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DWG 491-3; 4604; AVIARA COMMUNITY PARK PHASE III; 01-86
$9,$5$&20081,7<3$5. 3ORW'DWH SP'UDZLQJ7LWOH 67,7/(GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- 6'*352-(&712 3/7'$7( E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 7 AVIARA COMMUNITY PARK - PHASE II &216758&7,21'2&80(176IRU $0%526,$/$1( &,7<2)&$5/6%$'&$/,)251,$ 3$5.6 5(&5($7,21'(3$570(17 352-(&712 PROJECT SITE 7+(,03529(0(17:25.6+$//%(3(5)250(',1 $&&25'$1&(:,7+7+()2//2:,1*'2&80(176&855(17$7 7+(7,0(2)&216758&7,21$6',5(&7('%<7+(&,7<(1*,1((5 &$5/6%$'081,&,3$/&2'( &,7<2)&$5/6%$'(1*,1((5,1*67$1'$5'6 7+,66(72)3/$16 3/$11,1*&200,66,215(62/87,2112'$7(')(%58$5< 7+(67$1'$5'63(&,),&$7,216)2538%/,&:25.6 &216758&7,21 *5((1%22. 62,/65(3257$1'5(&200(1'$7,216%<.(1*,1((5,1* -2%12*'$7('129(0%(5 7+(6$1',(*2$5($5(*,21$/67$1'$5''5$:,1*6$1'$6 0$<%(02',),('%<7+(&,7<2)&$5/6%$'67$1'$5'6 67250:$7(532//87,2135(9(17,213/$135(3$5('%< )86&2((1*,1((5,1*'$7('0$<:','12 & 6:126: &$/,)251,$67250:$7(548$/,7<$662&,$7,21%03 &216758&7,21+$1'%22.$1'&$/75$16&216758&7,21 6,7(%030$18$/ WORK TO BE DONE "DECLARATION OF RESPONSIBLE CHARGE" VICINITY MAP LOCATION MAP 7232*5$3+<6+2:1217+(6(3/$16:$6*(1(5$7('%<),(/'6859(< 0(7+2'6)520,1)250$7,21*$7+(5('21-8/<7+ %<)86&2((1*,1((5,1*7232*5$3+<6+2:1+(5(21&21)250672 1$7,21$/0$3$&&85$&<67$1'$5'6 SOURCE OF TOPOGRAPHY PROJECT LOCATION BENCH MARK 7+,6352-(&7,6/2&$7(':,7+,1$66(662563$5&(/180%(5 6 $1' 7+(&$/,)251,$&225',1$7(,1'(;2)7+,6352-(&7,61: '(6&5,37,21 7+(&,7<2)&$5/6%$'%(1&+0$5.&6/% /2&$7,21 $%5$66&$367$03('&/6% /6,17+( 7232)7+(:(67&85%$0%526,$/$1(0,/(6 1257+2)&21262:$< 5(&25'(' 5(&25'2)6859(<12 (/(9$7,21 '$780 1*9' '(6,*1&2168/7$17 6 35,0(&2168/7$17 /$1'6&$3($5&+,7(&7 6&+0,'7'(6,*1*5283,1& 6,;7+$9(18(68,7( 6$1',(*2&$ 3+21( &,9,/(1*,1((5 )86&2((1*,1((5,1* *5((1:,&+'5,9( 6$1',(*2&$ &217$&7 .(1.2=/,. 6,7(6758&785$/(1*,1((5 %:( %$/%2$$9(68,7( 6$1',(*2&$ &217$&7 &+5,6&2%% 6,7((/(&75,&$/(1*,1((5 $/$*,$(1*,1((5,1* '(/3$62'5 32:$<&$ &217$&7 1($/$/$*,$ *(27(&+(1*,1((5 .(1*,1((5,1* 5$*:(('67 6$1',(*2&$ &217$&7 686$1$.(00(55(5 $57,67 0,&+$(/0&/$8*+/,16&8/3785( $5&+,7(&7 '$+/,1*5283 6287+&('526$9(18( 62/$1$%($&+&$ &217$&7 -$&.*$//$*+(5 %8,/',1*6758&785$/(1*,1((5 '&,(1*,1((56 :(67%52$':$<68,7( 6$1',(*2&$ &217$&7 1$7+$1),(/'6 %8,/',1*0(&+$1,&$/(1*,1((5 5$1'$///$0%$662&,$7(6,1& 3$/0$9(18( /$0(6$&$ &217$&7 5,7$*5,%%(1 %8,/',1*(/(&75,&$/(1*,1((5 5$1'$///$0%$662&,$7(6,1& 3$/0$9(18( /$0(6$&$ &217$&7 *$5<($67/(< 2:1(5 &,7<2)&$5/6%$'3$5.6$1' 5(&5($7,21'(3$570(17 3,1($9(68,7( &$5/6%$'&$ 3+21( &217$&7 -())5(<7%$55 35,1&,3$/ HPDLO MWEDUU#VFKPLGWGHVLJQFRP 0$5.0266 352-(&70$1$*(5 HPDLO PPRVV#VFKPLGWGHVLJQFRP &217$&7 %$5%$5$.(11('< 3$5.3/$11(5352-(&70$1$*(5 HPDLO EDUEDUDNHQQHG\#FDUOVEDGFDJRY .</(/$1&$67(5 3$5.6(59,&(60$1$*(5 HPDLO N\OHODQFDVWHU#FDUOVEDGFDJRY /,=.(7$%,$1 3$5.3/$11,1*0$1$*(5 HPDLO OL]NHWDELDQ#FDUOVEDGFDJRY PROJECT SITE ,+(5(%<'(&/$5(7+$7,$07+(/$1'6&$3($5&+,7(&72):25. )257+,6352-(&77+$7,+$9((;(5&,6('5(63216,%/(&+$5*( 29(57+('(6,*12)7+,6352-(&7$6'(),1(',16(&7,212) 7+(%86,1(66$1'352)(66,216&2'($1'7+$77+('(6,*1,6 &216,67(17:,7+&855(1767$1'$5'6 ,81'(567$1'7+$77+(&+(&.2)352-(&7'5$:,1*6$1' 63(&,),&$7,216%<7+(&,7<2)&$5/6%$'$1'6$1',(*2&2817< '(3$570(172)+($/7+6(59,&(6,6&21),1('72$5(9,(:21/< $1''2(61275(/,(9(0($67+(/$1'6&$3($5&+,7(&72) :25.2)0<5(63216,%,/,7,(6)25352-(&7'(6,*1 -())5(<7%$55 6&+0,'7'(6,*1*5283,1& 6,;7+$9(68,7( 6$1',(*2&$ 3+21( 6,*1$785( '$7( -())5(<7%$55 5(*,675$7,2112 (;3 PROJECT DIRECTORY GOVERNING AGENCIES AND UTILITY CONTACTS 81'(5*5281'6(59,&($/(57 81'(5*5281'6(59,&($/(57 *$6$1'(/(&75,&,7< 6$1',(*2*$6 (/(&75,& 2&($16,'(%/9' 2&($16,'(&$ (0(5*(1&< 1(:6(59,&( &$%/(7(/(9,6,21 7,0(:$51(5 (/&$0,125($/ &$5/6%$'&$ :$7(5 5(&<&/(':$7(5 &$5/6%$'081,&,3$/:$7(5',675,&7 (/&$0,125($/ &$5/6%$'&$ 6(:(5 &,7<2)&$5/6%$' (/&$0,125($/ &$5/6%$'&$ 67250:$7(5 &,7<2)&$5/6%$' )$5$'$<$9(18( &$5/6%$'&$ +27/,1( 3$5.6$1'5(&5($7,21 &,7<2)&$5/6%$' 3,1($9(68,7( &$5/6%$'&$ 7(/(3+21( $7 7 1(:3+21( (1*,1((5,1* &,7<2)&$5/6%$' )$5$'$<$9(18( &$5/6%$'&$ %8,/',1* &,7<2)&$5/6%$' )$5$'$<$9(18( &$5/6%$'&$ ,163(&7,21 ),5( &,7<2)&$5/6%$' 25,21:$< &$5/6%$'&$ 32/,&( &,7<2)&$5/6%$' 25,21:$< &$5/6%$'&$ &,7<&281&,/ 0$77+$//0$<25 /255$,1(:22'0$<253527(0 0$5.3$&.$5'&281&,/0(0%(5 0,&+$(/6&+80$&+(5&281&,/0(0%(5 .,(7+%/$&.%851&281&,/0(0%(5 .(9,1&5$:)25' &,7<0$1$*(5 &+5,6+$=(/7,1( 3$5.6 5(&5($7,21',5(&725 PROJECT ADDRESS $0%526,$/$1(&$5/6%$'&$/,)251,$ 1 126+((7,1'(;6+((7 /$%(/ 7,7/(6+((7 7 7,7/(6+((7 7 /$1'6&$3('(02/,7,213/$1/(*(1'$1' 127(6 /' *5$',1*$1'87,/,7<3/$1 & *5$',1*$1'87,/,7<3/$1 & (526,21&21752/3/$16 & (526,21&21752/3/$16 & &29(56+((7 &6 $5&+,7(&785$/7,7/(6+((7 $7 $5&+,7(&785$/7,7/(6+((7 $7 &$/,)251,$*5((1%8,/',1*&2'( 5(48,5(0(1761(:&216758&7,21 $7 &$/,)251,$*5((1%8,/',1*&2'( 5(48,5(0(1761(:&216758&7,21 $7 &$/,)251,$*5((1%8,/',1*&2'( 5(48,5(0(1761(:&216758&7,21 $7 2&&83$1&<(;,7,1*3/$1&2'($1$/<6,6 $&&(66,%,/,7<127(6 &$ 6,7($&&(66,%,/,7< &%&% ',$*5$06 &$ $&&(66,%,/,7<',$*5$06 &%&% &$ $&&(66,%,/,7<',$*5$06 &%&% &$ $&&(66,%,/,7<127(6 ',$*5$06 &%&% &$ $&&(66,%,/,7<127(6 &%&% &$ $5&+,7(&785$/6,7(3/$1 $ 6/$%3/$1 $ *5281')/2253/$1 $ 5()/(&7('&(,/,1*3/$1 $ 522)3/$1 $ (;7(5,25(/(9$7,216 $ ),5(3/$&($1'7$%/((/(9$7,216 $ %8,/',1*6(&7,216 $ '225$1':,1'2:6&+('8/($ ),1,6+6&+('8/($1'),1,6+3/$1 $ ,17(5,25(/(9$7,216 $ ,17(5,25(/(9$7,216 $ $5&+,7(&785$/522)'(7$,/6 $ $5&+,7(&785$/:$// 522)'(7$,/6 $ $5&+,7(&785$/23(1,1*'(7$,/6 $ $5&+,7(&785$/)/225 &08'(7$,/6 $ $5&+,7(&85$/'(7$,/6 $ *(1(5$/6758&785$/127(6 6 *(1(5$/6758&785$/127(6 6 *(1(5$/6758&785$/127(6 6 )281'$7,213/$1 6 522)3/$1 6 )281'$7,21'(7$,/6 6 )281'$7,21'(7$,/6 6 &08'(7$,/6 6 :22''(7$,/6 6 6758&785$/'(7$,/6 6 6758&785$/'(7$,/6 6 0(&+$1,&$/&29(56+((7 0 0(&+$1,&$/)/2253/$1 0 0(&+$1,&$/'(7$,/6 0 3/80%,1*&29(56+((7 3 3/80%,1*)/2253/$1:$67($1'9(17 3 3/80%,1*)/2253/$1:$7(5$1'*$6 3 3/80%,1*',$*5$06 3 3/80%,1*'(7$,/6 3 (/(&75,&$/&29(56+((7 ( (/(&75,&$/&21752/',$*5$0$1'/,*+7,1* 6&+('8/(( (/(&75,&$/7,7/(( (/(&75,&$/7,7/(( (/(&75,&$/7,7/(( (/(&75,&$/7,7/(( (/(&75,&$/7,7/($1''(7$,/6 ( (/(&75,&$/32:(53/$1 ( (/(&75,&$//,*+7,1*3/$1 ( (/(&75,&$/6,1*/(/,1(',$*5$0 ( 6,7((/(&75,&$//(*(1'6( 6,7(7,7/(&$/&8/$7,216 6( 6,7(7,7/(&$/&8/$7,216 6( 6,7(7,7/(&$/&8/$7,216 6( 6,7((/(&75,&$/6,7(3/$1 6( 6,7((/(&75,&$/3+2720(75,&3/$1 6( 6,7((/(&75,&$/'(7$,/6 6( 6,7((/(&75,&$/'(7$,/6 6( 6,7((/(&75,&$/'(7$,/6 6( /$1'6&$3(&216758&7,213/$1/(*(1'$1'127(6 /& /$1'6&$3(&216758&7,21'(7$,/6 /& /$1'6&$3(&216758&7,21'(7$,/6 /& /$1'6&$3(&216758&7,21'(7$,/6 /& /$1'6&$3(&216758&7,21'(7$,/6 /& /$1'6&$3(&216758&7,21'(7$,/6 /& /$1'6&$3(,55,*$7,217,7/(6+((7 /, /$1'6&$3(,55,*$7,213/$1/(*(1'$1'127(6 /, /$1'6&$3(,55,*$7,21'(7$,/6 /, /$1'6&$3(,55,*$7,21'(7$,/6 /, /$1'6&$3(3/$17,1*3/$1$1'/(*(1'/3 /$1'6&$3(3/$17,1*127(6$1''(7$,/6 /3 9/19/16 {'city of Carlsbad Parks & Recreation Department CITY OF OCEANSIDE HIGHWAY 78 NOT TO SCALE CITY OF VISTA PACIFIC OCEAN DI CITY OF ENCINITAS DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA '<-of' CITY OF SAN MARCOS DA TE INITIAL ENGINEER OF WORK PACIFIC OCEAN REVISION DESCRIPTION I \ PALOMAR ·-,AIRPORT RD DA TE INITIAL OTHER APPROVAL AIRPORT G DA TE INITIAL CITY APPROVAL f'J NOT TO SCALE "AS BUil T" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE SHEET FOR: APPROVED BY: b'w ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE DWN BY: CHKD BY: RVWD BY: PROJECT NO. 11 DRAWING NO.I 86AVIARA COMMUNITY PARK491-34604Plot Date: 2016-09-14; 02:25pm, Drawing Title: 15-406 S-TITLE.dwg, User ID: lchiccone LC, JFMMJTB, JJSDG PROJECT NO: 15-406PLT DATE: 07/28/2016ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX RE S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11T-1.11. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TOCONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS.2. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVEDWITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITHPROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGEDWITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER.3. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORKSHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THEPROFESSIONAL LAND SURVEYORS ACT.STREET NOTESSEWER NOTES1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION),VOLUME 1- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FORGRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 - STANDARDDRAWINGS AND NOTES AND THE STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION, LATEST EDITION (GREEN BOOK).2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALLBE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITYENGINEER AND SUPERINTENDENT.3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHTOF WAY PERMIT SHALL BE REQUIRED.SIGNING AND STRIPING NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING.2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THECALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD2003 REVISION 1, AS AMENDED FOR USE IN CALIFORNIA), CALTRANS STANDARDSPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS ANDTHE SPECIAL PROVISIONS.3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLICWORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION.4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVEDBY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANYCHANGE IN THE FIELD.5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CALTRANSSPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIALPAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING(HIGH INTENSITY OR EQUAL).6. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BYTHE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION.7. CONTRACTOR SHALL REMOVE ALL CONFLICTING PAINTED LINES, MARKINGS ANDPAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BYTHE CONTRACTOR.8. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANSMETRIC STENCILS.9. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALLHAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED.10. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENTLEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.11. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIAMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARDDRAWING M-19.12. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW.13. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, ASAMENDED FOR USE IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED.14. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAYBASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45.15. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING ASTANDARD CITY OF CARLSBAD MOUNTING BRACKET WITH STRAPS.16. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THECONTRACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAKAVENUE.17. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED ANDINSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWNAS EXISTING TO BE RELOCATED OR TO REMAIN.18. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO BEINSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE 18"X24" ANDTHE OM1-3 OBJECT MARKER SHALL BE 12"X12"1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OFCARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBADMUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHERADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THEENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHENNON-CONFORMANCE IS DISCOVERED.3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONSDISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLYSUBMITTED TO THE CITY ENGINEER FOR APPROVAL.4. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THECITY AND OTHER APPROPRIATE AGENCIES.5. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOTCONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE PUBLIC WORKS CONTRACT FORCONSTRUCTION OF SAID PLANS.6. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OFTHE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEETOF THE PLANS AND TITLE SHEET.7. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON APPROVAL BY THECITY.8. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THEENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY.9. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THEPROJECT SITE AT ALL TIMES DURING CONSTRUCTION.10. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A)SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES,SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA,PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILSREPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKINGDAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S)SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPONCOMPLETION OF THE FIELD TESTS.11. AFTER, OR UPON, NOTIFICATION OF CONTRACT AWARD, THE CITY ENGINEERING INSPECTORWILL SET THE TIME AND LOCATION FOR THE PRECONSTRUCTION MEETING. ATTENDANCEOF THE CONTRACTOR'S MANAGEMENT PERSONNEL RESPONSIBLE FOR THE MANAGEMENT,ADMINISTRATION, AND EXECUTION OF THE PROJECT IS MANDATORY FOR THE MEETING TOBE CONVENED. FAILURE OF THE CONTRACTOR TO HAVE THE CONTRACTOR'S RESPONSIBLEPROJECT PERSONNEL ATTEND THE PRECONSTRUCTION MEETING WILL BE GROUNDS FORDEFAULT BY CONTRACTOR. NO SEPARATE PAYMENT WILL BE MADE FOR THECONTRACTOR'S ATTENDANCE AT THE MEETING. THE NOTICE TO PROCEED WILL ONLY BEISSUED ON OR AFTER THE COMPLETION OF THE PRECONSTRUCTION MEETING.12.ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADEBY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891.INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THEINSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOUREQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWOFULL WORK DAYS LATER.13. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALLDESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANDSHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERALSAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.14. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING ADETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGNOF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKERPROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCHTRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BEPREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THECITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIESFROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETYORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BYA REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHAEXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION.15.IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURINGCONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILLNOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HASRECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO.16. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMINGUP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVINGEQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADINGEQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY,MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BECONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THEENGINEERING DEPARTMENT COUNTER.)17.ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITYENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONGTHE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE HAULING OR GRADINGOPERATION.18. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTINGPROGRAM AND BLASTING PERMIT.19. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THECONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES ORSTRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THEPLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TOPROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES ORSTRUCTURES NOT SHOWN.20. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES(ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEADOF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT ISFOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK.24. THE CONTRACTOR WILL BE PROVIDED WITH ELECTRONIC TOPOGRAPHIC SURVEY ANDCONSTRUCTION PLANS FOR DEVELOPMENT OF A CERTIFIED HORIZONTAL CONTROL PLANTO BE PREPARED BY LAND SURVEYOR AND SUBMITTED TO THE RESIDENT ENGINEER FORREVIEW AND APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR SHALL PROVIDECONSTRUCTION STAKING THROUGHOUT THE DURATION OF THE PROJECT IN COMPLIANCEWITH THE PLANS AND CERTIFIED HORIZONTAL CONTROL PLAN.25. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEASTTWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIESAND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE.UNDERGROUND SERVICE ALERT (800)422-4133SDG&E (800)411-7343AT&T (800)892-0123TIME WARNER CABLE (760)438-7741COX COMMUNICATIONS (619)262-1122CITY OF CARLSBAD(STREETS AND STORM DRAIN) (760)434-2980*CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-272226. IN ACCORDANCE THE CITY STORM WATER STANDARDS ALL STORM DRAIN INLETSCONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEDISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITYENGINEER.27. PARK WILL REMAIN OPEN TO THE PUBLIC DURING THE CONSTRUCTION FOR THIS PROJECT.ALL EQUIPMENT AND TOOLS SHALL NOT BE A NUISANCE OR HAZARD TO THE GENERALPUBLIC AND CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AROUND THE AREA TOPROTECT THE SITE FROM OTHER ONGOING PARK OPERATIONS AND TO ENSURE THESAFETY AND PROTECTION OF THE PUBLIC. CONTRACTOR SHALL KEEP THE WORK SITEPICKED UP AND FREE OF LITTER, TOOLS, EQUIPMENT AND ALL OTHER CONSTRUCTIONRELATED MATERIALS. CONTRACTOR WILL ONLY BE ALLOWED TO STOCK PILE MATERIALS ONSITE IN FENCED DESIGNATED STAGING AREAS AS DIRECTED BY THE CITY ENGINEERINGINSPECTOR. CITY WILL NOT BE RESPONSIBLE FOR MATERIALS OR EQUIPMENTCONTRACTOR STOCKPILES OR LEAVES AT THE SITE UNATTENDED. EQUIPMENT LEFT ONTHE PROPERTY OVERNIGHT AND UNATTENDED SHALL BE THE SOLE RESPONSIBILITY OFTHE CONTRACTORGENERAL NOTESWATER NOTES1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED INACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATESTEDITION) VOLUMES 2 & 3.2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, APERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED ANDAPPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITYOPERATIONS' PUBLIC WORKS MANAGER.3. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTIONDEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BEPROVIDED - TELEPHONE NO. (760)438-3891.4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALLEXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENTOF WORK - ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THEDISTRICT ENGINEER.5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BYMEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TESTREPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHERMANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OFPROTECTION.6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THEFIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BEDETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL.7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1"(UNLESS OTHERWISE NOTED ON PLANS).8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE ASMANUFACTURED BY ARMORCAST OR EQUAL.9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALSSHALL BE 10 FEET.10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACEGRADE.11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TOTHE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES.12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON ACASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING(2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900.13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAYPERMIT SHALL BE REQUIRED.14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALLREMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THENECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACEWITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRETO ENTER VALVE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUSTBELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VALVE NUT OPERATION. RUNTRACER WIRE CONTINUOUSLY ALONG PIPE AND TERMINATE IN ADJACENT VALVE BOXESFOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USEAN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATINGEQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATEDUSING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURINGINSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, ORDAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDEDCOPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATIONSPECIFICALLY DESIGNED FOR DIRECT BURIAL IN CORROSIVE SOIL OR WATER.POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRESWITH CUT OR DAMAGED INSULATION ARE NOT ACCEPTABLE AND REPLACEMENT OFTHE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THECONTRACTOR'S EXPENSE.02"AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT TITLE SHEET FOR: '-~tlDS qp<' {'city of ~1.6ARRJv0 ~,j)C'-s, ,,,_'<, ·s ~ JOHN EDWARD MAASHOFF !j "-'/) "o APPROVED BY: -/ ~ <} -..I~ r..A d_A PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/17 DAlE Carlsbad SIGNAlURE ' (I _/ 2 31 17 I PROJECT NO. 11 DRAWING NO.I RENEWAL DA~ DWN BY: ~07-28-16 )f-INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: I J I DAT£ ,'f: DAlE Parks & Recreation Department -# REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: O, CALll'O ENGINEER OF WORK XXXDEMOLITIONSYMBOLDESCRIPTION ASPHALT PAVING TO BE REMOVED. CONCRETE SIDEWALK TO BE REMOVED. CONCRETE CURB TO BE REMOVED. CHAINLINK FENCE TO BE REMOVED AND SALVAGED AFTERCONSTRUCTION. RETAIN FENCE WHERE FEASIBLE ANDREQUIRED TO BE USED AS TEMPORARY CONSTRUCTION FENCE.PROVIDE SALVAGED TOP RAIL AND CHAINLINK MESH TO PARKSAND RECREATION DEPARTMENT. SIGN TO BE REMOVED AND SALVAGED. TYPICAL OF 5. TURF TO BE REMOVED. EXISTING TRANSFORMER TO REMAIN, PROTECT IN PLACE. EXISTING FENCE TO REMAIN, PROTECT IN PLACE. EXISTING FIRE PROTECTION BACKFLOW TO REMAIN. PROTECT INPLACE. EXISTING DRAIN INLET TO REMAIN, PROTECT IN PLACE. EXISTING LIGHT TO REMAIN, PROTECT IN PLACE. EXISTING TELEPHONE PEDESTAL TO REMAIN, PROTECT INPLACE. EXISTING IRRIGATION MAINLINE AND WIRES TO REMAIN,PROTECT IN PLACE. EXISTING LATERALS AND NOZZLES TO BE REMOVED. CUT ANDCAP HEADS AND PIPE AROUND NEW MOW CURB. SEEIRRIGATION PLAN FOR ADDITIONAL INFORMATION. CURB TO REMAIN. PROTECT IN PLACE. TURF/LANDSCAPE TO REMAIN. PROTECT IN PLACE. SAW CUT LINE. WATER P.O.C. WITH METER AND BACK FLOW TO REMAIN,PROTECT IN PLACE. LIMIT OF TREE PROTECTION ZONE. EXISTING GAS LINE. PROTECT IN PLACE. 6`-0" TEMPORARY STAGING/LAYDOWN CHAIN LINK FENCE WITHWIND SCREEN.D-01D-02D-03D-04D-05D-06D-07D-08D-09D-10D-11D-12D-13D-14D-15D-16D-17D-18D-19D-20D-21REFERENCE NOTES SCHEDULEXXXXXXXXX X X X XLIM IT OF WORKLIMIT OF WORKLIMIT OF WO R K E19E18E20D-03D-05D-04D-02D-01D-07D-12D-11D-08D-13D-06D-04D-08D-04D-16D-17D-18D-20D-02D-15D-16D-09D-15D-19D-17D-21SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2016-09-14; 02:25pm, Drawing Title: 15-406 S-DEMO.dwg, User ID: lchiccone LC, JFMMJTB, JJ03LD-1.01.SUMMARY1.1. CLEAR AND GRUB THE PROJECT SITE PRIOR TO CONSTRUCTION, ASSPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPERPREPARATION OF THE SITE.1.2. LOCATION AND ELEVATION OF ALL EXISTING IMPROVEMENTS WITHIN THEAREA OF WORK SHALL BE CONFIRMED BY FIELD MEASUREMENT PRIOR TOCONSTRUCTION OF NEW WORK.2.QUALITY ASSURANCE2.1. USE ADEQUATE NUMBERS OF SKILLED WORKPEOPLE WHO ARETHOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS ANDWHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIC REQUIREMENTS ANDTHE METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK OF THISSECTION.2.2. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETYMEASURES OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELYRESPONSIBLE THEREFORE.3.PROJECT CONDITIONS3.1. TRAFFIC: CONDUCT SITE PREPARATION WORK TO ENSURE MINIMUMINTERFERENCE WITH EXISTING ROADS, STREETS, WALKS AND OTHERADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCTEXISTING STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIESWITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION.3.2. COMPLETE THE CLEARING AND SITE PREPARATION WORK BEFORESTARTING EARTHWORK. ERECT TEMPORARY BARRICADES, ENCLOSURES,AND PROTECTION OF ADJACENT PROPERTY AND EXISTING WORK BEFORESTARTING SITE CLEARING WORK.3.3. INSPECT AND REVIEW THE PROJECT SITE TO DETERMINE EXISTINGCONDITIONS WHICH AFFECT CONSTRUCTION OPERATIONS. IT SHALL BE THERESPONSIBILITY OF THE CONTRACTOR TO LOCATED ALL SUBSTRUCTURES,WHETHER SHOWN HEREON OR NOT, AND PROTECT THEM FROM DAMAGE.THE EXPENSE OF REPAIR OR REPLACEMENT OF SAID SUBSTRUCTURESSHALL BE BORNE BY THE CONTRACTOR. ALL EXISTING IRRIGATIONLATERALS, HEADS, AND MAINLINES DISTURBED WITHIN CONSTRUCTIONLIMIT LINES SHALL BE ADJUSTED TO NEW CONSTRUCTION. AFFECTEDIRRIGATION ZONES SHALL BE SHUT OFF WITHIN AREAS OF DISTURBANCE.ALL CONSTRUCTION IN THESE AREAS SHALL BE COMPLETED IN A TIMELYFASHION TO PREVENT EXISTING VEGETATION FROM STRESS, WILT, ORDYING.3.4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTINGTREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE, AGAINSTCUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING AND BRUISING OFBARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTIONMATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDETEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO REMAIN.SEE DEMOLITION PLAN FOR LIMIT OF TREE PROTECTION ZONES.3.5. STOCKPILE, STAGING AND CONSTRUCTION AREAS SHALL BE FENCED WITH6' HT. FENCING PER THE REQUIREMENTS FOR FENCING AT THE LIMIT OFWORK LINE SEE SPECIFICATIONS.3.6. PARK WILL REMAIN OPEN TO THE PUBLIC DURING THE CONSTRUCTION FORTHIS PROJECT. ALL EQUIPMENT AND TOOLS SHALL NOT BE A NUISANCE ORHAZARD TO THE GENERAL PUBLIC AND CONTRACTOR SHALL PROVIDETEMPORARY FENCING AROUND THE AREA TO PROTECT THE SITE FROMOTHER ONGOING PARK OPERATIONS AND TO ENSURE THE SAFETY ANDPROTECTION OF THE PUBLIC. CONTRACTOR SHALL KEEP THE WORK SITEPICKED UP AND FREE OF LITTER, TOOLS, EQUIPMENT AND ALL OTHERCONSTRUCTION RELATED MATERIALS. CONTRACTOR WILL ONLY BEALLOWED TO STOCK PILE MATERIALS ON SITE IN FENCED DESIGNATEDSTAGING AREAS AS DIRECTED BY THE CITY ENGINEERING INSPECTOR. CITYWILL NOT BE RESPONSIBLE FOR MATERIALS OR EQUIPMENT CONTRACTORSTOCKPILES OR LEAVES AT THE SITE UNATTENDED. EQUIPMENT LEFT ONTHE PROPERTY OVERNIGHT AND UNATTENDED SHALL BE THE SOLERESPONSIBILITY OF THE CONTRACTOR.4.SITE CLEARING4.1. CLEAR THE PROJECT SITE OF EXISTING TURF, EXISTING CONCRETE PAVING,CURB AND GUTTER, AND MISCELLANEOUS DEBRIS WITHIN THE LIMITS OFWORK. DISPOSE OF MATERIALS FROM THE CLEARING OPERATION OFF-SITETO A LEGAL DISPOSAL AREA.4.2. REMOVE EXISTING WORK AND ITEMS WHICH ARE REQUIRED TO BEREMOVED IN SUCH MANNER THAT MINIMUM DAMAGE AND DISTURBANCE ISCAUSED TO ADJACENT AND CONNECTING WORK. CONTRACTOR SHALLREPAIR AT HIS/HER/ OWN EXPENSE ANY DAMAGES MADE TO EXISTINGIMPROVEMENTS DURING MOBILIZATION, CONSTRUCTION OR THEESTABLISHMENT PERIOD.5.DISPOSITION OF MATERIALS5.1. REMOVE MATERIAL EXCEPT THOSE ITEMS INDICATED TO BE RE-USED TO ALEGAL DISPOSAL AREA.5.2. STOCKPILING OF REMOVED MATERIALS ON THE PROJECT SITE WILL NOT BEPERMITTED WITHOUT WRITTEN APPROVAL FROM THE CITY OR OWNER'SREPRESENTATIVE.6.NOISE ABATEMENT AND DUST PALLIATION6.1. NOISE ABATEMENT: LIMIT NOISE TO A REASONABLE LEVEL AS RELATED TOSPECIFIC ITEMS OF EQUIPMENT USED AND THEIR HOURS OF USE. THISDOES NOT PRECLUDE USE OF MECHANICAL EQUIPMENT, SUCH AS JACKHAMMERS, POWER DRIVEN FASTENERS, OTHER APPROVED EQUIPMENT.6.2. DUST PALLIATION: DURING SITE CLEARING, KEEP DUST, DIRT, AND POLLENFROM BLOWING OR SPREADING BY WATERING DOWN AT REGULARINTERVALS.7.PROTECTION OF PERSONS AND PROPERTY7.1. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THISWORK, AND POST WARNING LIGHTS ON PROPERTY ADJACENT TO OR WITHPUBLIC ACCESS.7.2. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACHDAY AND AS OTHERWISE REQUIRED.7.3. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHERFACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT,UNDERMINING, WASHOUT, AND OTHER HAZARDS CREATED BY OPERATIONSUNDER THIS SECTION.7.4. CONTRACTOR TO PROVIDE A SIX FOOT TEMPORARY CHAIN LINKCONSTRUCTION FENCE WITH GREEN PRIVACY/ DUST CLOTH, GATE, ANDCONSTRUCTION SIGNS AROUND LIMIT OF WORK LINE DURINGCONSTRUCTION. LOCATION OF FENCING SHALL BE APPROVED BY THE CITY.STABILIZE TEMPORARY FENCE WITH SAND BAGS OR OTHER SUPPLIERAPPROVED METHOD. THE EXISTING CHAIN LINK FENCE COULD REMAINDURING CONSTRUCTION.8. UTILITIES8.1. COORDINATE WITH UTILITY COMPANIES AND AGENCIES AS REQUIRED.CONTRACTOR WILL MAKE EXPLORATORY EXCAVATIONS AND LOCATEEXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OFCONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARENECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.8.2. WHERE UTILITY CUTTING, CAPPING, OR PLUGGING IS REQUIRED, PERFORMSUCH WORK IN ACCORDANCE WITH REQUIREMENTS OF THE UTILITY,COMPANY OR GOVERNMENTAL AGENCY HAVING JURISDICTION.8.3. BEFORE EXCAVATION, VERIFY THE LOCATION OF UNDERGROUND UTILITIESAT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTORSHALL REQUEST MARK-OUT OF UNDERGROUND UTILITIES BY CALLING THEBELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRYIDENTIFICATION NUMBER:UNDERGROUND SERVICE ALERT (USA)...................(800) 422-4133CABLE TELEVISION: TIME WARNER CABLE.............(760) 806-9809GAS & ELECTRIC: SDG&E...........................................(800) 411-7343TELEPHONE: AT&T.......................................................(858) 886-1906SEWER & WATER.........................................................(760) 602-2400CITY OF CARLSBAD.....................................................(760) 602-27198.4 CONTRACTOR SHALL PROVIDE A PRIVATE UTILITY LOCATOR TO MARK OUTALL PRIVATE UTILITIES WITHIN THE PROJECT FOOTPRINT NOT IDENTIFIED BY(USA). ALL MARK-OUTS WITHIN THE PROJECT LIMITS MUST BE IDENTIFIEDPRIOR TO START OF DEMOLITION AND EXCAVATION OPERATIONS.9.IRRIGATION REQUIREMENTS9.1 THE CONTRACTOR IS RESPONSIBLE TO HAND WATER OR PROVIDETEMPORARY IRRIGATION EQUIPMENT TO IRRIGATE ALL AREAS WITHIN OROUTSIDE THE PROJECT LIMITS AFFECTED BY DEMOLITION OF THEIRRIGATION SYSTEM INDICATED TO REMAIN.9.2 CONTRACTOR SHALL ABIDE BY THE CURRENT WATERING RESTRICTIONS INFORCE AT THE TIME OF CONSTRUCTION. COORDINATE WITH THE PARKSDEPARTMENT TO DETERMINE DAYS AND FREQUENCY OF OPERATIONALLOWED AT THE PARKDEMOLITION NOTES:REMOVE EXISTING CHAINLINKFENCE TO NEAREST FENCEPOST, TYPICAL.LIMIT OF CONSTRUCTIONLAY DOWN AREA WITHLOCKABLE GATE ACCESSLIMIT OF CONSTRUCTIONLAY DOWN AREA WITHLOCKABLE GATE ACCESSCONTRACTOR REPAIR / REPLACE NOTE:UNLESS OTHERWISE NOTED; IT IS THE RESPONSIBILITY OF THECONTRACTOR TO REPAIR AND OR REPLACE ANY EXISTINGIRRIGATION / PLANT MATERIAL NOTED TO BE "PROTECTED INPLACE" AND DAMAGED DURING THE COURSE OFCONSTRUCTION. REPLACEMENT WILL REQUIRE EXACT MATCHOF DAMAGED COMPONENT / PLANT MATERIAL (IN SIZE ANDKIND). LANDSCAPE ARCHITECT TO APPROVE REPLACEMENT(OR EQUIVALENT) PRIOR TO REINSTALLATION .DO NOT DAMAGEEXISTING PLANTING/ / !<~ ~1 ,i;,: /i I \ \ \1 " \\ " \\ <¢, \\ ..,,. \i I \i l \, I CJ I CJ I -------I D_ I CJ I )<J I ---I -.;;;;;;:] I -I H ,\._.( I " -"////////, ----I '-? ,s.-,<-1 \~ \\ \\ " \\ " i :::. .:--~ ,J~ I' ................. f!: --=!.,i.---''/ -;s --------I I I ,1 --I -----/--------I : --~x~ _ lx---I / :;?,7' ' I I I I I I --I I I I I I I I ' I I I I I --' \ ' ' ' ' ' ' ' \ ' ' ' \ I I I I I I -- -I I I I I I ' I I I I ' I I I I I I I I I ' I I I I I I I ' I I I I I I I I I I l.-____.L ----------------' I I I I I r I C) I 1, ><"C____ I ' I I 1, 1 \ --• -• _j_. -.·.·. I I I I I ' I I I I I ' I I I I I I I I ' I I I I I I \\ ----, ----\ \ ' ' 0 If----,_ ' \ _j \\, \\\ \\ \\\\ ~------\\ ~o; ___ _, \ I I I I I I ' I I I I I I I I I I D-10 I I I I I I I I I I / .--I I / I .................. i l .. I :-: < I ~ 0 z I I • . • • l---+--+-----------+------1-----t------t---. I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ~LAND====s=c=-AP~E=D==E=M::;:O;:::;IJTI:::::::;;;O=N=::=:P:=LAN=:::=,=:=:LE:::G:::END==. 7.N=o=TE=s~FO:=R:::===; APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. II DRAWING NO.I 86AVIARA COMMUNITY PARK491-34604KWKKJTB, JJ6390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comSDG PROJECT NO: 15-405PLT DATE: 08/23/2016 Plot Date: 2016-09-14; 01:06pm, Drawing Title: 1440-002gr-c1.0.dwg, User ID: Kevin Wei 4C1.0GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/vE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REL/EvE THE DEvELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOvERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAvE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAvE BEEN OBTAINED FROM THE Cl TY AND OTHER APPROPR/A TE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL ORA WINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY vEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE vERIFICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS fNvESTIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRfCONSTRUCVON MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHAii BE ATTFNDED BY All REPRFSENTA VVE$ RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPfCTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FfvE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL IN$PECVON REQUESTS OTHER THAN FOR PRfCONSTRUCTION MEETING W/LL BE MADE BY CAI /ING THE ENGINEERING 24 HOUR INSPECVON REOIIE$T I /NE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECE/vED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FlvE FEET (5') OR MORE IN DEPTH AND APPROvED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE fMMEDIA TEL Y. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6:0D P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOvED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA vE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROvED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROvED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sxth Avenue, 9..Jite :00, San Diego, CA 92101 Wephone j619l 233-1462 facsimilej619l Zil--8192 www.schmidtdesign.oom Lie. CA 2138, NV 219, AZ34139 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOvED AND DISPOSED OF AT A SITE APPROvED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROvED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 491-3 , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOvED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROvED BY THE CITY ENGINEER. 31. THE CONTRACTOR SHALL vERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOvE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENT A TlvE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE [760)438-7741 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO G/vE TECHNICAL ADVICE, OBSERvE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A. 10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROvED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANS/vE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA TISFACT/ON OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6 703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEvE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FUSCO£ ENGINEERING ADDRESS: 6390 GREENWICH DR/vE SUITE 170 CITY, STATE: SAN DIEGO CALIFORNIA 92122 1;;;EPHON£:(8~.,, DA TE: 8/23/16 ~~ R.C.E. N0.:~71=8=83~-------------REGISTRA TION EXP/RATION DA TE: ~12~-~3~1-~2=0~17~----SOILS ENGINEER'S CERTIFICATE I, SUSANA KEMMERRER, A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF AUGUST 11, 2015 AND AUGUST 12, 2015. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG I NEER. SIGNED: G.E.NO.: _2...,.2_8_7,----___________ _ DATE: 08/24/16 LICENSE EXP/RATION DA TE: 06/30/17 =--. "••11 0i!!I~ FUSCOE E N G I N E E R I N G 0 23/16 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD SURvEY --METHODS FROM INFORMATION GATHERED ON~J=UL=Y~3=0=/A ___ _ 20 -19._ BY FUSCO£ ENGINEERING TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-080-24 26 27 AND 30 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 1978-6240 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT STEVEN DIDIER, MUNICIPAL PROJECTS MANAGER (760) 602-7539 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MA TER/ALS SHALL BE STOCKPILED ON SITE AT CONvENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COvERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROvED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREvENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROvED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOvED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COvERAGE OF GRADED SLOPES (90% COvERAGE) PRIOR TO NOvEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. MITIGATION MEASURES 1. ORANGE CONSffiUCT/ON FENCING. THE CITY SHALL RETAIN A QUALIFIED BIOLOGIST TO SUPERVISE THE INSTALLATION OF TEMPORARY ORANGE CONSTRUCT/ON FENCING, WHICH CLEARLY DELINEATES THE EDGE OF THE APPROVED LIMITS OF GRADING AND CLEARING, AND THE EDGES OF ENVIRONMENTALLY SENSITlvE AREAS THAT OCCUR BEYOND THE APPROVED LIMITS. THIS FENCING SHALL BE INSTALLED BY THE CONSTRUCTION CONTRACTOR PRIOR TO CONSTRUCTION, AND MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITY. FENCING SHALL BE INSTALLED IN A MANNER THAT DOES NOT IMPACT HABITATS TO BE AVOIDED. IF WORK OCCURS BEYOND THE FENCED OR DEMARCATED LIMITS OF IMPACT, ALL WORK SHALL CEASE UNTIL THE PROBLEM HAS BEEN REMEDIED AND MIT/GA TION IDENTIFIED. TEMPORARY ORANGE FENCING SHALL BE REMOvED UPON COMPLETION OF CONSTRUCTION OF THE PROJECT. IMPLEMENTATION OF THIS MEASURE SHALL BE vERIFIED BY THE CITY ENGINEER PRIOR TO AND CONCURRENT WITH CONSTRUCTION. 2. CONSTRUCTION STAGING AREAS. THE CONSTRUCTION CONTRACTOR SHALL DESIGN FINAL PROJECT CONSTRUCTION STAGING AREAS SUCH THAT NO STAGING AREAS SHALL BE LOCATED WITHIN SENSITlvE HABITAT AREAS. THE CONSTRUCTION CONTRACTOR SHALL RECE/vE APPROVAL BY THE PARKS & RECREATION DEPARTMENT & ENGINEERING DIVISION PRIOR TO MOB/LIZA TIONS AND STAGING OF EQUIPMENT OUTSIDE OF THE PROJECT BOUNDARIES. 3. CONTRACTOR TRAINING. THE CITY SHALL RETAIN A QUALIFIED BIOLOGIST TO ATTEND PRE-CONSTRUCTION MEETINGS TO INFORM CONSTRUCTION CREWS OF THE SENSIT/vE RESOURCES AND ASSOCIATED AVOIDANCE AND/OR MINIMIZATION REQUIREMENTS. VICINITY CITY or OCEANSIDE HIGHWAY 78 PACIFIC OCEAN MAP SITE CITY or ENCINITAS INDEX OF SHEETS Tl TLE SHEET Cl. 0 GRADING & UTILITIES-AV/ARA PARK Cl.I EROSION CONTROL -DETAIL SHEET C2.0 EROSION CONTROL C2.1 LEGAL DESCRIPTION CITY or VISTA ~ '<-0 CITY or SAN MARCOS SHEET 4 SHEET 5 SHEET 6 SHEET 7 THOSE PORTIONS OF SECTION 35, TOWNSHIP 12 SOUTH, RANGE 4 WEST AND SECTION 2, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, SA TA TE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT THEREOF, SAID PROPERTY BEING MORE PARTICULARLY DESCRIBED IN EXHIBIT "A" OF QUITCLAIM DEED RECORDED MARCH 28, 1989 AS FILE NO. 89-157040 OF OFFICIAL RECORDS OF SAID SAN DIEGO COUNTY. PROJECT ADDRESS 6435 AMBROSIA LANE CARLSBAD, CA 92011 DEVELOPER NAME: CITY OF CARLSBAD PARKS AND RECREATION DEPARTMENT ADDRESS: 799 PINE A vENUE, SUITE 200. CARLSBAD. CA 92008 PHONE NO.: (760) 434-2826 REFERENCE DRAWINGS DWG 398-3 EARTHWORK QUANTITIES CUT: 2172 CY FILL: _o~ ____ cy IMPORT: 0 CY EXPORT: 2 172 CY TO PROJECT NO. 4605 REMEDIAL: 0 CY BENCH MARK DESCRIPTION: THE CITY OF CARLSBAD BENCHMARK CLSB 039 LOCA T/ON: A 2.5" BRASS CAP, STAMPED "CLSB 039 LS 6215", IN THE TOP OF THE WEST CURB AMBROSIA LANE. 0.2 MILES NORTH OF CONOSO WAY RECORDED: RECORD OF SURvEY NO. 17271 ELEVATION: 247.560' DA TUM: NGVD 29 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY K2 ENGINEERING, INC. DA TED NOvEMBER 19, 2015 6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY 8[SCQF ENGINEERING INC QATEn DECEMBER 2015 SWPPP: SW 16-05 WDID NO. 9 375 ___________ _ 8. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND l'l'&LiJPTION' 6" CURB EXISTING SEWER MAIN EXISTING SEWER ACCESS HOLE WATER MAIN WATER METER PVC STORM DRAIN TYPE 'F' CA TCH BASIN STRAIGHT HEADWALL DIRECTION OF FLOW ELECTRICAL LIGHT EXISTING CONTOUR PROPOSED CONTOUR DAYLIGHT LINE PROJECT BOUNDARY RETAINING WALL IMPERMEABLE LINER SILT FENCE STABILIZED CONSTRUCTION ENTRANCE FIBER ROLLS GRAVEL BAG BERM STORM DRAIN INLET PROTECTION I SHEET I SYJIBOL --s----,o------v----v--@ --SD--IQ] ---w------11------------FR--◄ M I M C M ► 0 "AS BUil T" P.E. ___ EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT GRADING AND UTIIJTY PLANS FOR: APPROVED BY: JOHN EDWARD ENGINEERING MANAGER PEm;1909 EXP. 9/30/17 DATE DATE I SHEETS I MAASHOFF DATE DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. II DRAWING NO.I CHKD BY: RVWD BY: EXISTING UTILITIESCONSTRUCTION NOTESELECTRICVEHICLE ONLYELECTRICVEHICLELIMIT OF WORKLIMIT OF WORKLIMIT OF WORK LIM IT OF WORK5C1.186AVIARA COMMUNITY PARK491-34604KWKKJTB, JJ6390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comSDG PROJECT NO: 15-405PLT DATE: 08/23/2016 Plot Date: 2016-09-14; 01:08pm, Drawing Title: 1440-002gr-c1.1.dwg, User ID: Kevin Wei 0 10 20 401" = 20'-0"SCALE :-fy / 318.~0 / / .,.,_-:;., ~,g I -;:::;-320.50 NO. < 1 > < 2 > < 3 > < 4 > < 5 > < 6 > (7) (8) (9) ~o> (11) NO. (D '\ \ \ \ \ DELTA/BRG N34 ° 18' 22"W N34 ° 18' 22"W N34 ° 05' 15"E N45°03'08"W N34 ° 05' 15"E N55°54'45"W N25° 36' 13"E Ll.=36°07'48" Ll.=49° 46' 10" N26°43'23"E N68°02·oo"w DELTA/BRG N52°23'41"W \ \ \\ WATER RADIUS --------------70.65' 137.79' ----SEWER SLOPE 2.0% EXISTING CURB i~Jt DATA (CL-150) LENGTH REMARKS 27.49' 2" PVC 17.23' 2" PVC 30.60' 1-1/4" PVC 12.28' 1" PVC 35.95' 1-1/4" PVC 180.81' 1-1/4" PVC 22.30' 1-1/4" PVC 44.55' 1-1/4" PVC 119.69' 1-1/4" PVC 12.50' 1-1/4" PVC 21 .36' 1-1/4" PVC DATA LENGTH REMARKS 21 .81' 4" PVC SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRESSION IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, 9.Jite EOO, San Diego, CA 92101 tdephone j619l 236-1462 facsimile j619l 2.36-8192 www.smmidtdesig,.com Lie. CA 2138, NV 219, AZ34139 NO. 1 a:) Ci) 4 5 6 (z) @ 9 10 GJl @ 13 14 @ @ --=--\ . 'B . ::--.... fl • .70FS~ .Y:'~ \ ", ------31 B.00HP / ;')" 321.64HP r \ \ "' \ \ \ \ 1 (314.20IE) 320.04FS STORM DRAIN DATA DELTA/BRG SLOPE LENGTH REMARKS N08°21'24"W 2.0% 35.65' 18" PVC N81°38'36"E 12.5% 33.89' 4" PVC N08°21'24"W 2.0% 36.04' 18" PVC N55°54'45"W 1.5% 38.67' 12" PVC N36°27'45"E 9.0% 39.38' 4" PVC N50°31'05"E 2.0% 14.65' 4" PVC N55°54'45"W 1.5% 97.58' 12" PVC N56°15'53"E 1.5% 43.62' 12" PVC N56°30'40"W 2.0% 30.50' 4" PVC N40°09'40"W 2.0% 28.50' 4" PVC N51°58' 18"E 2.0% 31.07' 4" PVC N38°01'42"W 2.0% 8.45' 4" PVC N88°21'04"E 2.0% 8.34' 4" PERFORATED N60°04'51"E 2.0% 24.39' 4" PERFORATED N25°56'39"E 2.0% 8.54' 4" PERFORATED N24 ° 01 '10"E 2.0% 10.51' 4" PERFORATED =--. .. •• ,, ·ml~ FuscoE E N G I N E E R I N G 0 23/16 320. \ 7.0% -~ 320.79FS \ 320.90FS V / ,,,-/ DAYLIGHT LINE~ CMU WALL PER DETAIL 1, SHEET A9.4 F C1.1 VAPOR RETARDER PER DETAIL 1, SHEET A9.4 ID SCALE G) CONSTRUCT 2'x2' PRECAST CONCRETE CATCH BASIN WITH GRATE INLET OJ EXISTING 2" WATER METER PER AS-BUILT DWG 398-3 [TI EXISTING BACKFLOW PREVENTER PER AS-BUILT DWG 398-3 [TI EXISTING 4" SEWER MAIN TO REMAIN (D 2" BALL VALVE IN VALVE BOX G) 6" CURB PER SORSD G-1 G) 6" PERVIOUS CONCRETE PAVING PER DETAIL 1 LC-2.0 0 EXISTING 6" SEWER TO REMAIN ~ ON SHEET @ ACCESSIBLE PARKING PER SDRSD M-27A, M-28, AND M-29 @ CONSTRUCT ZERO INCH CURB PER SDRSD G-1 0 INSTALL TRUNCATED DOMES PER DETAIL 6 ON SHEET LC-2.0 [TI EXISTING 18" STORM DRAIN TO REMAIN [I] EXISTING STORM DRAIN INLET TO REMAIN 0 EXISTING 1" GAS LINE TO REMAIN 0 EXISTING 2" GAS LINE TO REMAIN ~£i~i~~-H[~}' 'j{g~,~~c,u ..-------/~ ------@ REMOVEABLE BOLLARD PER DETAIL 3 ON SHEET LC-2.2 ,, _,1/ @ INSTALL RAINBIRD 44 LRC QUICK-COUPLER IN VALVE BOX -:I' '321.16TC --320.66FS @) CONSTRUCT 4" ATRIUM STORM DRAIN INLET <ll-\\ 1 ---321.46TC __..-320.61 FS ..-..-@ DRINKING FOUNTAIN PER DETAIL 1 ON SHEET LC-2.1 @ INTEGRAL COLOR PERMEABLE CONCRETE / 321.69TC 321.19FS .-------\ -----320.96FS \ / _ -----,-----@ CONNECT TO EXISTING 1" GAS LINE. SEE SHEET P-2.2 FOfl', CONTINUATION OF NEW GAS PIPING ''""""71 \\----321.57T --321.07F ----, ............... LIM IT OF WORK @ PRECAST CONCRETE WHEEL STOP INSTALLED PER MANUFACTURE'S RECOMMENDATIONS --MATCH -------= EXISTING :::...--------@) INSTALL 1.25" BACKFLOW PREVENTER PER CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWING W-20. BACKFLOW PREVENTER MANUFACTURER AND MODEL NUMBER SHALL CONFORM WITH THE LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES BY THE STATE OF CALIFORNIA, DEPARTMENT OF HEALTH SERVICES MOST RECENT VERSION ~~~Ll....2-~Q]6F§S / @) 4" PERFORATED PVC SUBDRAIN, BEGINNING IE=FS-1.42' AND SLOPE AT 0.5% TO STORM DRAIN @ DRINKING FOUNTAIN LEACH LINE PER DETAIL 3 ON SHEET LC-2.1 @) LIGHT BOLLARDS PER SITE LIGHTING PLANS @) INSTALL IMPERMEABLE LINER (MIRAFI NT100 OR EQUAL) AT BOTTOM OF BASE COURSE FOR 1 O' AROUND BUILDING PERIMETER @ ELECTRIC VEHICLE CHARGING STATION PER ELECTRICAL PLANS @ FIXED BOLLARD PER DETAIL 2 ON SHEET LC-2.2 '-' z ~ z [l_ .33FS ( ,,. D /4 BUILDING ENLARGEMENT C1.1 ID SCALE 321.00FS STAINLESS STEEL FIXED BOLLARD WITH EMBEDDED SECURITY CORE PER LANDSCAPE PLANS ;;,w --' LJ sj-O'.'. TRUNCATED DOMES PER DETAIL 6 ON SHEET LC-2.0 MATCH EXISTING (321.94EG) 3' TRANSITION FROM O" TO 6" CURB u z 0 u 4" PERFORATED C1.1 E CURB TRANSmON ENLARGEMENT C1.1 N'.J SCALE 323.0HP ID SCALE 321.69TC 6" CURB PER SDRSD G-1 ~ ~ PVC SU BDRAI N _ .. _ ·· .. •.::.-: . -.. ::'~"~.'?-~~:•·r~.!.:?-;:·(-'/(?):::::-7;::·\~/~•.f~/.'_.:.~~-\/f:'. ~/•-:)~>·:~<•\_½/~-,_:~•:-:;.~~/-.~;':·\:-;(,rL-.~-:._:;:/.~~ :\~-~-'.-:.-~ ':-i.·:.:;;:_~·~;,:t ;-~?:=,:_':·:. -~!.::, .• ;·.; ,·"-/" .~::. _ :\~:.( ~: r-··-.... _:·.·•. 1-\-;•::,·--_• ~ {.·:, _, _ _; 321 . 19FS +-,--:!, .,_/'.'.(,~;;:~;'.:.~:? /(~v«~0YJ~-¼~~--~·-~--~•-·--~,,~x····_ :~.-...... ,s:; ,-;:, ...... , ....... ,.,, ~· wW _J (/] rn cli i'.5 ;;, w O'.'.~ w '-' [l_ w • O'.'. . '-' ~ '-' sj-<( 318.50FS IMPERMEABLE LINER ',, , //, /,, /. BOTTOM OF CURB · /,-, //,~'\_«V/,1//,//. /. /, //"-«~0-~~ -~ " _ __,, , f--<( COMPACTED ,,----....._ 4 PERFORATED PVC SUBDRAIN rn "-SUBGRADE C CURB-PLANTER TRANSITION ENCASED BY PERMEABLE AGGREGATE i':S ~ C1.1 N'.J SCALE 8.5" INTEGRAL COLOR VEHICULAR CONCRETE PAVING OVER 12" AGGREGATE BASE, MEDIUM BROOM FINISH PER LC-1.0 C1.1 ID SCALE 318.30FS 317.70LP 2'x2' PRECAST CONCRETE CATCH BASIN 12" PVC STORM DRAIN "AS BUil T" P.E. ___ EXP. __ _ REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT GRADING AND UTIIJTY PLANS FOR: DATE DATE I SHEETS I wW _J (/] rn <C i'.5 rn ::;w O'.'.~ w '-' [l_ w APPROVED BY: JOHN EDWARD MAASHOFF • O'.'. . '-' ~ '-' sj-<( i!: O'.'. 0 z ENGINEERING MANAGER PEl/61909 EXP. 9/30/17 DATE 1----+-----+---------------+---+-----+---+----< DWN BY: __ _ DATE INITIAL ,..D_A_TE~_IN_ITI_AL-+_D_AT_E~_IN_ITI_AL_, CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. EROSION CONTROL NOTESGHKJIL86AVIARA COMMUNITY PARK491-34604KWKKJTB, JJ6390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comSDG PROJECT NO: 15-405 PLT DATE: 08/23/2016 Plot Date: 2016-09-14; 01:09pm, Drawing Title: 1440-002gr-c2.0ec-dt.dwg, User ID: Kevin Wei 6C2.0C2.0C2.0C2.0C2.0C2.0C2.0(D CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE-1, SEE DETAIL G ON SHEET C-2.0 (I) STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL H ON SHEET C-2.0 Q) GRAVEL BAG CHEVRONS EVERY 50 FEET IN FLOW PATH PER CA BMP HANDBOOK SE-6, SEE DETAIL I ON SHEET C-2.0 (D SD INLET PROTECTION, PER CA BMP HANDBOOK SE-10, TYPE 3 (GRAVEL BAG), SEE DETAIL J & K ON SHEET C-2.0 @ APPLY FIBER ROLLS PER CA BMP HANDBOOK SE-5, SEE DETAIL L ON SHEET C-2.0 POTENTIAL BMPS TO BE IMPLEMENTED= "EC-1 SCHEDULING "SE-1 SILT FENCE "SE-5 FIBER ROLLS "SE-6 GRAVEL BAG BERM "SE-7 STREET SWEEPING AND VACUUMING "SE-8 SANDBAG BARRIER • SE-10 STORM DRAIN INLET PROTECTION "NS-1 WATER CONSERVATION PRACTICES "NS-J PAVING AND GRINDING OPERATIONS "NS-6 ILLICIT CONNECTION/DISCHARGE "NS-8 VEHICLE AND EQUIPMENT CLEANING "NS-9 VEHICLE AND EQUIPMENT FUELING • NS-10 VEHICLE AND EQUIPMENT MAINTENANCE • NS-12 CONCRETE CURING "NS-1J CONCRETE FINISHING " TC-1 STABILIZED CONSTRUCTION ENTRANCE " 11-M-1 MATERIAL DELIVERY AND STORAGE " 11-M-2 MATERIAL USE " 11,M-J STOCKPILE MANAGEMENT • 11-M-4 SPILL PREVENTION AND CONTROL " 11-M-5 SOLID WASTE MANAGEMENT " 11-M-6 HAZARDOUS WASTE MANAGEMENT NOTES= " 11-M-8 CONCRETE WASTE MANAGEMENT 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. _._ ... _t-:.--~::I c:: ~,.,----··•1=111, ~ ~ - - -. r ~ .-,cffi~Jllmm~= J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. " 11-M-7 CONTAMINATED SOIL MANAGEMENT 1. LOCATION OF BU/WING AND ACTIWTY AREAS (EG. FUELING ISLANDS, WAS/E CONTNNER AREA, WASH RACKS, ETC.) IS TO BE DE/ERM/Nm BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION ANO ADDEO TO THIS PLAN. " 11-M-9 SANITARY WASTE MANAGEMENT NOTE:: 8/ofP NUMBERS RUERENCE CA 8/ofP HANDBOOK LOCATION OF THESE BMPS SHALL 8£ DETE:RMINED IN THE: FIEl.D BY THE: CONTRACTOR AND aTY INSPECTOR SCHMIDT DESIGN GROUP, INC. BALAN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sxth Avenue, Suite mo, San Diego, CA 92101 taephone { 619! 2?6-1462 facsimile {619! 236-8792 www.schmidtdesign.com Lie. CA2138, NV 219, AZ34139 2. CONTRACTOR SHALL NO/E ON THIS PLAN THE LOCATIONS, IF ANY, WJERE MA 7ERIALS ARE DIRECT/_ Y EXPOsm TO STORM WA /ER. J. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS 4. ALL CONSTRUCTION GA 7ES SHALL BE SLIDING ONLY 5. BASINS ARE TO BE CLEARm OF CONSTRUCTION SILT AND MUD PRIOR TO THE INSTALLATION OF THE BASIN UNDERDRNN SYS/EM. ::"' . .. .. ,, ·ml~ FuscoE E N G I N E E R I N G 0 23/16 DIRECTION OF FLOW DIRECTION OF FLOW GRAVEL BAGS NOTE: ROW 2 & J -1 WIDE 1. ALL PROVISIONS OF BMP DETAIL SE-10 SE-1 SHALL BE APPLIED. 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH INLET OPENING , ~ STORM DRAIN INLET PROTECTION FOR '.,. ,. INLET IN SUMP CONDITION NO SCALE 50'M/N. J" TO 6" COARSE AGGREGATE 12" MIN. PROFILE EXISTING GROUND _L JO'M/N. RUMBLE RACKS PLAN e STABILIZED CONSTRUCTION ENTRANCE f'IJSCALE C BACK OF SIDEWALK RUNOFF NOTES: BURLAP SACKS TO OVERLAP ONTO CURB CURB (.__GUTTER GRAITT FILLED SANDB4GS STACKED TIGHTLY 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. SANDBAGS OF EITHER BURLAP OR WOVEN 'GEOTEXTILE' FABRIC, ARE FILLED WITH GRA VEL, LA YER ED AND PACKED TIGHTLY. J. LEAVE A ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. e DETAIL: GRAVEL BAG CHEVRONS NO SCALE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DIRECTION OF FLOW 135' 2 GRAVEL BAGS WIDE 1 GRAVEL BAG HIGH INLET OPENING CURB ' ~ GRAVEL BAG PROTECTION FOR INLET '.,. ,. IN FLOWBY CONDITION NO SCALE _y ' _y _y NOTE: ~"/-· ' ,,, ,;, ,:,, ,... ,.,, r',./;,,,, ~ 0 ,,, ,,, ,., ,;,,;,,"' 111 "/~~fr '/ ,,-I I I ~ ,,..,;,.-;, ).I-'. l.j) ,;,,;,,,, 11 C 111 INSTALL FIBER ROLL LONG A LEVEL CONTOUR _y w FIBER ROLLS_y VERTICAL SPACING MEASUERED ALONG FACE OF THE SLOPE VAR/ES BETWEEN 10' AND 20' _y -----INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE TYPICAL FIBER ROLL INSTALLATION e FIBER ROLLS NO SCALE I SHEET I N.T.S. /BER ROLL B" MIN. 3/4" X J/4" WOOD STAKES MAX. 4' SPACING "AS BUil T" P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT EROSION CONTROL PLANS FOR: DATE DATE I SHEETS I APPROVED BY: JOHN EDWARD MAASHOFF ENGINEERING MANAGER PE/161909 EXP. 9/30/17 DATE DA TE INITIAL DA TE INITIAL orn ER APPROVAL CITY APPROVAL OWN BY: CHKD BY; __ _ RVWD BY: PROJECT NO. I DRAWING NO. ELECTRICVEHICLE ONLYELECTRICVEHICLELIMIT OF WORKLIMIT OF WORKLIMIT OF WORK EROSION CONTROL NOTES7C2.186AVIARA COMMUNITY PARK491-34604KWKKJTB, JJ6390 Greenwich Drive, Suite 170San Diego, California 92122tel 858.554.1500 fax 858.597.0335www.fuscoe.comSDG PROJECT NO: 15-405PLT DATE: 08/23/2016 Plot Date: 2016-09-14; 01:07pm, Drawing Title: 1440-002gr-c2.1ec.dwg, User ID: Kevin Wei 0 10 20 401" = 20'-0"SCALE :EROSION CONTROL LEGEND\ SCHMIDT DESIGN GROUP, INC. BA LAN Cl NG ARTISTIC EXPRESS! 0 N IN DESIGN WITH ENVIRONMENTAL SENSITIVITY 1111 Sixth Avenue, 9.Jite EDD, San Diego, CA 92101 teephone j619l 2?£-1462 facsimile j619l 236-8192 www.smmidtdesig,.com Lie. CA 2138, NV 219, AZ34139 r f " 1 I I I I , I -------CHAIN-LINKE CHAIN-LINKED I I .. .. I FENCE~ STAGING AREA~ -I ---r-1 " I I -fR--x--' / r I I I \ \ \ \ =-. .. •• ,, ·ml~ FuscoE E N G I N E E R I N G 0 23/16 \ E9 \ . \ \ EXISTING FENCE TO REMAIN DURING CONSTRUCTION I F a:: 0 z DATE INITIAL ENGINEER OF WORK (D CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE-1, SEE DETAIL G ON SHEET C-2.0 (D STABILIZED CONSTRUCTION ENTRANCE, SEE DETAIL H ON SHEET C-2.0 G) GRAVEL BAG CHEVRONS EVERY 50 FEET IN FLOW PATH PER CA BMP HANDBOOK SE-6, SEE DETAIL I ON SHEET C-2.0 (3) SD INLET PROTECTION, PER CA BMP HANDBOOK SE-10, TYPE 3 (GRAVEL BAG), SEE DETAIL J & K ON SHEET C-2.0 ® APPLY FIBER ROLLS PER CA BMP HANDBOOK SE-5, SEE DETAIL L ON SHEET C-2.0 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL H/C-2.0 SILT FENCE PER SE-1 AND DETAIL G/C-2.0 GRAVEL BAGS CHEVRONS PER SE-6 AND DETAIL I/C2.0 STORM DRAIN INLET PROTECTION PER SE-1 0 TYPE 3 AND DETAILS J/C-2.0 AND K/C-2.0 FIBER ROLL PER SE-5 AND DETAIL L/C-2.0 -:::::::. -:::::::. -:::::::. -:::::::. -:::::::. -:::::::. -:::::::. -:::::::. ~ RmJ ----<D>------<0-. ·=· ,:oc:c, . 0 --FR--' ~ "AS BUil T" P.E. ___ EXP. ___ _ REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT EROSION CONTROL PLANS FOR: DATE DATE I SHEETS I APPROVED BY: JOHN EDWARD MAASHOFF ENGINEERING MANAGER PEl/61909 EXP. 9/30/17 DATE REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:57:26 AMCSCOVER SHEET FOR:AVIARA PARK08SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm 1dtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 AHLIN rou D D GENERAL DRAWING NOTES•FOR APPLICABLE CODE DATA AND PROJECT DATA INFORMATIONSEE SHEET CA1.1•FOR ADDITIONAL SUPPLEMENTARY INFORMATION SEE 8 1/2" x11" STRUCTURAL CALCULATIONS.FIRE PROTECTION NOTES•PROVIDE SEMI-RECESSED FIRE EXTINGUISHER CABINETSAND FIRE EXTINGUISHERS - 75' RUNNING DISTANCEMINIMUM FROM ANY POINT WITHIN THE BUILDING. PAINTCABINET TO MATCH ADJACENT WALL SURFACE.BUILDING DESCRIPTIONTHE NEW CARLSBAD AVIARA PARK BUILDING WILL INCLUDEA SMALL CONCESSIONS ROOM (LESS THAN 300 s.f.).STORAGE SPACES, AND MEN'S AND WOMEN'S PUBLICRESTROOMS. THE PURPOSE OF THE FACILITY IS TWO-FOLD:1.PRIVATE GROUPS: THE CITY WILL OCCASIONALLY LEASETHE FACILITY TO PROVIDE GROUPS FOR THEIR USE INSUPPORT OF THIRD-PARTY CATERING SERVICES THAT THEGROUPS WILL ENGAGE FOR THEIR OWN PRIVATEFUNCTIONS. FOOD WILL BE PREPARED OFF-SITE, BROUGHTTO THE PREMISES AND SERVED BY LICENSED CATERERS.2.PREPACKAGED FOOD FOR THE PUBLIC. THE CITY WILLOCCASIONALLY USE THIS FACILITY YO SERVE THE PUBLICPREPACKAGED FOODS IN CONJUNCTION WITH SMALL CITY-SUPPORTED/HOSTED EVENTS.PROJECT DIRECTORYOWNERCITY OF CARLSBAD PARKS AND RECREATION DEPARTMENT799 PINE AVENUE, SUITE 200CARLSBAD, CA 92008(760) 434-2974 PHONECONTACT: BARBARA KENNEDYEMAIL: Barbara.kennedy@carlsbadca.govARCHITECTDAHLIN GROUP, INC. ARCHITECTURE PLANNING539 SOUTH CEDROS AVENUESOLANA BEACH, CA 92075(858) 350-0544 PHONE(858) 350-0540 FAXCONTACT: JONATHAN SHAPEROEMAIL: jonathan.shapero@dahlingroup.comDCI ENGINEERS101 WEST BROADWAY, SUITE 1260SAN DIEGO, CA 92101(619) 234-0501 PHONE(619) 234-0582 FAXCONTACT: NATHAN FIELDSEMAIL: nfields@dci-engineers.comMECHANICAL ENGINEERRANDALL LAMB ASSOCIATES, INC.4757 PALM AVENUELA MESA, CA 91942(619) 713-5723 PHONE(619) 713-5701 FAXCONTACT: RITA GRIBBENEMAIL: RGribben@RandallLamb.comLANDSCAPE ARCHITECTSCHMIDT DESIGN GROUP, INC.1111 SIXTH AVENUE, SUITE 500SAN DIEGO, CA 92101(619) 236-1462 PHONE(619) 236-8792 FAXCONTACT: JT BARR, MARK MOSSEMAIL: jtbarr@schmidtdesign.com, mmoss@schmidtdesign.com1AAA9.1A8.11A9.1GRAPHIC SYMBOL LEGENDVICINITY MAPNO SCALEPROJECT ADDRESS1PARTIAL BUILDING SECTIONSHEET LOCATIONEXTERIOR ELEVATIONNUMBERSHEET LOCATIONINTERIOR ELEVATIONNUMBERDETAIL CUT INDICATORSHEET LOCATIONDETAIL NUMBERTYPICAL COLUMN LINE INDICATIONSWORK POINT, CONTROL POINTOR DATUM POINT INDICATIONREVISION NUMBER1AREA OF REVISIONPROJECT NORTHMATERIAL INDICATION1101201KEYNOTE INDICATIONROOM NUMBERDOOR TAG - SEE A7.2(SEE FINISH SCHEDULE -SHEET A7.2)#FEROOM OCCUPANCY/EGRESS LOADSSEE CA2.1-CA2.2FIRE EXTINGUISHERWINDOW TAG - SEESCHEDULE ON SHEETA7.2FEOR4635 AMBROSIA LANECARLSBAD, CA 92011STRUCTURAL ENGINEERDRAWING INDEXARCHITECTURAL DRAWINGSSHEET NAMECurrentRevision DateCS COVER SHEET 05/13/16AT1.1 ARCHITECTURAL TITLE SHEET 05/13/16AT1.2 ARCHITECTURAL TITLE SHEET 05/13/16AT1.3 CALIFORNIA GREEN BUILDING CODE REQUIREMENTS - NEWCONSTRUCTION05/13/16AT1.4 CALIFORNIA GREEN BUILDING CODE REQUIREMENTS - NEWCONSTRUCTION05/13/16AT1.5 CALIFORNIA GREEN BUILDING CODE REQUIREMENTS - NEWCONSTRUCTION05/13/16CA1.0 OCCUPANCY, EXITING PLAN, CODE ANALYSIS, &ACCESSIBILITY NOTES05/13/16CA3.1 SITE ACCESSIBILITY (CBC 11B) - DIAGRAMS 05/13/16CA3.2 ACCESSIBILITY DIAGRAMS (CBC 11B) 05/13/16CA3.3 ACCESSIBILITY DIAGRAMS (CBC 11B) 05/13/16CA3.4 ACCESSIBILITY NOTES & DIAGRAMS (CBC 11B) 05/13/16CA3.5 ACCESSIBILITY NOTES (CBC 11B) 05/13/16A1.1 ARCHITECTURAL SITE PLAN 05/13/16A2.0 SLAB PLAN 05/13/16A2.1 GROUND FLOOR PLAN 05/13/16A3.1 REFLECTED CEILING PLAN 05/13/16A4.1 ROOF PLAN 05/13/16A5.1 EXTERIOR ELEVATIONS 05/13/16A5.2 FIREPLACE AND TABLE ELEVATIONS 05/13/16A6.1 BUILDING SECTIONS 05/13/16A7.1 DOOR AND WINDOW SCHEDULE 05/13/16A7.2 FINISH SCHEDULE AND FINISH PLAN 05/13/16A8.1 INTERIOR ELEVATIONS 05/13/16A8.2 INTERIOR ELEVATIONS 05/13/16A9.1 ARCHITECTURAL ROOF DETAILS 05/13/16A9.2 ARCHITECTURAL WALL & ROOF DETAILS 05/13/16A9.3 ARCHITECTURAL OPENING DETAILS 05/13/16A9.4 ARCHITECTURAL FLOOR & CMU DETAILS 05/13/16A9.5 ARCHITECTURAL DETAILS 05/13/16NACODE REFERENCES•2013 CALIFORNIA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE)•2013 CALIFORNIA FIRE CODE (2012 INTERNATIONAL FIRE CODE)•2013 CALIFORNIA MECHANICAL CODE (2012 UNIFORM MECHANICAL CODE)•2013 CALIFORNIA PLUMBING CODE (2012 UNIFORM PLUMBING CODE)•2013 CALIFORNIA ELECTRICAL CODE (2011 NATIONAL ELECTRICAL CODE)•2013 CALIFORNIA GREEN BUILDING CODE (CAL GREEN)•2013 REFERENCED STANDARDS•2010 CALIFORNIA ENERGY CODE•CITY OF CARLSBAD, CALIFORNIA MUNICIPAL CODE•OSHA, OCCUPATIONAL HEALTH AND SAFETY ACT, WILLIAMSSTEIGER ACT1970 WITH CURRENT REVISIONS•OTHER CODES AS INDICATED IN TECHNICAL SPECIFICATIONS DIVISIONS2 THROUGH 48 WHERE APPLICABLENOTES•GENERAL CONTRACTOR SHALL COMPLY WITH ALLREQUIREMENTS OF AUTHORITIES HAVING JURISDICTIONRELATED TO THE INSTALLATION AND ASSOCIATEDREQUIRED TESTS AND INSPECTIONS PROIR TOCOVERING OR CONCEALING THESE MATERIALS.STRUCTURAL DRAWINGSSHEET NAMECurrentRevision DateS1.1 GENERAL STRUCTURAL NOTES 05/13/16S1.2 GENERAL STRUCTURAL NOTES 05/13/16S1.3 GENERAL STRUCTURAL NOTES 05/13/16S2.1 FOUNDATION PLAN 05/13/16S2.2 ROOF PLAN 05/13/16S3.1 FOUNDATION DETAILS 05/13/16S3.2 FOUNDATION DETAILS 05/13/16S4.1 CMU DETAILS 05/13/16S5.1 WOOD DETAILS 05/13/16MECHANICAL DRAWINGSSHEET NAMECurrentRevisionDateM0.1 MECHANICAL COVER SHEET 05/13/16M2.1 MECHANICAL FLOOR PLAN 05/13/16M5.1 MECHANICAL DETAILS 05/13/16PLUMBING DRAWINGSSHEET NAMECurrentRevision DateP0.1 PLUMBING COVER SHEET 05/13/16P2.1 PLUMBING FLOOR PLAN - WASTE AND VENT 05/13/16P2.2 PLUMBING FLOOR PLAN - WATER AND GAS 05/13/16P4.1 PLUMBING DIAGRAMS 05/13/16P5.1 PLUMBING DETAILS 05/13/16ELECTRICAL DRAWINGSSHEET NAMECurrentRevision DateE0.1 ELECTRICAL COVER SHEET 05/13/16E0.2 ELECTRICAL CONTROL DIAGRAM AND LIGHTING SCHEDULE 05/13/16E0.3 ELECTRICAL TITLE 24 05/13/16E0.4 ELECTRICAL TITLE 24 05/13/16E0.5 ELECTRICAL TITLE 24 05/13/16E0.6 ELECTRICAL TITLE 24 05/13/16E0.7 ELECTRICAL TITLE 24 AND DETAILS 05/13/16E1.1 ELECTRICAL POWER PLAN 05/13/16E2.1 ELECTRICAL LIGHTING PLAN 05/13/16E3.1 ELECTRICAL SINGLE LINE DIAGRAM 05/13/16ELECTRICAL ENGINEERRANDALL LAMB ASSOCIATES, INC.4757 PALM AVENUELA MESA, CA 91942(619) 713-5713 PHONE(619) 713-5701 FAXCONTACT: GARY EASTLEYEMAIL: GEASTLEY@RandallLamb.comR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:29 AMAT1.1ARCHITECTURAL TITLE SHEET FOR:A5.11NORTH09A M B R OS IA L N.POINSETTIA LN.SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 wWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 CITY OF OCEANSIDE 78 CITY OF VISTA PROJECT SITE Q ' I ' I PACIFIC OCEAN CITY OF ENCINITAS 0------f---D I ' ! 0 0 ('-__ ) D 0 ~ 0 AHLIN LJ D D e-----------L------+------------------, L______=Jj ~- R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:35 AMAT1.2ARCHITECTURAL TITLE SHEET FOR:Aluminum StorefrontAluminum Sash WindowAsphalt ConcreteArea DrainAs SpecifiedAcoustical TileBeamBelowArchitectural or ArchedApproximateBase or BottomBottom of BeamBottom of ConcreteBottom of SteelBlockingBottomCold WaterAudio/VisualandAboveatAnchor BoltC. or C.W.C.J.ARCH.BTM.BLKG.B.O.S.B.O.C.B.O.BM.BLW.BM.B.A.V.APPROX.A.T.A.S.A.D.A.C.A.B.A.S.W.A.F.ABV.@&ABBREVIATIONSCBAJointJoistJunction BoxJanitorKiln DriedLockerLouverPoundKitchenKickplate or King PostLinear FootLag ScrewLaminateLavatoryLaundryMinuteMachine BoltMedicine CabinetMetalMoisture ResistantMachine ScrewMaterialMaximumMechanicalMembraneMedium Density Overlay(')M.D.O.MEMB.MECH.MAX.MATL.M.S.M.R.MET. or MTL.M.C.M.B.LNDY.LAV.LAM.L.S.L.F.LB. or #LVR.LKR.KP.KIT.K.D.JAN.J.B.JST. or J.JT. or J.LMJKConstruction Joint orControl JointCTR(D)Center(ed)Curtain WallPenny (nails)CWD.F.dColumnCarpetConcreteCondenserContinuousCorridorCasementCeiling JoistClosetClearConcrete Masonry UnitCement PlasterCeramic TileCabinetCantileverCeilingCenter LineCSMT.CORR.CONT.COND.CONC.COL.CLG.CLR.CPT.CLO.C.L.CANT.CAB.C.T.C.P.C.M.U.C.J.DDrinking Fountain orDouglas FirElevationHeightHot WaterHollow CoreHollow MetalHandrailHeating, Ventilation and Air ConditioningGround Fault InterrupterGalvanized Sheet MetalGarbage DisposalGuard RailingGage, GaugeGallonGalvanizedGarageGlass BlockGlue LaminatedGypsum BoardEqualEquipmentEt ceteraExistingExpansion JointExteriorFloorFloor DrainFire ExtinguisherFinish FloorFlat Head ScrewFloor JoistFoam MoldingsFace of ConcreteFace of FinishFace of MasonryFace of PlywoodFace of StudsFloor SinkFabricateFoundationFinishFixture or FixedFluorescentForced Air UnitFootingFurringFire-Retardant TreatedDetailDownDryerDouble HungDoubleDegreeDepartmentDiameterDiagonalDimensionDisposalDoor or DrainDrawerEachDishwasherDrawing(s)Expansion BoltEdge NailEach WayElectricalDownspoutH.V.A.C.H. RAIL.H.M.H.C.H. or H.W.H., HT. or HGT.GYP. BD.or G.B.GLULAM. or G.L.GL. B.GAR.GALV.GAL.GA.G. RAIL.G.S.M.FIN.FRT.G.D.FURR.FTG.G.F.I.FLUOR.FIX.FLR.FDN.FAB.F.S.F.O.S.F.O. PLYWD.F.O.M.F.O.F.F.O.C.F.M.F.J.DWR, D.ETC.F.A.U.F.H.S.F.F.F.E.F.D.EXT.EXP. JT.or E.J.EXIST. (E)EQUIP.ELEV.ELEC.E.W.E.N.E.B.EQ.EA.DS.DWG(S)DW.DR.DISP.DIM.DIAG.DIA.DRY.DN.DEPT.DEG.DBL.D.H.DET.HGFEInchIn ContractInside DiameterIncandescentInformationInsulationINSUL.INFO.INCAD.I.D.I.C.IN. or "HeaderHosebibbHardwoodHorizontalHOR.HDWD.HB.HDR.IInteriorINT.PT.PointStainless SteelSquare YardSquare Foot/FeetSpecificationsSheathingSouthwest, Shear Wall, or Stem WallSheet VinylSanitary Sewer or Select StructuralSee Structural DrawingsSee Plumbing DrawingsSKLT.SkylightSQ. FT. or S.F.SST.SQ. YD.SPKR.SQ.SPECS.SL.SquareSpeakerSlidingSHR.SK.SIM.SHTNG.SHT.S.W.S.S.S.V.S.S.D.S.P.D.ShowerSinkSimilarSheetResawn (Rough Sawn)Sheet Metal ScrewSee Mechanical DrawingsSheet MetalSee Landscape DrawingsSee Kitchen DrawingsSingle HungSingle GlazedSee Electrical DrawingsSee Civil DrawingsSoutheastSolid CoreSupply Air GrillSupply AirRefrigerator(tion)(ant)ReferenceReceptacleRound or RoadRain Water LeaderRubber TileRough OpeningRoof JoistRight HandRiser or RightRM.RoomS.C.S.H.S.M.S.S.M.D.S.M.S.L.D.S.K.D.S.G.S.E.D.S.C.D.S.E.S. or SH.S.A.S.A.S.(")RWD.RUB.RS.ShelfSouthSecondRedwoodRubberRF. or R.RAD. or R.REFR.RFT.REV.RESIL.REF.RECP.RD.R.W.L.RafterRoofRevisionResilientRadiusR.T.R.O.R.J.R.H.R.QT.QuartPerforatedPerpendicularPrefabricatedNortheastNot In ContractNot To ScaleNorthwestOn CenterOutside DiameterOriented Strand BoardOverhangPublic AddressPrecast Concrete or Pipe ColumnPre-fabricated TrussPanel HardwareProperty LinePlastic LaminatePressure TreatedPressure Treated Douglas FirOPP.OppositePNL.PREFAB.POL.PR.PNT.PLYWD.PERP.PERF.P.T.D.F.PL. or P.PanelPaintPairPolishedPlatePlywoodP.C.P.T.P. LAM.P.L.P.H.P.F.T.P.P.A.PoleNO. or #NumberOPNG.OH.OFF.O.S.B.O.D.O.C.NOM.O/OfficeOpeningOverNominalN.N.W.N.T.S.N.I.C.N.E.(N)MULT.MUL.NorthMullionMultipleNewMetal FrameManufactureMiscellaneousManufactured SuppliedMS.MISC.MIN.MFR.MIR.MF.MirrorMinimumSRQPONT.S.Tube SteelUnderwriter's LaboratoryWelded Wire MeshWood Sash WindowWeather-strippingWater ResistantWaterproof MembraneWaterproof or Work PointWood Frame or Wide FlangeWater Closet or Wall CoveringsWest, Watt or WidthVinyl TileVinyl Sash WindowVerify In FieldVinyl Composition TileUndercutUnless Otherwise NotedUniform Building CodeTemperedTelephoneVYL.VinylW.S.WDW.YD.WT.WD.WASH.W.W.M.W.S.W.WindowYardWeightWoodWasherW/OW.R.W.P.M.W.P.W.F.W.C.W/W.WithoutWithV.C.T.VERT.V.T.V.S.W.V.I.F.UR.UC.U.O.N.VerticalUrinalTLT.U.L.U.B.C.TYP.THK.TER.TEMP.TEL.ToiletTypicalThickTerrazzoToilet Room AccessoriesTop of WallTop of Stem WallTop of SubfloorTop of SteelTop of Roof SheathingTop of Plate or Top of PavementTop of Finish FloorTop of Curb or ConcreteTop of BeamTrash CompactorTowel Bar or Telephone BoardTongue and GrooveTop and BottomTread or TopSymmetricalSuspendedStationaryStreet or StoneT.O.BM.T.R.A.T.N.T.O.W.T.O.S.W.T.O.S.F.T.O.S.T.O.R.T.O.P.T.O.F.F.T.O.C.Toe NailT.T.C.T.B.T. & G.T. & B.SYM.SUSP.STOR.StorageSTL.STA.ST.SteelXYZWVUT10D D SCHMIDT DESIGN GROUP • INC • BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY \ 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 It * WWoN.schm 1dtdesign.com 'I .. ~-/'I. DAHLIN Lie. C,tr, 2138, NV 219, AZ 34139 ~ u-I I 7 grour= I j I I CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE.301.3 NON RESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC]SECTION 302 MIXED OCCUPANCY BUILDING302.1 MIXED OCCUPANCY BUILDINGS.ABBREVIATION DEFINITIONS:Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. voluntary greenbuilding measures are also included in the application checklists and maybe be included in the design and construction of structures covered by this code, but are notrequired unless adopted by a city, county, or city and county as specified in section 101.7The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or buildingalterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sectionsrelevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations[AA]. when the code section applies to both, no banner will be used.In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.ACDBSCDSA-SSOSHPDLRHRAANDepartment of Housing and Community DevelopmentCalifornia Building Standards CommissionDivision of the State Architect, Structural SafetyOffice of Statewide Health Planning and DevelopmentLow RiseHigh RiseAdditions and AlterationsNewCHAPTER 5NONRESIDENTIAL MANDATORY MEASURESDIVISION 5.1 PLANNING AND DESIGNSECTION 5.101 GENERALSECTION 5.102 DEFINITIONS5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentallyresponsible site selection, building design, building siting and development to protect, restore and enhance the environmental qualityof the site and respect the integrity of adjacent properties.5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference)CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This appliesto all lateral angles around the luminaire.LOW-EMITTING AND FUEL EFFICIENT VEHICLES. eligible vehicles are limited to the following:NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 ofthe Vehicle Code or in 49CFR571.500 (as existed on July 1, 2000), and is certified to zero-emission vehicle standards.TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such asemployees, as distinguished from customers and other transient visitors.VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carryingmore than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-relatedtransportation of adults for the purpose of ridesharing.ZEV. Any Vehicle certified to zero-emission standards.1.2.Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV),advanced technology PZEV (ATZEV) or CNG fueled (original equipment manufacturer only) regulated under Healthand Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962.High-efficiency vehicles, regulated by U.S. EPA, bearing High Occupancy Vehicle (HOV) car pool lane stickersissues by the Department of Motor Vehicles.NOTE: Source: Vehicle Code, Division 1, Section 6685.106.1 STORM WATER POLLUTION PREVENTION. Newly constructed projects and additions which disturb less than one acre ofland shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.5.106.1.2 Best Management Practices (BMP). Prevent the loss of soil through wind or water erosion by implementing aneffective combination of erosion and sediment control and good housekeeping BMP.1.2.Soil loss BMP that should be considered for each project include, but are not limited to, the following:a.b.c.d.e.f.g.h.i.j.k.a.b.c.d.e.f.g.Good housekeeping BMP to manage construction equipment, materials and wastes that should be considered forimplementation as appropriate for each project include, but are not limited to, the following:Scheduling construction activity.Preservation of natural features, vegetation and soil.Drainage swales or lined ditches to control stormwater flow.Mulching or hydroseeding to stabilize disturbed soils.Erosion control to protect slopes.Protection of storm drain inlets (gravel bags or catch basin inserts).Perimeter sediment control (perimeter silt fence, fiber rolls).Sediment trap or sediment basin to retain sediment on site.Stabilized construction exits.Wind erosion control.Other soil loss BMP acceptable to the enforcing agency.Material handling and waste management.Building materials stockpile management.Management of washout areas (concrete, paints, stucco, etc).Control of vehicle/equipment fueling to contractor's staging area.Vehicle and equipment cleaning performed off site.Spill prevention and control.Other housekeeping BMP acceptable to the enforcing agency.5.106.4.1 Bicycle Parking. [BSC] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance,whichever is stricter.SECTION 5.106 SITE DEVELOPMENT5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section103, comply with Section 5.106.4.1 For buildings within the authority of the Division of the State Architect pursuant to Section 105,comply with Section 5.106.4.2DIVISION 5.2 ENERGY EFFICIENCYSECTION 5.201 GENERAL5.201.1 Scope. For the Purposes of mandatory energy efficiency standards in this code, the California Energy Commission willcontinue to adopt mandatory building standards.DIVISION 5.3 WATER EFFICIENCY AND CONSERVATIONSECTION 5.301 GENERALSECTION 5.302 DEFINITIONS5.101.1 SCOPE The provisions of this chapter shall establish the means of conserving water use indoors, outdoors, and in wastewaterconveyance.5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not beencontaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does notpresent a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is notlimited to wastewater from bathtubs, showers, bathroom washbasins, clotheswashing machines and laundry tubs, but does not includewaste water from kitchen sinks or dishwashers.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California model ordinance regulating landscape design,installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance 9California Code ofRegulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies arerequired to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards.See definition in the California Plumbing Code, Part 5.POTABLE WATER. [HCD]. Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. EnvironmentalProtection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.RECYCLED WATER. Water which, as a result of treatment of waste is suitable for a direct beneficial use of a controlled use that wouldnot otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining aquality that is suitable to use the water again.SUBMETER. A meter installed subordinate to a site meter. usually used to measure water intended for one purpose, such aslandscape irrigation. For the purposes of CALGreen, ad dedicated meter may be considered a submeter.WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowancecalculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).5.103.1.1 Buildings in excess of 50,000 square feet. Separate submeter shall be installed as follows:SECTION 5.303 INDOOR WATER USE5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.1.For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day(380L/day) including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dentaloffice, laboratory , or beauty salon or barber shop.2.Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:a.Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).b.Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).c.Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).5.106.4.2.1 Short-term bicycle parking. Provide permanently anchored bicycle racks within 200 feet of the studententrance, readily visible to passers-by , for 5% of the student population based on the total occupant load of the campus,with a minimum of one two-bike capacity rack.5.106.4.2.2 Long-term bicycle parking. Provide secure bicycle parking for 5% or employees, based on the total numberof motorized vehicle parking capacity in the staff parking lot, with a minimum of one space. Acceptable bicycle parkingfacilities shall be convenient from the street or staff parking areas and shall meet one of the following:1.2.3.Covered, lockable enclosures with permanently anchored racks for bicycles;Lockable bicycle rooms with permanently anchored racks; orLockable, permanently anchored bicycle lockers.Table 5.106.5.2 - ParkingTOTAL NUMBER OF PARKING SPACESNUMBER OF REQUIRED SPACES0 - 9010 - 25125 - 50351 - 75676 - 1008101 - 15011151 - 20016201 AND OVERAT LEAST 8% OF TOTAL5.106.5.2.1 Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the loweredge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle:CLEAN AIR / VAN POOL / EVNote: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be consideredeligible for designated parking spaces.1.The minimum requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 of theCalifornia Administrative Code; and2.Backlight, Uplight, and Glare (BUG) ratings as defined in IEX TM-15-11; and3.Allowable BUG ratings not exceeding those shown in Table 5.106.8, or comply with local ordinance lawfullyenacted pursuant to Section 101.7, whichever is more stringent.Exceptions: [N]1.Luminaires that qualify as exceptions in Section 147 of the California Energy Code.2.Emergency lighting.1.Swales.2.Water collection and disposal systems.3.French drains.4.Water retention gardens.5.Other water measures which keep surface water away from buildings and aid in groundwater recharge.Exception: Additions and alterations not altering the drainage path.5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surfacewater flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to thefollowing:5.106.8 LIGHT POLLUTION REDUCTION. [N] Outdoor lighting systems shall be designed and installed to comply with the following:5.106.5.2 DESIGNATED PARKING. In new projects or additions or alterations that add 10 or more vehicular parking spaces,provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as required inTable 5.106.2. The specific details for the parking must be submitted and approved by City Planning Department.5.106.4.2 Bicycle Parking. [DSA-SS] For public schools and community colleges, comply with Section 5.106.4.2.1 and 5.106.4.5.106.4.1.1 Short -term bicycle parking. [BSC] If the project or an addition or alteration is anticipated to generate visitortraffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-byfor 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.5.106.4.1.2 Long-term bicycle parking. For new buildings with over 10 tenant-occupants or for additions or alterationsthat add 10 or more tenant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicleparking spaces being added. with a minimum of one space. Acceptable parking facilities shall be convenient from thestreet and shall meet on of the following:Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento AreaBicycle Advocates1.2.3.Covered, lockable enclosures with permanently anchored racks for bicycles;Lockable bicycle rooms with permanently anchored racks; orLockable, permanently anchored bicycle lockers.5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closes and urinals) andfittings (faucets and showerheads) shall comply with the following:5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.5.303.3.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush.5.303.3.3 Showerheads.Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of tworeduced flushes and one full flush.5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons perminute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSenseSpecification for Showerheads.5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, thecombined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed2.0 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation ata time.Note: a handheld shower shall be considered a showerhead.5.303.4 WASTEWATER REDUCTION. [N] Each building shall reduce by 20 percent wastewater by one of the following methods:5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fitting shall be installed in accordance withthe California Plumbing Code, and shall meet the applicable standards reference in Table 1401.1 of the California Plumbing Codeand in Chapter 6 of this code.1.[BSV, DSA-SS] The installation of water-conserving fixtures (water closets, urinals) meeting the criteria established insections 5.303.2 or 5.303.3.2.[BSC] Utilizing non-potable water systems [captured rainwater, graywater, and municipally treated wastewater (recycledwater) complying with the current edition of the California Plumbing Code or other methods described in Section A5.304.8.TABLE 5.303.2.2 - WATER USE BASELINESHOWER HEADSFLOW RATEDURATIONDAILY USESOCCUPANTS2.0 GPM @ 80 PSI5 MIN.1X0.5 GPM @ 60 PSI.25 MIN.32.2 GPM @ 60 PSI4 MIN.2.2 [RIM SPACE(IN./20 GPM @ 60 PSI]0.25 [RIM SPACE(IN.)/20 GPM @ 60 PSI]0.25 MIN.1.28 GAL/FLUSH1 FLUSH1 MALE ,3 FEMALEXXXXXXXXXFIXTURE TYPELAVATORY FAUCETS(NON-RESIDENTIAL)KITCHEN FAUCETSREPLACEMENT AERATORSWASH FOUNTAINSMETERING FAUCETS FOR WASHFOUNTAINSGRAVITY TANK WATER CLOSETFLUSHOMETER TANK WATER CLOSETFLUSHOMETER VALVE WATER CLOSETELECTROMECHANICAL HYDRAULICWATER CLOSETFLOW RATE1 FLUSH2 MALEXURINALS12.2 GPM @ 60 PSI.25 GAL/CYCLE0.25 MIN.XMETERING FAUCETS31.28 GAL/FLUSH1.28 GAL/FLUSH1.28 GAL/FLUSH1 FLUSH1 FLUSH1 FLUSH1 MALE ,3 FEMALE1 MALE ,3 FEMALE1 MALE ,3 FEMALE2a2b11112FIXTURE "WATER USE" = FLOW RATE X DURATION X OCCUPANTS X DAILY USES1. THE DAILY USE NUMBER SHALL BE INCREASED TO THREE IF URINALS ARE NOT INSTALLED IN THE ROOM2. REFER TO TABLE A, CHAPTER 4, CALIF. PLUMBING CODE, FOR OCCUPANT LOAD FACTORS.3. USE WORKSHEET WS-1 TO CALCULATE BASELINE WATER USE.a. SHOWER USE BY OCCUPANTS DEPENDS ON THE TYPE OF USE OF A BUILDING OR PORTION OF A BUILDING,E.G., TOTAL OCCUPANT LOAD FOR A HEALTH CLUB, BUT ONLY A FRACTION OF THE OCCUPANTS IN AN OFFICEBUILDING AS DETERMINED BY THE ANTICIPATED NUMBER OF USERSb. NONRESIDENTIAL KITCHEN FAUCET USE IN DETERMINED BY THE OCCUPANT LOAD OF THE AREA SERVED BYTHE FIXTURETABLE 5.303.2.3 - FIXTURE FLOW RATESFIXTURE TYPEKITCHEN FAUCETSSHOWERHEADSMETERING FAUCETSLAVATORY FAUCETS - NONRESIDENTIALMAX. FLOW RATE @ 20% REDUCTION1.8 GPM @ 60 PSI2 GPM @ 80 PSI0.20 GALLONS/CYCLE0.5 GPM @ 60 PSISECTION 5.304 OUTDOOR WATER USE5.304.1 WATER BUDGET. A water budget shall be developed for landscape irrigation use that installed in conjunction with a newbuilding or an addition or alteration conforms to the local water efficient landscape ordinance or to the California Department ofWater Resources Water Efficient Landscape Ordinance where no local ordinance is applicable.5.304.2 OUTDOOR POTABLE WATER USE. For new water service or for addition or alteration requiring upgraded water service forlandscaped areas of at least 1,000 square feet but not more than 5,000 square feet (the level at which Water Code 535 applies),separate submeters or metering devices shall be installed for outdoor potable water use.5.304.3 IRRIGATION DESIGN. In new nonresidential construction with at least 1,000 but not more than 2,500 square feet ofcumulative landscaped area (the level at which the MWELO applies), install irrigation controllers and sensors which include thefollowing criteria, and meet manufacturer's recommendations.NOTE: Prescriptive measures to assist in compliance with the water budget are listed in Sections 492.5 through 492.8,492.10 and 492.11 of the ordinance, which may be found at:http://www.water.ca.gov/wateruseefficiency/docs/WaterOrdSec492.cfm5.304.3.1 Irrigation controllers. Automatic irrigation system controllers installed at the time of final inspection shall comply withthe following:1.Controllers shall be weather -or soil moisture- based controllers that automatically adjust irrigation in response to changes inplants' needs as weather conditions change.2.Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have aseparate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture-based controllersare not required to have rain sensor input.Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association.3WATER CLOSETSURINALS1.28 GALLONS / FLUSH0.5 GALLONS / FLUSH5.103.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a newbuilding or within an addition that is projected to consume more than 1,000 gal/day.5.303.2 WATER REDUCTION. Plumbing fixtures shall meet the maximum flow rate values shown in Table 5.303.2.3Exception: Building that demonstrate 20% overall water use reduction. In this case, a calculation demonstrating a20% reduction in the building "water use baseline," as established in Table 5.303.2.2, shall be provided.5.303.2.1 Areas of addition or alteration. For those occupancies within the authority of the California BuildingStandards Commission as specified in Section 103, the provisions of Section 5.303.2 and Section 5.303.3 shallapply to new fixtures in additions or areas of alteration to the building.CHAPTER 1ADMINISTRATIONSECTION 102 CONSTRUCTION DOCUMENTS AND INSTALLATION VERIFICATION102.3 VERIFICATION.Prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department officialwritten verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction.INSPECTORSIGNOFFR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:41 AMAT1.3CALIFORNIA GREEN BUILDING CODEREQUIREMENTS - NEW CONSTRUCTION FOR:INSPECTORSIGNOFFINSPECTORSIGNOFF11D D D SIGN GROUP, INC. SCHMIDT E ,.. EXPRtSS_ION_IN DESIGN BALANCING ARTl1T~l-:-AL $EN$111VllY WIIH ENVll{QNM ·te oo San Diego, CA 92101 1111 Sixth A"·enue, Sui / f csimile {619} 236-8792 tetephone {619} 236-14 2 a WWoN.schm idtdesign.com • -Lie. C,tr, 21]8, NV 219, AZ 34139 l J -Kl" l Jl pAHLIN _grou.1 D D D D D D D D D D 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N]. The expectations and requirements ofthe building appropriate to its phase shall be documented before the design phase of the project begins. Thisdocumentation shall include the following:1.Heating, ventilation, air conditioning (HVAC) systems and controls [refer to 2013 California Energy Code,Section 120.8 (c)].2.Indoor lighting system and controls [refer to 2013 California Energy Code, Section 120.8(c)]3.Water heating system [refer to 2013 California Energy Code, Section 120.8(c)]4.Renewable energy systems.5.Landscape irrigation systems.6.Water reuse systems.1.Environmental and sustainability goals.2.Energy efficiency goals [refer to 2013 California Energy Code, Section 120.8 (b)].3.Indoor environmental and sustainability goals.4.Energy efficiency goals [refer to 2013 California Energy Cod, Section 120.8(b)].5.Equipment and systems expectations.6.Building occupant and operation and maintenance (O&M)personnel expectations.5.410.2.2 Basis of Design (BOD). [A] A written explanation of how the design of the building systems meets the OPRshall be completed at the design phase of the building project. The Basis of Design document shall cover thefollowing systems:5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be complete to document howthe project will be commissioned. The commissioning plan shall include the following:1. General project information.2. Commissioning goals.3. Systems to be commissioned. Plans to test systems and components shall include:4. Commissioning team information.5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioningshall be includeda. An explanation of the original design intent.b. Equipment and systems to be tested, including the extent of tests.c. Functions to be tested.d. Conditions under which the test shall be performed.e. Measurable criteria for acceptable performance.5.410.2.4 Functional performance testing. [A] Functional performance tests shall demonstrate the correctinstallation and operation of each component, system and system-to-system interface in accordance with theapproved plans and specifications. Functional performance testing reports shall contain information andaddressing each of the building components tested, the testing methods utilized, and include any readings andadjustments made.5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required,including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR),Title 8, Section 5142, and other related regulations.5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within thesystems manual and delivered to the building owner or representative. The systems manual shall include the following:1.Site information, including facility description, history and current requirements.2.Site contact information.3.Basic operations and maintenance, including general site operating procedures, basic troubleshooting,recommended maintenance requirements, site events log.4.Major systems.5.Site equipment inventory and maintenance notes.6.A copy of verifications required by the enforcing agency or this code.7.Other resources and documentation, if applicable.5.410.2.5.2 Systems operations training. [N] Documentation of the operational aspects of the building shall becompleted within the systems manual and delivered to the building owner or representative. The systems manual shallinclude the following:5.410.2.6 Commissioning report. A report of commissioning process activities undertaken through the design, construction phasesof the building project shall be completed and provided to the owner or representative.Note: Guidance on implementation and enforcement of commissioning requirements, including sample compliance formsand templates, may be found in Appendix A6, Division A6.1, of this code.5.410.4 TESTING AND ADJUSTING. Testing and adjusting of systems shall be required for buildings less than 10,000 square feet ornew systems to serve an addition or alteration subject to Section 303.1.5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testingand adjusting shall include at a minimum, as applicable to the project:1.HVAC systems and controls.2.Indoor and outdoor lighting and controls.3.Water heating systems.4.Renewable energy systems.5.Landscape irrigation systems.6.Water reuse systems.5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications andapplicable standards on each system.5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving abuilding or space is operated for normal use, the system shall be balanced in accordance with the procedures definedby the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing BureauProcedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency.5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individualresponsible for performing these services.5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating andmaintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHArequirements in CCR, Title 8, Section 5141, and other related regulations.5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcingagency.SECTION 5.501 GENERAL5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating,and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.DIVISION 5.5 ENVIRONMENTAL QUALITYSECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibeladjustment is added to the equivalent continuous sound exposure level for evening hour (7pm to 10pm) in addition to the 10dB nighttimeadjustment used in the Ldn.COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard."composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, orientedstrand board, blue laminated timer, timer, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code ofRegulations (CCR), Title 17, Section 93120.1 (a).MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2-1999REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in thetroposphere.VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressuresgreater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen,nitrogen and other elements. See CCR Title 17, Section 94508 (a).Note: See CCR, Title 17, Section 93120.1Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in thatspecific regulation is the one that prevails for the specific measure in question.SECTION 5.503 FIREPLACES5.503.1 GENERAL. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove orpellet stove, and refer to residential requirements in the California Energy Code, Title, 24, Part 6, Subchapter 7, Section 150.Woodstoves, pellet stoves, and fireplaces shall comply with applicable local ordinances.5.503.1.1 Woodstoves Woodstoves and pellet stoves shall comply with U.S. EPA Phase II emission limits where applicable.TABLE 5.504.4.1 - ADHESIVE VOC LIMITLess Water and Less Exempt Compounds in Grams per LiterARCHITECTURAL APPLICATIONSCURRENT VOC LIMIT5050150100605065505050701002505051049032525055080250140250INDOOR CARPET ADHESIVESCARPET PAD ADHESIVESOUTDOOR CARPET ADHESIVESWOOD FLOORING ADHESIVESRUBBER FLOOR ADHESIVESSUBFLOOR ADHESIVESCERAMIC TILE ADHESIVESVCT & ASPHALT TILE ADHESIVESDRYWALL & PANEL ADHESIVESCOVE BASE ADHESIVESMULTIPURPOSE CONSTRUCTION ADHESIVESSTRUCTURAL GLAZING ADHESIVESSINGLE-PLY ROOF MEMBRANE ADHESIVESOTHER ADHESIVES NOT SPECIFICALLY LISTEDSPECIALTY APPLICATIONSPVC WELDINGCPVC WELDINGABS WELDINGPLASTIC CEMENT WELDINGADHESIVE PRIMER FOR PLASTICCONTACT ADHESIVESPECIAL PURPOSE CONTACT ADHESIVESTRUCTURAL WOOD MEMBER ADHESIVETOP & TRIM ADHESIVESUBSTRATE SPECIFIC APPLICATIONS3050503080METAL TO METALPLASTIC FOAMSPOROUS MATERIAL (EXCEPT WOOD)WOODFIBERGLASS1.IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVEWITH HIGHEST VOC CONTENT SHALL BE ALLOWED.2.FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENTSPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE1168www.arb.ca.gov/DRDB/SC/CURHTML/R1168TABLE 5.504.4.2 - SEALANT VOC LIMITLess Water and Less Exempt Compounds in Grams per LiterSEALANTSCURRENT VOC LIMIT250760300250450420250ARCHITECTURALMARINE DECKNONMEMBRANE ROOFROADWAYSINGLE-PLY ROOF MEMBRANEOTHERSEALANT PRIMERSARCHITECTURALNONPOROUS775500760750POROUSMODIFIED BITUMINOUSMARINE DECKOTHERNOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOCCONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENTDISTRICT RULE 11681 2SECTION 5.504 POLLUTANT CONTROL5.504.1.3 Temporary ventilation. The permanent HVAC system shall only be used during construction if necessary tocondition the building or areas of addition or alteration within the required temperature range for material and equipmentinstallation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value(MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filtersimmediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction.5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation, orduring storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other relatedair distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcingagency to reduce the amount of dust, water and debris which may collect in the system.5.504.4 Finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.4.5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirementsof the following standards:1.Adhesives, adhesive bonding primers adhesive primers, sealants, sealant primers and caulks shall comply with localor regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOClimits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition onthe use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene andtrichloroethylene), except for aerosol products as specified in subsection 2, below.2.Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, lesspackaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall complywith statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, ofCalifornia Code of Regulations, Title 17, commencing with Section 94507.SECTION 5.401 GENERALSECTION 5.402 DEFINITIONS5.401.1 WATER BUDGET. The provisions of this chapter shall outline means of achieving material conservation and resource efficiencythrough protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollutionthrough recycling of materials, and building commissioning or testing and adjusting.5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to designquantities.BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, includingverifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained tomeet the owner's project requirements.TEST. A procedure to determine quantitative performance of a system or equipment.SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California BuildingCode Section 1403.2 (Weather Protection) and California Building Code Section 150, (Mandatory Features and Devices), manufacturer'sinstallation instructions or local ordinance, whichever is more stringent.5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to preventwater intrusion into buildings as follows:5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by usingnonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to use openings plus at least oneof the following:1.An installed awning of at least 4 feet in depth.2.The door is protected by a roof overhand at least 4 feet in depth.3.The door is recessed at least 4 feet.4.Other methods which provide equivalent protection.5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50% of the non-hazardousconstruction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.3; or meet a local construction and demolition wastemanagement ordinance, whichever is more stringent.5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition wastemanagement ordinance, submit a construction waste management plan that:1.Identifies the construction and demolition waste materials to be diverted from disposal be efficient usage, recycling,reuse on the project or salvage for future use or sale.2.Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed(single stream).3.Identifies diversion facilities where construction and demolition waste material collected will be taken.4.Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight orvolume, but not by both.5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation thatthe percentage of construction and demolition waste material diverted from the landfill complies with this section.Note: The owner or contractor shall make the determination if the construction and demolition waste material will bediverted by a waste management company.Exceptions to Sections 5.408.1.1 and 5.408.1.21.Excavated soil and land-clearing debris.2.Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilitiescapable of compliance with this item do not exist.3.Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed twopounds per square foot of building area may be deemed to meet the 50% minimum requirement as approved by the enforcingagency.5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance withSection 5.408.1.1, through 5.408.1.3 The waste management plan shall be updated as necessary and shall be accessibleduring construction for examination by the enforcing agency.Notes:1.Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located atwww.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the wastemanagement plan.2.Mixed construction and demolition debris processors can be located at the California Department of ResourcesRecycling and Recovery (CalRecycle).5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. [BSC] 100 percent of trees, stumps, rocks and associated vegetationand soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on siteuntil the storage site is developed.Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.Notes:1.If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow itsdirection for recycling or disposal of the material.2.For a map of known pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture.(www.cdfa.ca.gov)SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for thedepositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass,plastics and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.5.410.1.1 Additions. [A] All additions conducted within a 12-month period under single or multiple permits, resulting in anincrease of 30% or more in floor area, shall provide recycling areas on site.5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18 Part 3, Division 30 of the PublicResources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle'sweb site.5.410.2 COMMISSIONING. [N] For new buildings 10,000 square feet and over, building commissioning shall be included in the design andconstruction processes of the building project to verify that the building systems and components meet the owner's or ownerrepresentative's project requirements. Commissioning shall be performed in accordance with this section by trained personnel withexperience on projects of comparable size and complexity. Commissioning requirement shall include:1.Owner's or Owner representative's project requirements.2.Basis of design.3.Commissioning measures shown in the construction documents.4.Commissioning plan.5.Functional performance testing.6.Documentation and training.7.Commissioning report.Exceptions:1.Dry storage warehouses of any size.2.Areas under 10,000 square feet used for offices or other conditioned accessory spaces within dry storage warehouses.3.Tenant improvements under 10,000 square feet as described in Section 303.1.14.Commissioning requirements for energy systems covered by the 2013 California Energy Code.All building systems and components covered by Title 24, Part 6, as well as process equipment and controls, and renewableenergy systems shall be included in the scope of the commissioning requirements.DIVISION 5.4 MATERIAL CONSERVATION ANDRESOURCE EFFICIENCYINSPECTORSIGNOFFR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:46 AMAT1.4CALIFORNIA GREEN BUILDING CODEREQUIREMENTS - NEW CONSTRUCTION FOR:INSPECTORSIGNOFFINSPECTORSIGNOFF12D D D D D D D D D SCHMIDT DESIGN GR OUPt INC. BALANCING ARTIST WIIH ENVll{0NME~fAEXfRi:SS_ION IN DESIGN L EN$111VITY 1111 Sixth A"·enue su·t tetephone {619} ;36-~ e6;o{ Sa_n ~iego, CA 92101 C ww-w.schmidtdesign.cim acs1mile {619} 236-8792 " Lie. C,tr, 2138, NV 219, AZ 34139 ~-'I , * DAHLIN I ~ J-I I grour I j I I 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcingagency. Documentation may include, but is not limited to, the following:5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing and productrequirements:1.Carpet and Rug Institute's Green Label Plus Program.2.Compliant with the VOC-emission limits and testing requirements specified in the California Department of PublicHealth Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from IndoorSources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V1.1or Specification 01350).3.NSF/ANSI 140 at the Gold level or higher;4.Scientific Certifications Systems Sustainable Choice; or5.Compliant with the California Collaborative for High Performance Schools (CA-CHPS) Criteria Interpretation for EQ2.2 dated July 2012 and listed in the CHPS High Performance Product Database.5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of theCarpet and Rug Institute Green Label program.5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.1.Manufacturer's product specification2.Field verification of on-site product containers5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite woodproducts used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB'sAir Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCMmust meet the specified emission limits, as shown in Table 5.504.4.5.5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARBArchitectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. TheVOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined inSubsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and thecorresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC inSection 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozonedepleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing withSection 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally complywith the percent VOC by weight of product limits of Regulation 8 Rule 49.TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGSGRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDSCOATING CATEGORYCURRENT VOC LIMIT501001504004005035035035010050150350100250500420250120450100500FLAT COATINGSNONFLAT COATINGSNONFLAT HIGH GLOSS COATINGSSPECIALTY COATINGSALUMINUM ROOF COATINGSBASEMENT SPECIALTY COATINGSBITUMINOUS ROOF COATINGSBITUMINOUS ROOF PRIMERSBOND BREAKERSCONCRETE CURING COMPOUNDSCONCRETE/MASONRY SEALERSDRIVEWAY SEALERSDRY FOG COATINGSFAUX FINISHING COATINGSFIRE RESISTIVE COATINGSFLOOR COATINGSFORM-RELEASE COMPOUNDSGRAPHIC ARTS COATINGS (SIGN PAINTS)HIGH-TEMPERATURE COATINGSINDUSTRIAL MAINTENANCE COATINGSLOW SOLIDS COATINGSMAGNESITE CEMENT COATINGSMASTIC TEXTURE COATINGSMETALLIC PIGMENTED COATINGSMULTICOLOR COATINGS42010035025050PRETREATMENT WASH PRIMERSPRIMERS, SEALERS, & UNDERCOATERSREACTIVE PENETRATING SEALERSRECYCLED COATINGSROOF COATINGS250730550100RUST PREVENTATIVE COATINGSSHELLACSCLEAROPAQUESPECIALTY PRIMERS, SEALERS & UNDERCOATERS250450340100420STAINSSTONE CONSOLIDANTSSWIMMING POOL COATINGSTRAFFIC MARKING COATINGSTUB & TILE REFINISH COATINGS250275350340WATERPROOFING MEMBRANESWOOD COATINGSWOOD PRESERVATIVESZINC-RICH PRIMERS3502501.GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS2.THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENTCOLUMNS IN THE TABLE.3.VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCESBOARD, ARCHITECTURAL COATING SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATIONIS AVAILABLE FORM THE AIR RESOURCES BOARD.2 3703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, constructiondocuments, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcingagency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verifycompliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employone or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code.Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type ofinspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state,national or international association, as determined by the local agency. The area of certification shall be closely related tothe primary job function, as determined by the local agency.702 QUALIFICATIONS1.State certified apprenticeship programs.2.Public utility training programs.3.Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4.Programs sponsored by manufacturing organizations.5.Other programs acceptable to the enforcing agency.702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systemsincluding ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons mayperform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVACsystems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programsinclude but are not limited to the following:702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as theowner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiatecompliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency forthe particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to theenforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating thequalifications of a special inspector:Notes:1.Special inspectors shall be independent entities with no financial interest in the materials or the project they areinspecting for compliance with this code.2.HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in Californiaaccording to the Home Energy Rating System (HERS).CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS1.Certification by a national or regional green building program or standard publisher.2.Certification by a statewide energy consulting or verification organization, such as HERS raters, buildingperformance contractors, and home energy auditors.3.Successful completion of a third party apprentice training program in the appropriate trade.4.Other programs acceptable to the enforcing agency.Note: Special inspectors shall be independent entities with no financial interest in the materials or the projectthey are inspecting for compliance with this code.703 VERIFICATIONS5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by theenforcing agency. Documentation shall include at least one of the following:1.Product certifications and specifications.2.Chain of custody certifications.3.Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17,Section 93120, et seq.).4.Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered WoodAssociation, the Australian AS/NZS 2269 or European 636 3S standards.5.Other methods acceptable to the enforcing agency.TABLE 5.504.4.5 - FORMALDEHYDE LIMITSMAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLIONPRODUCTCURRENT LIMIT0.050.050.090.110.13HARDWOOD PLYWOOD VENEER COREHARDWOOD PLYWOOD COMPOSITE COREPARTICLE BOARDMEDIUM DENSITY FIBERBOARDTHIN MEDIUM DENSITY FIBERBOARD1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIRRESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD ASTESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEECALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/26 INCHES (8MM).5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smokingwithin 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other lawsor regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College,campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances,regulations or policies are not in place, post signage to inform building occupants of the prohibitions.5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements ofSection 121 (Requirements For Ventilation) of the 2010 California Energy Code, or the applicable local code, whichever is morestringent, and Division 1, Chapter 4 of CCR, Title 8.5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensorsand ventilation controls shall be specified and installed in accordance with the requirements of the 2013 California Energy Code,Section 120(c)(4).5.507.4.3 Interior sound. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shallhave an STC of at least 40.5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilientflooring shall meet at least one of the following:1.Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;2.Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;3.Compliant with the California Collaborative for High Performance Schools (CA-CHPS) Criteria Interpretation for EQ 2.2dated July 2012 and listed in the CHPS High Performance Product Database; or4.Compliant with CDPH criteria as certified under the Greenguard Children's & Schools Program.5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meetthe pollutant emission limits.5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration mediafor outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 8. MERV 8 filters shall beinstalled prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in theoperation and maintenance manual.Exceptions:1.An ASHRAE 10% to 15% efficiency filter shall be permitted for an HVAC unit meeting the 2013 California Energy Codehaving 60,000 Btu/h or less capacity per fan coil, if the energy use of the air delivery system is 0.4 W/cfm or less at designair flow.2.Existing mechanical equipment.SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part2, Section 1203 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures not applicable to low-rise residentialoccupancies, see Section 5.407.2 of this code.SECTION 5.506 INDOOR AIR QUALITYSECTION 5.507 ENVIRONMENTAL COMFORTException: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determinedby the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections applyonly to new construction.5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise sourcemaking up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or acomposite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the followinglocations:5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) valuesdetermined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined inaccordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.1. Within the 65 CNEL noise contour of an airport.Exceptions:2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or guideway sourceas determined by the Noise Element of the Gereal Plan.1.Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone(AICUZ) plan.2.Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall bedetermined by the local general plan noise element.5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceilingassemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed toprovide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level(Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to thebuilding, addition or alteration project to mitigate sound migration to the interior.5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shallbe prepared by personnel approved by the architect or engineer of record.Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control:www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.12R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:51 AMAT1.5CALIFORNIA GREEN BUILDING CODEREQUIREMENTS - NEW CONSTRUCTION FOR:INSPECTORSIGNOFFINSPECTORSIGNOFFINSPECTORSIGNOFF13D D D D D D D SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY \ 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 It * WWoN.schm 1dtdesign.com 'I .. ~-/'I. DAHLIN Lie. C,tr, 2138, NV 219, AZ 34139 ~ u-I I 7 grour= I j I I 21245 SFCONCESSIONS130 SFSTORAGEFESF / OCC.22001 EXITSF / OCC.13001 EXITSF / OCC.100152 EXITS1491 SFCANOPYAREA5050KBCODE ANALYSIS SYMBOLSEXIT SIGN, S.E.D.SURFACE MOUNTED FIRE EXTINGUISHER CABINETAND EXTINGUISHER (2A:10B:C). SEE TECHNICALSPECIFICATIONS. EXTINGUISHERS SHALL BEMOUNTED ON THE WALL OR IN CABINETS, SUCHTHAT THE TOP OF THE EXTINGUISHER IS NO MORETHAN FIVE(5) FEET ABOVE FLOOR LEVEL.EXTINGUISHER SHALL BE COMMERCIAL GRADE,CURRENTLY TAGGED, OR HAVE MANUFACTURERDATE CLEARLY MARKED ON THE EXTINGUISHEROCCUPANCY EXITING LOAD (ARROW INDICATESDIRECTION OF TRAVEL)TKB100FESF / OCC.52001 EXITKNOX BOX UNIT PER SAN DIEGO COUNTY FIREDISTRICT STANDARDS FOR CITY OF CARLSBAD.BOX SHALL BE LOCATED ON THE EXTERIOR,RIGHT SIDE OF THE DOOR, BETWEEN FIVE ANDSIX FEET ABOVE GROUND. PROVIDE MASTERKEYS AND ACCESS CONTROL CARDS TO OBTAINACCESS TO ALL AREAS WITHIN THE BUILDING.IN ADDITION, PROVIDE KEYS NECESSARY TOOPERATE FIRE ALARM CONTROL PANELS,ANNUNCIATORS, RESET OF ALARM DEVICESLOCKS FOR SPRINKLER CONTROL VALVES, PIV,BACK FLOW, ETC. CONTACT THE FIRE DISTRICTFOR APPLICATION AND PURCHASE.CONTRACTOR TO CONFIRM KNOX BOXLOCATION WITH FIRE MARSHALL PIOR TOPURCHASE AND INSTALLATION.ALLOWABLE SF PER OCCUPANT(PER CBC TABLE 1004.1.1)OCCUPANT LOADNUMBER OF EXITS REQUIRED(PER CBC 1015)TACTILE EXIT SIGNAGE PER CBC 1011.3EXIT SHALL BE IDENTIFIED WITH THE WORD "EXIT"CODE ANALYSIS NOTES•ALL ENTRANCES / EXITS AT BUILDING SHALL BE MADEACCESSIBLE PER CBC CHAPTER 11B1. Signs and Identification(2013 CBC Section 11B-216)(See details: )A. International symbol of accessibility with white figure on a dark blue background at all facilities accessible and usableby the physically disabled persons.B. Signs provided at accessible parking space. (See Item 6-J)In this document.C.Signs provided to indicate accessible entries at existing buildings.D.Signs at non-accessible entries directing the disabled to an accessible route.E. Building directory indicating accessible sanitary facilities and elevators. (Posted in building's lobby). (11B-216.6)/1CA3.1/2CA3.1/3CA3.1/4CA3.12. Entrances(2013 CBC Section 11B-206.4)A. All entrances and exterior ground floor exit doors shall be made accessible to persons with disabilities. See sign requirements for inaccessible entrances under '1D'. (Many exceptions)4. Walking Surfaces(2013 CBC Section 11B-403) (See 7. Curb Ramps)( )A. Width: 48" minimum. (11B-403.5.1 EX 3)B. Maximum Slope: 1:20. Where slope exceeds 1:20, the walkway must meet the ramp provisions of Section 11B-405 (11B-403.3)C. Landings: At walks with continuous slopes, provide 60" longlevel landings at intervals of 400 feet max. (11B-403.7)D. Curb ramps width: 48" minimum. (11B-405.5)E. Changes in level between 1/4" and 1/2" shall be beveled with slope of 1:2 max. (11B-303.3)F. Surfaces: F.1. With slopes less than 6% gradient: Shall be stable,firm, and slip-resistant. (11B-302.1)F.2. With slopes equal to or exceeding 6% gradient: Shallbe stable, firm, and slip-resistant. (11B-302.1)G. Cross slopes: 1 unit vertical in 48 units horizontal (2 percentslope) max. (11B-305.2)H. Gratings: Maximum of 1/2" openings in direction of travel. (11B-302.3)I. Doors and gates:I.1. Swings toward walks: 60" X 60" level area required with 24" minimum provided from the strike edge of thedoor or gate to the edge of the walk.I.2. Swings away from the walk: 48" wide x 44" deep level area is required./4CA3.2/5CA3.1/----/7CA3.1/----5. Detectable Warnings(2013 CBC Section 11B-247 & 11B-705)(See details: )A. Warning curbs/edge: Provide 6" curb at abrupt changes in level exceeding 4". Warning curbs are not required at street curbs or if a guide rail is provided centered 3 inches above walk.B. Overhanging obstructions: 80" minimum from walking surface to bottom of obstruction. Guy wires located parallel to pedestrian path of travel require horizontal guy brace.C. Transit boarding platforms: Edges of boarding platform marked detectable warning texture and yellow in color 24" in width. Truncated dom (11B-705.1.2.1)D. Detectable warnings at hazardous vehicular areas: if a walk crosses or adjoins a vehicular way and the walking surfaces are not separated by curbs, railings or other elements, the boundary between the areas shall be defined by a continuous detectable warning which is 36" wide. Truncated domes. (11B-705)/----/7CA3.16. Parking Spaces & Passenger Loading Zones(2013 CBC Section 11B-208, 11B-209, 11B-503, & Figures 11B- 502.2, 11B-502.3, & 11B-502.3.3 & Table 11B-208.2)(See details: )A. Number of spaces required (in each lot or structure): (Table 11B-208.2)Total # of # Accessible of this Total, # RequiredParking Spaces Parking Spaces to be Van Accessible1-25 1 126-50 2 151-75 3 176-100 4 1101-150 51151-200 6 1201-300 72301-400 8 2401-500 9 2501-1000 2% of total One in every six1,001 and over 20 plus one for each100 or fraction of over 1,000.B. Space width: 9 ft.C. Space length: 18 ft. min. (11B-502.2)D. Adjacent loading and unloading access aisle width: 5 ft. (onpassenger side). (11B-502.3) Access aisle shall be marked by aborder painted blue.E. Van accessible: one in every 6 accessible spaces, but never less than one, to have an 8 ft. access aisle and sign. (11B-502.2)/1CA3.1/2CA3.1/3CA3.1/4CA3.1/5CA3.1/----7. Curb Ramps(2013 CBC Section 11B-406)(Figure 11B-406.2.2, 11B-406.3.2,11B-406.5.3, & 11B-406.5.7)(See details: )A. Required at each corner of street intersections where pedestrian way crosses a curb.B. Width: 4 ft. minimum.C. Maximum slope: 1:12.D. Sidewalk Landing: 48" deep, level landing the width of the ramp at the upper end of the curb ramp.E. Surface Textures and Markings: (11B-705.1.1)F. Slope of flared sides of curb ramp - maximum 1:10.G. Located to prevent obstructions by parked vehicles./10CA3.3/----/7CA3.1/6CA3.1F. Maximum slope of space and access aisle: 2% (1:48) in anydirection. (11B-502.4)G. Accessible spaces shall be located so persons with disabilities are not compelled to wheel or walk behind cars other than their own. (11B-502.7.1)H.Wheel bumper in parking areas to prevent car encroachment over required width of walks or ramps. (11B-502.7.2)I. Clear walkway to entrance of building, 48" wide minimum.J. Signage: (11B-502.6)J.1. Sign at each space: 70 sq. in. min., adjacent to and visible from space; centered on the wall at interior end of space or 80" above space if located in a path of travel, and reflectorized - consisting of International Symbol of Accessibility (white on dark blue).J.2. Provide additional sign or additional language below the symbol of accessibility sign stating,"Minimum Fine $250."J.3. Provide additional sign or additional language below the symbol of accessibility sign stating, "Van Accessible".J.4. Tow away sign at each entrance to parking area min. size: 17" x 22", with 1" min. high letters.J.5. Painted or outlined in parking space in blue and painted symbol of access in white. 36" x 36" symbol of access located in space visible to traffic officer when a vehicle is properly parked in space. The centerline of the international Symbol of Accessibility shall be a maximum of6 inches (152 mm) from the centerline of the parking space, its sides parallel to the length of the parking spaceand its lower corner at, or lower side aligned with, the endof the parking space.K. Vertical clearance at entrances and within parking structures: 8' - 2" minimum to accommodate high top vans.L. Passenger drop-off and loading zones shall provide a vehicular pull-up space 96 inches wide minimum and 20 feet long minimum.Passenger drop-off and loading zones shall provide access aisles(60 inches wide minimum) adjacent and parallel to the vehicle pull-up space and shall extend the full length of the vehicle pull-up space. Access aisles shall adjoin an accessible route and shall notoverlap the vehicular way. Access aisles shall be marked with apainted borderline around their perimeter and the area within theborderline shall be marked with hatched lines a maximum of 36 inches on center in a color contrasting with that of the aisle surface. Vehicle pull-up spaces and the access aisles serving them shall comply with 11B-302 and the floor and ground surfacesshall be at the same level. Slopes not steeper than 2% shall be permitted.M.Signs identifying accessible parking spaces shall be located so they cannot be obscured by a vehicle parked in the space.BUILDING CODE ANALYSISOCCUPANCY CLASSIFICATION(Sec 302)DescriptionTypeConcessionsA3 (Sec. 303.4)Storage RoomS2 (Sec. 311.3)MIXED USE DESIGN / CONSTRUCTION OPTION (Sec. 508.3)This building shall comply with the “Non-separated Occupancies”option per 508.3.2. Code requirements shall apply to each portion ofthe building based on the occupancy of that space, except that themost restrictive applicable provisions of Chapter 9 shall apply(508.3.1). The allowable area and height will be based on the mostrestrictive occupancy: A-3 (Sec . 508.3.2 & Table 503). Noseparation is required between occupancies (Sec. 508.3.3).TYPE OF CONSTRUCTION(Table 503)TypeSprinklersRemarksVBNo602.5 & 903.2.1.3ALLOWABLE HEIGHT(Table 503)Maximum Stories: 1Maximum Height: 40'ACTUAL HEIGHT(Sec. 503)Stories:1Height:18’-10”ALLOWABLE BUILDING AREA(Table 503)A-36,000sfACTUAL BUILDING AREA(Sec. 503)Total actual building area:2,458 sf Building: 967 sf Canopy: 1,491 sfCONSTRUCTION NOTESFire resistance rating for Building Elements (Table 601 & 602)Structural Frame0-HRBearing Walls: Exterior0-HRBearing Walls: Interior0-HRNon-bearing walls/partitions:Exterior X > 30’ fire separation0-HRNon-bearing walls/partitions:Interior0-HRFloor Construction0-HRRoof Construction0-HRFireblocking (Sec. 718.2)Draftstopping: attic (Sec. 718.4.3)3000sfProvide portable fire extinguishers per CFC (Sec. 906.1)OCCUPANT LOADS (Table 1004.1.2)Concessions200 net s.f. /occupantAssembly15 net s.f. /occupantStorage300 gross s.f./occupantPLUMBING FIXTURES (Per Table 4-4 -- Park Picnic Areas)ESTIMATED OCCUPANT LOAD FOR PARK ADDITION IS 100 (50 MALE & 50 FEMALE)Fixtures Required:Water Closets:Male: 1 (1-50)Female: 1 (1-50)Lavatories:No requirement stated (1 minimum)Urinals:no requirement statedDrinking Fountains:no requirement statedFixtures Provided:Water Closets:Male: 1Female: 2Lavatories:Male: 2Female: 2Urinals:1Drinking Fountains:2020 1/16" = 1'-0" 1EXITING AND OCCUPANCY PLANR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:57 AMCA1.0OCCUPANCY, EXITING PLAN, CODEANALYSIS, & ACCESSIBILITY NOTES FOR:NORTH14SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSS_ION_IN DESIGN WIIH ENVll{QNMEl\'lAL $EN$111VllY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {6,9} 236_1462 facsimile {619} 236-8792 WWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 I I I DAHLIN _grour: [J -=----=r-, ·= ~ • n [J --~ D-----------------0 0 [J " ~-" I I \ □ 1J r --QQQ __'\ -7 I I I I I I I I I I w (;(_, ~ E=f=l==========i=E3==E~ ~1 =-~1-;====~1 =====ii ,~ J PATH\NAME:2013 CBC FIGURE 11B-703.7.2.10299s902-11b.dwgCENTER SYMBOL AT ENTRANCE TO PARKING STALLBLUE BACKGROUNDWHITE STRIPPINGPAINT COLORSSHALL BE ASREQUIRED BY THEACCESSIBILITYREGULATIONSSYMBOL MUST BE LOCATED SO THAT IT IS VISIBLETO A TRAFFIC ENFORCEMENT OFFICER WHENVEHICLE IS PROPERLY PARKED IN SPACEUSE "TRAFFIC LINE" PAINT U.O.N.(2 COATS AT CONCRETE SURFACES)3'-0"3'-0"PATH\NAME:0299s903-11b.dwgPARKING ONLY2" DIA. GALVANIZED STEEL PIPEGRAVEL FILLFINISHED SURFACEWHITE LETTERS AND SYMBOLS ON BLUEBACKGROUND WORDED: "PARKING ONLY"..090" ALUM. SHEET CONFORMING WITHSTRENGTH AND DURABILITY PROPERTIESSPECIFIED IN ASTM B209 FOR 5005-H15.ATTACH TO STEEL PIPE WITH (2) 1/4" DIA.TAMPERPROOF BOLTS. AREA OF SIGN TOBE 70 SQ. IN. MINIMUM. SIGN SHALL BEREFLECTORIZED.8" DIA. CONCRETE SURROUND AROUNDPIPE COLUMNNOTES:1/2" RADIUS,TYPICALPROVIDE ADDITIONAL SIGN OR ADDITIONALLANGUAGE BELOW SYMBOL OFACCESSIBILITY STATING "VAN-ACCESSIBLE" AT VAN ACCESSIBLE STALLS.PROVIDE ADDITIONAL SIGN OR ADDITIONALLANGUAGE BELOW SYMBOL OFACCESSIBILITY STATING "MINIMUM FINE$250"SIGN TO BE CENTERED AT THE INTERIROEND OF THE PARKING STALLPROVIDE ONE SIGN PER ACCESSSIBLE STALLSIGNS MAY BE CENTERED ON WALL AT THEINTERIOR OF PARKING SPACE80" MINIMUM FOR FREE STANDING SIGNLOCATED WITHIN A PATH OF TRAVEL2'-0" N.T.S.6" N.T.S.PATH\NAME:0299s904-11b.dwgFOR FREE STANDING,LOCATED WITHIN A PATH OFTRAVEL8" DIA. CONCRETE SURROUND AROUNDPIPE COLUMN2" DIA. GALVANIZED STEEL PIPEFINISHED SURFACEGRAVEL FILLNOTES:AN ADDITIONAL SIGN SHALL BE POSTEDCONSPICUOUSLY AT EACH ENTRANCE TOOFF-STREET PARKING LOTS OR IMMEDIATELYADJACENT TO AND VISIBLE FROM EACHACCESSIBLE STALL OR SPACE..090" ALUM. SHEET CONFORMING WITHSTRENGTH AND DURABILITY PROPERTIESSPECIFIED IN ASTM B209 FOR 5005-H15.ATTACH TO STEEL PIPE WITH (2) 1/4" DIA.TAMPERPROOF BOLTS. SIGN SHALL BEREFLECTORIZED.1/2" RADIUS, TYPICAL1" HT. MIN. LETTERING WORDED:"UNAUTHORIZED VEHICLES PARKED INDESIGNATED ACCESSIBLE SPACES NOTDISPLAYING DISTINGUISHING PLACARDS ORSPECIAL LICENSE PLATES ISSUED FORPERSONS WITH DISABILITIES WILL BE TOWEDAWAY AT OWNERS EXPENSE. TOWEDVEHICLES MAY BE RECLAIMED AT (Address) ORBY TELEPHONING (Tel. Number)."60" MIN.17" MIN.2'-0" N.T.S.6" N.T.S.PATH\NAME:2013 CBC FIGURE 11B-502.2 & 502.3 & 502.3.3NOPARKING0299s910-11b.dwg3'-0"TYP.IDENTIFICATION SIGN , IN COMPLIANCE WITH SECTION 11B-703.7.2.1THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTOF THE ACCESSIBILITY REGULATIONS AND IS INTENDEDONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION.WHEEL STOP, WHERE SHOWN2% MAX. SLOPE IN ANYDIRECTION AT STALLS ANDACCESS AISLEACCESSIBILITY PARKING STALLPAVEMENT SYMBOL(DETAIL 1/CA3.1)PEDESTRIAN ROUTE, SEE SITEPLANWITHIN THE ACCESSIBLEPARKING STALL PAINT THEWORDS "NO PARKING" IN 12"HIGH WHITE LETTERS MIN.4" LOADING AND UNLOADINGACCESS AISLE BORDERPAINTED BLUE (USE 2 COATS ATCONCRETE SURFACES)4" STRIPING W/ "TRAFFIC LINE"PAINT (U.O.N.) IN CONTRASTINGCOLOR, PREFERABLY BLUE ORWHITE (USE 2 COATS ATCONCRETE SURFACES)18'-0" MIN.OF STRIPE9'0" MIN.CENTERLINE5'-0" MIN.9'-0".PATH\NAME:2013 CBC FIGURE 11B-502.20299s909-11b.dwgNOPARKING3'-0"TYP.ACCESSIBILITY PARKING STALL SIGN (2013 CBC 11B.502.6)THIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.PEDESTRIAN ROUTE, SEE SITE PLANWHEEL STOPWITHIN THE ACCESSIBLEPARKING STALL PAINT THEWORDS "NO PARKING" IN 12"HIGH WHITE LETTERS MIN.ACCESSIBILITY PARKING STALLPAVEMENT SYMBOL (DETAIL 1/CA3.1)4" LOADING AND UNLOADINGACCESS AISLE BORDER PAINTEDBLUE (USE 2 COATS ATCONCRETE SURFACES)4" WHITE STRIPING W/ "TRAFFICLINE" PAINT (U.O.N.) BLUE ORWHITE IN COLOR (USE 2 COATSAT CONCRETE SURFACES)2% MAX. SLOPE IN ALL DIRECTIONSAT STALL AND ACCESS AISLEOF STRIPE9'-0" MIN.CENTERLINE5'-0"MIN.8'0" MIN.VAN LOCATIONS12'-0" AT*VAN ALWAYS ON LEFTSIDE OF LOADINGPATH\NAME:2013 CBC FIGURE 11B-705.10299s908-2010-11b.dwgNOMINAL2.3"-2.4"2.3"-2.4"AATAPERED EDGESWHERE EXPOSEDSECTIONASPACINGNOMINAL2.3"-2.4"NOMINAL2.3"-2.4"0.65" MIN.0.45"-0.47" TOP DIAMETER0.9"-0.92" BASE DIAMETER0.18"-0.2" HEIGHTPATH\NAME:2013 CBC FIGURE 11B-406.2.2 & 11B-406.3.2 & 11B-406.5.30299s905-11b.dwg4'-0" MIN.SEE SITE PLAN12"X1 : 12 MAX.1GROOVED BORDERRAMP W/ 2% MAX. CROSS SLOPESIDEWALKWALL OR OTHER OBSTRUCTIONSLOPES OF ADJOINING GUTTERS,ROAD SURFACE IMMEDIATELYADJACENT TO CURB RAMP ORACCESSIBLE ROUTE SHALL NOTEXCEED A 1:20 GRADIENT WITHIN 48"OF THE TOP AND BOTTOM OF THECURBTRUNCATED DOME DETECTABLEWARNING SURFACE IS REQUIREDON SHADED PORTION OF THERAMPIF "X" IS LESS THAN 48",THEN THE SLOPE OFTHE FLARED SIDESHALL NOT EXCEED 1:12FLUSH TRANSITION-FREE OF ABRUPT CHANGE10MAX. SLOPESLIP RESISTANT,CONTRASTING SURFACELANDING: 2% MAX. SLOPE EA.DIRECTIONACCESSIBILITY TO PUBLICBUILDINGS, PUBLICACCOMMODATIONS,COMMERCIAL BUILDINGS,AND PUBLICLY FUNDEDHOUSINGACCESSIBILITY NOTES:•ALL CODE SECTIONS AND FIGURES ARE BASED ONTHE 2013 CALIFORNIA BUILDING CODE (T-24) U.O.N.•THE DETAILS AND DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS & GUIDELINES OF THEACCESSIBILITY REGULATIONS AND ARE ONLY TO BEUSED AS AN AID FOR BUILDING, DESIGN ANDCONSTRUCTION. THEY DO NOT REFLECT THE ACTUALCONDITIONS - REFER TO THE CIVIL AND LANDSCAPEDRAWINGS FOR FURTHER INFORMATION REGARDINGSITE. REFER TO THE MECHANICAL, PLUMBING,ELECTRICAL, AND ARCHITECTURAL DRAWINGS FORGENERAL BUILDING DESIGN REQUIREMENTS.•FOR INFORMATION NOT PROVIDED IN DIAGRAMS SEENOTES ON CA1.0, CA3.4, AND CA3.5.SCALE: 1" = 1'-0"1PARKING STALL IDENTIFICATIONSCALE: 1" = 1'-0"2PARKING STALL SIGNAGENOT TO SCALESCALE: 1" = 1'-0"3RESERVED PARKING SIGNAGENOT TO SCALESCALE: 1/8" = 1'-0"4DOUBLE PARKING STALLSCALE: 1/8" = 1'-0"5SINGLE PARKING STALLSCALE: 3" = 1'-0"7TRUNCATED DOMESSCALE: 1" = 1'-0"6CURB-CUT RAMPR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:57:01 AMCA3.1SITE ACCESSIBILITY (CBC 11B) - DIAGRAMSFOR:15SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {6ig} ZJ6-8792 WWoN.schm 1dtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 I I 7 DAHLIN grour= ------' . I' I, ,. '. Or-----1 ',_ ✓ ' ~ " ,. . ' ,, , \ ..0.. -'~ -' ' ~ " -¥-,. • 1/:f'' L [,} l/ ~ f)} l ,_ f ~, ' . ~ , ,. 'I 71 ..0.. • [7'~ -. . I'"--~ w~ ,;, . ,~ ' I} v,; "' r77l ~ ,,&11 I. L\ ~ , ,, \ ~ E==1t==f==========i==±=r=r~ r==D===:'....'::::====~l~I E=f=l=============i==E=f==t=~~=======d PATH\NAME:2013 CBC FIGURES 11B-305.5 & 11B-308.3.1 & 11B-308.3.20199s901-11b.dwgABCTHIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENT OFTHE ACCESSIBILITY REGULATIONS AND IS INTENDED ONLY ASAN AID FOR BUILDING DESIGN AND CONSTRUCTION.CLEAR FLOOR SPACE,PARALLEL APPROACHHIGH AND LOWSIDE REACH LIMITSMAXIMUM SIDE REACH OVEROBSTRUCTIONDSHELVESECLOSETS48"30"MAX.10"MAX.10"30"48" MAX15" MIN30"MAX.24"MAX.34"MAX.46"15" MIN48" MAX.48" MAX.MAX.21"21" MAX.PATH\NAME:2013 CBC FIGURE 11B-308.2.1 & 11B-308.2.20199s902-11b.dwgTHIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTOF THE ACCESSIBILITY REGULATIONS AND IS INTENDEDONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION.NOTE:X SHALL BE LESS THANOR EQUAL TO 25". ZSHALL BE GREATERTHAN OR EQUAL TO X.WHEN X IS LESS THAN20", THEN Y SHALL BE 48"MAX. WHEN X IS 20" TO25", THEN Y SHALL BE 44"MAX.ABMAXIMUM FORWARDREACH OVER ANOBSTRUCTIONHIGH FORWARDREACH LIMIT48" MIN.MIN.30"48" MIN.48" MAX.MIN.15"48" MIN.XYZMIN.30"48" MIN.XZPATH\NAME:2013 CBC FIGURE 11B-303.2 & 11B-303.3 & 11B403.5.290 DEG. TURNCHANGE IN LEVELABCCHANGE IN LEVELDTURNS AROUNDAN OBSTRUCTION0199s903-11b.dwg21YZ=42" MIN. W/ OCCUPANCY < 10Z=44" MIN. W/ OCCUPANCY 10 OR >Y=36" MIN. W/ OCCUPANCY < 10Y=44" MIN. W/ OCCUPANCY 10 OR >THIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONS ANDIS INTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION.Y48" MIN.YYZLESS THAN 48"Z1/4" TO 1/2"48" MIN.1/4" MAX.PATH\NAME:2013 CBC FIGURES 11B-304.3.2 & 11B-403.5.10199s904-11b.dwgTHIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENT OFTHE ACCESSIBILITY REGULATIONS AND IS INTENDED ONLY ASAN AID FOR BUILDING DESIGN AND CONSTRUCTION.ABCD60" DIAMETER SPACEMIN. CLEAR WIDTH FORSINGLE WHEELCHAIRMIN. CLEAR WIDTH FORTWO WHEELCHAIRST-SHAPED SPACE FOR180 DEG. TURNS24" MAX.36" MIN.CONTINUOUSPOINT32" MIN.60" OR LONGER60" MIN.60"60"60" MIN.36" MIN.12" MIN.36" MIN.12" MIN.PATH\NAME:2013 CBC FIGURES 11B-305.3 & 11B-305.7.1 & 305.7.20199s905-11b.dwgTHIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENT OFTHE ACCESSIBILITY REGULATIONS AND IS INTENDED ONLY ASAN AID FOR BUILDING DESIGN AND CONSTRUCTION.IF X > 24", THEN AN ADDITIONALMANEUVERING CLEARANCE OF6" SHALL BE PROVIDED AS SHOWNIF X > 15", THEN AN ADDITIONALMANEUVERING CLEARANCE OF 12"SHALL BE PROVIDED AS SHOWNBACCLEAR FLOOR SPACE IN ALCOVES CLEAR FLOOR SPACEADDITIONAL MANEUVERING CLEARANCES FOR ALCOVES30"OR LESS15"48"30"MAX.24"48"30"XMORE24" OR30"6"48"12"X30"PATH\NAME:0199s906-11b.dwgTHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITYREGULATIONS AND IS INTENDED ONLY AS AN AIDFOR BUILDING DESIGN AND CONSTRUCTION.CABMIN. CLEAR WIDTH FORCORRIDORS OVER 200'-0"PASSING ALCOVES FOR CORRIDORSOVER 200'-0" IN LIEU OF 60" MIN. WIDTHMIN. CORRIDOR WIDTHCLEAR WIDTH44"CLR.60" MIN.60" MIN.16"60" MIN.MIN.44"MIN.44"MIN.44"PATH\NAME:2013 CBC FIGURES 11B-307.2 & 11B-307.30199s907-11b.dwgCANE RANGETHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.WALKING PERPENDICULAR TO A WALLBWALKING PARALLEL TO A WALLA8'0" MIN. CLR.27"GREATER THAN4" MAX.MAX.27"OR BELOW27"WIDTHCLEARAMNT.ANYPATH\NAME:2013 CBC FIGURES 11B-302.2 & 11B302.30199s908-11b.dwgPREDOMINATE DIRECTION OF PEDESTRIAN ROUTEPLAN VIEWAATHIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTOF THE ACCESSIBILITY REGULATIONS AND IS INTENDEDONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION.LONG DIMENSIONPERPENDICULARTO PEDESTRIAN ROUTECARPET PILE THICKNESSGRATE ORIENTATION TO PATH OF TRAVELSECTION A-A THROUGH GRATEA-A1/2" MAX.1/2" MAX. OPNG.PATH\NAME:0299s901-11b.dwgDISPLAY CONDITIONSSYMBOL PROPORTIONS2013 CBC FIGURE 11B-703.7.2.1PATH\NAME:0899s903-11b.dwgNOTE:ALL ACCESSIBLE ENTRANCESSHALL HAVE A MINIMUM 6" x 6"INTERNATIONAL SYMBOL OFACCESSIBILITY DISPLAYED ONTHE LATCH SIDE OF THE DOOR,MOUNTED 60" ABOVE THELANDING TO THE CENTER.SIGN OF INTERNATIONALSYMBOL OF ACCESSIBILITY48" min.- 60" max.BTM. RAIL10" MIN.A.F.F.2013 CBC FIGURE 11B-703.4.1Tactile CharactersTACTILECHARACTERSCONFERENCEROOMPATH\NAME:2013 CBC SECTION 11B-404.2.50899s901-11b.dwgCOMPRESSEDCARPET1/4" MAX. BELOWTHRESHOLDTHIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTSOF THE ACCESSIBILITY REGULATIONS AND IS INTENDED ONLYAS AN AID FOR BUILDING DESIGN AND CONSTRUCTION.FINISHED FLOOR EVENTHRESHOLDOUTSWINGING DOORMATERIAL CHANGES - EXTERIORPERVIOUS SURFACE1/2" MAX1/4" MAX.1/2" MAX.21211/4" MAX.1/4".1/4".1/2" MAX.PATH\NAME:2013 CBC FIGURES 11B-404.2.4.2 & 11B-404.2.4.31 1/2" MIN. 1 1/2" MIN.1" WIDE MAX. DOOR PULLSEACH SIDE OF DOORAPULL SIDE (INTERIOR DOOR)3'-0" WIDE SLIDING DOORBFOLDING DOORCPROVIDE BUMPER IN POCKET TOPREVENT DOOR FROM FULLY RECEDING0899s902-11b.dwg18" MIN.> 8"32" MIN. CLR.4"32" MIN. CLR.32" MIN.CLRPATH\NAME:2013 CBC FIGURES 11B-404.2.6 & 11B-404.2.4.10899s904-11b.dwgCLEAR AT EXTERIOR DOORSCLEAR AT INTERIOR DOORS12" MIN. IF DOORHAS BOTH LATCH& CLOSER.PUSH SIDETWO HINGED DOORS IN SERIESPULL SIDETHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.PROVIDE THIS ADDITIONALSPACE IF DOOR IS EQUIPPEDWITH BOTH A LATCH ANDA CLOSER.18" MIN.48" MIN.48" MIN.18" MIN.24" MIN.32" CLR.48" MIN.60" MIN.MIN.12"PATH\NAME:2013 CBC FIGURE 11B-404.2.4.10899s905-11b.dwgAT LATCH APPROACHAT HINGE APPROACHHINGE APPROACHHINGE APPROACHPUSH SIDEPULL SIDELATCH APPROACHLATCH APPROACH*48" MIN. IF DOOR ISEQUIPPED WITH BOTH ALATCH AND A CLOSER. (2013CBC FIGURE 11B-404.2.4.1)60" MIN.44" MIN. *32" CLR.MIN.24"36" MIN.LATCH APPROACHHINGE APPROACH54" MIN.PATH\NAME:0199s911-11b.dwgEXAMPLE OF PROTECTIONAROUND WALL-MOUNTEDOBJECTS AND MEASUREMENTSOF CLEAR WIDTHSWING WALLSDOWN TOFLOORADDITIONALPROTECTION NOTREQUIRED BETWEENWING WALLSPROTRUDINGOBJECTS HANGING ONWALL WITH LEADINGEDGES ABOVE 27"WING WALLSDOWN TOFLOORCORRIDOR OR OTHERCIRCULATION SPACE4" MAX.PASSAGE32" MIN. CLR.WIDTH POINT24" MAX.ANYDIMENSIONPASSAGE36" MIN.CLR.CONTINUOUS2013 CBC FIGURE 11B-609.3SCALE: 1/4" = 1'-0"1SIDE REACHSCALE: 1/4" = 1'-0"2FORWARD REACHSCALE: 1/4" = 1'-0"3ACCESSIBLE ROUTESCALE: 1/4" = 1'-0"4WHEELCHAIR TURNING SPACESCALE: 1/4" = 1'-0"5MIN. CLEAR FLOOR SPACESCALE: 1/4" = 1'-0"6CORRIDORSSCALE: 1/4" = 1'-0"7PROTRUDING OBJECTSSCALE: 1/4" = 1'-0"8GRATES AND FLOORINGSCALE: 1 1/2" = 1'-0"9ACCESSIBILITY SYMBOLSCALE: 1/4" = 1'-0"10ENTRANCE SIGNAGESCALE: 3" = 1'-0"11THRESHOLDSSCALE: 1/2" = 1'-0"12MIN. CLEARANCES AT DOORSSCALE: 1/4" = 1'-0"13FRONT APPROACH DOOR CLEARANCESSCALE: 1/4" = 1'-0"14SIDE APPROACH DOOR CLEARANCESSCALE: 1/4" = 1'-0"15WALL MOUNTED OBJECTSACCESSIBILITY TO PUBLICBUILDINGS, PUBLICACCOMMODATIONS,COMMERCIAL BUILDINGS,AND PUBLICLY FUNDEDHOUSINGACCESSIBILITY NOTES:•ALL CODE SECTIONS AND FIGURES ARE BASED ONTHE 2013 CALIFORNIA BUILDING CODE (T-24) U.O.N.•THE DETAILS AND DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS & GUIDELINES OF THEACCESSIBILITY REGULATIONS AND ARE ONLY TO BEUSED AS AN AID FOR BUILDING, DESIGN ANDCONSTRUCTION. THEY DO NOT REFLECT THE ACTUALCONDITIONS - REFER TO THE CIVIL AND LANDSCAPEDRAWINGS FOR FURTHER INFORMATION REGARDINGSITE. REFER TO THE MECHANICAL, PLUMBING,ELECTRICAL, AND ARCHITECTURAL DRAWINGS FORGENERAL BUILDING DESIGN REQUIREMENTS.•FOR INFORMATION NOT PROVIDED IN DIAGRAMS SEENOTES ON CA1.0, CA3.4, AND CA3.5.R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:57:08 AMCA3.2ACCESSIBILITY DIAGRAMS (CBC 11B) FOR:16' -. • I I lin ,, lln r I!.. 1 . ,{ ' 0 "Ml " t1 ' I :~ ~ , ,, I ~ ' . . ~ ~ ~ I I I/• '-~ • L~ , fL -'' ., . " L~ ~ I I 11'~ ' -' L-,, "I 0 ,J I • . I ' ' " L-. " ~l l~ ,, 0 I, --'1 ,, ,~ I, D ,, ,, ,, " ,~ 0 ,, r--.. -/ 0 I k 0 'lf-I I I I I I • , -IL t , ' " I ' I Q \ ' ' I '\~~ ,. ' ~ . ~ □ I t • ~rr ,, " ~~d 0 C (5 i j C I, ~ I, ' -1,} =:JOO□ C 'I • . I, ,, ' n " . -, • ,, '1 , IJ ,, . 0 , ~ ~ 0 • • ~< 0 ,, 0 .1' ,;;_=J .-£. \ / I L' ,. ,. )1 • If f, Is I, ,. ' C 6~ ;tJ~Ej_fL • " I, f I . 1 ----~ ,~7~ " -~ If) -L -'1: J " I -I [2) I I a I · I \' ~iJ a /4 ll.~➔ l_' __ 'j l l l' ___ _J~ m l k k \ " l ~I ,, ,, ' . "-' -+111111111111+ ,, ,, lj lj '. " ,, -, ' ► ◄ 0 0 ~ 0 . r(:_ • k . I, ,. " . , I " I, '. . • • l k i k t'1 ~ I -i---I, . • ' ~ I<-0 C I -'" ~ :S: ,, ,, I A _..._i. I -~ n .___ 'Y -f'~il . -~ C . _., l I . ,) " ~ ~ " " ____ _J I..:: E;i~~1 ~' v(7~ I " lim ~I t I, , I I t:=111111111111111111111111111111111111111111111111111111111111111111111 • ,, , 6-::i:' ~ I 'I<-'<S/!S1 -'J 77//7/7//7//7/7 ~ ~ n '1 '1 7(-, I<-I, , , , 0 ~ I\ I\ ,---, -® . , ' I= ' , ' ~~ 'i--• 'Is-lfln " I= , ' .. ' " a ' ' 'is-I • • \ ~ ,--7--' -I -I, I \ C ,._-I, ' -~· fr ~ 'I 1 • I I F" ' -~ . I h I I • ,, ,, ,, " -u -I<-I' ~I,/ L I l ', ' , 1 I I ~ \I !I! • I I (H -1=: \ .,r11,·• i-:-:•:-I >,:/ I{') "iJ == ' ~ ,,_ \ I ~ u l T"III ff \ I L I '" I D I . ' 10 "W ' ~ 'k 'I<--L" - -'J -',._-' , -") r-,1-I, ,__ 'is-~ II/ ' , I, ,_. ~ -, ,, ,, I, I, ,f-J J I I -~-,, \: ' --,, ~ . ' r l Is ,, I, □, 0 ' • el ~ l • • , . . 0 . " ,. ' ~-' " " I, I, I, \_ 0 , I, I, 0 0 1 1 • 0 ~ , . ,. 1,, I, ,, • • _jJ ~ . I.,'°\ • -• " ~; ' ~-' ---• '"" / ...._ " -' is--~ I -' -I " 16"'-• I~~ • . " " "-:: ' I I/ I \ " FF f.. D' I . I I '-,. I , I I r--I -t ~ ~ z:.----~u ' 1<-L _____ \ I ea-·\ I +-'--/ . . . ,, " • \ ' ..._ / ,__ '. ,, -,. I~ • . 0 I, ,-T. 0 , • ,, I, 0 • ' 0 0 D D SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY \ 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 It * WWoN.schm 1dtdesign.com 'I -. ~-~ /". DAHLIN Lie. C,tr, 2138, NV 219, AZ 34139 u-I 7 grour= I j I I PATH\NAME:2013 CBC 11B-604.8.1.2 & 11B-604.8.1.1.31598S902-11b.DWGTHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.FLUSHACTIVATORON WIDE SIDECENTERLINEOF FIXTURESEE 2013 CBC11B-604.224".12".42" MIN.17"-18"60" MIN.42" MIN.MAX.12".54" MIN.MIN.24".CLEAR48" MIN.4" MAX.32" MIN.18" MIN.PATH\NAME:2013 CBC FIGURE 11B-604.8.1.1.21598S903-11b.DWGCENTERLINEOF FIXTUREFLOOR-MOUNTED TOILETWHEN DOOR SWINGS IN60" MIN.DIA. CLEAR30"x48"CLEARSPACE60" x 60"LEVEL & CLEARWALL-MOUNTED TOILETWHEN DOOR SWINGS IN12" MIN.IF DOOR HASCLOSER & LATCHTHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.FLUSHACTIVATORON WIDESIDETOILET(NO TANK)TANK TYPETOILETSEE FIGURE11B-604.2MIN. CLR.32"CLEAR48" MIN.44" MIN.18"MIN.34" MIN.36" MIN.60" MIN.60" MIN.24" MIN.GRAB BAR12" MIN17"-18"24" MIN.MAX.12"42" MIN.54" MIN.56" MIN. AT59" MIN. AT34" MIN.60" MIN.24" MIN.12" MIN.42" MIN.17"-18"60" MIN.SEE FIGURE11B-604.2PATH\NAME:2013 CBC FIGURES 11B-604.5.1 & 11B-604.5.21598S904-11b.DWGALL DISPENSERS+40" MAX. TOHIGHESTOPERABLE PARTREAR GRAB BARALLOWED AT 36"A.F.F. ATTANK-TYPE TOILETREAR WALL ELEVATIONSIDE WALLELEVATIONTHIS DIAGRAMILLUSTRATES THE SPECIFICREQUIREMENT OF THEACCESSIBILITYREGULATIONS AND ISINTENDED ONLY AS AN AIDFOR BUILDING DESIGN ANDCONSTRUCTION.TRANSFERSIDESEE 2013 CBC11B-604.2CLMIN.12"MIN.24"36" MIN.CL33"17"-18"MIN.19"17"-19"TOP OF GRAB BAR33"-36" TO7"-9"GRAB BAR42" MIN.MAX.12".54" MIN.PATH\NAME:1598S906-11b.DWGTO LAV. RIMTHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION.TYP. TOILETROOM ACCESSORYMOUNTINGMIRRORLAV.COVER ORINSULATEEXPOSEDPIPESREQUIREDCLEAR SPACENOTE: IF A MINIMUM 9" HT.OF TOE CLEARANCE ISPROVIDED, A MAXIMUM OF 6"OF THE 48" OF CLEAR FLOORSPACE REQUIRED AT THEFIXTURE MAY EXTEND INTOTHE TOE SPACE.17" MIN.19" MAX.18" MIN.30" MIN.48" MIN.CLEARANCE8" MIN. KNEE6" MAX. TOECLEARANCE17"40" MAX.9" MIN.27" MIN.29" MIN.34" MAX.40" MAX.74" MIN.2013 CBC 11B-6062013 CBC FIGURE 11B-605.2PATH\NAME:1598S907-11b.DWGTHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION.REQUIREDCLEAR SPACE44" MAX.TO CONTROLS17' MAX.17" MAX.13 1/2" MIN.48" MIN.30"2013 CBC FIGURE 11B-609.31598s905-11b.dwg1 1/4" TO 1 1/2"NOMINALDIAMETERTHIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS INTENDED ONLY AS AN AID FOR BUILDINGDESIGN AND CONSTRUCTION.WALL1 1/2"PATH\NAME:PATH\NAME:2013 CBC 11B-703.7.2.6THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTOF THE ACCESSIBILITY REGULATIONS AND IS ONLY AS ANAID FOR BUILDING DESIGN AND CONSTRUCTION.1598S910-11b.DWGCORRESPONDINGCONTRACTEDGRADE 2 BRAILLELETTERING RAISED 1/32"UPPER CASE SANS SERIFEDGESSHALL BEROUNDED,CHAMFEREDOR EASED3/4" HIGHT LETTERS, TYP. U.O.N.LIGHT COPY ON DARK BACKGROUND OR DARK COPY ON LIGHT BACKGROUNDNOTE: LETTERING NOT REQUIRED ONDOOR MOUNTED SIGNAGE.DOOR MOUNTED SIGNAGEWITHIN 1" OF VERTICALCENTERLINE OF THE DOORWALL SIGNAGE TO BE MOUNTED AT 48" MIN. TO BASELINE OF LOWESTLINE OF BRAILLE & 60" MAX TO BASELINE OF HIGHEST LINE OF RAISEDCHARACTER ON LATCH SIDE OF DOOR W/ CLEAR FLOOR SPACE OF 18".THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLESYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARKON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALLCONTRAST WITH THE DOOR, EITHER LIGHT ON A DARKBACKGROUND OR DARK ON A LIGHT BACKGROUND.1/8" MIN.RADIUSSHAPES SHALL BE 1/4" THICK, TYP.UNISEX WOMEN MENUNISEXWOMENMENWALL MOUNTED SIGNAGE (TYP.)DOOR MOUNTED SIGNAGE (TYP.)6" U.O.N.12".EQ.EQ.60" MAX A.F.F.58: MIN.CL12".6" U.O.N.6" U.O.N.6" MIN.+48" MIN.+60" MAX.9" F.O.WALL9".PATH\NAME:2013 CBC FIGURES 11B-406.3.2 & 11B-406.5.7 & 11B-406.5.30299s917-11b.dwgAorBAorBCCAA8.33% MAX.2% MAX.8.33% MAX.2% MAX.2% MAX.2%MAX.8.33%MAX1:10 MAX.SIDE SLOPE2%MAX.8.33%MAX.SIDEWALK LESS THAN 60" WIDE2%MAX.8.33%MAX.THESE DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS OF THESE REGULATIONS AND AREINTENDED ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION.NOTE: FOR DETECTABLE WARNING REQUIREMENTS ATCURB RAMPS SEE SECTIONS 11B-705.1.1 & 11B-705.1.2.2FRONT EDGEOF SIDEWALK10% MAX.RETAINING CURB IFNECESSARY AT EDGEOF SIDEWALKFRONT EDGE OFSIDEWALKPLANTINGAREAGROOVING, SEEDETAIL 9/CA3.1GROOVING, SEEDETAIL 9/CA3.1GROOVING, SEEDETAIL 9/CA3.1TOP OF RAMPSECTION A-ASECTION B-BTOP OF RAMPSECTION C-CDEPRESS ENTIRE SIDEWALK AS REQUIREDRETAININGCURB IFNECESSARYRETAININGCURB IFNECESSARYMIN.48"48" MIN.60"LESS THANMIN.48"MIN.48"MIN.48"48" MIN.48" MIN.SCALE: 1/4" = 1'-0"1FRONT DOOR MULTIPLE TOILET FACILITYSCALE: 1/4" = 1'-0"2MULTI. ACCOMODATION TOILET FACILITYSCALE: 1/4" = 1'-0"4ACCESSIBLE TOILET ELEVATIONSCALE: 1/4" = 1'-0"6ACCESSIBLE LAVATORIESSCALE: 1/4" = 1'-0"7ACCESSIBLE URINALSCALE: 3" = 1'-0"8SECTION THROUGH TYP. GRAB BARACCESSIBILITY TO PUBLICBUILDINGS, PUBLICACCOMMODATIONS,COMMERCIAL BUILDINGS,AND PUBLICLY FUNDEDHOUSINGACCESSIBILITY NOTES:•ALL CODE SECTIONS AND FIGURES ARE BASED ON THE2013 CALIFORNIA BUILDING CODE (T-24) U.O.N.•THE DETAILS AND DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS & GUIDELINES OF THEACCESSIBILITY REGULATIONS AND ARE ONLY TO BEUSED AS AN AID FOR BUILDING, DESIGN ANDCONSTRUCTION. THEY DO NOT REFLECT THE ACTUALCONDITIONS--- REFER TO THE CIVIL AND LANDSCAPEDRAWINGS FOR FURTHER INFORMATION REGARDINGSITE. REFER TO THE MECHANICAL, PLUMBING,ELECTRICAL, AND ARCHITECTURAL DRAWINGS FORGENERAL BUILDING DESIGN REQUIREMENTS.•FOR INFORMATION NOT PROVIDED IN DIAGRAMS SEENOTES ON CA3.1-CA3.4.SCALE: 1/4" = 1'-0"5RESTROOM SIGNAGESCALE: 1/8" = 1'-0"ACCESSIBLE CURB DETAILS10R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:57:14 AMCA3.3ACCESSIBILITY DIAGRAMS (CBC 11B) FOR:17r ---{I \. r◊rr r="'""===-----=====1:=:J=I i~~--= ¢ SCHMIDT DESIGN GROUP, INC. ~~~-~NEC~~~f/~~~~1T~f.','s'E"sSS_ION IN DESIGN N.IIIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm 1dtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 I 7 '7 , ___________ J _____ L I ~~ 1 [ 'i -----------------tr--DAHLIN grour: -'is-f" Ir IL-' 'V • . " , ., ' ' ,, , . E ' ;\ I, , . ~ L, ~ • 1 1 1' r-----, I I I I I I I I I<' <s-I I \_ : rGi I . I " • '. • \ . "' , . ' ' 7', __________ ,, ,. ( ,, (i 'I • ' -B--', --~--', ,, . ,.___ I• • I, . . ,. ,,, , , ' ' . . I, C . , I I , ~ 7 '\:I' L_ ,., ' . 1r--......tf-------------!1, " ,, . • . ' • • . I"--. . . "' -'--_ _...__ I, I I, \_! f-_______ _j,_I, • ,, I, I> • I;, -'1 . -, I, ,, • L L, . ,, I, . ,, " • ' , , '. I, . ,, • , , , . I , L-----I, . :' ' , • ,. " • ' I• ' ,, • i,.----. I' ~ ,. ,, , I, 'L/' • . ..... - - 1 • ' • " I ' r I . " . "' E3=f=========l==E=f=f= ~□===:'....':::::===~□===:! 10.Visual Alarms, Notification Devices and Telephones for Persons withHearing Impairments(2013 CBC Section 11B-702)A. Shall be provided in:A.1. Accessible sleeping rooms and suites.A.2. Additional sleeping rooms and suites per Table 907.5.2.3.3.B. Visual alarms shall comply with NFPA 101 and Chapter 11B. Sections 907.5.2.3C. Visual notification devices to alert room occupants of incoming telephone calls and a door knock or bell connect to visual alarm signal appliances.11.Protective Signaling Systems(Section NFPA 101)A. Audible:A.1. All alarm signaling devices in a given facility shall be of thesame basic type (bells, horns speakers, etc.)A.2. Installed at 90" AFF or 6" below ceilingB. Visual:B.1. Required whenever audible systems are required.B.2. Flashing frequency: 60-120 flashes per minuteB.3. Approved by State Fire MarshallB.4. Installed at 80-96" AFFB.5. In hotels, motels, and dormitories, proprietor to post signwith 1/2" letters on contrasting background indicating which guest rooms provide visual alarms.12. Signs and Identification(2013 CBC Section 11B-703)(See details: )A. Signage for each accessible facility.B. Building directories. Identifying accessible facilities such as restrooms.C. Braille (only when required):C.1. Contracted Grade 2 Braille.C.2. Dots shall be 0.1" on centers in each cell with 0.2" space between cells placed 3/8" min. and 1/2" max. below characters.D. Raised characters and pictoral symbol signs (only when required):D.1. Character type: Sans Serif, upper case characters. (11B-703.2.2)D.2. Raised characters: 1/32" minimum. (11B-703.2.1)D.3. Raised character height: 5/8" minimum, and 2" maximum. (11B-703.2.5)D.4. Pictograms shall be 6" minimum measured to the pictogram field with verbal description below.(11B-703.6)D.5. Contrast: Characters and symbols are required to contrast with their background (11B703.7.1)D.6. Characters and symbols shall have a non-glare finish. (11B-703.7.1)E. Tactile characters on signs shall be located 48" min. above the finished floor or ground surface, measured from the baseline of the lowest Braille cells and 60" max. above the finish floor or ground surface measured from the baseline of the highest line of raised characters per CBC section 11B-703.4.1/9CA3.2/10CA3.213.Accessibility for Existing Buildings(2013 CBC Section 11B-202)A. Scope: renovation, structural repair, alteration and additions to existing buildings including historical buildings.B. Existing buildings when subject to alterations, structural repair oradditions shall comply with CBC Chapter 11B Division 1 New Buildings for primary building entrance and path of travel to area ofalteration, structural repair or addition and sanitary facilities, drinking fountains, signs and public telephones serving that area.B.1. If total cost of alterations, structural repair or additions is less than $50,000 per 1981 "ENR US20 Cities" and enforcing agency finds that compliance creates an unresonable hardship, compliance shall be limited to actualwork.B.2. Unreasonable hardship: Accessibility realted constructioncosts exceeds 20% of the costs of alterations, structural repair or additions. In this case, accessibility related construction shall be provided but limited to 20%. Accessibility items shall be included in this order of priority:B.2.1 An accessible entrance.B.2.2 An accessible route to altered area.B.2.3 At least one accessible restroom for each sex.B.2.4 Accessible telephones.B.2.5 Accessible drinking fountains and when possible additionalaccessible elements such as parking, storage, and alarms.C. See 11B-206.2.3 for additional requirements for multistory buildings without elevators.14. Entrances(2013 CBC Section 11B-404 & 11B-206.4)A. All entrances and exterior ground floor exit doors shall be made accessible to persons with disabilities. See sign requirements for inaccessible entrances under '1D'. (Many exceptions)16. Drinking Fountains(2013 CBC Section 11B-211 & 11B-602) (Figure 11B-602.5)(See detail: )A. Where there are more than 1 drinking fountain areas, provide 50% of drinking fountains on each floor to be accessible.When 1 drinking fountain area, provide one accessible to wheelchair users and one for those that have difficulties bending or stooping ("Hi-low" fountains).B. Fountain to be completely inside alcove: (11B-602.9)B.1. Alcove width: 32" minimum.B.2. Alcove depth: 18" minimum.C. Minimum depth of fixture: 18". Maximum depth: 19".D. Knee space: 27" high between bottom of apron & the floor x 8" min. deep (front edge to back wall) x 30" width.E. Toe clearance: 9" above floor x 17" min. depth from front edgeF. 30" x 48" clear floor space for front approach.G. Bubbler manual controls easily operated by disabled persons, within 6" of front of fixture or electronically controlled device. (11B-602.3)H. Bubbler outlet orifice within 5" of front of fountain, within 36" of floor.I. Water stream, substantially parallel to front edge of fountain. Spout of water flow: 4" minimum high (within 5" of front edge of footage on oval or round bowl) (11B-602.6)J. Spout outlets shall be 36" max. above the finish floor or ground(11B-602.4)K. The sprout outlets shall be located 15" min. from the vertical support and 5" max. from the front edge of the unit, including bumpers. (11B-602.5)L. Spout outlets of drinking fountains for standing persons shall be38" min. and 43" max. above finished floor or ground.(11B-602.7)/2CA3.417. Public Telephones(2013 CBC Section 11B-704)(See detail: )A. Clear floor space: 30" x 48" to allow forward or parallel approach.B. Mounting height (to highest operable part).B.1. 54" for side approach or diagonal approach.B.2. 48" for front approach.C. Enclosure (if provided):C.1. Side reach possible: enclosure and counter may extend beyond the face of the telephone 10" max. Enclosure and counter may not overlap required clear floor space.C.2. Forward reach required: Counter may extend beyond the face of telephone 20" max. and into required clear floor space. Enclosure may extend 24" max. beyond face of telephone. If clear floor space of 36"x48" is provided, enclosure may extend more than 24" past the face of the telephone.C.3. Full height enclosure: minimum clear entrance of 30" width.C.4. Enclosures protruding into corridors or halls to comply with Item 14.D. Equipment for hearing impaired:D.1. Magnetic field generator in receiver: one per bank of phones.D.2. Volume control: one per bank min. and 25% of total.D.3. Push button controls required, if available in area.D.4. Receiver cord length: 29" minimum.E. Text Telephones (TDD's)E.1. If four or more public phones are provided at the interior and exterior of a site, and one is interior, then provide one interior text telephone.E.2. TTY's used with a pay phone to be permanently affixed within or adjacent to the enclosure.E.3. Pay phones which accommodate portable TTY's to be furnished with shelf and electrical outlet, with handset capable of being placed flush on the surface of the shelf.E.4. TTY signage. Figure 11B-703.7.2.2./7CA3.218. Protruding Objects / Headroom(2013 CBC Section 11B-307)(See details: )A. Headroom: 80" clear in all circulation spaces including walks, halls, corridors, passageways and aisles. (11B-307.2)B. Protruding objects between 27" and 80" above the finished floormay project 4" max. into walks, halls, corridors, passageways oraisles. (11B-307.2)C. Freestanding objects mounted on posts or pylons between 27" and 80" above floor may project 12" maximum. (11B-307.3)D. Protruding objects not to reduce the clear width of an accessibleroute or maneuvering space. (11B-307.5)/7CA3.219. Accessible Kitchen Sinks(2013 CBC Section 11B-606)A. Clear floor space: 30"x 48" in front of sink for forward approach.A.1. Clear floor space shall extend underneath the sink.(11B-306.3.3)B. Sink shall be 6 1/2" maximum deep. (11B-606.7)C. Counter or sink rim: 34" maximum height. (11B-606.3)D. 9"-27" x 30" knee clearance A.F.F. x 30" wide x 11" deep. (11B-306.3)E. Hot water and drain pipes exposed under sinks shall be insulated or configured to protect against contact. No sharp orabrasive surfaces below sink. (11B-606.5)F. Faucets and controls shall operate with 5lbs-force maximum and be operable without tight grasping, pinching or twisting ofthe wrist. (11B-606.4)G. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self closing valves are allowed iffaucet remains open for at least 10 seconds. (11B-606.4)20.Space allowance and reach ranges for wheelchairs(2013 CBC Section 11B-308 and Figures 11B-308.2.1 & 11B-308.2.2)(See details: , )A. Minimum clear area to accommodate a wheelchair is 30" x 48".B. Minimum single wheelchair passage width is 32" at a point & 36" continuous. (See Figure 11B-403.5.1).C. Minimum width for two wheelchairs to pass is 60". See passing spaces in 11B-403.5.3.D. Minimum space for a wheelchair to make a 180 degree turn is 60" diameter circle or a T-shaped space. See Figure 11B-304.3.2.E. May be positioned for forward or side approach to an object.F. Min. clear floor space may be part of the knee space required under some objects.G. One full unobstructed side of clear area must overlap or adjoin an accessible route or another clear wheelchair floor space. Additional space reqired.H. Reach height for forward approach without obstruction is between 15" and 48" above floor.I. Reach Height for forward approach over an obstruction: (Figure 11B-308.2.1)Reach Height Obstruction Depth44" max. 20" - 25"48" max. less than 20"J. Reach Height for side approach over an obstruction: (11B-308.3.2)Reach Height Obstruction Depth48" max. 24" maximumK. Reach height for side approach without obstruction is between 15" and 48" above floor. (11B-308.3.1)/1CA3.2/2CA3.221. Electrical Outlets(2013 CBC Section 11B-308.2.1)A. Outlets: Located no more than 48 inches measured from the topof the receptacle outlet box nor less thanB. 15 inches measured from the bottom of the receptacle outlet boxabove the finish floor.15. Electrical Switches and HVAC Controls(2013 CBC Section 11B-308.2.1)A. Switches and controls: Located no more than 48 inches measuredfrom the top of the receptacle outlet box nor less than 15 inches measured from the bottom of the receptacle outlet box above thefinish floor.PATH\NAME:2013 CBC FIGURE 11B-602.51598s911-11b.dwgPLAN AT NON-ALCOVEACCESSIBLE FOUNTAIN SIDEPLAN AT ALCOVEABFRONTCDCLEAR FLOORSPACE30" MIN. CLR.CENTERED ONACCESSIBLEDRINKINGFOUNTAIN.30" MIN. CLR.CENTERED ONACCESSIBLEDRINKINGFOUNTAIN.15" MIN.5" MAX.ACCESSIBLEFOUNTAINSTANDARDFOUNTAINACCESSIBLEFOUNTAINMIN. CLR.KNEE SPACEWING WALLSEA. SIDENOTE: IF ALCOVE DEPTH (X) ISGREATER THAN 24", THEN WIDTH(Y) MUST BE A MINIMUM OF 18".THIS DIAGRAM ILLUSTRATES THE SPECIFICREQUIREMENT OF THE ACCESSIBILITY REGULATIONSAND IS ONLY AS AN AID FOR BUILDING DESIGN ANDCONSTRUCTION.4" MAX.48" MIN.16" CLR.(Y)16" CLR.(Y)MIN. (X)18"16"CLR.16"CLR.MIN.18"48" MIN.27" MIN.CLEAR16" MIN.CLEAR16" MIN.18" TO 19"6" MAX.8" MIN.6" MAX.27" MIN.9" MIN.43" MAX38" MIN. BUBBLER43" MAX38" MIN. BUBBLERACCESSIBILITY TO PUBLICBUILDINGS, PUBLICACCOMMODATIONS,COMMERCIAL BUILDINGS,AND PUBLICLY FUNDEDHOUSINGACCESSIBILITY NOTES:•ALL CODE SECTIONS AND FIGURES ARE BASED ONTHE 2013 CALIFORNIA BUILDING CODE (T-24) U.O.N.•THE DETAILS AND DIAGRAMS ILLUSTRATE THESPECIFIC REQUIREMENTS & GUIDELINES OF THEACCESSIBILITY REGULATIONS AND ARE ONLY TO BEUSED AS AN AID FOR BUILDING, DESIGN ANDCONSTRUCTION. THEY DO NOT REFLECT THE ACTUALCONDITIONS - REFER TO THE CIVIL AND LANDSCAPEDRAWINGS FOR FURTHER INFORMATION REGARDINGSITE. REFER TO THE MECHANICAL, PLUMBING,ELECTRICAL, AND ARCHITECTURAL DRAWINGS FORGENERAL BUILDING DESIGN REQUIREMENTS.•FOR INFORMATION NOT PROVIDED IN DIAGRAMS SEENOTES ON CA1.0, CA3.4, AND CA3.5.R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:57:19 AMCA3.4ACCESSIBILITY NOTES & DIAGRAMS (CBC11B) FOR:SCALE: 1/4" = 1'-0"2WATER (DRINKING) FOUNTAINS8. Section not used.9. Section not used.18f f L~--r-=t : (°)= ~--~'-tJJ l J_J,_ \ • r~-------I' : O= ' ,, '. ____ G =t I, ,. ,, , " I, • • ~ I, L, r;:-• '7 ,, . • ~ 'e.l r-. . t---I' Ill ,, Is , J .! ¥-. • -, is--~ :J \_ i.--. r. • • . D D SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY \ 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 It * WWoN.schm 1dtdesign.com 'I .. ~-/'I. DAHLIN Lie. C,tr, 2138, NV 219, AZ 34139 ~ u-I I 7 grour= I j I I 22. Doors, Doorways, and Gates(2013 CBC Section 11B-404 & Figures 11B-404.2.3 & 11B-404.2.4.1)(See details: )A. Level and clear space on swing side: 60" at 90 deg. to door in closed position.B. Level and clear space on side away from swing: 48" at 90 deg. to door in closed position. 44" if no closer and approach can be made from latch side. (11B-404.2.4 & Table 11B-404.2.4.1)C. Space provided past strike edge of door on swing side: 18" for interior doors, 24" for exterior doors.D. Space provided past strike edge on push side of door: 12" if dooris equipped with both a latch and closer.E. Width: 32" clear opening (36" door.) Must open 90 deg. (11B-404.2.3 & Figure 11B-404.2.3).F. Height: 80" min.G. Pair of doors - at least one door 32" clear width when open at 90 deg. (11B-404.2.2)H. No revolving doors as accessible entrance. (11B-404.3.7)I. 10" smooth uninterrupted surface panel at the bottom on the push side of door or gate. (11B-404.2.10)/11CA3.2/12CA3.2/13CA3.2/14CA3.223. Hardware(2013 CBC Section 11B-404.2.9) (Closer-effort)A. Height of door hardware: centered between 34" - 44" above ffinished floor or ground. (11B-404.2.7)B. Operable by a single effort, no tight grasping, tight pinching or twisting of the wrist (levers, push-pulls, or panic devices are O.K.).C. Allowable closer pressure: (11B-404.2.9)C.1. Interior & Exterior doors: 5 lbf maximum.C.2. Fire doors (if required): 15 lbf maximumD. Thresholds: Maximum height of 1/2". Changes between 1/4" and1/2" must be sloped 1:2 max. (11B-303.3)E. Closer timing minimum 5 seconds from 90 deg. to 12 deg. fromlatch.F. Provide lever actuated latches or locks that are curved with a return to within 1/2" of the door to prevent catching of clothing.25. Doors in Series(2013 CBC Section 11B-404.2.6)(Figure 11B-404.2.6)A. Space between two consecutive door openings: 48" minimum clear space required between one door opening and the edge of any other in-swinging door when such door is 90 deg. to closed position.B. Doors in a series must swing either in same direction or away from the space between the doors.26. Corridors and Aisles(2013 CBC Sections 1017 and 1018)(See details: )A. Corridor width: 44" minimum (occupant load of 10 or more); 36"minimum (occupant load of less than 10). (1018.2)B. Corridors over 200 ft. (11B-403.5.3)B.1. 60" min. clear widthB.2. 60" x 60" passing areas located at intervals of 200 ft. max.if less than 60" clear width routeB.3. 'T' intersection of 2 or more corridors or walks is acceptable passing place.C. Aisle leading to an exit (1017.1):C.1. Every portion of every building with seats, tables, merchandise, equipment or similar materials shall be provided with aisles leading to an exit. (1017.1)C.2. When serving one side, 36" minimum width. (1017.3)C.3. When serving both sides, 44" minimum width. (1017.3)C.4. Aisles shall comply with 11A-5A for circulation around obstructions. (11B-403.5.1)27. Floors and Levels(2013 CBC Section 11B-303)A. Floors of a given story shall be a common level throughout or connected by a ramp, elevator or lift. Changes in level shall comply with Section 11B-303.28. Access to Water Closets and Sanitary FacilitiesEntry to Sanitary Facilities: General for both multiple and single accommodations. (2013 CBC Section 11B-703.7)(SEE NOTE: AND DETAIL: )A. Signage:A.1. Men's room: equilateral triangle 1/4" thick, edges 12" long, & a vertex pointing upward (11B-703.7.2.6.1)A.2. Women's room: Circle 12" diameter, 1/4" thick. (11B-703.7.2.6.2)A.3. Unisex room: 1/4" thick triangle within and superimposedon 12" diameter, 1/4" circle. (11B-703.7.2.6.3)A.4. Location: 58" min.-60" max. above floor to center and centered on door. (11B-703.7.2.6)A.5. Contrasting color with respect to the door, either light ona dark background or dark on a light background. (Unisex circle symbol shall be contrasting symbol.)A.6. Tactile Characters on signs shall be located 48" min. A.F.F. or ground surface, measured from the baseline tothe lowest braille cells. See Detail: (11B-703.4.1)A.7. International symbol of accessibility shall be white figureon blue background (11B-703.7.2.1)B. Doorways: 32" clear opening width.C. Level and clear area on swing side of door: 60" measured at 90deg. to door in closed position extending 18" beyond strike edge (24" at exterior doors).D. Level and clear area opposite swing side of door: 48" measuredat 90 degrees to door in closed position./SECT. 31CA3.5/5CA3.3/4CA3.329. Multiple Accommodation Toilet Rooms(2013 CBC Section 11B-604) (Figure 11B-1B)(SEE NOTE: )A. Unobstructed access to accessible stall (except for door opening widths and door swings) of 44" clear. (11B-604.8.2.2)B. 60" diameter circle for turnaround extending 27" above floor. (11B-304.3.1)B.1. Doors may encroach into turnaround space up to 12" exceptdoor to accessible stall. (11B-603.2.3)B.2. Lavatories required to be accessibile by section 11B-213.3.4,space between 9"-29" A.F.F. or ground, shall be consideredknee clearance. (11B-306.3.1)C. Clear space in accessible stall:C.1. Stall compartment shall have a depth of 60" min. and a width5" min-37" max. (11B-604.8.2.1)C.2. 60" x 60" minimum clear floor space in front of water closetwhere stall has side opening door.C.3. 48" deep x 60" wide minimum clear floor space in front of water closet where stall has end opening door facing watercloset.D. Compartment Doors:D.1. 32" minimum clear where compartment has end opening door. (11B-604.8.1.2)D.2. 34" minimum clear where compartment has side opening door. (11B-604.8.1.2)D.3. Self-closing.D.4. Space in front of door: 48" clear at 90 degrees to door in closed position. (11B-604.8.1.2)D.5. Loop or "U" shaped handles on both sides of stall doors immediately below the latch. (11B-404.2.7)D.6. Sliding latch, flip-over style, or any hardware type which does not require twisting or grasping. (11B-404.2.7)E. Centerline of water closet to wall: 17"-18" from sidewall.F. Grab bars (11B-604.8.2.3).G. Miscellaneous fixture requirements (see Item 4).H. When six or more stalls, provide one additional accessible stall forambulatory access. 36" wide, with out-swinging self-closing door and parallel grab bars complying with section 11B604.8.2.2 & 11B-604.8.2.I. Compartment toe clearance: at least one side of partition shall provide a toe clearance of 9" min. above the finish floor and 6" deep min. beyond the compartment side face of the face of the partition, exclusive of partition support members. Compartments for children's use shall provide a toe clearance of 12" min above finish floor. (11B-604.3)/SECT. 31CA3.531. General Toilet Room Fixtures and Accessories(2013 CBC Sections 11B-305, 11B-306, 11B-603 - 11B-606, 11B-609, 11B-605)(See details: , , , , )A. Grab Bars (Sections 11B-604.5 & 11B-609 & 11B-604.8.1.1.3, 11B-604.5.1, 11B-604.5.2)A.1. Height: 33" min.-36" max. above and parallel to finished floor measured to the top of the gripping surface.(11B-609.4)A.2. Rear grab bar at water closet length: 36" minimum- extend from water closet centerline 12" minimum in one direction and 24" minimum in other direction.A.3. Side grab bar at water closet:A.3.1. Length: 42" minimumA.3.2. Position: Front end located at least 24" in front of the water closet and 54" minimum from rear wall. Rear end 12" maximum from rear wall.A.3.3. 3" maximum projection into required clear floor space.A.4. Gripping surface diameter: 1 1/4" to 2" or an equivalent gripping surface.A.5. Space between wall and grab bar: 1 1/2".A.6. Grab bars shall not rotate within their fittings.A.7. Grab bars and adjacent surfaces shall not have any sharp or abrasive elements.A.8. Edge radius: 1/8" minimum.A.9. Grab bars and seats: Bending stress, direct shear stress, tensile stress, torsion stress must support an application of 250 lb. point load.B. Urinals (11B-605) (Figure 11B-605.2)B.1. Height of rim: 17" A.F.F, maximum.B.2. Rim projection: 13 1/2" deep minimum measured from the outer face of the urinal rim to the back of the fixture.B.3. Clear space in front of fixture 30" wide x 48" deep for front approach.B.4. Flush control: operable with one hand without tight grasping, pinching or twisting of wrist; mounted 44" max. above floor; 5lb.-force max. to operate. Electronic automatic flushing controls are acceptable and preferable. (11B-605.4)B.5. Fixtures placed in alcoves to comply with Section 11B-305.7 and Figure 11B-305.7.1. (See detail)C. Lavatories (Section 11B-606)C.1. All accessible lavatories: 18" minimum from center line of fixture to any wall, 17" minimum in horizontal depth.C.2. Rim or counter height: 34" maximum above finished floor.C.3. Clearance under front apron: 29" from floor, reducing to 27" height at a point 8" back from front edge.(11B-306.3.3. EX1)C.4. Clear floor space of 30" wide x 48" deep in front of fixture to allow forward approach and shall extend 19" maximum into knee and toe space underneath the lavatory.(11B-606.2)C.5. Toe clearance: 9" high extending to 19" maximum under lavatory. (11B 306.2.2)C.6. Hot water and drain pipes insulated or covered, with no sharp or abrasive surfaces under lavatories. (11B-606.5)C.7.Faucet controls:C.7.1. Operable with one hand without tight grasping, pinching or twisting of the wrist.C.7.2. 5 lbf maximum to activate controls.C.7.3. Self-closing valves if faucet remains open at least 10 seconds. (11B-606.4)D. Water closets (Section 11B-604)D.1. Height of seat: 17" to 19" above floor to top of 2" max. height seat. (11B-604.2)Flush control: operable with one hand without tight grasping, pinching or twisting of the wrist; located on wide side of fixture areas; 44" max. above floor; 5 lbf max. to operate. (11B-604.6)E. Toilet tissue dispensers: within 7-9" of the front edge of water closet seat; below grab bar 19" min. above finished floor.(11B-604.7)F. Towel, sanitary napkin, waste receptacles and similar dispensing and disposal fixtures: one of each to be mounted with operable parts including coin slots within 40" of finished floor. (11B-603.5)G. Mirror: 40" maximum from finish floor to bottom edge of reflecting surface. (Mirrors other than above lavatories or countertops should be at 35" max.) (11B-603.3)/1CA3.3/2CA3.2/4CA3.3/6CA3.3/7CA3.3/8CA3.3A OCCUPANCY REQUIREMENTS(2013 CBC Section 303.1)34. Assistive Listening Systems in assembly areas.A. Required in assembly areas, conference rooms, and meeting rooms.B. Number required: 4% of total seats but in no case less than 2.)C. Signage required: In a prominent place, use international symbol of access for hearing loss, shall state 'Assistive-listening system available'.D. No surcharge allowed on the disabled. Fees may be charged if everyone pays for audiovisual equipment.E. Portable systems allowed if the room accommodates less than 50 people or the seating is not fixed.F. Location: if limited to specific areas or seats, they must be located within 50 ft. of performing area.ACCESSIBILITY TO PUBLICBUILDINGS, PUBLICACCOMMODATIONS,COMMERCIAL BUILDINGS, ANDPUBLICLY FUNDED HOUSINGACCESSIBILITY NOTES:•ALL CODE SECTIONS AND FIGURES ARE BASED ON THE 2010CALIFORNIA BUILDING CODE (T-24) U.O.N.•THE DETAILS AND DIAGRAMS ILLUSTRATE THE SPECIFICREQUIREMENTS & GUIDELINES OF THE ACCESSIBILITYREGULATIONS AND ARE ONLY TO BE USED AS AN AID FORBUILDING, DESIGN AND CONSTRUCTION. THEY DO NOT REFLECTTHE ACTUAL CONDITIONS--- REFER TO THE CIVIL AND LANDSCAPEDRAWINGS FOR FURTHER INFORMATION REGARDING SITE. REFERTO THE MECHANICAL, PLUMBING, ELECTRICAL, ANDARCHITECTURAL DRAWINGS FOR GENERAL BUILDING DESIGNREQUIREMENTS.•FOR INFORMATION NOT PROVIDED IN DIAGRAMS SEE NOTES ONCA1.0, CA3.4, AND CA3.5.R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:57:24 AMCA3.5ACCESSIBILITY NOTES (CBC 11B) FOR:24. Section not used.32. Section not used.33. Section not used.35. Section not used.36. Section not used.37. Section not used.38. Section not used.39. Section not used.40. Section not used.41. Section not used.42. Section not used.43. Section not used.44. Section not used.30. Section not used.19D D SCHMIDT DESIGN GROUP • INC • BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY \ 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 It * WWoN.schm 1dtdesign.com 'I .. ~-/'I. DAHLIN Lie. C,tr, 2138, NV 219, AZ 34139 ~ u-I I 7 grour= I j I I PROPOSED PARKBUILDINGTURF LAWNPARKINGSIGNATURE SHADESTRUCTURE, S.L.D.CUSTOM SHADESTRUCTURE, S.L.D.CUSTOM SHADESTRUCTURE, S.L.D.FOR PARKINGDESIGN ANDDIMENSIONS, S.L.D.ELECTRICVEHICLE ONLYELECTRICVEHICLESITE PLAN GENERAL NOTES1.FOR SITE DEMO PLAN SEE LANDSCAPE DRAWINGS2.ALL SHADE STRUCTURES, PARKING DESIGN ANDDIMENSIONS, SITE WALLS AND FENCING ARE PERLANDSCAPE DRAWINGS.3.PER CITY PARKS AND RECREATION NONE OF THEHAZARDOUS MATERIALS LISTED IN IBC TABLES 307.1(1)OR 307.1(2) WILL BE STORED WITHIN THE BUILDING.PARKING SPACESExisting parking:132 parking spacesExisting accessible parking:8 accessible spacesNew parking:6 parking spacesTotal revised parking:138 parking spacesTotal accessible parking:7 accessible spacesR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:41:51 AMA1.1ARCHITECTURAL SITE PLAN FOR:020 1" = 20'-0" 1ARCHITECTURAL SITE PLAN (FOR REFERENCE ONLY)NORTH20SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {6ig} ZJ6-8792 WWoN.schm 1dtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 I I AHLIN rou I I ( / I I I I I I \ I I \ I \ I I I I I I I I I I I E==1t==f==========i==±=r=r~ r==D===:'....':::::===~l~I E=f=l=============i==E=f==t=~~=======d SLAB PLAN GENERAL NOTES1.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLETO COORDINATE LOCATION AND CONSTRUCTION OFALL UNDER SLAB UTILITIES.2.FOR UNDERGROUND UTILITY LOCATIONS S.C.D., S.P.D.,AND S.E.D.3.FOR UNDER SLAB UTILITIES SUCH AS FLOOR DRAINS,ROOF DRAINAGE, STORM AND SANITARY SEWER, ETC.,S.P.D.3.FOR ALL FINISH GRADES AND SITE RETAINING WALLHEIGHT, S.C.D.5.VERIFY LOCATION AND HEIGHTS OF HARDSCAPESLABS, RAMPS AND RETAINING WALLS WITHLANDSCAPE / CIVIL PRIOR TO SETTING HEIGHTS OFFOOTINGS, RAISED CURBS AND SLABS.6.FOR CONSTRUCTION SLAB JOINTS SEE STRUCTURALFOR DETAILS. ALIGN CONSTRUCTION JOINTS WITHWALLS AND TILE JOINTS. PROVIDE SHOP DRAWINGSFOR APPROVAL INDICATING LOCATION OFCONSTRUCTION JOINTS PRIOR TO PLACEMENT OF SLAB.7.PROVIDE "GRACE" FLORPRUFE 120 INTEGRALLYBONDED SLAB ON GRADE VAPOR PROTECTION. - TYP.FOR ENTIRE BUILDING SLAB ON GRADE - SEETECHNICAL SPECIFICATIONS. REFER TOMANUFACTURER'S WRITTEN LITERATURE ANDINSTALLATION INSTRUCTIONS FOR APPLICABLE DETAILSNOT PROVIDED8.SEE REVISED FINAL SOILS INVESTIGATION REPORTG2015012-1, BY K2 ENGINEERING INC., DATED 11/19/15.(FOR AVIARA PARK)SLAB PLAN SYMBOLSSTRUCTURAL COLUMNS, S.S.D.CONCRETE CURB AT +3-1/2", U.O.N.CMU, U.O.N. - S.S.D.ELEVATION AT RECESSED SLAB AREATYPICAL FLOOR DRAIN, S.P.D.SLOPE FINISH FLOOR TO DRAIN2%, U.O.N, SEE DETAIL 5/A9.5-X"CAST-IN-PLACE CONCRETE 2% SLOPE TO DRAIN234561BAC12'-0"24'-8"14'-0"17'-4"10'-0"8" TYP.8" TYP.FD1'-0"8"8"FDFDFDFDFDFDFDFD15°11°9'-4"5'-8"CLRADIUSCONCESSIONS101STORAGE104VESTIBULE109TRASH106I.T.105ELEC.108MEN103UTILITYCHASE107WOMEN1021A9.43A9.41A9.41A9.4A9.451A9.43A9.44A9.47A9.44A9.4SIM.3A9.48A9.478"TYP.FD020 1/8" = 1'-0" 1SLAB PLANR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:41:54 AMA2.0SLAB PLAN FOR:NORTH21IGN GROUP, INC. SCHMIDT DES ,.. EXPRtSS_ION_IN DESIGN BALANCING ARTl1T~l-:-AL $EN$111VllY WIIH ENVll{QNM . o San Diego, CA 92101 1111 Sixth A"·enue, Suite 50 facsimile {619} 236-8792 tetephone {619} 236-1462 WWoN.schm idtdesign.com • . Lie. C,tr, 2138, NV 219, AZ 34139 l J I -I I I I I pAHLIN _grou1 I L L J I 1--1 □ ;xXXXX>: --• ---0--t 9 ,,_ ' 19 I l J ~ ' -I l C ~ L -~ rQ J ~ I D D I I FLOOR PLAN GENERAL NOTES•WALL HEIGHTS TYPICAL TO BOTTOM OF FLOOR OR ROOFFRAMING EXCEPT WHERE INDICATED ON STRUCTURALDRAWINGS OR WHERE INDICATED AS FIRE RATED ORSOUND CONSTRUCTION (U.O.N.)•TYP. INTERIOR WALL 5/8" TYPE 'X' GYP. BD. (U.O.N.).•ALL SHEATHING SURFACE PLANES TO BE CONTINUOUS.ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED ANDSANDED SMOOTH WITH NO VISIBLE JOINTS. THECONTRACTOR SHALL PATCH AND REPAIR ALL SURFACESTO MATCH ADJACENT OR ADJOINING SURFACESWHEREVER REQUIRED.•PROTECT FROM FREEZING, INSULATE AND WRAP ALLPLUMBING, FITTINGS AND OTHER ITEMS EXPOSED TO ANEXTERIOR WALL/ SOFFIT OR ROOF SURFACE.•CONTRACTOR TO COORDINATE EXACT LOCATION ANDDESIGN OF MILLWORK FURNITURE SYSTEM, FLOORING,AND EQUIPMENT LAYOUT WITH OWNER PRIOR TOINSTALLATION.•PROVIDE BACKING IN ALL WALLS AS REQUIRED FORSHELVES, CABINETS, BRACKETS, GRAB BARS, HANDRAILS,ETC., SEE DETAILS ON CA SHEETS•PROVIDE FIRE BLOCKING AND DRAFT STOPPING AT ALLUNSPRINKLERED COMBUSTIBLE CONSTRUCTION IN STUDWALLS, CONCEALED SPACES, FURRED AREAS (10'-0" MAX.HORIZONTAL AND VERTICAL INTERVALS) AT FLOOR /CEILING AND ROOF / CEILING AND OTHER LOCATIONS PERCBC 718•ALL GYPSUM BOARD WALLS AND SOFFITS TO BE FINISHEDAS FOLLOWS:LEVEL 2: WHERE PANELS FORM SUBSTRATES FOR CERAMIC TILE/FRP AND WHERE INDICATEDLEVEL 4: FOR ALL EXPOSED GYPSUM BOARDSURFACES RECEIVING TEXTURE AND PAINT.LEVEL 5: FOR GYPSUM BOARD SURFACES RECEIVING WALL COVERINGS.•FOR INTERIOR FINISHES, SEE FINISH SCHEDULE SHEETA7.2•PROVIDE VENTILATION AT ALL SOFFITS AND WALLS (IFUNINSULATED). PROVIDE 6 SQ. IN / 100SF MIN.•FOR ALL EQUIPMENT AND FIXTURES SEE TECHNICALSPECIFICATIONS FOR FURTHER INFORMATION•FOR SCORELINES OF SKATEBOARD DETERRENT DESIGNAT CONCRETE SEE/11A9.4FEFLOOR PLAN SYMBOLS5'-0" DIA. WHEELCHAIR CLEARANCESTRUCTURAL COLUMNS, S.S.D.30" X 48" WHEELCHAIR CLEARANCE101DOOR TYPE - SEE A7.1ROOM NUMBER101HBHOSE BIB - S.P.D.CMU WALLPARTIAL HEIGHT CMU WALL, SEEELEVATIONS FOR HEIGHTSURFACE MOUNTED FIRE EXTINGUISHERCABINET WITH FIRE EXTINGUISHER.DIMENSION PLAN NOTES•ALL EXTERIOR DIMENSIONS TO EDGE OF FOUNDATION , EDGEOF C.M.U., FACE OF STUD, U.O.N.•ALL INTERIOR DIMENSION TO FACE OF C.M.U., AND FACE OFSTUD, U.O.N.A5.13A5.1A5.1A5.11243A6.1234561BAC2A6.11A6.112'-0"24'-8"1'-0 3/8"1'-7 5/8"10'-8"8'-0"6'-0"8'-0"1'-4"36'-8"4'-0"1'-4"14'-0"17'-4"5'-4" 3'-4" 5'-4" 8'-8" 3'-4"1'-4"4'-0" 8'-8"1'-4"35'-4"6'-0" 4'-0" 6'-8" 4'-8" 6'-0"4'-8" 5'-4"4'-8"2'-8"1'-6"3'-0"2'-9"8'-6"2'-9"3'-9"6'-6"3'-9"14'-0"STORAGE104I.T.105ELEC.108TRASH106MEN103UTILITYCHASE107WOMEN1026'-0"4'-8"6'-0"4'-0"2'-0"3'-4" 4'-0"1'-4"3'-4"1'-4"4'-0"4'-0"10'-8"8'-0"8'-0"8"8"6'-8"2'-8"6'-0"3'-4"6'-0" 4'-0" 5'-4"6'-11 5/8"4'-0"9'-4" 3'-4"8" 8"6'-0" 4'-0" 6'-8" 4'-8"8"3'-4"14'-0"26'-8"10'-0"104105106108101C101A101B102107A103FD6'-0"6'-0"101D22.0122.02CONCESSIONS101VESTIBULE109OPENBELOW3'-0"8'-11 1/2"14'-0"9'-4"5'-5"26°11°15°CLRADIUSA5.26587A5.21234FE101E22.2722.2613'-4"22'-0"CL22.29TYP.1'-0"1'-0"2'-0"3'-4"2'-7"7'-9"3'-8"6"7A9.51342.036"6"3'-0"3'-0"22.30WH345222.2022.3222.325B22.0422.0522.0622.1522.0922.0722.251'-10"22.1622.31TYP.TYP.TYP.722.1022.1022.035C22.0322.0622.1522.0522.0522.0922.251'-10"22.1022.1022.1322.1622.1622.31TYP.TYP.TYP.22.0822.087KEYNOTE LEGEND22.01 REFRIGERATOR/FREEZER - REACH-IN SOLID SWING DOORDUAL TEMPERATURE. TRUE FOOD SERVICE EQUIPMENT,INC. MODEL #T-49DT. N.I.C.22.02 DROP-IN HAND SINK AND FAUCET, S.P.D.22.03 BABY CHANGING STATION. KOALA KB110-SSRE,HORIZONTAL RECESSED MOUNTED WITH STAINLESSSTEEL FINISH.22.04 ADA URINAL, S.P.D.22.05 ADA WALL-MOUNTED TOILET, S.P.D.22.06 ADA LAVATORY, S.P.D. INSULATE/COVER HOT WATER ANDDRAIN PIPES PER CBC 11B-606.22.07 TOILET SEAT-COVER AND TOILET TISSUE DISPENSER,RECESSED - BOBRICK B-3474 CLASSIC SERIES.22.08 TOILET SEAT-COVER DISPENSER, SANITARY NAPKINDISPOSAL, AND TOILET TISSUE DISPENSER, RECESSED -BOBRICK B-3574 CLASSIC SERIES.22.09 GRAB BARS - BOBRICK B6861 & AS REQUIRED BY ADA.22.10 HAND DRYER - TRIMDRY ADA SURFACE-MOUNTED -BOBRICK B-7128.22.13 SANITARY NAPKIN/TAMPON VENDOR, RECESSED -BOBRICK B-3706 25 CLASSIC SERIES.22.15 SOAP DISPENSER, SURFACE-MOUNTED - BOBRICK B-4112CONTURA SERIES.22.16 STAINLESS STEEL CLOTHES HOOK - BOBRICK B-23322.20 IT CABINET - CUBE-IT PLUS CABINET SYSTEM.22.25 BENCH SEAT, +16" HIGH A.F.F. SEE DETAIL 5/A9.522.26 BROOM HOOK - BOBRICK B-223x2422.27 MOP SINK, S.P.D.22.29 METRO SHELF - N456BBR (21"X48") N.I.C.22.30 FUTURE PORTABLE AIR CONDITIONER - EDGESTARAP8000W. BASICS-OF-DESIGN PORTABLE AIRCONDITIONER NOT IN CONTRACT--TO BE PROVIDED ANDINSTALLED BY OWNER.22.31 BOBRICK 18"x36" GLASS MIRROR, B-290 SERIES22.32 CARD READER SYSTEM CONTROLLER/POWER SUPPLY42.03 WALL-MOUNTED SHELF - ADVANCE TABCO, MS-18-24020 1/8" = 1'-0" 1FLOOR PLANR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/19/161/25/2017 9:38:46 AMJS DELTA 110/31/16A2.1GROUND FLOOR PLAN FOR:020 1/4" = 1'-0" 2MEN'S ENLARGED RESTROOM PLAN020 1/4" = 1'-0" 3WOMEN'S ENLARGED RESTROOM PLANNORTHTOTAL ACTUAL BUILDING AREA: 2,458 SFBUILDING: 967 SFCANOPY: 1491 SF22117 I I I ~-I . I I I -I 1-----"-----'-'----'----l 10 II I ~ -____ J I \ ~ - -J ~1 / ~ 1 ~,, ·~~ I \ I I \ I \ I '-/ 9 O-·~~+---+-==-.__~/ ~J_ 0 I SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm 1dtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 I " '-._ '-._ I I I I 00 I I ----.. "' I I I I I I I I /', I ' I ' I I I I I I I AHLIN rou I I '. ; I ---------. --------' ' --" " I I, ' I , , I, , . --9 ~--/ ' I ' I \ I I I \ I I ,-\7 ,--7 J I I '1 I I/ I I 11--,,1 I I r--~ I I r--~ I W-----,-,,"kc-~-l I _J µ_-lJ---lJ I ..._.__,_, I ~~F-~_Jlli..l:::!,:::LJ•"T"" rt-.;;:.--"_ 7-+ w_ '-_ 2-_f_ u.._ u_ -_ :..._ :4;:_ -'-_J.;:.L .J_ )( ,. ., I, ' ' ' I, I ~ . ~ ct-+-+ - --, 'I I -----" J I 0 I, , . V ,v I. -, 9 f ' ,. l . ' [ J -'1) IQ I " ' I 'I; , , I ' I; . I, , I, , ,. '. , , ' " 0 " ' " " ---'"--I, . 9 _I 1--1 □ 0 CJ + E3=±=========i===iE=E=3=~ PD=='--'======~□==:! REFLECTED CEILING NOTES•ALL EXTERIOR SOFFITS SHALL BE CP-1, U.O.N.•FOR FURTHER INFORMATION REGARDING CEILINGFIXTURES TYPES, S.E.D.. LOCATIONS ARE GOVERNED BYTHIS DRAWING/ DOCUMENTS.•COORDINATE ALL FRAMING AT RECESSED FIXTURELOCATIONS TO ACCOMMODATE FIXTURE. LAYOUT FIXTUREPRIOR TO FRAMING.•ALL CEILING HEIGHTS TO BTM. OF FRAMING FROM T.O.C.(U.O.N.)•ALL EXTERIOR SOFFIT HEIGHTS SHALL BE TO BTM. OFFRAMING, FROM T.O.C. (U.O.N.).•FOR CEILING DIFFUSERS, REGISTERS, AND VENTS TYPES,S.M.D.. LOCATIONS ARE GOVERNED BY THIS DRAWING /DOCUMENTS.•ALL DIMENSIONS TO F.O.S., U.O.N.•SEE WALL SECTIONS FOR HEIGHTS NOT SHOWN•GYP-1 CEILING TO BE 1 LAYER 5/8" OF EXTERIOR GYPSUMCEILING BOARD OVER RESILIENT CHANNELS.REFLECTED CEILING SYMBOLSALIGNINTERIOR FINISH MATERIAL, SEE A7.2LIGHT FIXTURES (S.E.D.)MECH. EXHAUSTCEMENT PLASTER3A6.1234561BAC2A6.11A6.1FD10'-0"A.F.F.A.F.F.+11'-0"+8'-0"A.F.F.A.F.F.TYP.3:123:123:12CONCESSIONS101STORAGE104I.T.105TRASH106MEN103UTILITYCHASE107WOMEN102ELEC.108NO CEILINGNO CLG.GYP-1CP-1CP-1CP-1CP-1WD-1VESTIBULE109EXHAUST,S.M.D.EXHAUST,S.M.D.41.02EXHAUST,S.M.D.2'-6" TYP.TYP.1'-6"EQ. 1EQ. 1EQ. 1EQ. 1EQ. 1EQ. 1EQ. 1EQ. 1EQ. 2EQ. 2EQ. 2EQ. 2EQ. 2EQ. 2EQ. 2EQ. 22'-6" TYP.A.F.F.GYP-1+8'-0"+11'-0"+10'-0"A.F.F.2'-6"41.02TYP.1.5:121.5:121.5:128'-8"8'-0"8'-8"EQEQ1'-6"1'-6"EQEQ7'-2"9'-0"4'-6"EQEQEQEQ14A9.2TYP.13A9.2TYP.EQEQCP-1CP-1C.J.C.J.+/-+/-+/-7C.J.KEYNOTE LEGEND41.02 SOLATUBE, SOLAMASTER 330 DS. SEE DETAIL 15/A9.2020 1/8" = 1'-0" 1REFLECTED CEILING PLANR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:42:05 AMA3.1REFLECTED CEILING PLAN FOR:NORTH23SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!,-E • WIIH ENVll{0NMEl\'l-:-A,xSPER,,sS_ION IN DESIGN L N.IIIVITY 1111 Sixth A"·enue, Suite 500 San Diego CA :reph~~e {d6'd9} ~36-1462 facsimile {6;g} 2;;:;;92 ww.su1m1 t es1gn.com Lie. C,tr, 2138, NV 219, AZ 34139 I I I I .• . -· . ',•, . . . -, -.. ···.·~·-'.-; ":-·> ;.-. ""-,r,,___. '1'-:.: -. . . . . ~ ~· I I I I I I I I AHLIN rou I 0 I y y 9 I I I J [ J [ J 0-' I I I ' _J ROOF PLAN SYMBOLSFOR FINISH MATERIALS, SEE A7.2SOLATUBEMECHANICAL EXHAUST, S.M.D.ROOF PLAN NOTESAT RF-1 - SEE DETAILS AND•ALL ROOF HEIGHTS ARE MEASURED FROM THE MAIN T.O.C.OR T.O.S.F. AT DATUM +0'-0" U.O.N.•FOR ROOF PENETRATIONS SEE:•FOR TYPICAL ROOF CURB SEE DETAIL•ALL RF-1 ROOFS SHALL BE PITCHED 3:12•ALL RF-2 ROOFS SHALL BE PITCHED 1/2:12•ALL LOW-SLOPE ROOFS SHALL SLOPE 1/2"/1'-0" MIN. ANDALL CRICKETS SHALL SLOPE 1/4"/1'-0" MIN. VERIFY WITHROOFING MANUFACTURER PRIOR TO ROOF FRAMING TOCONFIRM COMPLIANCE WITH PRODUCT ANDMANUFACTURER'S WARRANTY.•FOR TYPICAL SINGLE PLY ROOFING OUTSIDE CORNERLAP JOINT AND TERMINATION BAR SEE DETAILS 13, 14 &15/A9.1•VENT ROOFING AT DBL. FRAMED AREAS INTO ATTICSPACE BELOW, PROVIDE 6 SQ. IN. (MIN.) / 100 SQ. FT.(U.O.N.).•PROVIDE PLYWOOD CLIPS AT ALL UNSUPPORTED EDGESOF ROOF SHEATHING (MIN.) S.S.D. FOR ADDITIONALBLOCKING REQUIREMENTS.•LOCATE VENTS, FLUES AND STACKS ON THE BACKSIDEOF RIDGE OR IN BUILT- UP (FLAT ROOFS) U.O.N..•PROVIDE CLEANOUTS AT GRADE FOR ALL EXTERIORDOWN SPOUTS.•ALL OVERHANGS AT RF-1 ARE:0'-6" AT RAKES1'-0" AT EAVES/8A9.1/9A9.1/15A9.23A6.1234561BAC2A6.11A6.13:123:123:12FDRF-2RF-2RF-2RF-1RF-1RF-110A9.12A9.11A9.13A9.10.5:120.5:120.5:12TYP.HIGHROOF11A9.1LOWROOF12A9.11A9.1RIDGET.O. PLATE9'-0" A.F.F.T.O. PLATE10'-0" A.F.F.T.O. PLATE14'-6" A.F.F.TYP.TYP.715A9.2TYP.A5.211020 1/8" = 1'-0" 1ROOF PLANR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:42:09 AMA4.1ROOF PLAN FOR:NORTH24I y y 9 I ~ I I I I I I I I I 9 ' I I I 9 I ~ I I ' I I I ' I ' I ' I I ' I I I ' ' I ~ ' I ----0 I ' . I ' ' I ~ ' ' Q --l .l I .r: £• I ' 1.L I -[Q] J ' ·, I ~ J "' ~ ~ +-~ e--~ 2j: ·-......· /II 'B \ _) I lSd I"""""\ [§J ' _, -tt --c ~ .11~~ _c, J ' J ----~.: ~-~ "' ),., I /1 -P . ~ -_._ \ _,I .; ~ ( ~ .l I •?:!!/ '-.__,,I i . ' J _, .l J r~ lQ ,-----~ ~ .Y I .,) ~ ftttt -I ' + ~ ----0 ; + I e--.:. . ' 11+-f --~ I I _I I _li__j J I I L_ I . I I ~ I ( . 7 I ~ , ----0 LI. J I l r I I ~ I I -8J ! --I I I I I I I I I i D D I ·1 j I L,~ IGN GROUP, INC. ,r6 ~ SCHMIDT DES PR"SS_ION IN DESIGN DAHLIN STl,-EX t -BALANCING ARTIEl\'l-:-AL $EN$111VllY * WIIH ENVll{QNM . oo San Diego, CA 92101 [\ r 1111 Sixth A"·enue, Suite 5 facsimile {619} 236-8792 _grou..1:: tetephone {619} 236-1462 "'~ . WWoN.schm idtdesign.com .. Lie. C,tr, 2138, NV 219, AZ 34139 J J I ELEVATION GENERAL NOTES•FOR EXTERIOR FINISH MATERIALS LIST SEE SHEET A7.2•ALL EXTERIOR SOFFITS TO BEU.O.N.•ALL GUTTER AND DOWNSPOUTS TO BEU.O.N.•FOR FINISHES RELATED TO HARDSCAPE AND SITEACCESSORIES S.L.D. AND S.C.D.•FOR FINISHES RELATED TO FIXTURES S.M.D., S.P.D. ANDS.E.D.•FOR FIREPLACE, CHIMNEY SHROUD, AND CONCRETETABLES, SEE A2.1, A5.2, AND TECHNICAL SPECIFICATIONS.•FOR SCORELINES OF SKATEBOARD DETERRENT DESIGNAT CONCRETE SEE•FOR ALL DOORS SEE FLOOR PLAN AND SHEET A7.1.•FOR ALL T.O.R., T.O.W. AND T.O.P. HEIGHTS SEE ROOFPLAN•FOR TYPICAL WALL PENETRATION SEE DETAIL 7 & 10/A9.2•FOR TYPICAL PLASTER EXPANSION JOINTS SEE 5/A9.2 ANDTECHNICAL SPECIFICATIONS. CENTER AT OPENINGS ANDALIGN WITH ARCHITECTURAL FRAMING.•FOR TYPICAL EXTERIOR PLASTER CORNER SEE 8/A9.2 ANDTECHNICAL SPECIFICATIONS.•ALL MECHANICAL VENT/LOUVERS ARE TO BE FLAME ANDEMBER RESISTANT.CP-1PNT-2/11A9.4T.O. F.F.0"T.O. PLATE 19'-0"4561A6.1T.O. PLATE 210'-0"7'-2"41.0241.06CP-1CMU-1TYP.TYP.CP-1CMU-341.04RF-2CONCRETE TABLECONCRETE HEARTH1A9.41A9.310A9.12A9.1TYP.1A9.24A9.111A9.17A9.510A9.58A9.5+/- 18'-9 1/2"TYP.12A9.1TYP.41.0141.0641.0741.07PNT-2PNT-2PNT-2B.O. CANOPY ROOFCONC-1TYP.76741.11T.O. F.F.0"3A6.1BAC2A6.1T.O. PLATE 210'-0"T.O. PLATE 314'-6"41.0141.068'-0"CP-1CP-1RF-1CMU-1TYP.TYP.41.0441.07CONCRETE TABLECONCRETEHEARTHRF-21A9.43A9.110A9.11A9.11A9.27A9.58A9.5PNT-2PNT-2CONC-1TYP.T.O. F.F.0"T.O. PLATE 19'-0"3A6.1BAC2A6.1T.O. PLATE 210'-0"T.O. PLATE 210'-0"41.027'-2"CMU-1TYP.CP-1CMU-3TYP.41.06RF-1CONCRETE TABLE BEYOND3A9.15A9.11A9.11A9.35A9.12A9.3TYP.41.08B.O.CANOPY ROOFT.O. F.F.0"4561A6.1T.O. PLATE 210'-0"241.0241.027'-2"8'-0"34510'-0"10'-4"CMU-1TYP.CP-1TYP.CMU-341.04CONCRETE HEARTHCONCRETE TABLERF-2CP-110A9.11A9.21A9.31A9.411A9.12A9.18A9.23A9.36A9.312A9.141.0641.0741.0715'-0"T.O. CMUPNT-2PNT-2PNT-2CONC-17PNT-2TYP.KEYNOTE LEGEND41.01 ROLL-UP DOOR - STAINLESS STEEL. SEE TECHNICALSPECIFICATIONS.41.02 SOLATUBE, SOLAMASTER 330 DS. SEE DETAIL 15/A9.241.04 OUTDOOR FIREPLACE – MONTIGO C620ST, SEE-THRUFIREPLACE WITH PASSIVE COOL PACK GLASS, SIDEINTAKE & UPDRAFT POWER VENT, 8 INCH TALL FLAME,CONCEALED BURNER AND SPECKLED STONE FIRESTONEMEDIA. ALIGN FIREPLACE & FIREPLACE DOORS WITH CMUCOURSE WORK HORIZONTALLY & VERTICALLY41.06 STAINLESS STEEL METAL COUNTER, +2'-10" A.F.F.41.07 6X12 HSS COLUMN, S.S.D.41.08 EXHAUST VENT, SEE DETAIL 15/A9.2, AND S.M.D.41.11 PAINTED GSM LOUVER FOR EXHAUST FOR FUTUREPORTABLE AIR CONDITIONER - SEE SCHEDULE.020 1/8" = 1'-0" 1NORTH ELEVATION020 1/8" = 1'-0" 2WEST ELEVATIONR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:42:15 AMA5.1EXTERIOR ELEVATIONS FOR:020 1/8" = 1'-0" 3EAST ELEVATION020 1/8" = 1'-0" 4SOUTH ELEVATION25---------,,----s? ~9 I ' ~< ···-'-.'_',-,s.":,. -'a·-·; _E ;-.·-~=} f,c:··~:: .. _,;".~~:c';\:;,~.;•.? -~_-c., ·._ ;;; _;;)r;.J,,.J:{s;::~"--<?::.·"-=,."":-,':-,.:::-:..c$;."{_•-.. ]£12] I ' L ( ) ' I --' -' I ' I I ' _g;;J_ --' ~~ _( --. ( ~ -' ' ' ' ( ' '·--·_ -,, -' J . I' i .71 I-. ' ' . ~! ) ~ _J SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 wWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 . ' I ' l ' _,, '' ' -, ' JC_-=, I Trrrp:~ SI; iTfl le'"' \ ··TTi "Tr-·-·;_ ' L..:: I I -1 ' I ' I ,_' -~I'll 2c Ee I . , . I -rt= J l r ,--CJ I? -) AHLIN 0 ) ( I J " _L I 0 C ~ ~ _j c,-------c---~~~~) ~ I ~ --e 0 ~--+----t--t--~~o D ~===----'========~====i ELEVATION GENERAL NOTES•FOR EXTERIOR FINISH MATERIALS LIST SEE SHEET A7.2•ALL EXTERIOR SOFFITS TO BEU.O.N.•ALL GUTTER AND DOWNSPOUTS TO BEU.O.N.•FOR FINISHES RELATED TO HARDSCAPE AND SITEACCESSORIES S.L.D. AND S.C.D.•FOR FINISHES RELATED TO FIXTURES S.M.D., S.P.D. ANDS.E.D.•FOR FIREPLACE, CHIMNEY SHROUD, AND CONCRETETABLES, SEE A2.1, A5.2, AND TECHNICAL SPECIFICATIONS.•FOR SCORELINES OF SKATEBOARD DETERRENT DESIGNAT CONCRETE SEE•FOR ALL DOORS SEE FLOOR PLAN AND SHEET A7.1.•FOR ALL T.O.R., T.O.W. AND T.O.P. HEIGHTS SEE ROOFPLAN•FOR TYPICAL WALL PENETRATION SEE DETAIL 7 & 10/A9.2•FOR TYPICAL PLASTER EXPANSION JOINTS SEE 5/A9.2 ANDTECHNICAL SPECIFICATIONS. CENTER AT OPENINGS ANDALIGN WITH ARCHITECTURAL FRAMING.•FOR TYPICAL EXTERIOR PLASTER CORNER SEE 8/A9.2 ANDTECHNICAL SPECIFICATIONS.•ALL MECHANICAL VENT/LOUVERS ARE TO BE FLAME ANDEMBER RESISTANT.CP-1PNT-2/11A9.4A5.26587A5.21234A9.513T.O. F.F.0"T.O. PLATE 210'-0"CMU-1CONC-141.071'-6"6"3'-0"6"1'-6"4"1'-2"2'-10"B.O.CANOPY ROOFPNT-2T.O. F.F.0"3CMU-1CONC-141.074'-4"5'-8"2'-0"2'-0"14'-0"PNT-2T.O. F.F.0"CONC-11'-6"6"3'-0"6"1'-6"4"1'-2"2'-10"A9.213TYP.PNT-2T.O. F.F.0"34'-4"5'-8"2'-0"2'-0"41.07CONC-1CMU-14"2'-6"2'-10"14'-0"PNT-2T.O. F.F.0"T.O. PLATE 210'-0"CMU-141.041'-8"4"1'-2"1'-6"1'-0"6'-6"1'-0"1'-6"6"1'-3"14'-0"CANTILEVERED HEARTHTYP.PNT-2PNT-2B.O. CANOPY ROOFCONC-1TYP.8"1'-6"3'-6"1'-6"T.O. F.F.0"2CMU-14'-8"2'-8"1'-6"13'-4"1'-8"HEARTHCANTILEVERED HEARTHCONC-1T.O. F.F.0"CMU-141.042'-9"8'-6"2'-9"14'-0"1'-8"HEARTHPNT-2PNT-2CONC-1A9.513TYP.T.O. F.F.0"2CMU-113'-4"1'-8"HEARTHCANTILEVERED HEARTHCONC-1FIREPLACE - ENLARGED ELEVATIONFIREPLACE - DOORS CLOSEDFIREPLACE - DOORS OPEN2FDPOWER VENT MOTORCOOLING PIPES TO BE IN-LINEWITH LONG DIM. OF CHIMNEYPOWER VENTDECORATIVE CHIMNEY SCREENR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:42:23 AMA5.2FIREPLACE AND TABLE ELEVATIONS FOR:KEYNOTE LEGEND41.04 OUTDOOR FIREPLACE – MONTIGO C620ST, SEE-THRUFIREPLACE WITH PASSIVE COOL PACK GLASS, SIDEINTAKE & UPDRAFT POWER VENT, 8 INCH TALL FLAME,CONCEALED BURNER AND SPECKLED STONE FIRESTONEMEDIA. ALIGN FIREPLACE & FIREPLACE DOORS WITH CMUCOURSE WORK HORIZONTALLY & VERTICALLY41.07 6X12 HSS COLUMN, S.S.D.ELEVATION KEY PLAN 1/4" = 1'-0"5TABLE - FIREPLACE SIDE 1/4" = 1'-0"8TABLE - INWARD FACING SIDE 1/4" = 1'-0"7TABLE - CONCESSIONS SIDE 1/4" = 1'-0"6TABLE - OUTWARD FACING SIDE 1/4" = 1'-0"1FIREPLACE - WEST ELEVATION 1/4" = 1'-0"4FIREPLACE - NORTH ELEVATION 1/4" = 1'-0"3FIREPLACE - EAST ELEVATION 1/4" = 1'-0"2FIREPLACE - SOUTH ELEVATIONNOTE: ALL COORDINATION ASSOCIATED WITHFIREPLACE, CHIMNEY, HEARTH, ROOF CANOPY ANDROOF CANOPY STRUCTURE AT FIREPLACE TO BEREVIEWED AND APPROVED BY ARCHITECT PRIOR TO ANYMATERIALS BEING PURCHASED OR WORK BEINGPERFORMED AT THE FIREPLACE.26 1/4" = 1'-0"11FIREPLACE - ENLARGED CHIMNEY ROOF PLAN-() --) I ) ( ) ----·-' . " ' ' ' ,_. ' ,, I, I, ,, , ,, ,, ,, , ,, ,, , , ~ ' I I ' I ' ) ' ' ) ' ', \ ,-, . '.-'___:...-' . ,-, ' I II , ,, ,, ,, L:.. 01---------SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 L. of--------~~~K ~~ ' I I ' ' ' ' ' ' ' ' ) ' ' ' ' ' ) ' ~ ,r"\ ' ~ 0 -' ~ .__,; A 11 7 £ ' • LI J ~ ' 1( 1 ' ~_.....,-_ -· " ,-~ ' . . " ' .. --' of----------AHLIN Q ( \. -( ; ( ) ( rr ·• " .-. -. ' " -· . , I, I, I, , , ~ ,, ,, , , , , , 0-----I ~ :J w, ' ' I I ' ' ' I , I I ' ' ' ' ' ) ' ' ' ' ' ) -; -' I I I ' . --\ I ' I ' ' ' ' -\ I \ 0----i-----·O of--------,, , , , ' ~~~~~~ ,/7 ' ' I ' ' .'i},h.'b'Y\t-";y, }·,_;;.,r: c : '"';ictf i/\':\?,c:· -' ' ' ' ' ' -~ 0 A i l ;/' ' 1( L J ' ,, ~ . ' ' ·• -; '.-'.";.' --' ' r ' ' 'k-'" ' ,~ ' -l; ,. , , , , , , , ~ , ,. , " " " " , 01------------D 6 6 0----I -~J -~ _,-:_,~ .. -. ' '·-, ' -~ '. -'. -·_ : -, .. ' . ',-_ ', ,:j I . . . I BLDG. SECTION NOTES•ALL INTERIOR WALLS TO HAVE SOUND BATTS.•REFER TO STRUCTURAL DRAWINGS FOR TRUSSLOCATIONS AND FURTHER INFORMATION•FRAMING ON BUILDING SECTIONS AND WALL SECTIONSARE FOR GRAPHIC REPRESENTATION ONLY.•STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE INMATTERS OF FRAMING MEMBER SIZES,CONFIGURATION AND CONNECTIONS, AS WELL ASCONCRETE SLABS, WALLS, AND FOUNDATIONS.•CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATION BETWEEN ARCHITECTURAL ANDSTRUCTURAL WALLS.•NO EXTRA COST WILL BE PAID FOR THECONTRACTOR'S FAILURE TO COORDINATE WORK WITHSTRUCTURAL ENGINEERING DRAWINGS AND OTHERCONSULTANTS WORK.•REFER TO MECHANICAL DRAWINGS FOR RETURN ANDSUPPLY REGISTER LOCATIONS.•REFER TO MECHANICAL DRAWINGS FOR LOCATION OFHVAC UNITS, DUCTS, EXHAUST FANS, ETC. (EQUIPMENTSHOWN ON WALL AND BUILDING SECTIONS ARE FORGRAPHIC REFERENCE ONLY).•REFER TO ELECTRICAL DRAWINGS FOR LOCATION OFALL LIGHTING FIXTURES.•VERIFY ALL LOCATIONS OF STACK PIPES, EXHAUST FANPIPES, ETC. WITH MECHANICAL AND ELECTRICALDRAWINGS AND TECHNICAL SPECIFICATIONS.•FRAMING CONTRACTOR TO SUPPLY AND INSTALLBACKING AT ALL MOLDING AND CAST CONCRETE (WHENNEEDED) AND ALL WALL MOUNTED CABINETS,ACCESSORIES, ETC. AND COORDINATE WITH SUPPLIESFOR BACKING REQUIREMENTS.•SEE ROOF PLAN FOR ALL ROOF OVERHANGDIMENSIONS, RAIN WATER LEADER AND DOWNSPOUTLOCATIONS.•PROVIDE BLOCKING AS REQUIRED BY CODE.T.O. F.F.0"456T.O. PLATE 210'-0"T.O. PLATE 314'-6"MEN103CONCESSIONS101CMU-1CMU-322.0522.0422.0622.06GATE22.2541.0222.15EXHAUST, S.M.DDOOR TO EXTERIOR41.0141.06CP-1 CEILINGFREEZER/FRIDGE4A9.2A9.151A9.2TYP.3A9.2A9.547TYP.A9.215R-19 INSULATION@ ROOFT.O. F.F.0"T.O. PLATE 19'-0"456T.O. PLATE 314'-6"STORAGE104ELEC.108TRASH106CONCESSIONS101CMU-3CMU-441.0241.0141.0651.044" RAISED SLABGYP.CLG.CP-1CLG.DOOR TO EXTERIORGATEA9.154A9.25A9.31A9.3TYP.8A9.56A9.23A9.2A9.547R-19 INSULATION@ ROOFT.O. F.F.0"BACWOMEN102UTILITYCHASE107MEN103STORAGE10441.0241.0241.0241.0622.0622.0322.2722.2622.1522.15DOOR TO CONCESSIONS51.0351.0451.04GYP. CEILINGMETRO SHELVINGCANOPY ROOF5A9.13A9.1A9.21TYP.10A9.12A9.18A9.22A9.3TYP.41.08T.O. PLATE 210'-0"41.04CONCRETE HEARTHA9.511B.O. CANOPY ROOF3CONCRETE TABLEHSS COLUMN, S.S.D.KEYNOTE LEGEND22.03 BABY CHANGING STATION. KOALA KB110-SSRE,HORIZONTAL RECESSED MOUNTED WITH STAINLESSSTEEL FINISH.22.04 ADA URINAL, S.P.D.22.05 ADA WALL-MOUNTED TOILET, S.P.D.22.06 ADA LAVATORY, S.P.D. INSULATE/COVER HOT WATER ANDDRAIN PIPES PER CBC 11B-606.22.15 SOAP DISPENSER, SURFACE-MOUNTED - BOBRICK B-4112CONTURA SERIES.22.25 BENCH SEAT, +16" HIGH A.F.F. SEE DETAIL 5/A9.522.26 BROOM HOOK - BOBRICK B-223x2422.27 MOP SINK, S.P.D.41.01 ROLL-UP DOOR - STAINLESS STEEL. SEE TECHNICALSPECIFICATIONS.41.02 SOLATUBE, SOLAMASTER 330 DS. SEE DETAIL 15/A9.241.04 OUTDOOR FIREPLACE – MONTIGO C620ST, SEE-THRUFIREPLACE WITH PASSIVE COOL PACK GLASS, SIDEINTAKE & UPDRAFT POWER VENT, 8 INCH TALL FLAME,CONCEALED BURNER AND SPECKLED STONE FIRESTONEMEDIA. ALIGN FIREPLACE & FIREPLACE DOORS WITH CMUCOURSE WORK HORIZONTALLY & VERTICALLY41.06 STAINLESS STEEL METAL COUNTER, +2'-10" A.F.F.41.08 EXHAUST VENT, SEE DETAIL 15/A9.2, AND S.M.D.51.03 ATTIC ACCESS51.04 10X12 ATTIC VENTILATION020 1/4" = 1'-0" 3SECTION 3020 1/4" = 1'-0" 2SECTION 2020 1/4" = 1'-0" 1SECTION 1R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:42:29 AMA6.1BUILDING SECTIONS FOR:27~ Q ' I l ~ l J r· r-, L J 8 • L -~ , / / v' ,~ I" ~ ..... ~ ~ ..... ' -I 0 0 8 rr·--Hl • 1B • l r:= 1-1-LL L ( ~r----.,1 , ....... ~ y_il SCHMIDT DESIGN GROUP, INC. µ_ f.-1-f.-1-µ_ r ' ' ' ' • ' ' ' ' ' ' ' • ' BALANCING ARTIST!(: EXPRtSS_ION_IN DESIGN WIIH ENVll{QNMEl\'lAL $EN$111VllY 1111 Sixth A"·enue, Suite 500, Sa_n ~iego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 i -I J or~ ' I ' I I .; ' .. . . . I J.'· j 1 ' I I l II r-I _[_ ,--= ~ ' ~ / ~;:::: / / ' ' / ' '~ / ' '~ / ' ' / ' / -a:--= f-':-<Se ' 'i'-; r ' i= ' ' = -' '~ ' -' i= ' I -60 ( .J .)<-,.J CJ \ I ' ' I I -I 9 I . ' ... . . I . ' . .. . •. .• .. .· .. ' . .. .. ·.• ,_ ,' . .. .. .. •. .·. . ' . ' .. .. ' ', . • .. •. , .. r<--fl .. . . . . .. . ',. .. . . . .. fl ~ µ . I . )-" -7 i L W l _l L J ~ i -1. -' ~ ' ' . ' ' ~ . i ''' ..... ~ ..... ' ' i '-: I u~ / / ' / ~ / 1✓ / ~ / t:;; ,. ' i / I / / I j 8 CYC) I ' .. . • I ....L..,i·' .·.' - • - • -' . . _J AHLIN y I ~ .. ... .. \J . • .. . ' ,. ', ~ .•. ' ' \J · .. I . I I ' ' I l--=:-i f-1--~ I \__/ ~ ~ L_ :::r:;;; -p-~ f-l---c-) 1-1-r= r= ~ I I L ·1 ,r-0 c"-fl--~ C _J \ i _, )t: --CJ I 9 ------e ' ; I ' I LJ y I ,r\ 9 I ' ,J ' \.../ ~ ,-1 ' ' L...L'l i ,...! r'\ }' l~~L i-1 1 !--~ : I ' I ' I JC L 1 ) L J n •/ ,-lf-r-- -.-:· I _ _: ' D!D [ 11!1 ' ' A-' ' L_ 0 01 ~ r"'\ e e Yy'7/ ' ' I ~::;n ! . I CJ ' I . I ' I ' " ' I I I ' i -J,.. i ' I -' ' --I t -' ~ -I -' • ~ I ' ' ~ ' I L I .J ' I ' r ' I _l I ~ : ' t2 ., \ J \ ) ' J ' ' ' I I f-' ' ' ' I r _l i--rt-~ ~ ' I-i ' ' J ' 1/ ~ i ' ' ' i= f--1-' ± ' r E .Et L~6 _ct i= i !il ' i i= ~ ' ' ~ I-' ' ' r i -I-n LA o '71 1S7 i I i ~ '71 1" /!'I'\ -' F ..J i , --' :z 0L ' !l[l ~ " i= ' ' 2::-6 L' / j I L ' I ly\ \J\J I -I I I I I -0 ::,,o ' 1 __Q -~ ~ ~ DOOR SCHEDULE NOTES•PROVIDE SILENCERS IN ALL FRAMES WHICH DO NOT HAVEWEATHERSTRIPPING•ALL DOOR HARDWARE, OPERATORS, AND MOUNTINGHEIGHTS SHALL BE ADA AND CBC COMPLIANT.•ALL CLOSERS AND OVERHEAD STOPS ARE TO BEMOUNTED ON THE NON-PUBLIC SIDE OF INTERIORDOORS.•ALL EXIT DOORS SHALL BE OPERABLE FROM THE EGRESSSIDE WITHOUT A KEY OR SPECIAL KNOWLEDGE OREFFORT PER CBC 1008.1.9.•FOR ADDITIONAL DOOR AND HARDWARE REQUIREMENTS,REFER TO AND ANDDETAILS ON CA3.2•ALL DOORS REQUIRED TO BE ACCESSIBLE SHALL BEEQUIPPED WITH HANDLES, PULLS, LATCHES, LOCKS ANDOTHER OPERATING DEVICES THAT DO NOT REQUIRETIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THEWRIST TO OPERATE. SEE CBC 1008.1.9.1 HARDWARE.•DOOR HANDLE PULLS, LATCHES, LOCKS, AND OTHEROPERATING DEVICES ON DOORS REQUIRED TO BEACCESSIBLE SHALL BE INSTALLED 34" MINIMUM AND 48"MAXIMUM ABOVE THE FINISHED FLOOR. LOCKS USEDONLY FOR SECURITY PURPOSES AND NOT USED FORNORMAL OPERATION ARE PERMITTED AT ANY MOUNTINGHEIGHT ABOVE THE FINISHED FLOOR. SEE CBC 1008.1.9.2HARDWARE HEIGHT.•PROVIDE DOOR THRESHOLDS AND CONCEALED DOORBOTTOMS AT ALL EXTERIOR DOORS.•FOR DOOR HARDWARE SEE TECHNICAL SPECIFICATIONS./SECT. 22CA3.5/SECT. 23CA3.5MATERIALSAL.ALUMINUMAL.K.D.ALUMINUM KNOCK-DOWNAL.S.F.ALUMINUM STOREFRONTH.M.HOLLOW METALI.G.INSULATED GLASSK.N.C.K.N. CROWDER (MFR.)O.H.C.D.OVERHEAD COILING DOORS.S.STAINLESS STEELT or T.G.TEMPERED GLASSWD.WOOD (SOLID CORE)FINISHESF.F.FACTORY FINISHP.L.PLASTIC LAMINATEPNT.PAINT FINISHPAT.PATINA FINISHS.S.STAINLESS STEELS.G.STAIN GRADE WOODACCESSORIESKPFACTORY KICK PLATELITEVISION LITEMSMANUFACTURER SUPPLIEDDOOR SCHED. ABBREVIATIONSWINDOW SCHEDULE NOTES•INSTALLER SHALL COORDINATE ALL REQUIRED ROUGHOPENING DIMENSIONS WITH FRAMING CONTRACTORPRIOR TO START OF BUILDING FRAMING. INDICATE ALLREQUIREMENTS ON SHOP DRAWINGS.A.L.S.F.ALUMINUM STOREFRONTBRBURLGLARY RESISTANT GLAZING PER UL 972DOORDOOR OPENING, SEE A7.1EGEGRESS WINDOWFXFIXEDTTEMPERED GLASSWIWROUGHT IRONWINDOW SCHEDULEABBREVIATIONS1"DOOR SCHEDULEDOORNUMBERROOMNUMBERTYPE WIDTH HEIGHT THICKNESS MATERIAL FINISHFRAMEMATERIALFRAMEFINISHFIRERATINGHARDWAREGROUPCOMMENTS101A 101 B 3'-0" 7'-10" 1 3/4" HM WITHLOUVERSPNT-2 HM PNT-2 No 2101B 107 B 3'-0" 7'-2" 1 3/4" HM PNT-2 HM PNT-2 No 4101C 101 B 3'-0" 7'-2" 1 3/4" HM PNT-2 HM PNT-2 No 4101D 101 E 8'-0" 5'-0" STAINLESS STL. No MFR.101E 101 E 3'-4" 5'-0" STAINLESS STL. MFR.102 102 D 3'-4" 7'-0" 1 1/2" AV - BROWNMETALPNT-2 AV - BROWNMETALPNT-2 No G-01 GATE, GATE FRAMES TO BE HELD 1" ABOVE FIN. FLR.103 103 D 3'-4" 7'-0" 1 1/2" AV - BROWNMETALPNT-2 TUBE STEEL PNT-2 No G-01 GATE, GATE FRAMES TO BE HELD 1" ABOVE FIN. FLR.104 104 B 3'-0" 7'-10" 1 3/4" HM WITHLOUVERSPNT-2 HM PNT-2 No 3105 105 C 5'-0" 7'-10" 1 3/4" HM PNT-2 HM PNT-2 No 6106 106 D 4'-0" 7'-0" 1 1/2" TUBE STEEL PNT-2 TUBE STEEL PNT-2 No G-02 KEYED GATE, GATE FRAMES TO BE HELD 1" ABOVEFIN. FLR.107A 107 A 3'-0" 6'-10" 1 3/4" AV - BROWNMETALPNT-2 HM PNT-2 No 1108 108 A 3'-8" 6'-2" 1 3/4" HM WITHLOUVERSPNT-2 HM PNT-2 No 5 DOOR SILL RAISED 4"WINDOW AND OPENING SCHEDULEMARK TYPE WIDTH HEIGHTHEADHEIGHTOPERATIONFRAMEMATERIALFRAMEFINSIHGLAZINGCOMMENTS2A 3'-4" 2'-4" 10'-4"FXALPNT-2BR MAX U-FACTOR: 0.36, MAX SHGC: 0.253B 3'-0" 2'-0" 10'-0"OPENWIPNT-2 NONE OPENING; DECORATIVE METAL DESIGN, SEE 13/A9.34B 3'-0" 2'-0" 10'-0"OPENWIPNT-2 NONE OPENING; DECORATIVE METAL DESIGN, SEE 13/A9.35B 3'-0" 2'-0" 10'-0"OPENWIPNT-2 NONE OPENING; DECORATIVE METAL DESIGN, SEE 13/A9.36 C 1'-4" 8" 6'-4"LOUVERMTL PNT-2 NONE PAINTED GSM LOUVER FOR OUTSIDE AIR.7 C 1'-4" 8" 1'-8"LOUVERMTL PNT-2 NONE BLANK OFF LOUVER WITH REMOVABLE METAL PLATE FOR FUTURE EXHAUSTDUCT ATTACHMENT. PAINTED GSM LOUVER FOR EXHAUST FOR FUTUREPORTABLE A/C UNITWINDOW LEGENDABR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:55:42 AMA7.1DOOR AND WINDOW SCHEDULE FOR:DOOR LEGENDBCADEBROVERHEAD COILING ROLL-UP DOORMAX. CLEAR SPACE TONOT ALLOW PASSAGEOF A 4" SPHERE28C' / ' ! ' / / ' / t, / / ' ' / / / ' / / \ / ! '_ / II / .. ' /' / / / \ -€) @-! / \ I~ . ' 1 \ \ ! ' / ' \ / ' II \ \ \ I ' \ I \ \ / \ \ ··-;, ' =-----------..' ' ... Dl ~ a D D I -1 j I GROUP, INC. DESIGN DESIGN SCHMIDT PRtSSION IN ~AHLIN BALANCING ~~~~1T~f//$EN$1·11VITY * H E NVI I{ w I I . CA 92101 2f J) : '. . 00 San Otego, I Sixth A"·enue, Suite 5 f ·mile {619} 236-8792 -~rou.,1; 1111 } 2 6_1462 acs1 v tetephone {619 _ 3 schmidtdes1gn.com WWW. z19 AZ 34139 .. Lie. C,tr, 2138, NV ' _l _J I 234561BACFDEPX-1EPX-1HSCONC-2EPX-1EPX-1EPX-1HSCONC-1101104103107102106109105EPX-1108CONC-1CONC-1TYP.FINISH CONTINUESBELOW COUNTERHS7FINISH PLAN NOTES•SEE SHEET A7.2 AND TECHNICAL SPECIFICATIONS FOR ALLMATERIAL INFORMATION•ALL INTERIOR WALLS @ GYP. FINISH TO BE PAINTED PNT-1,U.O.N.•ALL FLOORS TO BE EPX-1, U.O.N.•ALL WALLS TO HAVE EPX-1 COVE BASE•PAINT LAYERING: (1) PRIMER; (2) PAINT COLOR•ALL ELECTRICAL COVER PLATES ON ACCENT WALLS SHALLBE PAINTED TO MATCH ACCENT WALL•FOR WALL FINISH INFORMATION NOT SHOWN SEEINTERIOR ELEVATIONS SHEETS A8.1- A8.2•FOR CEILING FINISH INFORMATION SEE REFLECTEDCEILING PLAN SHEET A3.1•ALL EXTERERIOR CMU TO RECEIVE WATER REPELLENT &ANTI-GRAFFITI TREATMENT.•ALL EXTERIOR CAST-IN-PLACE CONCRETE TO RECEIVEWATER REPELLENT & ANTI-GRAFFITI TREATMENT.•TRASH AREA 106--INTERIOR FACE OF EAST, NORTH, ANDWEST WALLS TO BE CMU-4 PAINTED & WASHABLE. TRASHAREA 106--EXTERIOR FACE OF WALLS TO BE CMU-1GENERAL FINISH NOTES•FOR FINISHES RELATED TO HARDSCAPE AND SITEACCESSORIES S.L.D.•FOR FINISHES RELATED TO FIXTURES S.M.D., S.P.D. & S.E.D.•NOTED FINISH CLASS RATINGS PER CBC CHAPTER 8 PROVIDEDBY MANUFACTURER / AMERICAN WOOD COUNCIL. FLOORINGMATERIALS RATED PER ASTM-E648 AND WALL/CEILINGMATERIALS RATED PER ASTM-E84.•ALL INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS CMATERIALS PER CBC TABLE 803.9 (SEE NOTE b). WOODPRODUCTS THAT DO NOT MEET THIS CRITERIA ARE TO BEFINISHED WITH UNIVERSAL FIRE-SHIELD FIRE & FLAMERETARDANT PAINT & STAIN ADDITIVE OR EQUAL TO ACHIEVETHE CLASS C MINIMUM DESIGNATION.•ALL GUTTERS SHALL BE FINISHED TO MATCH ADJACENT ROOFAND ALL DOWNSPOUNTS SHALL BE FINISHED TO MATCHADJACENT WALL SURFACE, U.O.N.•FOR ALL DOORS, WINDOWS AND STOREFRONT SYSTEMS ANDTYPES SEE PLANS AND A7.1•PROVIDE COLOR & MATERIALS BOARD OF ALL FINISHMATERIALS. COLOR & MATERIALS BOARD TO BE KEPT ON SITEUNTIL PROJECT COMPLETION•ALL GYPSUM BOARD WALLS AND SOFFITS TO BE FINISHED ASFOLLOWS:LEVEL 2: WHERE PANELS FORM SUBSTRATES FORCERAMIC TILE/FRP AND WHERE INDICATEDLEVEL 4: FOR GYPSUM BOARD SURFACES RECEIVINGWALL COVERINGS.LEVEL 4: FOR ALL EXPOSED GYPSUM BOARDSURFACES RECEIVING TEXTURE AND PAINT.R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 11:35:18 AMA7.2FINISH SCHEDULE AND FINISH PLAN FOR:020 1/8" = 1'-0" 1FINISH FLOOR PLANFINISH MATERIAL SCHEDULEMATERIALABBREVIATIONMATERIAL DESCRIPTION STYLE / COLOR FINISH MANUFACTURER NOTESCMU-1 CONCRETE MASONRY UNIT WITH RAKED HORIZONTAL JOINTS & FLUSH VERTICAL JOINTS ADOBE REGALSTONE,WATER-REPELLANT,ANTI-GRAFFITIRCP BRICK & BLOCK SEE DETAIL 12/A9.2CMU-2 CONCRETE MASONRY UNIT WITH CONCAVE JOINTS ADOBE PRECISION BLOCK, PAINTEDPNT-1RCP BRICK & BLOCKCMU-3 CONCRETE MASONRY CAP 2X8X16 ADOBE REGALSTONE,WATER-REPELLANT,ANTI-GRAFFITIRCP BRICK & BLOCKCMU-4 CONCRETE MASONRY UNIT WITH CONCAVE JOINTS ADOBE PRECISION BLOCK, PAINTEDPNT-4RCP BRICK & BLOCK INTERIOR FACE OF TRASH AREA (#106) WALLSCONC-1 DECORATIVE CAST-IN-PLACE CONCRETE OMAHA TAN SMOOTH MATTE DAVIS SEE TECHNICAL SPECIFICATIONSCONC-2 CONCRETE SLABNATURAL GREY BROOMCP-1 CEMENT PLASTERFRAZEE CLC 1267W 20/30 OMEGA INTEGRAL COLOREPX-1 EPOXY FLOOR FINISH AND BASE, SIKAFLOOR MORRITEX H.D. TBD TBD SIKA CORP. COLOR/STYLE TO BE SELECTED BY OWNER FROMSTANDARD COLORS. SEE TECH. SPEC'SGYP-1 5/8" TYPE 'X' GYPSUM BOARD DENSGLASS GEORGIA PACIFICHS HARDSCAPE, S.L.D.SEE LANDSCAPE DRAWINGSPNT-1 INTERIOR PAINTWHITE - CLW 1001W GLOSS FRAZEEPNT-2 EXTERIOR PAINTCL 2647N POWDER COAT FRAZEEPNT-4 EXTERIOR PAINTMATCH CMU GLOSS SHERWIN-WILLIAMS WASHABLE PAINT FOR CMU WALLS @ TRASH #106RF-1 STANDING SEAM METAL ROOF PANELS, DESIGN SPAN HP TERRA COTTA - AEP SPAN UES EVALUATION REPORT 309RF-2 SINGLE PLY PVC ROOFING SANDSTONE PVC JOHNS MANVILLE COOL ROOF, SEE TECHNICAL SPEC'SWD-1 SHIPLAP WOOD - 1X6 SHIPLAP W/ 'V' GROOVE CL 2647N PAINTED FRAZEE* WATER REPELLENT & ANTI-GRAFFITI TREATMENT TO BE BLOK-GUARD & GRAFFITI CONTROL II BY PROSOCO, INC.** SEE TECHNICAL SPECIFICATIONS FOR DETAILED PRODUCT INFORMATION.29SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 wWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 I I I DAHLIN grou1= I I I I I I I I ------y y 9 II ][ [ J ( ) Q ( ~ ij ----------- - - - - - -L=======;=::::::::...J _ -- ----0 I 1------+----+------t----t---~~ ~□==----'===========----==□~ f------------L-----+------------------1 L__I ---=J INTERIOR ELEVATION NOTES1.FOR ADDITIONAL INFORMATION, SEE PLANS.2.ALL INTERIOR WALLS SHALL BE PRECISION BLOCK WITHCONCAVE JOINTS, PAINTED.3.FOR MATERIAL INFORMATION, SEE A7.24.ALL CONCESSIONS CABINETRY SHALL BE LOCKABLE.5.CONCESSION ROOM CABINETS TO BE STAINLESS STEEL,SEE TECHNICAL SPECIFICATIONS.6.FOR TYP. MOUNTING HEIGHTS OF TOILET ROOMACCESSORIES, SEE CA SERIES SHEETS.EPX-1CMU-241.016"1'-6"3"4'-0"2'-6"1'-8"2'-10"41.01A9.56OPEN2'-0"4'-6"2'-0"42.03EPX-1CMU-222.012'-10" 4'-2"4'-0"6"2'-0"41.016"42.03EPX-1CMU-26"2'-0"1'-0"6"OPEN4'-0"2'-6"1'-8"2'-10"EPX-1CMU-222.011'-6"3"2'-10"8'-2"6"6"CMU-2TYP.EPX-122.3022.2022.3241.11CMU-2EPX-1CMU-2TYP.EPX-122.2922.2022.3222.32CMU-2EPX-122.29CMU-2CP-1EPX-1CMU-2CP-1EPX-1BENCH SEAT,SEE PLANSOPENCP-1CMU-2CMU-2CP-1EPX-1TYP.EXHAUST,S.M.D.BENCH SEAT,SEE PLANS22.0622.3122.1522.0922.0422.05CP-1CMU-2EPX-122.0722.0922.05A8.12143A8.15A8.19A8.22A8.26587143121110678A8.16A6 &CMU-2EPX-122.3022.2022.3222.32R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/19/161/25/2017 9:38:52 AMJS DELTA 110/31/16A8.1INTERIOR ELEVATIONS FOR: 1/4" = 1'-0"4CONCESSIONS 1/4" = 1'-0"3CONCESSIONS 1/4" = 1'-0"1CONCESSIONS 1/4" = 1'-0"2CONCESSIONS 1/4" = 1'-0"5STORAGE & IT 1/4" = 1'-0"6STORAGE 1/4" = 1'-0"7STORAGE & IT 1/4" = 1'-0"8STORAGE 1/4" = 1'-0"9MEN'S RESTROOM 1/4" = 1'-0"10MEN'S RESTROOM 1/4" = 1'-0"11MEN'S RESTROOM 1/4" = 1'-0"12MEN'S RESTROOMINTERIOR ELEVATION KEY PLANKEYNOTE LEGEND22.01 REFRIGERATOR/FREEZER - REACH-IN SOLID SWING DOORDUAL TEMPERATURE. TRUE FOOD SERVICE EQUIPMENT,INC. MODEL #T-49DT. N.I.C.22.04 ADA URINAL, S.P.D.22.05 ADA WALL-MOUNTED TOILET, S.P.D.22.06 ADA LAVATORY, S.P.D. INSULATE/COVER HOT WATER ANDDRAIN PIPES PER CBC 11B-606.22.07 TOILET SEAT-COVER AND TOILET TISSUE DISPENSER,RECESSED - BOBRICK B-3474 CLASSIC SERIES.22.09 GRAB BARS - BOBRICK B6861 & AS REQUIRED BY ADA.22.15 SOAP DISPENSER, SURFACE-MOUNTED - BOBRICK B-4112CONTURA SERIES.22.20 IT CABINET - CUBE-IT PLUS CABINET SYSTEM.22.29 METRO SHELF - N456BBR (21"X48") N.I.C.22.30 FUTURE PORTABLE AIR CONDITIONER - EDGESTARAP8000W. BASICS-OF-DESIGN PORTABLE AIRCONDITIONER NOT IN CONTRACT--TO BE PROVIDED ANDINSTALLED BY OWNER.22.31 BOBRICK 18"x36" GLASS MIRROR, B-290 SERIES22.32 CARD READER SYSTEM CONTROLLER/POWER SUPPLY41.01 ROLL-UP DOOR - STAINLESS STEEL. SEE TECHNICALSPECIFICATIONS.41.11 PAINTED GSM LOUVER FOR EXHAUST FOR FUTUREPORTABLE AIR CONDITIONER - SEE SCHEDULE.42.03 WALL-MOUNTED SHELF - ADVANCE TABCO, MS-18-24 1/4" = 1'-0"6AIT301111" " 'I , ' ' " [I / ' /' -. ,I -·s, / I • • I L 'I I/ _J I ~ r /4 "7 . , r /4 i'. -y-/, " 7 I • I I • I I • I I , 11 , I I • I ?-':c::;:: • " =;? --~t--') --a ,'. /1 -,'. /, /, , 11~ ' L"\_/_J// ' L', / _JL "-.. / a • ·11 I ( ) ,, I , , oc--------( ) ---,-_j_ = = )-= = )-g:: , , = , I = = , !I= -SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm idtdesign.com Lie. c,cr, 2138, NV 219, ,cr,z 34139 (1 ' ' ' ' I ' I ' I ' I ' I I ' ' I I ' ' I ' I ' I ' I ' I ' I ' I I I I I I I I I I _J_ I I I I I I ( ) I I ' I / ~ ' \ u / ' µ / ' ~ / ' µ / " ' ' / ' µ / ' ' ,r ' ' I I I I / ' ' ' 'I 111 I I II I ' ' ' ' ' -€> ~ ~ ' ©-µ ' / ' " / µ ' ' / µ ' ' / L -\ / µ \ -/ µ ' / ' / >-u / ' ' ' ' / ' I I I / ' / ' / ' , ' K ) / ' / ' 0 ' -€> ©-; H ) ' / ' / ' / ' I ' , ::::0 ' / ' / =s 0 o~-0--( ) ( ) 1 ' ' ' f---1( " h-' ' ' _/ ),-" ' ' .1 ' ' ' ' ~ ,--L " □ ' -. • .1 " ' ' -, " " 0000 00 ' ' AHLIN C } (1(1 (1 (1 C } ----' ' ' ' ' ,, ' ' _[ ' ., ' ' ' :::r ' ' ' :::r ' '' ' ~ \ _[ ' ' ' , ' \ ' ' ' =i -~ ' I' -f-:::j --=-,:• :,'• -' ----l / ' ' ' ' ' ' ' ' ' ' I> ~H: I I I I I I ' I I ' T J I ' ( 1 I I I I I I :::i ' ' " :::j _, .... - - -' _j -I I I I I I I I I ➔' ' -' -" -7 ,.. sec 7 ' ' --I / .... 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I .. ·-. --· • /' . -I .... / I ' .... / I L •.II/ _J ·-I/ J ' --·•· -' • . ➔ I ' r ,r ·c ,r ~1:-,, / r , l~~-~I~::'-~ • 7 ,-, r . i'·,j " ' I /, i 1-,_ .Ii: :I~ // 11 ''-.., I I /'I I '-...,_ I I /, I ~--;1; =;:=' I / <--- -~I 1-I ~-----i---- -,=s'II I~ -- - -~ I .... / I I·,"'-.., ,// I I .... __ // : t_ -..,, /I -I ', / L . ., -~L ~L ~L ., ~ ' a ' L ,-~ I ~ L •, / a ' ' " " LJ ----------i -~ -~ ' ( ,, ,, 'J , , ( ) ( ) -' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I I I I I I I ' I I I ' I I I I I I I I I I I I I I I I I I ' ' ' ' ' ' ' _}' -"' ' .1 J ,____u ' ' ' \ ' ' ' / / ),---Li / ' / ' ~ ~-_j_ , ' ~ ' ' ' / / ' / ~ I ' oc-------◊ □ I' • ~-----------~ GYP-1CMU-2PNT-1EPX-1TYP.TYP.TYP.TYP.CMU-2GYP-1PNT-1EPX-1CMU-2GYP-1PNT-1EPX-1TYP.TYP.TYP.TYP.22.2722.2622.28CMU-2GYP-1PNT-1EPX-1OPENATTICACCESSCMU-2CP-1EPX-1TYP.TYP.TYP.EXHAUST,S.M.D.BENCH SEAT,SEE PLANS22.1522.3122.0622.0922.0522.15CMU-2CP-1EPX-122.13BENCH SEAT,SEE PLANSOPENCP-1CMU-2EPX-122.0322.1022.1322.10CMU-2CP-1EPX-122.0522.09A8.12143A8.15A8.19A8.22A8.26587143121110678A8.16A6 &INTERIOR ELEVATION NOTES1.FOR ADDITIONAL INFORMATION, SEE PLANS.2.ALL INTERIOR WALLS SHALL BE PRECISION BLOCK WITHCONCAVE JOINTS, PAINTED.3.FOR MATERIAL INFORMATION, SEE A7.24.ALL CONCESSIONS CABINETRY SHALL BE LOCKABLE.5.CONCESSION ROOM CABINETS TO BE STAINLESS STEEL,SEE TECHNICAL SPECIFICATIONS.6.FOR TYP. MOUNTING HEIGHTS OF TOILET ROOMACCESSORIES, SEE CA SERIES SHEETS.R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:03 AMA8.2INTERIOR ELEVATIONS FOR: 1/4" = 1'-0"1UTILITY CHASE 1/4" = 1'-0"2UTILITY CHASE 1/4" = 1'-0"3UTILITY CHASE 1/4" = 1'-0"4UTILITY CHASE 1/4" = 1'-0"5WOMEN'S RESTROOM 1/4" = 1'-0"6WOMEN'S RESTROOM 1/4" = 1'-0"7WOMEN'S RESTROOM 1/4" = 1'-0"8WOMEN'S RESTROOMINTERIOR ELEVATION KEY PLANKEYNOTE LEGEND22.03 BABY CHANGING STATION. KOALA KB110-SSRE,HORIZONTAL RECESSED MOUNTED WITH STAINLESSSTEEL FINISH.22.05 ADA WALL-MOUNTED TOILET, S.P.D.22.06 ADA LAVATORY, S.P.D. INSULATE/COVER HOT WATER ANDDRAIN PIPES PER CBC 11B-606.22.09 GRAB BARS - BOBRICK B6861 & AS REQUIRED BY ADA.22.10 HAND DRYER - TRIMDRY ADA SURFACE-MOUNTED -BOBRICK B-7128.22.13 SANITARY NAPKIN/TAMPON VENDOR, RECESSED -BOBRICK B-3706 25 CLASSIC SERIES.22.15 SOAP DISPENSER, SURFACE-MOUNTED - BOBRICK B-4112CONTURA SERIES.22.26 BROOM HOOK - BOBRICK B-223x2422.27 MOP SINK, S.P.D.22.28 UTILITY SHELF B-298X2422.31 BOBRICK 18"x36" GLASS MIRROR, B-290 SERIES31I I I I I I I I I I I I I I I I I I I I I I I I I I ' I ' ' ' ' ' ' ' ' ' I I I I ( ) ' ' ' I I I I I I ' I I I I I I ' ' ' J ' ' ' ' ' ' ' ' ' ' ~ ( ) ~ -~ ' ) J " , ' I I ' ' ~ I 11 ' ID J 00 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 •u I ' ' u, -~ ' ' " I J ' ' '-" --' ~J ) ' ' ' ( ) ~ f---'-' ' ' ----rl , ' ' ' ____L_\, ' ' ' ' ' 'la 1l I;:= ' / ' -' ' ~~ " ~ ,, ' ,, ' I s. =K· ' ' 0 ~ 00 AHLIN \ \ I I \ ' ( -( ----,---{ }--L-I I I I ' ' I I ' ' ' , -' , -' , -, --' , -, -' , ' "' ' , --' .., -\ -' ' \ -\ -\ -' \ -' \ --\ -' \ ) i ( ) ( ~ ~ ' ' ' , ' ' I ) ' ' ' ' ' ' ' I I I I I I I I I I I I I ' ' ' ' '-.,( A ' \; ' ~ C Qj I -"A ' 0 0 0 [] ◊ 6 .,J ◊ I -~J I I - 2X6 BLK'G. EA SIDEOF PIPE4" MIN.6" MIN.FOR FRAMING, S.S.D.VENT BOOT ATTACHEDPER MFR.PIPE OR CONDUITSTANDING SEAMMETAL ROOFROOFSHEATHING,S.S.D.FELTVENT BOOT ATTACHEDPER MFR.12" MIN.STANDING SEAM METALROOFFELTROOF SHEATHING,S.S.D.2X BLOCKING EACHSIDE OF PIPEPIPE OR CONDUITFOR FRAMING, S.S.D.SEE PLANS FOR FRAMINGSHEATHING, S.S.D.3 COAT STUCCO W/ WIRE MESHO/ 2 LAYERS 60 MIN. GRADE 'D'BLDG. PAPER2-PIECE SPRINGLOKCOUNTERFLASHING SYSTEMTYPE STX, BY FRY REGLET OREQUALNON-SKINNING BUTYL SEALANTRAKE TRIMRECEIVER TRIM1/8" RIVETS AT 12" O.C.ROOF PANEL3/ 8" BEAD NON-SKINNINGBUTYL SEALANTICE AND WATER SHIELD MIN.48" WIDE AT SLOPED ROOF TOCONTINUE UP WALL TOSPRINGLOKROOF SHEATHING, S.S.D.2-LAYERS 30# FELTCONTINUOUS, VERIFYPER MFR. TECHNICALSPEC'S8" MIN. EXTENDROOF UNDERLAYMENT'J' MOLDSHEATHING, S.S.D.3 COAT STUCCO W/ WIRE MESHO/ 2 LAYERS 60 MIN. GRADE 'D'BLDG. PAPER2-PIECE SPRINGLOKCOUNTERFLASHING SYSTEMTYPE STX, BY FRY REGLET (818)237-9773, OR EQUALNON-SKINNING BUTYL SEALANTSEE PLANS FOR FRAMINGHEAD WALL TRIM3/16"X7/8" CONTINUOUS BUTYLTAPE AND NON-SKINNING BUTYLSEALANT AT ENDS, FILL ALL GAPS1/8" POP RIVETS AT 12" O.C.ROOF PANELICE AND WATER SHIELD MIN. 36"DOWN FROM HIGH SIDEROOF SHEATHING, S.S.D.30# FELT CONTINUOUS,VERIFY PER MFR.TECHNICAL SPEC'S6"'J' MOLDSTANDING SEAM METALROOF O/ 30# FELT O/ROOF SHEATHING2x BLOCKING W/VENTING12" SASM3 COAT STUCCO W/WIRE MESH O/ 2 LAYERS60 MIN. GRADE 'D' BLDG.PAPERSHEATHING, S.S.D.FOR FRAMING S.S.D.FOR ROOF PITCH & OTHER INFO. SEE PLANSFIBER CEMENT VENTEDSOFFIT BOARD3" LAP1'-0"8"INSTALL ROOF PER MFR.TECHNICAL SPEC'S.RAFTER TAIL, S.S.D.2X8 S4S EXT.GRADESTAINED TRIM'J' MOLD W/ BACKERROD & SEALANT4"G.S.M. FASCIA O/SASM, PAINTEDTO MATCH ROOF2 X 2 EXT. GRADE TRIM,STAINED. NOTCHED TORECEIVE STUCCO3 COAT STUCCO W/WIRE MESH O/ 2LAYERS 60 MIN. GRADE'D' BLDG. PAPERSHEATHING, S.S.D.SASM2 X 8 S4S EXT. GRADETRIM, STAINEDG.S.M. FLASHING W/ DRIPO/ FELT, PAINTED TOMATCH ROOFSTANDING SEAM METALROOF O/ 30# FELT O/ROOF SHEATHING*FOR FRAMING S.S.D.6"INSTALL ROOF PERMFR. TECHNICALSPEC'S.4"G.S.M. FASCIA O/ SASM,PAINTED TO MATCHROOFSTANDING SEAM METALROOF O/ 2 LAYERS 30#FELT O/ SHEATHING2x BLOCKING W/VENTINGFOR FRAMING, S.S.D.FOR ROOF PITCH, SEE PLAN2X8 S4S EXT. GRADE TRIMSASM, EXTEND UP EAVE 3" AND DOWN WALL 6"FIBER CEMENT VENTED SOFFIT BOARDG.S.M. FLASHING, PAINTEDG.S.M. METAL FLASHING O/SASM,PAINTED TO MATCH ROOF2X4 S4S EXT. GRADE STAINED TRIM,NOTCHED TO RECEIVE STUCCOG.S.M. FLASHING O/ SASM,PAINTED TO MATCH ROOFINSTALL ROOF PER MFR.TECHNICAL SPEC'S.SEALANT6"1'-0"3 COAT STUCCO W/ WIRE MESH O/ 2LAYERS 60 MIN. GRADE 'D' BLDG. PAPERROOF SHEATHING, S.S.D.SEALANT0704S9016" OVERLAP AT VALLEYS. INTERLACE ALL PILES, CROSSING FOR FULL COVERAGE. HIPS SIM.FULL 36" WIDE FELT DOWN CENTER OF VALLEY OVER FELT UNDERLAYMENT2" MIN HEAD LAP6" MIN END LAP3/8" OVERHANG AT EAVE6" OVERLAPAT RIDGEG.S.M. FLASHING W/ DRIPEDGE OR GUTTER WINGROOFING NAILSEAVE METAL EDGEUNDER FELTDETAIL SIM. AT ROOF W/2X BOOSTER AT EAVEMETAL SIDEDRIP EDGEOVER FELTFELT UNDERLAYMENTROOF DECKAPPLICATION NOTES FOR LOW SLOPE, 3:12 TO LESS THAN 4:12:1. START W/ 1 - 19" WIDE SHEET OF FELT ALONG EAVE W/ 3/8" OVERHANG.2. TROWEL A CONTINOUS LAYER OF ROOFING CEMENT (AT A RATE OF 2 GALLONS PER 100 SQ. FT.) ON TO THEFELT.3. PRESS 1 - 36" WIDE SHEET OF FELT FIRMLY ONTO THE CEMENT, & NAIL DOWN WITH GALV. ROOFING NAILS AT12" O.C. ALONG A LINE 18" ABOVE THE BTM. EDGE OF THE FELT.4. APPLY ROOFING CEMENT TO THE UPPER 19" OF THE EXPOSED FELT.5. COVER THE CEMENTED PORTION W/ THE NEXT SHEET OF FELT & NAIL.6. REPEAT PROCESS UNTIL 24" INSIDE THE INTERIOR WALL LINE.7. COVER THE REMAINING ROOF W/ DBL. LAYERS OF FELT, W/O CEMENT, UP TO THE RIDGE.RAFTER, SLOPED1/2" / 1'-0" S.S.D.ROOF SHEATHING, S.S.D.HSS BEAM, S.S.D.3X14 NAILER, S.S.D.1'-0"SINGLE PLY ROOFING,FULLY ADHEREDGSM EDGE METAL O/ SASM, PAINTED TO MATCH METAL ROOF3 COAT STUCCO W/ WIREMESH O/ 2 LAYERS 60 MIN.GRADE 'D' BLDG. PAPERGSM FASCIA O/ SASM, PAINTED TO MATCH METAL ROOF'J' MOLD W/ BACKER RODAND SEALANTFOR FRAMING, S.S.D.SEE REFLECTED CEILING PLAN FOR SOFFIT SLOPEFOR OTHER INFORMATION SEE AND TECHNICALSPEC'S.1/2" SHEATHING2" CONT. GSM STRIP VENT,PAINTED8" DETAIL STRIPCOVER BOARD1"1 1/2" MIN.WELD (CONT.)4"/13A9.21 1/2" VENT HOLESCURBSINGLE PLYROOFING FLASHINGUNIVERSAL CORNERWELDED TO FLASHINGSHEET & FIELDMEMBRANEFLASHING WELDEDTO FIELD SHEET - HEATWELD PER MFR.SINGLE PLY ROOFINGATTACHED ATPERIMETER OF CURBPER MFR.SINGLE PLY ROOFINGFASTENER AND PLATESHEATHING, S.S.D.3 COAT STUCCO W/ WIRE MESHO/ 2 LAYERS 60 MIN. GRADE 'D'BLDG. PAPER2-PIECE SPRINGLOKCOUNTERFLASHING SYSTEMTYPE STX, BY FRY REGLET (818)237-9773, OR EQUALNON-SKINNING BUTYL SEALANTROOF SHEATHING, S.S.D.'J' MOLDCOVER BOARDSINGLE PLY ROOFING, FULLYADHERED1 1/2" MIN.WELD (CONT.)FRAMING, S.S.D.SHEATHING, S.S.D.SINGLE PLY ROOFINGCONT. WELD, PERMFR.TERMINATION BAR,PER FR. FASTEN12" O.C. MAX.SINGLE PLY ROOFINGEDGE SEALANT ASREQ'D, PER MFR.DETAIL NOTES•SASM: SELF-ADHERED SHEET MEMBRANEFLASHING. SHALL BE FORTIFLASH 40 BYFORTIFIBER.ROOF SHEATHING, S.S.D.COVER BOARDSINGLE PLY ROOFING, FULLYADHERED1 1/2" MIN.WELD (CONT.)COUNTER FLASHINGSINGLE PLY SEALING MASTICTERMINATION BAR FASTENED12" O.C. MAX.SINGLE PLY CAULKSINGLE PLY CAULKROOF SHEATHING, S.S.D.COVER BOARD1 1/2" MIN.WELD (CONT.)8" MIN.1 1/2" MIN.WELD (CONT.)1"FLEECE BACKED SINGLEPLY MEMBRANE, FULLYADHEREDFLEECE BACKED SINGLEPLY MEMBRANE, FULLYADHEREDSINGLE PLY MEMBRANEADHESIVE 1" BACK FROMMEMBRANE EDGESUNDER FIELD SHEETS,RADIUS CORNERS8" MIN.1"1 1/2" MIN. CONTINUOUSHEAT WELD1" GAP BETWEENMEMBRANE SHEETSR EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:06 AMA9.1ARCHITECTURAL ROOF DETAILS FOR:SCALE: 1 1/2" = 1'-0"8PIPE PENETRATION 1SCALE: 1 1/2" = 1'-0"9PIPE PENETRATION 2SCALE: 3" = 1'-0"4ROOF PARALLEL TO WALLSCALE: 3" = 1'-0"5ROOF PERPENDICULAR TO WALLSCALE: 1 1/2" = 1'-0"1LOW EAVESCALE: 1 1/2" = 1'-0"2RAKESCALE: 1 1/2" = 1'-0"HIGH EAVE3SCALE: 1 1/2" = 1'-0"7FELT UNDERLAYMENTSCALE: 1 1/2" = 1'-0"10FASCIA AT CANOPYSCALE: 1" = 1'-0"13OUTSIDE CORNERSCALE: 3" = 1'-0"11SINGLE PLY ROOF AT STUCCO WALLSCALE: 3" = 1'-0"14TERMINATION BAR/FLASHING ATTACHMENTSCALE: N.T.S.SCALE: N.T.S.SCALE: 3" = 1'-0"12SINGLE PLY ROOF AT CMU WALLSCALE: 3" = 1'-0"15SINGLE PLY ROOF LAP32H ff \ ,,,-----LJ SCHMIDT DESIGN GROUP, INC. BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {6ig} ZJ6-8792 WWoN.schm 1dtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 AHLIN rou Ir I D D CMU-1 FINISH & JOINTS,SEE A7.2 & TECHNICALSPEC'S.CMU WALL, S.S.D.CMU-2 FINISH & JOINTS,SEE A7.2 & TECHNICALSPEC'S.SHEATHING, S.S.D.GSM FLASHING,PAINTED - EXTENDUP WALL 6" MIN.BACKER ROD & SEALANT'J' MOLD3 COAT STUCCO W/ WIREMESH O/ 2 LAYERS 60 MIN.GRADE 'D' BLDG. PAPER2"ALIGNFRAMING, S.S.D.5/8" GYP.BD.FINISHWHEREOCCURSP.T.D.F. W/ 3 CONTINOUSBEADS SEALANT'J' MOLD W/BACKERROD &SEALANTEXTERIORINTERIOREXTERIOR (CMU-1) RAKEDJOINTS, SEE 12/A9.2CMU WALL, S.S.D.CMU-2 FINISH & JOINTS,SEE A7.2 & TECHNICALSPEC'S.5/8" GYP. BD.'J' MOLD W/ BACKERROD & SEALANTFRAMING, S.S.D.RESTROOMSIDEFOR MORE INFORMATIONSEE 1/A9.2CMU WALL, S.S.D.GYP. BD. AT INTERIOR'J' MOLD W/ BACKER ROD& SEALANT3 COAT STUCCO W/ WIREMESH O/ 2 LAYERS 60 MIN.GRADE 'D' BLDG. PAPER ATEXTERIOR'J' MOLD W/ BACKER ROD& SEALANTSHEATHING, S.S.D.FRAMING, S.S.D.0903T005.dwgEXPANSION JOINT3 COAT STUCCO W/ WIRE MESHO/ 2 LAYERS 60 MIN. GRADE 'D'BLDG. PAPERSEE PLANSFOR FRAMINGEXPANSION JOINT3 COAT STUCCO W/ WIRE MESHO/ 2 LAYERS 60 MIN. GRADE 'D'BLDG. PAPERSEE PLANSFOR FRAMINGEXPANSION JOINTINSIDE CORNER0904s008.dwgEXTERIOR FINISH, SEEELEVATIONNOTE: EXTEND OVERFLOWPIPES 1" BEYOND COLLAR, MIN.TYP. EXTERIORPENETRATION SEE PLANSSEALANT W/ BACKER RODG.S.M. FLASHING COLLARSHEATHING, S.S.D.SEE PLANS FOR FRAMING2 3/16" U.O.N.1/4" TYP.4"0904S006.dwgGALVANIZED METAL SQUARESTUCCO CORNER BEADFOR FRAMING, S.S.D.SHEATHING, S.S.D.3 COAT STUCCO W/ WIRE MESH O/ 2LAYERS 60 MIN. GRADE 'D' BLDG.PAPER24" WIDE VERTICAL STRIP OF 60MIN.GRADE 'D' BLDG PAPER @CORNER, EXTEND 12" EACH WAY0710s010.dwg4"3"4"4"4"4"3/8" 4"4"4"4"RECTANGULARG.S.M. FLASHING FLANGESOLDER ALL SEAMSSLOPE TOP 1/8" PER 12"G.S.M. FLASHING COLLAR, SEESPECIFIC APPLICATION DETAILFOR FURTHER INFO.FLASHING FIN AT WOOD MEMBERS,SEE SPECIFIC APPLICATION DETAILDRIP/INTERLOCKG.S.M. FLASHING FLANGESOLDER ALL SEAMSG.S.M. FLASHING COLLAR, SEESPECIFIC APPLICATION DETAILFOR FURTHER INFO.SEE PLANS FOR SPECIFICPENETRATION SIZEROUNDGYP. BOARD WHERE OCCURSSEE PLANS FOR FRAMINGGYP. BOARD WHERE OCCURSSQUARE CORNER. TYP0604t016FOR MOREINFORMATIONSEE 1/A9.2EXTERIORATTICCONCESSIONS3 COAT STUCCO W/ WIREMESH O/ 2 LAYERS 60 MIN.GRADE 'D' BLDG. PAPER'J' MOLD W/ BACKER ROD& SEALANTFOR FRAMING, S.S.D.WEATHER RESISTANTBARRIERSHEATHING, S.S.D.'J' MOLD W/BACKER ROD& SEALANTEXTERIOR(CMU-1)RAKEDJOINTS,SEE12/A9.2FOR MOREINFORMATIONSEE 1/A9.2EXTERIORATTICSTORAGE / I.T. ROOM5/8" GYP. BD.'J' MOLD W/ BACKER ROD& SEALANTFOR FRAMING, S.S.D.SHEATHING, S.S.D.'J' MOLD W/BACKER ROD& SEALANTEXTERIOR(CMU-1)RAKEDJOINTS,SEE12/A9.2FOR MOREINFORMATIONSEE 13/A9.1AND 43/A9.1CONCESSIONSATTICSTORAGE / I.T. ROOMFOR FRAMING,S.S.D.'J' MOLD W/ BACKER ROD& SEALANT'J' MOLD W/ BACKER ROD& SEALANTFLUSH VERTICAL JOINTRAKED HORIZONTAL JOINTS4"X16" CMUEXTERIORRAFTER, SLOPED 1/2" / 1'-0",S.S.D.ROOF SHEATHING, S.S.D.SINGLE PLY ROOFING,FULLY ADHERED, SEETECHNICAL SPEC'S.3 COAT STUCCO W/ WIREMESH O/ 2 LAYERS 60 MIN.GRADE 'D' BLDG. PAPER'J' MOLD W/ BACKER RODAND SEALANTFOR MORE INFORMATION SEE1/2" SHEATHINGCOVER BOARDSHIPLAP W/ 'V' GROOVE,STAINED/10A9.1SHEATHING AT CANOPYSOFFIT3 COAT STUCCO W/ WIREMESH O/ 2 LAYERS 60 MIN.GRADE 'D' BLDG. PAPER'J' MOLD W/ BACKER RODAND SEALANTEQUIPMENT TRIMROOF CURB1/8" RIVETS @12" O.C.1 1/2" MIN.12" MIN.ROOF EQUIPMENT, INSTALLPER MANUFACTURER'STECHNICAL SPECIFICATIONSFIELD FABRICATEDSIDEWALL TRIM4"ZEE CLOSURE(ZC219)4" MIN.3/16"x7/8" CONTINUOUSDOUBLE BEAD BUTYL TAPER EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:12 AMA9.2ARCHITECTURAL WALL & ROOF DETAILSFOR:SCALE: 3" = 1'-0"1CMU TO WOOD FRAME TRANSITIONSCALE: 3" = 1'-0"2CMU TO WOOD FRAME TRANSITION AT INTERIORSCALE: 3" = 1'-0"4WALL FRAMING AT CMUSCALE: 3" = 1'-0"5STUCCO EXPANSION JOINTSSCALE: 3" = 1'-0"7TYP. WALL/CLG. PENETRATIONSCALE: 3" = 1'-0"8SQUARE CORNERSCALE: 1" = 1'-0"10TYP. PENETRATION FLASHINGSCALE: 3" = 1'-0"11INTERIOR CORNERSCALE: 3" = 1'-0"3STUCCO CEILING AT WALL TRANSITIONSCALE: 3" = 1'-0"6GYPSUM CEILING AT WALL TRANSITIONSCALE: 3" = 1'-0"9GYPSUM CEILING AT CMU WALLSCALE: 1" = 1'-0"12CMU-1 JOINTSSCALE: N.T.S.SCALE: 1 1/2" = 1'-0"13FINISH TRANSITION AT CANOPYSCALE: 3" = 1'-0"14CANOPY ROOF SOFFIT AT CMU WALLSCALE: 3" = 1'-0"15STANDING SEAM ROOF CURBSCALE: N.T.S.33, --:.-:. SCHMIDT DESIGN GROUP • INC • BALANCING ARTIST!(: EXPRtSSION IN DESIGN WII H ENVll{QNMEl\'lAL SEN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm 1dtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 -1' / " " I "') t ~) / / y / I \ " / ~ AHLIN rou > _I I I_ j I ,I I ' ~ I ,J > I I ----------' I I J r -.i ·-~ ;•c-'J-IL'-,,,,]_ __ ,-_ < -... -... . , ;_ -.,,.,,,,-:'P'dl----. D D SLOPE AWAY FROMBUILDING, S.C.D., S.L.D.DOOR - SEE DOORSCHEDULEHARDSCAPE, S.L.D.EXTERIORINTERIORSEALANT O/COMPRESSIBLE FILLTHRESHOLD, SEETECHNICAL SPEC'S.DOOR JAMB BEYONDBUILDING SLAB, S.S.D.FLOOR FINISH, SEEPLAN1/2" MAX.DRIP WHERE INDICATEDHEADJAMB SIM.SEALANT W/ BACKER RODC.M.U. WALL, S.S.D.HOLLOW METAL FRAMEPRIMED & PAINTED3 ANCHORS (MIN.) EA.JAMB, 1 AT BTM.. FORPAIR DOORS ADD 2ANCHORS AT HEADWEATHERSTRIPPINGDOOR, SEE SCHEDULE5/8"2"1 9/16"7/16"7/16"1 3/4" DOORS1 15/16" ATGSM HEADFLASHINGAT EXT.LOCATIONSGLAZINGHOLLOW METAL FRAMEPRIMED & PAINTEDWEATHERSTRIPPINGDOOR, SEE SCHEDULEDOOR - SEE DOORSCHEDULEINTERIORINTERIORPEMKO 2005_TTHRESHOLD, SEETECHNICAL SPEC'S.DOOR JAMB BEYONDBUILDING SLAB, S.S.D.FLOOR FINISH, SEEPLAN1/2" MAX.FOR FRAMING S.S.D.GYP. BD.HOLLOW METAL FRAMEPRIMED & PAINTED3 ANCHORS (MIN.) EA.JAMB, 1 AT BTM. FORPAIR DOORS ADD 2ANCHORS AT HEADSMOKE GASKETWHERE OCCURSDOOR SEE PLANS1/8"9/16"1 7/8"1 9/16"1 9/16" AT 1 3/8" DOORS1 15/16" AT 1 3/4" DOORSVARIESHEADJAMB SIM.SEALANT W/ BACKER RODC.M.U. WALL, S.S.D.HOLLOW METAL FRAMEPRIMED & PAINTEDGSM HEADFLASHINGLINE OF WALL BEYONDEXTERIORINTERIORFOR FRAMING S.S.D.GYP. BD.HOLLOW METAL FRAMEPRIMED & PAINTEDANCHORSG.S.M. FLASHING,PAINTED TO MATCH CMU2"METAL PANEL WITH DRIP,PAINTED TO MATCH ROOFSASMLINE OF STUCCO BEYOND3 COAT STUCCO W/ WIREMESH O/ 2 LAYERS 60 MIN.GRADE 'D' BLDG. PAPERDECORATIVE METALPIECE, SEE 13/A9.36"LAP2" INTO OPENING4"MIN6"9"SILL FLASHINGSHEADERFINISHING WINDOW JAMBSWINDOW INSTALLATION PROCEDURE - PRODUCTS LISTED ARE BY "FORTIFIBER"BUILDNG PAPERFINISHING WINDOW HEADFRAMEWDWINDIVIDUALLY FLASH ALL EXTERIOR OPENINGS FOR FIXTURES SUCH AS WINDOWS, DOORS, VENTS, MECHANICAL, & ELECTRICAL PENETRATIONS TO MAKE THEM WATERTIGHT. FLASHING MATERIALTO BE A COMBINATION OF FORTIFIBER FORTIFLASH 40 MIL. & MOISTOP E-Z SEAL O/ SOLID BACKING. MOISTOP SEALANT TO BE USED AROUND PERIMETER OF OPENING. FLASHING MATERIAL ATLEAST 12" WIDE, SHALL BE APPLIED IN A WEATHERBOARD FASHION IN THE FOLLOWING ORDER:SHEATHINGNO SHEATHINGNOTE:HEADFLASHINGSWILLALSOEXTENDTO 1STSTUDROUGH OPENINGWDWINSTALLEDO/ CONT. 3/8"BEAD OFCAULKING1.START AT THE SILL WITH A 12" STRIP OF MOISTOPPF LONG ENOUGH TO PROJECT BEYOND THEJAMB FLASHING TO BE APPL'D.2. INSTALL MOISTOP CORNER SHIELD @ EA. END OFSILL APPLY A 3/8" BEAD OF MOISTOP SEALANTALONG TOP EDGE OF CORNER SHIELD3. APPLY 9" FORTIFLASH 25 INTO SILL OPENING & LAPOVER MOISTOP PF 6" MIN. FOR RECESSED WINDOWSINSTALL AN ADDITIONAL LAYER OF BUILDING PAPEROVER THE FORTIFLASH TO ACT AS A SLIP- SHEETWHEN APPLYING CEMENT PLASTER (STUCCO).MOISTOPCORNER SHIELD1STJAMBFLASHINGS2ND JAMBFLASHINGSO/ WDW FLANGEFIRSTHORIZONTAL HEADFLASHINGSILLFLASHING O/BLDG PAPERSILL FLASHING O/ BUILDING PAPERTUCK BUILDING PAPERUNDER FLASHINGS2ND HEADFLASHINGOVERLAPS TOPOF JAMBFLASHINGS& GSM HEADFLASHING4.THE TWO JAMB FLASHINGS (12" MOISTOP PF) ARETHEN APPLIED, WITH LENGTH TO EXTEND BEYONDTHE SILL FLASHING AND TO EXTEND ABOVE THEHEAD OF THE WINDOW PROVIDING A 4" MIN. LEGFOR THE OVERLAPPING HEAD (TOP) FLASHING.WRAP MOISTOP PF 2" INTO OPENING. FOR FIXTURESWITHOUT NAIL ON FLANGES THE FLASHING SHALLBE 12" MINIMUM WIDTH AND EXTEND INTO THEROUGH FRAME AT THE SILL AND JAMB THE DEPTHOF THE STUD WIDTH.9.INSTALL SECOND LAYER OF JAMB FLASHING (6"FORTIFLASH 25) O/ NAILING FLANGES10.THE GSM DRIP CAP SHALL EXTEND 3/4" PAST THEWINDOW JAMB ON EACH SIDE.11.APPLY THE SECOND HORIZONTAL HEADFLASHING (9" MOISTOP E-Z SEAL) WITHSUFFICIENT LENGTH TO EXTEND BEYOND THEJAMB FLASHINGS AND FIRST HORIZONTAL HEADFLASHING..12.APPLY REMAINING BUILDING PAPER IN AWEATHERBOARD FASHION WITH THE LOOSE SILLFLASHING LAPPING OVER THE TOP OF THEBUILDING PAPER BELOW THE WINDOW.LEAVEBTM.OFFLASHINGLOOSEFRAMEWDWFRAMEWDWFRAMEWDW*FORTIFIBER PRODUCTSWWW.FORTIFIBER.COM(800) 773-4777(775) 333-8400SILLHEAD9" "FORTIFLASH 25"FOLD INTO SILLOPENING AFTERINSTALLING MOISTOPCORNER SHIELD (2)12" "MOISTOPPF"TUCK BLDG PAPER UPUNDER " MOISTOP PF""MOISTOP" SEALANT6""FORTIFLASH" O/WDW FLANGE- APPLYAFTER FIRST LAYERJAMB FLASHINGAPPLY 9" "MOISTOP E-ZSEAL" AFTER 2NDLAYER JAMB FLASHINGBUILDING PAPERWINDOW FLANGE O/MOISTOP SEALANTAFTER JAMB FLASHINGWINDOW FLANGE O/MOISTOP SEALANTGSM DRIP CAP (SEEELEVATIONS FOR TRIMCONDITION)557691053110WINDOW SILL FLASHING WINDOW JAMB FLASHINGREFER TO FORTIFIBER'S WRITTEN INSTRUCTIONSAND ASTM E2112 FOR FURTHER INFORMATION.ATTACH WINDOW &WINDOW HEAD FLASHINGSEALANT5.FOR NAIL ON FLANGE FIXTURES INSTALL BYPRESSING FLANGE POSITIVELY INTO ACONTINUOUS BEAD OF SEALANT WHICHEXTENDS AROUND ALL SIDES OF THE FIXTURE.WIPE OFF EXCESS SEALANT.6.SEAL ANY EXPOSED SCREW HEADS IN WINDOWFRAME HEAD WITH MOISTOP SEALANT. NAIL GSMDRIP CAP OVER WINDOW FLANGE @ STUCCOCONDITION. THE GSM DRIP CAP SHALL EXTEND3/4" PAST THE WINDOW JAMB ON EACH SIDE.7.APPLY FIRST HORIZONTAL HEAD FLASHING (6"FORTIFLASH 25) WITH SUFFICIENT LENGTH TOEXTEND BEYOND JAMB FLASHINGS.8.PRESS ONTO FLANGE W/ ROLLER TO REMOVEALL VOIDS.6" LAP4" LAP6"3"9" N.T.S.1/4" WROUGHT IRONDESIGN2'-0"2'-0"1'-0"1'-0"R 11 1/2"CLTYP.1/4"3 1/2"1'-0"1'-0"METAL PANEL ABOVE, SEE & ELEVATIONSCMU BELOW, SEE& ELEVATIONSTYP.1/4"/11A9.3/11A9.3R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:17 AMA9.3ARCHITECTURAL OPENING DETAILS FOR:SCALE: 3" = 1'-0"1THRESHOLD 1SCALE: 3" = 1'-0"2DOOR HEAD AT CMU - JAMB SIM.SCALE: 3" = 1'-0"3TRANSOMSCALE: 3" = 1'-0"4THRESHOLD 2SCALE: 3" = 1'-0"5DOOR HEAD TYPE 2SCALE: 3" = 1'-0"6WINDOW HEAD AT CMU - JAMB SIM.SCALE: 3" = 1'-0"10FRAMED OPENING HEAD - JAMB & SILL SIM.SCALE: 3" = 1'-0"11DECORATIVE METAL AND METAL PANELSSCALE: 1 1/2" = 1'-0"STD. WINDOW INSTALLATION + OPENING FLASHING12SCALE: 1 1/2" = 1'-0"13DECORATIVE METAL340 0 0 0 0 0 0 0 0 0 SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 ----77 --I 11 11 I C. . AHLIN -1, 11 11 11 11 11 11 11 r-: ~ - -I. ~ ! I;, / I;, ~ ------'s---------=--i ---1-' I .. -.. I;, -I, ---r ., .. -·-~·-:~ •' ,, , -:• .. □'--------~□ HARDSCAPE, S.L.D.SEALANT O/ COMP. FILL.WATERPROOFINGCMU-2 FINISH & JOINTS,SEE A7.2 & TECHNICALSPEC'S.CMU-1 FINISH & JOINTS,SEE A7.2 & TECHNICALSPEC'S.EPX-1 FLOOR & BASEFINISH, SEE TECHNICALSPEC'S.BLDG. SLAB, S.S.D.VAPOR RETARDER,SEE TECHNICALSPEC'S.CMUWALL,S.S.D.SLOPE1/4" / 1'-0"SLOPE PERPLANFOOTING, S.S.D.CMU-2 FINISH & JOINTS,SEE A7.2 & TECHNICALSPEC'S.CMU-1 FINISH & JOINTS,SEE 12/A9.2, A7.2 &TECHNICAL SPEC'S.EPX-1 FLOOR & BASEFINISH, SEE TECHNICALSPEC'S.BLDG. SLAB, S.S.D.CMUWALL,S.S.D.EXTERIORINTERIORFINISH GRADE,S.L.D.SLOPE PERPLANVAPOR RETARDERFOOTING, S.S.D.CMU-2 FINISH & JOINTS,SEE A7.2 & TECHNICALSPEC'S.EPX-1 FLOOR & BASEFINISH, SEE TECHNICALSPEC'S.BLDG. SLAB, S.S.D.VAPOR RETARDERCMUWALL,S.S.D.SLOPEPER PLANINTERIORINTERIORSLOPEPER PLANCMU-1 FINISH & JOINTS,SEE 12/A9.2, A7.2 &TECHNICAL SPEC'S.HARDSCAPE, S.L.D.CMUWALL,S.S.D.SLOPE1/4" / 1'-0"SLOPE1/4" / 1'-0"FOOTING, S.S.D.EXTERIOREXTERIORVAPOR RETARDERSEALANT O/ COMP. FILL,TYP.CONCRETE SLAB,S.S.D.DECK DRAIN 2614 BYJAY R. SMITH MFR. CO.OR EQUAL, S.P.D.VAPOR RETARDERAND/OR WATERPROOFINGUNDERLAYMENT WHEREOCCURS, SEE WATER-PROOFING DRAWINGSSLOPE TO DRAIN,SEE PLANSCMU-1 FINISH TYP., SEE12/A9.2, A7.2 &TECHNICAL SPEC'S.CMU, S.S.D.CHAMFERED CORNERS,TYP. SEE DETAIL 9/A9.51'-6"6"3'-0"6"1'-6"4"1'-0"4"1'-2"1'-6"2'-10"CAST-IN-PLACECONCRETE, S.S.D.HARDSCAPE, S.L.D.FOOTING, S.S.D.6"1/2" CHAMFER - ALL EDGESOF CONCRETE TABLES,HEARTH, AND BENCHES1"X1" HORIZONTAL VOID(SKATE DETERRENT).LOCATE 3'-0" O.C. ALONGTOP OF CAST-IN-PLACECONCRETE TABLES,HEARTH, AND BENCHES.SEE/11A9.4CMU-1 FINISH TYP., SEE12/A9.2, A7.2 &TECHNICAL SPEC'S.CHAMFERED CORNERS,TYP. SEE DETAILCAST-IN-PLACECONCRETE, S.S.D.HARDSCAPE, S.L.D.FOOTING, S.S.D.CMU, S.S.D.1'-6"1'-0"4"1'-2"1'-8"4"FIREPLACE BEYOND, SEE A5.2 FOR MORE INFORMATION/9A9.410 1/2"3'-0"3'-0"10 1/2"5 1/2"3'-0"3'-0"3'-0"3'-0"1'-6 1/2"H.S.S. COLUMN ,S.S.D.2'-9"3'-0"2'-9"1'-9"3'-0"1'-9"R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:20 AMA9.4ARCHITECTURAL FLOOR & CMU DETAILSFOR:SCALE: 1 1/2" = 1'-0"1CURB 1SCALE: 1 1/2" = 1'-0"2CURB 2SCALE: 1 1/2" = 1'-0"3CURB 3SCALE: 1 1/2" = 1'-0"4CURB 4SCALE: 1 1/2" = 1'-0"5FLOOR DRAINSCALE: 1" = 1'-0"CONCRETE TABLE & BENCHES7SCALE: 1" = 1'-0"9SKATE DETERRENT FEATURES @ CONCRETESCALE: N.T.S.SCALE: 1" = 1'-0"8CONCRETE HEARTH & BENCHES AT FIREPLACESCALE: 1/4" = 1'-0"11SKATE DETERRENT SPACING AT CONCRETECONCRETE TABLES / BENCHESCONCRETE HEARTH/BENCHS35SCHMIDT DESIGN G ROUPt INC. BALANCING ARTIS ,.. WIIH ENVll{0NMET~l-:-AE/fERi:SS_ION IN DESIGN N$111VITY 1111 Sixth A"·enue 5 -I , u1te 500 San o· te ephone {6,9} 236_1 62 f . . tego, CA 92101 ww-w.schmidtdesign.cim acs1mile {619} 236-8792 Lie. c,cr, 2iJ& 'NV 219, AZ 34139 r 7 • . " . ' " " . . . . " " " 7 I ,-'' rl II--,.., --' I. Hr I I I I I I 101 I I ·-·-. --'I<--.__ _ _;;·-_;_~ I I tJ r .. --. 111 --, t • -I 1,--.;_I --' I,. " . I . --'· '' l ,, • . DAHLIN grou: , _, • \ /-1:-:7' . .,__ ' " .. -,"--, I/ / ,_ ___ JI i ;/· 'T-----~.-,_ ·----------JI_Y-. l j ; , ' . . . V .; .. <!•,•••·••• ; .. •f •.. , .-. " . ~ . . . ~ _/I/ ' --\ . -· IX • t, ,, ·:_-. JXJ--lf-------ia:. IYI--•----. I D D I CMU WALL, S.S.D.DECORATIVE CUSTOM CHIMNEY SCREEN,16 GA. METAL WITH G-90 GALV. FINISHWITH MFR. APPLIED 2-COAT KYNAR PAINT.G.S.M. FLASHING, PAINTED - NOPENETRATIONS ON TOP SURFACEUPDRAFT POWER VENTCHIMNEY CAP PATTERN DETAIL - ELEVATION VIEW3'-4"1"1'-7"1"1'-7"1/2"CL1 1/2"1 1/2"3/4"7'-0"3'-4 1/4"3'-4 1/4"HALF OF CHIMNEY CAPEDGE OF CHIMNEYEQEQEQEQEQEQEQEQEQEQ1"6"1"1 1/2"1 1/2"1'-3"MIRROR LINE6"1'-6"4"2'-3 1/2"CLR4"1/2"NOTE: MAINTAIN 4" CLEARANCE FOR AIR SUPPLY TO THEMOTOR COOLING PIPES, VERIFY ALL REQ'D CLEARANCESWITH MANUFACTURERTHE POWER VENT TOP TO BE 1/2" ABOVETHE SCREEN TOP EDGEEQEQEQEQEQSHORT END OF CHIMNEY CAP1'-4"2'-8"1".1"1 1/2"1 1/2"2'-5"EDGE OF CHIMNEY1"6"1"3"3"6"1 1/2"1 1/2"1'-3"6"* VERIFY MIN.DIMENSIONS W/FIREPLACE MFR.NON-COMBUSTIBLESPACERS BY FIREPLACEMFR., OR EQUAL,SPACED APROX. ASSHOWNHOLE FOR CHASE0.018" MIN. G.S.M. CHASEFLASHING CAPSLOPE 1/4"/12" MIN.SEE PLAN*SEE PLAN*T.O. RIM0999T232.dwgCOUNTER TOPINSULATE PIPES, TYP.CABINET DOORS TO OPEN 180°2'-10"6"MIN. CLR.9"MIN. CLR.2'-3"8"DOOR & KICK TO SWING FREE &CLEAR OF FLOOR, 180 DEG.PROVIDE CABINET LINER TOPROTECT FROM PIPESSINKROLL-UP DOORTRACKCMU WALL, S.S.D.14 GA. SST. TOPW/ 3/8" RADIUSEDFLAT EDGE, TYP.EXTERIORINTERIOR3"X1 1/2" SST.CHANNELFRAME14 GA.SST.SHELFSST. CAPCMU WALL, S.S.D.DOOR COVER, INSTALLPER MFR. TECHNICALSPEC'S.EXTERIORINTERIORDOOR BOTTOM BARDOOR TRACKCMU WALL, S.S.D.ATTACH DOOR PER MFR.EXTERIORINTERIORROLL UP DOOR4" CAST-IN-PLACECONCRETE BENCH.TOP OF BENCH TOALIGN WITH CMUJOINT AT +16" A.F.F.FLOOR,SEECMU WALL,SEE1'-0"4"1'-4"/3A9.47 1/2"CMU WALL, SEE 1/A9.2SEALANT W/ GROUTBELOWEPX-1 FLOOR &BASE FINISH,SEE TECHNICALSPEC'S.1'-10"/7A9.4FOR FRAMING S.S.D.HOLLOW METAL FRAMEPRIMED & PAINTED3 ANCHORS (MIN.) EA.JAMB, 1 AT BTM. FORPAIR DOORS ADD 2ANCHORS AT HEADSMOKE GASKETWHERE OCCURSDOOR SEE PLANS1/8"9/16"1 7/8"1 9/16"1 9/16" AT 1 3/8" DOORS1 15/16" AT 1 3/4" DOORSVARIESEXTERIORATTIC1'-7 1/2"1'-11"1 1/2"1'-4 1/2"1 1/2"TYP.1"CL8 1/2"6"8 1/2"NOTES:•DOOR PANEL DETAIL TYPICAL OF 4 PANELS PERSIDE, EXCEPT HANDLE ONLY ON MIDDLE TWO•FIREPLACE DOORS TO BE LOCKABLE WHEN CLOSED& HAVE LATCHES TO HOLD DOORS OPEN.HANDLE1 1/2"1'-8"1 1/2"CL3 1/2"R 8"1 1/2"R EN.DREWJ.GLLA AMAR.312017G NAH E R LICENSEDARCHITE C T FCIFOS T EOALRNIA TANO. C-26962EB, PRJS539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E. EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATEJOHN EDWARD MAASHOFF491-3460486J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2016.rvt9/14/2016 10:56:23 AMA9.5ARCHITECTURAL DETAILS FOR:SCALE: 1 1/2" = 1'-0"CHIMNEY CAP11SCALE: 1" = 1'-0"9CHIMNEY SPACER LOCATIONSCALE: 1" = 1'-0"6BASE CABINET AT SINKSCALE: 1 1/2" = 1'-0"4COUNTER AT ROLL-UP DOORSCALE: 1 1/2" = 1'-0"8ROLL-UP DOOR AT HEADSCALE: 3" = 1'-0"7ROLL-UP DOOR AT JAMBSCALE: 1 1/2" = 1'-0"5BENCHSCALE: 3" = 1'-0"10DOOR HEAD AT CEILINGSCALE: 1" = 1'-0"13FIREPLACE - DOOR PANEL DETAIL36\, • ' ,, . ~ v-' :/ - -I I I ,I I ~ ,, , • ( / I ' _--' . -. . -· . ._-• -' I I -· ----. ----·-'• -. I I ,_ .. --• . I I -. ·,4•; -. --SCHMIDT DESIGN GROUP, INC. BALANCING ARTISTIC EXPRtSSION IN DESIGN WIIH ENVll{QNMEl\'TAL $EN$1-IIVITY 1111 Sixth A"·enue, Suite 500, San Diego, CA 92101 tetephone {619} 236-1462 facsimile {619} 236-8792 WWoN.schm idtdesign.com Lie. C,tr, 2138, NV 219, AZ 34139 ,, • ~ I, N -I I I ,, / I/ -,. ---·:_,11> . I> ~ ~ ; > ,, -. ---·• . I/ >> . .-" I/ ' ·-> " -·,• > --a ' > '> . "· : .. -.. . > ·----. . I/ .,, . . ,_ 7 I I AHLIN □--l ~ ,,~~------------------,,,.--..,:· :_ .4· . ~· .. ....... ---... , , \ I \ I \ f I I J ~ I\ \ ' ' I I , --------------H L. - --__ j __ _ --, I I j" L --r------,,---J '\,\ r----------,-,, I I I . I / V I ·_ " > I I ' . I' I' . ,. " " l I □~--□ I -~J I I - tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:56:23 AMS1.1 GENERAL STRUCTURAL NOTES FOR: 37 STRUCTURAL-GENERAL NOTES GENERAL REQUIREMENTS GOVERNING CODE: The design and construction of this project is governed by the "California Building Code (CBC)" 2013 Edition, hereafter referred to as the CBC, as adopted and modified by the City of Carls- bad, CA to be the Authority Having Jurisdiction (AHJ). REFERENCE STANDARDS Refer to Chapter 35 of 2013 CBC. Where other Standards are noted in the drawings, use the latest edition of the standard unless a specific date is indicated. Reference to a specific section in a code does not relieve the contractor from compliance with the entire standard. DEFINITIONS: The following definitions cover the meanings of certain terms used in these notes "Architect/Engineer" -The Architect of Record and the Structural Engineer of Record • "Structural Engineer of Record" (SER) -The structural engineer who is licensed to stamp & sign the structural documents for the project. The SER is responsible for the design of the Primary Structural System. • "Submit for review" -Submit to the Architect/Engineer for review prior to fabrication or construction. • "Per Plan" -Indicates references to the structural plans, elevations and structural general notes. SPECIFICATIONS: Refer to the project specifications issued as part of the contract documents for infor- mation supplemental to these drawings OTHER DRAWINGS: Refer to the architectural, mechanical, electrical, civil and plumbing drawings for addi- tional information including but not limited to: dimensions, elevations, slopes, door and window openings, non-bearing walls, finishes, drains, waterproofing, railings, curbs, depressions, mechanical unit locations, and other nonstructural items STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work. Use entire detail sheets and specific details referenced in the plans as "typical" wherever they apply Similarly, use details on entire sheets with ·typical" in the name wherever they apply_ STRUCTURAL RESPONSIBILITIES: The structural engineer (SER) is responsible for the strength and sta- bility of the primary structure in its completed form. COORDINATION: The Contractor is responsible for coordinating details and accuracy of the work: for con- firming and correlating all quantities and dimensions; for selecting fabrication processes; for techniques of assembly; and for peliorming work in a safe and secure manner. MEANS METHODS and SAFETY REQUIREMENTS: The contractor is responsible for the means and meth- ods of construction and all job related safety standards such as OSHA and DOSH (Department of Occupa- tional Safety and Health) TEMPORARY SHORING BRACING: The contractor is responsible for the strength and stability of the struc- ture during construction and shall provide temporary shoring, bracing and other elements required to main- tain stability until the structure is complete. It is the contractor's responsibility to be familiar with the work re- quired in the construction documents and the requirements for executing it properly CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as noted in DESIGN CRITERIA & LOADS below or the capacity of partially completed construction as deter- mined by the Contractor's SSE for Bracing/Shoring CHANGES IN LOADING: The contractor has the responsibility to notify the SER of any architectural, me- chanical, electrical, or plumbing load imposed onto the structure that differs from, or that is not documented on the original Contract Documents (architectural/ structural/ mechanical/ electrical or plumbing drawings) Provide documentation of location, load, size and anchorage of all undocumented loads in excess of 400 pounds Provide marked-up structural plan indicating locations of any new equipment or loads_ Submit plans to the Architect/Engineer for review prior to installation NOTE PRIORITIES: Plan and detail notes and specific loading data provided on individual plans and detail drawings supplements information in the Structural General Notes DISCREPANCIES: In case of discrepancies between the General Notes, Specifications, Plans/Details or Reference Standards, the Architect/Engineer shall determine which shall govern. Discrepancies shall be brought to the attention of the Architect/Engineer before proceeding with the work. Should any discrepancy be found in the Contract Documents, the Contractor will be deemed to have included in the price the most expensive way of completing the work, unless prior to the submission of the price, the Contractor asks for a decision from the Architect as to which shall govern. Accordingly, any conflict in or betvveen the Contract Documents shall not be a basis for adjustment in the Contract Price SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between the drawings and actual site conditions shall be brought to the attention of the Architect/Engineer before pro- ceeding with the work ADJACENT UTILITIES: The contractor shall determine the location of all adjacent underground utilities prior to earthwork, foundations, and excavation. Any utility information shown on the drawings and details is ap- proximate and not necessarily complete. ALTERNATES: Alternate products of similar strength, nature and form for specified items may be submitted with adequate technical documentation (proper test report, etc.) to the Architect/Engineer for review. Alter- nate materials that are submitted without adequate technical documentation or that significantly deviate from the design intent of materials specified may be returned without review. Alternates that require substantial effort to review will not be reviewed unless authorized by the Owner DESIGN CRITERIA AND LOADS OCCUPANCY: I Risk Category of Bu1ld1ng per 2013 CBC Table 1604.5 = II WIND DESIGN MAIN WIND FORCE RESISTING SYSTEM Ultimate Design Wind Speed, VuLT (MPH) 110 Exposure Category B Internal Pressure Coefficient Cpi = +/-0.18 Topographic Factor Kzt = 1 0 Wind Analysis procedure used: Directional COMPONENT & CLADDING PRESSURES for DESIGN PSF (Ultimate) Wall Cladding, Typical Zone 30 Wall Cladding, Edge Zone within 10 feet of corners 35 Roof Cladding, Middle Zone 20 Roof Cladding, Edge Zone within 1 O feet of edge 45 Roof Cladding, Corner Zone within 10 feet of corners 65 Uplift Load Net 5 SEISMIC Seismic Design Category SDC = D DESIGN: Basic Structural System Bearing Wall Seismic Force Resisting System Special Reinf CMU Shear Walls Response Modification Factor R= 5 System Over strength Factor Omega= 2.5 Deflection Amplification Factor Cd= 3.5 Site Classification per CBC 1613.3.2 & ASCE 7-10, Ch. 20 Site Class= D Seismic Importance Factor per ASCE 7-10 Table 1.5-2 le= 1.0 Spectral Response Acceleration (Short Period) Ss = 1 082 Spectral Response Acceleration (1-Second Period) S1 = 0.417 Spectral Design Response Coefficient (Short Period) s[)S::: 0.770 g Spectral Design Response Coefficient (1-Second Period) S0 = 0.440 g Seismic response coefficient(s) Cs= 0.154 Redundancy Factor (North/South Direction) N/S rho= 1.0 Redundancy Factor (East/ West Direction) E/W rho= 1.0 Seismic Analysis procedure used Equivalent Lateral Force (ELF) DESIGN LIVE AREA LIVE LOADS REMARKS & FOOT- LOADS [PSF) UNO NOTES Loads listed below are for miscellaneous items Handrails & Pedestrian Guardrails 50 PLF or I 1 ! 200 LB Roofs 20 PSF or 300 Area load is reducible. LB Point load per note (2), See above for Snow Load (1) Top rail shall be designed to resist 50 PLF line load or 200 lb point load applied in any direction at any point. Intermediate rails (all those except the handrail), balusters and panel fillers shall be designed to withstand a horizontally applied normal load of 50 LB on an area not to exceed 1 ft square. These three loads are to be considered separately with worst case used for design. (2) Place 300 lb concentrated load over 2"x2" area at any point to produce maximum stress Area load and concentrated load are to be considered separately with worst case used for design. SUBMITTALS SUBMIT FOR REVIEW: SUBMITTALS of shop drawings, and product data are required for items noted in the individual materials sections. SUBMITTAL REVIEW PERIOD: Submittals shall be made in time to provide a minimum of TWO WEEKS or 10 WORKING DAYS for review by the Architect/Engineer prior to the onset of fabrication GENERAL CONTRACTOR'S PRIOR REVIEW: Prior to submission to the Architect/Engineer, the Contractor shall review the submittal for completeness. Dimensions and quantities are not reviewed by the SER, and therefore, must be verified by the General Contractor. Contractor shall provide any necessary dimensional details requested by the Detailer and provide the Contractor's review stamp and signature before forwarding to the Architect/Engineer. SHOP DRAWING REVIEW: Once the contractor has completed his review, the SER will review the submittal for general conformance with the design concept and the contract documents of the building and will stamp the submittal accordingly. Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications, nor departures there from. The SER will return submit- tals in the form they are submitted in (either hard copy or electronic). For hard copy submittals, the contrac- tor is responsible for submitting the required number of copies to the SER for review. SHOP DRAWING DEVIATIONS: When shop drawings (component design drawings) differ from or add to the requirements of the structural drawings they shall be designed and stamped by the responsible SSE. INSPECTIONS, QUALITY ASSURANCE VERIFICATIONS AND TEST REQUIREMENTS INSPECTIONS: Foundations, footings, under slab systems and framing are subject to inspection by the Building Official in accordance with CBC 110.3 Contractor shall coordinate all required inspections with the Building Official SPECIAL INSPECTIONS VERIFICATIONS and TESTS: Special Inspections, Verifications and Testing shall be done in accordance with CBC Chapter 17 and the STATEMENT OF SPECIAL INSPECTIONS here- in per CBC Sections 1704 and 1705 as applicable. SPECIAL INSPECTION AGENCY and SPECIAL INSPECTORS Owner shall retain an ·'approved agency" per CBC 1703 to provide Special Inspections for the project. Special Inspectors shall be qualified persons per CBC 1704.2.1. STATEMENT OF SPECIAL INSPECTIONS Special Inspections and Testing per CBC Sections 1704 and 1705 are required for the following: FABRICATION SHOP INSPECTION: Where off-site Fabrication of gravity LOAD BEARING MEMBERS & ASSEMBLIES is peliormed, Special Inspector shall verify that the fabricator complies with CBC 17042 5 SOILS & FOUNDATION CONSTRUCTION per CBC Section 1705 6 • Periodic inspection of soils earthwork per Table 1705.6 is required for· o Footing soil bearing surfaces prior to placing any reinforcing steel o Excavation depth and bearing layer prior to placing any reinforcing steel. o Compacted fill material classification. o Subgrade preparation prior to filling. • Continuous inspection per Table 1705.6 required for o Filling operations to satisfy requirements of CBC Table 1705.6 and the geotechnical report listed under SOILS & FOUNDATIONS section. o Compacted fill density testing of each lift, proper lift thickness and material classification. CONCRETE CONSTRUCTION per CBC Section 1705.3 and Table 1705.3 including: Special Inspection exempted for Concrete elements designed with f'c =2500 psi. DCI EnGlnEERS • • STRUCTURAL MASONRY per CBC Section 1705.4 and 1705.12 LEVEL B-MASONRY CONSTRUCTION per TMS 402-11/ACI 530-11/ASCE 6-11 Section 1.19.2 • Periodic inspection required for Size, grade, placement and type of reinforcing steel and connectors Proportions of site-prepared mortar Construction of mortar joints Cleanliness of grout space prior to grouting Cleanout size and spacing if cleanouts are required for high-lift grouting Size and location of structural elements Type, size, and location of anchors, including other details of anchorage of masonry to struc- tural members, frames, or other construction Protection of masonry during cold weather (temp. below 40 degrees F) Protection of masonry during hot weather (temp above 90 degrees F) Compliance with required inspection provisions of the construction documents and the ap- proved submittals. • Continuous inspection required during/for the Continuous inspection of welding of reinforcing bars STRUCTURAL STEEL per CBC 1704.2.5.1 A qualified Special Inspector of an "approved agency" providing Quality Assurance (QA) Special Inspec- tions for the project shall review and confirm the Fabricator and Erector's Quality Control (QC) proce- dures for completeness and adequacy relative to AISC 360-10 Chapter N, the AISC 303 Code of Stand- ard Practice, AWS D1.1-2010 Structural Welding Code, and 2013 CBC code requirements for the fabri- cator's scope of work. c QA Agency providing Special Inspections shall provide personnel meeting the minimum qualification requirements for Inspection and Nondestructive Testing NOT per AISC 360-10 Section N4. Verify Fabricator and Erector Quality Control Program per AISC 360-10 Section N2 Visual Welding Inspection of welds by both QC and QA personnel shall be per tables listed in AISC 360 Section NS. Inspection Tasks for Welding • Prior to Welding per AISC 360-10 Table N5.4-1. • During Welding per AISC 360-10 Table N5.4-2. • After Welding per AISC 360-10 Table N5.4-3 :.:;. Nondestructive Testing (NDT) of welds: • Nan-Destructive Testing (NDT) of welded joints per AISC 360-10 N.5. • Risk Category for determination of extent of NDT per AISC 360 N5.5b is noted in the Design Criteria and Loads section of these General Requirements. • NDT peliormed shall be documented and reports shall identify the tested weld by piece mark and location in the piece • For field work, the NDT report shall identify the tested weld by location in the struc- ture, piece mark and location in the piece. Inspection Tasks for Bolting per AISC 360-10 Section N5.6 • Prior to Bolting per AISC 360-10 Table N5.6-1 Not required for snug-tight joints • During Bolting per AISC 360-10 Table N5.6-2. Not required for snug-tight joints. • After Bolting per AISC 360-10 Table N5.6-3. c Additional Inspection tasks per AISC 360-10 Section N5.7. WOOD CONSTRUCTION per CBC Section 17055 & 1705112· • Periodic inspection required for verification of Shear Walls: Anchor Bolts, Hold-downs (HD) and Continuous Rod Tie-Down Systems (TDS) including squash blocks. LPT shear connectors, strap connectors, boundary edge nailing, plate nailing and panel edge shear nailing for size & spacing Diaphragms: blocking strap connections, boundary edge and panel shear nailing size & spacing. c Moisture content of wood studs, plates, beams and joists. Proper bottom plates sizes (2x and 3x) and plate washers. POST-INSTALLED ANCHORS TO CONCRETE AND MASONRY: shall comply with CBC Section 1703. Inspections shall be in accordance with the requirements set forth in the approved ICC Evaluation Re- port and as indicated by the design requirements specified on the drawings. Refer to the POST IN- STALLED ANCHORS section of these notes for anchors that are the basis of the design. Special inspec- tor shall verify anchors are as specified in the POST INSTALLED ANCHORS section of these notes or as otherwise specified on the drawings. Substitutions require approval by the SER and require substanti- ating calculations and current 2013 CBC recognized ICC Evaluation Services (ES) Report Special In- spector shall document in their Special Inspection Report compliance with each of the elements required within the applicable ICC Evaluation Services (ES) Report. INSPECTION SUBMITTALS: Special inspection reports shall be provided on a weekly basis Final special inspection reports will be required by each special inspection firm per CBC 1704.2.4. Submit copies of all inspection reports to the Architect/Engineer and the Authority Having Jurisdiction for review STRUCTURAL OBSERVATION: Structural Observation shall be provided for structures classified as Seis- mic Design Category D, E and F in accordance with CBC Section 1704.5 and Section 107.3.4. Structural observation site visits will be as follows: during foundation installation, during CMU wall construction, during roof framing and after roof diaphragm is complete prior to roofing. Contractor shall notify the SER in a timely manner to allow scheduled Observations to occur. Field (Observation) Reports will be distributed to the Ar- chitect, the Contractor, Special Inspector and the Authority Having Jurisdiction. CONTRACTOR RESPONSIBILITY: Prior to issuance of the building permit. u,e Contractor is required to provide the Authority Having Jurisdiction a signed, written acknowledgement of the Contractor's responsibili- ties associated with the above Statement of Special Inspections addressing the requirements listed in CBC Section 1704.4. Contractor is referred to CBC Sections 1705.11.5 and 1705.11.6 for architectural and MEP building systems that may be subject to additional inspections (based on the building's designated Seismic Design Category listed in the CRITERIA), including anchorage of HVAC ductwork containing hazardous ma- terials, piping systems and mechanical units containing flammable, combustible or highly toxic materials, electrical equipment used for emergency or standby power, exterior wall panels and suspended ceiling sys- tems PREFABRICATED CONSTRUCTION: All prefabricated construction shall conform to CBC Section 1703. SOILS AND FOUNDATIONS REFERENCE STANDARDS: Conform to CBC Chapter 18 "Soils and Foundations." GEOTECHNICAL REPORT: Recommendations contained in Revised Final Soils Investigation Report Pro- posed Aviara Community Park Expansion Job No. G2015012-1 by K2 Engineering, Inc. dated November 19, 2015 were used for design. FOR PE RM IT n... ~-~~ b"tubmls'llon T.O ~ I~~ autN)ritv lc,r~ ni. ~tnlllr«UN tt,- d~ f« 00(1ll'lndial1 ~ ~ ~.....m-i~ IOI" IIICI in~" by lt-JlfflC-.mJ. hMi11alllhority mid Del Er(giillll("II, CONTRACTOR'S RESPONSIBILITIES: Contractor shall be responsible to review the Geotechnical Report and shall follow the recommendations specified therein including, but not limited to. subgrade preparations, pile installation procedures, ground water management and steep slope Best Management Practices." GEOTECHNICAL SUBGRADE INSPECTION The Geotechnical Engineer shall inspect all sub-grades and prepared soil bearing surfaces, prior to placement of foundation reinforcing steel and concrete. Geotechnical Engineers shall provide a letter to the owner stating that soils are adequate to support the "Allowable Foun- dation Bearing Pressure(s)" shown below DESIGN SOIL VALUES: Allowable Foundation Bearing Pressure .. Allowable Foundation Bearing Pressure_ Passive Lateral Pressure .. Active Lateral Pressure (unrestrained) Active Lateral Pressure (restrained) Coefficient of Sliding Friction 4000 5333 350 40 58 0.35 PSF -Native PSF -Wind/Seismic PSF/FT PSF/FT PSF/FT FOUNDATIONS and FOOTINGS: Foundations shall bear on undisturbed formational materials per the ge- otechnical report. Exterior perimeter footings shall bear not less than 24 inches below finish grade unless otherwise specified by the geotechnical engineer and/or the building official FOOTING DEPTH: Tops of footings shall be as shown on plans with vertical changes as indicated with steps in the footings; locations of steps shown as approximate and shall be coordinated with the civil grading plans to ensure that the exterior perimeter footings bear no less than 24 inches below finish grade, or as oth- ervVise indicated by the geotechnical engineer or building official SLABS-ON-GRADE: All slabs-on-grade shall bear on undisturbed formational materials per the geotechnical report. All moisture sensitive slabs-on-grade or those subject to receive moisture sensitive coatings/covering shall be provided with an appropriate capillary break and vapor barrier/retardant over the subgrade prepared and installed as noted in the geotechnical report, barrier manufacturer's written recommendations and coor- dinated with the finishes specified by the Architect. CAST-IN-PLACE CONCRETE REFERENCE STANDARDS: Conform to· (1) ACI 301-10 "Specifications for Structural Concrete" (2) CBC Chapter 19 "Concrete' (3) ACI 318-11/31 BR-11 ·'Building Code Requirements for Structural Concrete" (4) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" FIELD REFERENCE: The contractor shall keep a copy of ACI Field Reference manual, SP-15, "Standard Specifications for Structural Concrete (ACI 301) with Selected ACI and ASTM References.'· CONCRETE MIXTURES: Conform to ACI 301 Section 4 'Concrete Mixtures" and CBC Section 1904.2. MATERIALS: Conform to ACI 301 Section 4.2.1 "Materials" for requirements for cementitious materials, ag- gregates, mixing water and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Section 4.1 2. Submit mix designs for each mix in the table below. Substantiating strength results from past tests shall not be older than 24 months per ACI 318 Section 5.3. TABLE OF MIX DESIGN REQUIREMENTS Member Strength Test Age Maximum Exposure Max Air Con-Notes Type/Location fc (psi) (days) Aggregate Class W/C tent (1 to 8 Typical Ratio UNO) Foundations & Slab on 3000 28 1" - - - - Grade Table of Mix Design Requirements Notes (1) WlC Ratio: Water---cementitious material ratios shall be based on the total weight of cementitious ma- terials. Maximum ratios are controlled by strength noted in the Table of Mix Design Requirements and durability requirements given in ACI 318 Section 4_3 (2) Cementitious Materials: a. The use of fly ash, other pozzolans, silica fume, or slag shall conform to ACI 318 Sections 4.3.1 and 4.4.2. Maximum amount of fly ash shall be 25% of total cementitious content unless re- viewed and approved otherwise by SER. b. For concrete used in elevated floors, minimum cementitious-materials content shall conform ta ACI 301 Table 4.2.2.1. Acceptance of lower cement content is contingent on providing support- ing data to the SER for review and acceptance. c. Cementitious materials shall conform to the relevant ASTM standards listed in ACI 318 Section 3.2.1. (3) Air Content Conform to ACI 318 Section 4.4.1. Minimum standards for exposure class are noted in the table. If freezing and thawing class is not noted, air content given is that required by the SER. Tolerance is ±1-½%. Air content shall be measured at point of placement. (4) Aggregates shall conform to ASTM C33. (5) Slump: Conform to ACI 301 Section 4.2.2.2. Slump shall be determined at point of placement. (6) Chloride Content: Conform to ACI 318 Section 4.3.1 (7) Non-chloride accelerator: Non-chloride accelerating admixture may be used in concrete placed at am- bient temperatures below 50cF at the contractor's option. (8) ACI 318, Section 4.2.1 exposure classes shall be assumed to be FO, SO, PO, and CO unless different exposure classes are listed in the Table of Mix Design Requirements that modify these base require- ments. (9) Structural design is based on strength of 2500 psi and therefore does not require special inspection. The 3000 psi compressive strength is specified for serviceability advantages. MEASURING MIXING AND DELIVERY Conform to ACI 301 Section 4.3. HANDLING PLACING. CONSTRUCTING AND CURING: Conform to ACI 301 Section 5. In addition, hot weather concreting shall conform to ACI 305.1-06 and cold weather concreting shall conform to ACI 306.1- 90 CONSTRUCTION JOINTS: Conform to ACI 301 Sections. 2.2.2.5, 5.2.2.1 and 5.3.2.6. Construction joints shall be located and detailed as on the construction drawings. Submit alternate locations per ACI 301 Sec- tion 5.1.2.3a for review and approval by the SER two weeks minimum prior to forming. Use of an acceptable adhesive, surface retardant. portland cement grout or roughening the surface is not required unless specifi- cally noted on the drawings tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:56:33 AMS1.2 GENERAL STRUCTURAL NOTES FOR: 38 EMBEDDED ITEMS: Position and secure in place expansion joint material, anchors and other structural and non-structural embedded items before placing concrete_ Contractor shall refer to mechanical, electrical, plumbing and architectural drawings and coordinate other embedded items GROUT: Use 7000 psi non-shrink grout [under column base plates. GROUT: Consult BASF Building Systems Product Catalog for description of grouts listed below. (I) Bearing Plates and Equipment. Use BASF MASTER FLOW 555 Grout. POST-INSTALLED ANCHORS to CONCRETE: Anchor location, type, diameter and embedment shall be as indicated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post-Installed Anchor Adhesives. Anchors shall be installed and inspected in strict accordance with the applicable ICC- Evaluation Service Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. SHRINKAGE: Conventional concrete slabs will continue to shrink after initial placement and stressing of con- crete. Contractor and subcontractor shall coordinate Jointing and interior material finishes to provide ade- quate tolerance for expected structural frame shrinkage and shall include, but not be limited to: curtain wall, dryvit, storefront, skylight floor finish, and ceiling suppliers. Contact Engineer for expected range of shrink- age. CONCRETE PLACEMENT TOLERANCE· Conform to ACI 117-10 for concrete placement tolerance CONCRETE REINFORCEMENT REFERENCE STANDARDS Conform to (I) ACI 301-10 "Standard Specifications for Structural Concrete". Section 3 "Reinforcement and Rein- forcement Supports." (2) ACI SP-66-04 "ACI Detailing Manual" including ACI 315-99 "Details and Detailing of Concrete Rein- forcement." (3) CRSI MSP-09, 28th Edition, "Manual of Standard Practice." (4) ANSI/AWS D1,4 "Structural Welding Code-Reinforcing Steel," (5) CBC Chapter 19-Concrete, (6) ACI 318-11 ''Building Code Requirements for Structural Concrete." (7) ACI 117-10 "Specifications for Tolerances for Concrete Construction and Materials" SUBMITTALS: Conform to ACI 301 Section 3.1.1 "Submittals, data and drawings." Submit placing drawings showing fabrication dimensions and locations for placement of reinforcement and reinforcement supports MATERIALS Reinforcing Bars Weldable Reinforcing Bars ........ . ASTM A615, Grade 60, deformed bars , ,,,,,,,,,ASTM A706, Grade 60, deformed bars, ASTM A185 ,,,,,,,,,ASTM A497 Smooth Welded Wire Fabric Deformed Welded Wire Fabric .... Bar Supports .. Tie Wire .. ,,,,,,,,,,,,, ,,,,,,, CRSI MSP-09, Chapter 3 "Bar Supports," ..................... 16 gage or heavier, black annealed. Headed Deformed Bars ASTM A970 FABRICATION: Conform to ACI 301, Section 3,2,2, "Fabrication", and ACI SP-66 "ACI Detailing Manual," WELDING: Bars shall not be welded unless authorized. When authorized, conform to ACI 301, Section 3.2.2.2. "Welding", AWS D1 .4, and provide ASTM A706, grade 60 reinforcement PLACING: Conform to ACI 301 Section 33-2 "Placement." Placing tolerances shall conform to ACI 117 CONCRETE COVER: Conform to the following cover requirements unless noted otherwise in the drawings. Concrete cast against earth....... . ........ 3" Concrete exposed to earth or weather ............... 2" Bars in slabs.. . ............. ¾" SPLICES: Conform to ACI 301, Section 3.3.2.7, ''Splices". Refer to "Typical Lap Splice and Development Length Schedule" for typical reinforcement splices. Mechanical connections may be used when approved by the SER FIELD BENDING Conform to ACI 301 Section 3,3,2,8 "Field Bending or Straightening,' Bar sizes #3 through #5 may be field bent cold the first time. Other bars require preheating. Do not twist bars. Bars shall not be bent past 45 degrees. REINFORCED UNIT MASONRY REFERENCE STANDARDS: Conform to: 1) CBC Chapter 21 "Masonry," 2) ACI 530-11/ASCE 5-11/TMS 402-11 "Building Code Requirements for Masonry Structures." Herein referenced as MSJC. 3) ACI 530.1-11/ASCE 6-11/TMS 602-11 "Specification for Masonry Structures." Herein referenced as MSJC, 1, 4) ACI SP-66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Reinforce- ment." 5) ANSI/AWS D1 .4 "Structural Welding Code -Reinforcing Steel." SUBMITTALS: Conform to MSJC.1 Section 1.2. Submit shop drawings for review including: 1) Masonry reinforcement, size, layout, and grade in accordance with plans. 2) Material certificates for all Steel Reinforcing, Anchors, Ties and Metal Accessories certifying compli- ance with required strength, grade and ASTM standards. 3) Certification letters for masonry block and grout mix design certifying compliance with required strength and respective ASTM standards. 4) Mix Designs for each Grout Mix indicating type and proportions of ingredients in compliance of Pro- portion Specification. 5) Location of expansion and control joints. 6) Product Information, ICC ESR Reports and Material Certifications certifying compliance for all non- pre-approved Post-Installed Anchors. STRENGTH: The assumed compressive strength of the masonry assemblage, fm, is 1500 psi based on CBC Section 2105.2.2.1.2 for concrete masonry MATERIALS 1) Concrete Masonry Units: Conform to ASTM C 90, Type-I (moisture controlled), medium weight (approx. 115 PCF) units. Provide 1900 psi compressive strength to achieve masonry assembly strength indicated above under STRENGTH. 2) Mortar: Conform to ASTM C270, Type S, and CBC Section 2103.9 "Mortar." 3) Grout: Conform to ASTM C476 and CBC Section 2103.13 Proportion Specifications Use fine grout except coarse grout may be used where permitted by MSJC Table 1.19.1 4) Reinforcing Bars: Confonn to ASTM A615, Grade 60 deformed bars and CBC Section 2103.14 un- less noted otherwise. Lap Splices shall be as noted on plans. Fabrication shall be in accordance with MSJC.1 Section 2.7 5) Anchors Ties and Accessories: Conform to CBC Section 2103.14 and MSJC.1 Section 2.4D. 6) Water: Shall be clean and potable, 7) Admixtures: Admixtures shall not be used unless approved by SER, 8) Post-Installed Anchors in MASONRY: Reference the POST-INSTALLED ANCHORS section for ap- plicable Post-Installed Anchors to Masonry. 9) Second-Hand Units: Shall not be used unless approved by SER. QUALITY ASSURANCE (Fm=1500 psi): Conform to CBC Section 2""105 "Quality Assurance". 1) Masonry Units: A letter of certification from the manufacturer of the units shall be provided to the SER prior to the delivery of the units to the jobsite to ensure the units comply with the compressive strength specified above and ASTM C 90. 2) Mortar No mortar testing is required, 3) Grout: A letter of certification from the supplier of the grout shall be provided to the SER prior to de- livery of the grout to the jobsite to ensure that the grout complies with ASTM C 4 76 DELIVERY. STORAGE AND HANDLING: Delivery. storage and handling of materials used for masonry con- struction sha 11 be per M SJC.1, Section 1 . 7. SPECIAL INSPECTION: Special Inspections shall be performed per the "TESTS AND INSPECTIONS" sec- tion of the STRUCTURAL GENERAL NOTES, ANCHORS TIES AND CONNECTORS: Masonry anchors, ties and connectors shall be as specified on structural drawings Consult architectural drawings for masonry anchor ties not included on the structural drawings. EMBEDDED ITEMS Embedded Items and Accessories shall be in accordance with MSJC Section 1.15 and installed in accordance with MSJC 1 Section 3.30. Position and Secure in place expansion joint material, anchors and other structural and non-structural embedded items before placing grout. Contractor shall refer to structural, architectural, mechanical, electrical, plumbing, etc_ and coordinate all embedded items POST-INSTALLED ANCHORS to MASONRY: Anchor location, type, diameter and embedment shall be as indicated on drawings. Reference the POST INSTALLED ANCHORS section for applicable Post-Installed Anchor Adhesives. Anchors shall be installed and inspected in strict accordance with the applicable ICC- Evaluation Service Report (ESR). Special inspection shall be per the TESTS and INSPECTIONS section. MASONRY REINFORCING STEEL: Masonry reinforcing shall be as noted on plans and shall be securely placed in accordance with CBC Sections 2104.11, 2106, 2108 and MSJC Section 1.16 Unless otherwise noted on the plans, the minimum wall reinforcement shall be as follows TABLE of MINIMUM REINFORCING Wall Thickness Vertical Bars Running Bond Stack Bond Hori- Horizontal Bars zontal Bars 4" #4@16"0C #4 @32" oc #4 @32"0C 6" #5@24" QC #5 @32" QC #6 @40"0C 8" #5@24" oc (2) #4@ 48" oc (2) #5 @48'0C 12" #6@32" QC (2) #5 @ 48"0C (2) #6 @48'0C Bond beams with horizontal bar or bars shall be provided at 48 inches on center and at all floor and roof lines and at the top of the wall. Provide a bond beam with horizontal bar or bars over all openings, and ex- tend these bars 2'-0" past the opening at each side. Provide a bar or bars vertically for the full height of the wall at each side of openings, wall ends and intersections. Dowels to masonry walls shall be embedded a minimum of 1'-6" or hooked into the supporting structure and be of the same size and spacing as wall rein- forcing. Reinforcing steel shall be as specified under "MATERIALS" Section. Provide corner bars to match the horizontal wall reinforcing at wall intersections. All bars shall be lapped a minimum 48 diameters or 1'-6" minimum unless noted on the plans LINTELS: Reinforced masonry lintels to be installed over all openings unless otherwise indicated on draw- ings. Do not splice reinforcing bars within lintels and maintain 8 inch bearing minimum on each side. Unless otherwise noted on the plans, the minimum reinforcement for lintels in 8" masonry shall be as follows· (1) Openings up to 42 inches wide: (2) #4 at bottom web of 8 inch deep lintel (2) Openings 42 to 78 inches wide: (2) #4 at bottom web of 16 inch deep lintel (3) Openings over 78 inches wide: Reinforce per drawings CONSTRUCTION: Masonry shall be constructed in accordance with CBC Section 2104 "Construction", and MSJC.1 Part 3 ''Execution." BLOCK PATTERN: Use running bond unless noted. For stack bond, follow criteria in MSJC Section 1.11 GROUTED CELLS: Fill §1! cells with grout unless noted otherwise on plans. Minimum grouting spaces and construction shall be in accordance with MSJC Section 1.16 and MSJC.1 Section3.5. GROUT POUR HEIGHT: Grout Pour Height shall not exceed height specified in MSJC.1 Section 3.5C. • Masonry blocks shall be adequately braced to withstand fluid pressures of Grout Pour. see tempo- rary bracing. GROUT LIFTS: Unless otheiwise noted, Grout Lifts and pour height shall not exceed 5ft 4in. Grout Lifts shall not exceed spacing of intermediate reinforced bond beams Grout Lifts exceeding 5ft 4in shall be approved by SER REINFORCING COVER AND CLEARANCE REQUIREMENTS: Unless otherwise noted: Clear distance between parallel bars (and betw-een adjacent pairs of lap spliced bars) shall be equal to the bar adjacent bar diameter (for bars greater than #8), and not less than 1) 1' at 8" and smaller block, 2) 2' at 10" block 3) 3" at 12" block, Clearance (clear space) betw-een the block and the reinforcing shall be: 1) ¼'' at fine grout 2) ½" at course grout. Masonry Cover (including grout and block wall) at masonry face exposed to earth or weather shall be 1) 11/2" minimum 2) 2" for bars #6 and larger, CONTROL AND EXPANSION JOINTS: Reference Drawings for typical details of Masonry Control and Ex- pansion Joints. Location of control and expansion joints shall be approved by SER. Unless otheiwise indi- cated on drawings, install control and expansion joints at the following: m Continuous Walls Vertical joints at the lesser of 1 5 times the wall height or 25 feet on center maxi- mum. DCI EnGlnEERS • • (2} Corners and Intersecting Walls: First vertical joint from the corner at lesser of 1 25 times the wall height or 16 feet (3) Abrupt changes in wall height and wall thickness such as adjacent to columns or pilasters~ TEMPORARY BRACING: Contractor is responsible for all temporary bracing of masonry during construction. Reference "CONTRACTOR RESPONSIBILITIES' section for further information and requirements. POST-INSTALLED ANCHORS (INTO CONCRETE AND MASONRY) REFERENCE STANDARDS: Conform to: 1) CBC Chapter 19 "Concrete" 2) ACI 318-11 "Building Code Requirements for Structural Concrete" 3) CBC Chapter 21 "Masonry" 4) ACI 530-11/ASCE 5-11ITMS402-11 "Building Code Requirements for Masonry Structures" POST-INSTALLED ANCHORS: Install only where specifically shown in the details or allowed by SER All post-Installed anchors types and locations shall be approved by the SER and shall have a current ICC- Evaluation Service Report that provides relevant design values necessary to validate the available strength exceeds the required strengtt, Submit current manufacturer's data and ICC ESR report to SER for approval regardless of whether or not it is a pre-approved anchor. Anchors shall be installed in strict accordance to ICC-ESR and manufacturer's instructions No reinforcing bars shall be damaged during installation of post- installed anchors. Special inspection shall be per the TESTS and INSPECTIONS section. Anchor type, di- ameter and embedment shall be as indicated on drawings 1. ADHESIVE ANCHORS: The following Adhesive-type anchoring systems have been used in the design and shall be used for anchorage to CONCRETE and MASONRY, as applicable and in accordance with corresponding current ICC ESR report. Drilled-in anchor embedment lengths shall be as shown on drawings, or not less than 7 times the anchor nominal diameter (7D). a, HILTI "HIT-HY 200" -ICC ESR-3187 for anchorage to CONCRETE with embedment depth less than or equal to 20 bar diameters b, HILTI "HIT-RE 500 SD" -ICC ESR-2322 for anchorage to CONCRETE with any embed- ment depth] c, SIMPSON "SET-XP" -ICC ESR 2508 for anchorage to CONCRETE, IAPMO 265 for anchorage to MASONRY 2. EXPANSION ANCHORS: The following Expansion type anchors are pre-approved for anchor- age to CONCRETE or MASONRY in accordance with corresponding current ICC ESR report: a, HILTI 'KWIK BOLT TZ" -ICC ESR-1917 for CONCRETE Only b, [HILTI "KWIK BOLT 3 -ICC ESR-1385 for anchorage to MASONRY Only 3. SCREW ANCHORS: The following Screw type anchor is pre-approved for anchorage to CON- CRETE or MASONRY in accordance with corresponding current ICC ESR report: a, SIMPSON 'TITEN HD" -ICC ESR-2713 for CONCRETE Only and ICC ESR-1056 for MASONRY Only] b, HIL Tl "HUS-EZ" -ICC ESR-3027 for anchorage to CONCRETE Only and ICC ESR- 3056 for MASONRY Only STRUCTURAL STEEL REFERENCE STANDARDS: Conform to: 1) CBC Chapter 22 -"Steel" 2) ANSI/Al SC 303-1 O -"Code of Standard Practice for Steel Buildings & Bridges" 3) AISC -"Manual of Steel Construction", Fourteenth Edition {2010) 4) ANSI/Al SC 360-1 O -"Specification for Structural Steel Buildings" 5) AWS 01 .1 :201 D -"Structural Welding Code -Steel" 6) 2009 RCSC -"Specification for Structural Joints using High-Strength Bolts" SUBMITTALS: Submit the following documents to the SER for review (1) SHOP DRAWINGS complying with AISC 360 Sections M1and N3 and AISC 303 Section 4. (2) ERECTION DRAWINGS complying AISC 360 Sections M1and N3 and AISC 303 Section 4, Make copies of the following documents "Available upon Request" to the SER or Owner's Inspection Agency In electronic or printed form prior to fabrication per AISC 360 Section N3.2 requirements: (1) Fabricator's written Quality Control Manual that includes, as a minimum: a. Material Control Procedures b. Inspection Procedures c. Non-conformance Procedures (2) Steel & Anchor Rod suppliers Material Test Reports (MTR's) indicating the compliance with specifi- cations (3:1 Fastener manufacturer's Certification documenting conformance with the specification. (4) Filler metal manufacturer's product data for SMAW, FCAW and GMAW indicating: a. Product specification compliance b. Recommended welding parameters c. Recommended storage and exposure requirements including baking d Limitations of use (5) Weld Procedure Specifications (WPS's) for shop and field welding. (6) Manufacturer's Certificates of Conformance for electrodes, fluxes and gases (welding consumables), (7) Procedure Qualification Records (PQR's) for WP S's ttiat are not prequalified in accordance with AWS, (8) Welding personnel Performance Qualification Records (WPQR) and continuity records conforming to AWS standards, MATERIALS: Structural steel materials shall conform to materials and requirements listed in AISC 360 section A3 includ- ing, but not limited to: Wide Flange (W), Tee 0/'IT) Shapes ASTM A992 Fy = 50 ksi Channel (C) & Angle (L) Shapes,, ,,, ASTM A36 Fy = 36 ksi Structural Plate (PL) ASTM A36 Fy = 36 ksi Hollow Structural Section -Square/Rect (HSS), ASTM A500, Grade B Fy = 46 ksi Structural Pipe, (Pl PE) 12" dia. and less . . .. ASTM A53 Grade B Fy = 35 ksi High Strength, Heavy Hex Structural Bolts... . .. ASTM A325/F1852, Type 1 or 3, Plain Heavy Hex Nuts.. . .. ASTM A563, Grade and Finish per RCSC Table 2.1 Washers (Hardened Flat or Beveled).. . .. ASTM F436, Grade and Finish per RCSC Table 2.1 Anchor Rods (Anchor Bolts, typical) , ,,, ASTM F1554. Gr, 36 Anchor Rods (High Strength),,,,,, ,,, ASTM F1554, Gr, 55 (weldable) per Supplement S1 Welded Headed Stud (WHS) Anchors ,,, ASTM A 108 -NelsonfTRW H4L Dowel Bar Anchors (OBA) ... ASTM A496 -NelsonfTRW D2L, Fy = 70 ksi STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS 1) ASTM A325-N bolts-"threads NOT excluded in the shear plane", 2) High-strength bolted joints have been designed as "BEARING" connections. 3) Provide ASTM Bolt Grade and Type as specified in the Materials section above 4) Provide Washers over outer ply of slotted holes and oversize tioles per RCSC Table 6.1. FOR PE RM IT n... ~ -~ ~ b-tubmls'lion T.o ~ 11.Ndlcdm ~ autN)ritv lc,r~ n,.. ~ tnlll r« UN tt,- d~ f« 00(1ll'lndial1 ~ ~ ~.....m-i~ IOI" IIICI in~" by lt-JlfflC-.mJ. hMi11alllhority mid Del Er(giillll("II, 5) Provide Nut and Washer grades, types and finishes conforming to RCSC specification Table 2.1 6) Provide fastener assemblies from a single supplier. 7) Joint Types shall be' a, ST -"Snug Tight", for typical beam end "shear" connections, unless noted otherwise. 8) Install bolts in joints in accordance with the RCSC Specification Section 8 and Table 4.1. 9) Inspection is per RCSC Section 9. ANCHORAGE to CONCRETE: 1) EMBEDDED STEEL PLATES for Anchorage to Concrete Plates (PL) embedded in concrete with studs (WHS) or dowel bar anchors ( DBA) shall be of the sizes and lengths as indicated on the plans with minimum 1/2" dia WHS x 6" long but provide not less ttian ¾" interior cover or 1 ½" exterior cover to the opposite face of concrete, unless noted athervvise 2) COLUMN ANCHOR RODS and BASE PLATES: All columns (vertical member assemblies weighing over 300 pounds) shall be provided with a minimum of four¾" diameter anchor rods. Column base plates shall be at least¾" thick, unless noted other\Yise. Cast-in-place anchor rods shall be provided unless otherwise approved by the Engineer. Unless noted otherwise, embedment of cast-in-place anchor rods shall be 12 times the anchor diameter (12D) FABRICATION 1) Conform to AISC 360 Section M2 "Fabrication" and AISC 303 Section 6 "Shop Fabrication" 2) Quality Control (QC) shall conform to: WELDING: a AISC 360 Chapter N "Quality Control and Quality Assurance" and b AISC 303 Section 8 "Quality Control", c Fabricator and Erector shall establish and maintain written Quality Control (QC) procedures per AISC 360 section N3, d Fabricator shall perform self-inspections per AISC 360 section N5 to ensure that their work is performed in accordance with Code of Standard Practice, the AISC Specification, Con- tract Documents and the Applicable Building Code. e, QC inspections may be coordinated with Quality Assurance inspections per Section N5.3 where fabricators QA procedures provide the necessary basis far material control, inspec- tion, and control of the workmanship expected by the Special Inspector. 1) Welding shall conform to AWS D1 1 with Prequalified Welding Processes except as modified by AISC 360 section J2. Welders shall be qualified in accordance with AWS D1.1 requirements. 2) Use 70ksi strength, low-hydrogen type electrodes (E7018) or E71T as appropriate for the process selected. 3) Welding of high strength anchor rods is prohibited unless approved by Engineer_ 4) Welding of headed stud anchors shall be in accordance with AWS D1 1 Chapter 7 "Stud Welding". ERECTION 1) Conform to AISC 360 Section M4 "Erectionr, and AISC 303 Section 7 "Erection''. 2) Conform to AISC 360 Chapter N "Quality Control and Quality Assurance" and AISC 303 Section 8, a The Erector shall maintain detailed erection quality control procedures that ensure that the work is performed in accordance with these requirements and the Contract Documents 3) Steel work shall be carried up true and plumb within the limits defined in AISC 303 Section 7.13. 4) High strength bolting shall comply with the RCSC requirements including RCSC Section 7.2 "Required Testing", as applicable and AISC 360 Chapter J, Section M2_5 and Section N5.6 5) Welding of HEADED STUD ANCHORS shall be in accordance with AWS D1 .1 Chapter 7 ·'Stud Welding 6) Provide Headed (Shear) Stud Anchors welded through the metal deck to tops of beams denoted in plans. 7) The contractor shall provide temporary bracing and safety protection required by AISC 360 Section M42 and AISC 303 Section 7 10 and 7 11 PROTECTIVE COATING REQUIREMENTS: 1) SHOP PAINTING: Conform to AISC 360 Section M3 and AISC 303 Section 6,5 unless otherwise specified by the project specifications. 2) INTERIOR STEEL a, Unless noted otherwise, do not paint any of the steel surfaces meeting the following conditions: • Concealed by the interior building finishes. • Fireproofed, • Embedded in concrete, • Specially prepared as a "faying surface" for Type-SC '·slip-critical" connections including bolted connections that form a part of the Seismic Force Resisting System governed by AISC 341 unless the coating conforms to requirements of the RCSC Bolt Specification and is approved by the Engineer • Welded; if area requires painting, do not paint until after weld inspections and non- destructive testing requirement, if any, are satisfied b Interior steel, exposed to view, shall be painted with one coat of shop primer unless otherwise indicated in the project specifications. Field touch-ups to match the finish coat or as othervvise indicated in the project specifications 3) EXTERIOR STEEL: Exposed exterior steel shall be protected by either: a, Paint with an exterior multi-coat system as per the project specifications. Field touch-up painting shall be as per the project specifications b Galvanizing: Unless protected with a paint system, exposed steel (outside the building envelope) shall be hot-dipped galvanized, where noted on the plans or otherwise indicated by the finishes specified by the Architect. Apply field touch-ups per project specifications WOOD FRAMING REFERENCE STANDARDS: Conform to: (1) CBC Chapter 23 'WOOD" (2) NOS -"2013 National Design Specification (NDS) for Wood Construction" (3) ANSI/AF&PA -SDPWA-08: Special Design Provisions for Wind and Seismic (4) APA PDS-04 Plywood Design Spec,ficat,on (5) ANSI/TPI 1-2007 "National Design Standard for Metal-Plate-Connected Wood Truss Construction" (6) BCSI "Guide to Good Practice for Handling, Installing & Bracing of Metal Plated Connected Wood Trusses" (7) TPI DSB "Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses" (8) APA Report TT-045B "Minimum Nail Penetration for Wood Structural Panel Connections Subject to Lateral Loads" IDENTIFICATION: All sawn lumber and pre-manufactured wood products shall be identified by the grade mark or a certificate of inspection issued by the certifying agency S 3 T/FTG = X'-X" 3 DRAWING LEGEND INDICATES WOOD OR STEEL STUD SHEAR WALL POST-TENSION DEAD END (PLAN) POST-TENSION STRESSING END (PLAN) POST-TENSION PROFILE (PLAN) (IN INCHES) DETAILS OR SECTION CUT IN PLAN VIEW (DETAIL NUMBER/SHEET NUMBER) TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL (REFER TO CONNECTION DETAIL) INDICATES CONCRETE COLUMN SYMBOL (REFER TO DIAPHRAGM INDICATES BEARING WALL BELOW INDICATES CONCRETE/TILT-UP CONCRETE WALL INDICATES MASONRY/CMU WALL INDICATES WOOD OR STEEL STUD WALL INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) FOOTING SYMBOL (REFER TO SPREAD FOOTING SCHEDULE) SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) REVISION TRIANGLE TILT-UP/PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT-UP/ PRECAST CONCRETE WALL ELEVATIONS) CMU WALL REINFORCING SYMBOL (REFER TO CMU WALL REINFORCING SCHEDULE) ROOF/FLOOR DIAPHRAGM NAILING ELEVATION SYMBOL (T/ REFERS TO COMPONENT THAT THE ELEVATION REFERENCES) STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF EXCEEDS NUMBER SPECIFIED IN PLAN NOTE) DETAILS OR SECTION CUT (DETAIL NUMBER/SHEET NUMBER) INDICATES LOCATION OF CONCRETE WALLS, SHEAR WALLS OR BRACED FRAME ELEVATIONS SPAN INDICATOR (INDICATES EXTENTS OF FRAMING MEMBERS OR OTHER STRUCTURAL COMPONENTS) INDICATES WIDE FLANGE COLUMN INDICATES BUNDLED STUDS CONTINUITY PLATE LENGTH (REFER TO TYPICAL DETAIL) MARK NAILING SCHEDULE) MARKDESCRIPTION DESCRIPTION INDICATES DIRECTION OF DECK SPAN INDICATES MOMENT FRAME CONNECTION INTERMEDIATE STRESSING (PLAN) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO STUD RAIL DETAILS) STEEL/CONCRETE COLUMN SYMBOL (REFER TO STEEL COLUMN SCHEDULE) INDICATES EXISTING WALL INDICATES DRAG CONNECTION INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE STEEL (TS) COLUMN INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE DOUBLE SHEAR PLATE CONNECTIONS DETAIL) PILE CAP SYMBOL (REFER TO PILE CAP SCHEDULE) INDICATES PRECAST CONCRETE COLUMN F2.0 INDICATES WOOD POST 1P 1 INDICATES CANTILEVER CONNECTION 00 S0.0 1 1 8" 1D SR__ 1 1 C1 XX"xXX" X SX.X X/ SX.X 00TB INDICATES REINFORCING TYPE (REFER TO THE REINFORCING SCHEDULE) 2W4 ABBREVIATIONS THRU Through W Wide THKND Thickened TYP Typical T&G Tongue & Groove UBC Uniform Building Code TRANSV Transverse W/O Without W/ With WWF Welded Wire Fabric WP Working Point WHS Welded Headed Stud ± Plus or Minus UNO Unless Noted Otherwise VERT Vertical TDS Tie Down System TCX Top Chord Extension GEOTECH Geotechnical L Angle BMU Brick Masonry Unit TC AX LD Top Chord Axial Load DB Drop Beam C'SINK Countersink EXP JT Expansion Joint FDN Foundation FD Floor Drain EXT Exterior (E) Existing EXP Expansion EW Each Way EQUIP Equipment EQ Equal FIN Finish ELEV Elevator ELEC Electrical EL Elevation EF Each Face EA Each DWG Drawing DP Depth/Deep DO Ditto DN Down DL Dead Load DIAG Diagonal DF Douglas Fir DEV Development DBL Double DIA Diameter NIC Not In Contract OPP Opposite OPNG Opening OF Outside Face OD Outside Diameter OC On Center NTS Not To Scale OWSJ Open Web Steel Joist OWWJ Open Web Wood Joist PL Plate LONGIT Longitudinal LLV Long Leg Vertical LLH Long Leg Horizontal LL Live Load LF Lineal Foot LSL Laminated Strand Lumber LVL Laminated Veneer Lumber MAS Masonry MISC Miscellaneous MIN Minimum MFR Manufacturer MEZZ Mezzanine MECH Mechanical MAX Maximum CMU Concrete Masonry Unit CJ Construction or Control Joint CJP Complete Joint Penetration CONT Continuous CONST Construction CONN Connection CONC Concrete COL Column CLR Clear CL Centerline CIP Cast in Place C Camber B or BOT Bottom BLKG Blocking BLDG Building BRG Bearing B/ Bottom Of ARCH Architectural ALT Alternate ADDL Additional AB Anchor Bolt k Kips INT Interior IF Inside Face IE Invert Elevation ID Inside Diameter HORIZ Horizontal HD Hold-down HGR Hanger HF Hem-Fir HDR Header GWB Gypsum Wall Board HP High Point GL Glue Laminated Timber GALV Galvanized GA Gage FTG Footing F/Face of SPEC Specification STRUCT Structural STIFF Stiffener STD Standard SST Stainless Steel SF Square Foot SYM Symmetrical T&B Top & Bottom SWWJ Solid Web Wood Joist T/Top Of SQ Square STL Steel PSI Pounds Per Square Inch PSL Parallel Strand Lumber SCHED Schedule RET Retaining REQD Required REINF Reinforcing RD Roof Drain PT Pressure Treated P-T Post-Tensioned SHTHG Sheathing SIM Similar REF Refer/Reference R Radius PSF Pounds per Square Foot PLWD Plywood PP Partial Penetration HSS = TS (Hollow Structural Section) FLR Floor PAF Powder Actuated Fastener BP Baseplate DBA Deformed Bar Anchor DIST Distributed EMBED Embedment FRP Fiberglass Reinforced Plastic KSF Kips Per Square Foot LP Low Point PERP Perpendicular SOG Slab on Grade SR Studrail CTRD Centered IBC International Building Code CB Castellated Beam URM Unreinforced Masonry Unit PC Precast SMF Special Moment Frame STAGG Stagger/Staggered PREFAB Prefabricated T Top BTWN Between THRD Threaded SCB Special Concentric Braced BRBF Buckling Resisting Braced Frame OCBF Ordinary Concentric Braced Frame DEMO Demolish CLG Ceiling ADH Adhesive tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:56:42 AMS1.3 GENERAL STRUCTURAL NOTES FOR: STRUCTURAL SHEET LIST SHEET NUMBER SHEET TITLE S1.1 GENERAL STRUCTURAL NOTES S1.2 GENERAL STRUCTURAL NOTES S1.3 GENERAL STRUCTURAL NOTES S2.1 FOUNDATION PLAN S2.2 ROOF PLAN S3.1 FOUNDATION DETAILS S3.2 FOUNDATION DETAILS S4.1 CMU DETAILS S5.1 WOOD DETAILS S5.2 STRUCTURAL DETAILS S5.3 STRUCTURAL DETAILS 39 MATERIALS: • Sawn Lumber Conform to grading rules of VWVPA, WCLIB or NLGA and Table below. Finger jointed studs acceptable at interior walls only TABLE of SOLID SAWN LUMBER Member Use Size Species Grade Wall Stud 2x4, 3x4, 2x6, 3x6 Doug Fir Larch No, 2 Sill Plate 2x4, 3x4, 2x6, 3x6 PT Doug Fir Larch No. 2 Post 4:x4, 4x6, 4x8 Doug Fir Larch No. 2 Floor or Roof Joist 2x6 through 2x12 Doug Fir Larch No 2 Beam 4x8 through 4x12 Doug Fir Larcll No 2 Beam 6x8 through 6x12 Doug Fir Larch No, 1 Post or Timber 6x6, BxB Doug-Fir Larch No, 1 • Wood Structural Sheathing (Plywood): Wood APA-rated structural sheathing includes: all veneer ply- wood, oriented strand board, waferboard, particleboard, T1-11 siding, and composites of veneer and wood based material with T&G joint. Architect may disallow OSB. Confirm with Architect. Conform to '·Construction and Industrial Plywood" based on Product Standard PS 1-07 by the U.S. Dept. of Com- merce, and "Performance Standard for Wood-Based Structural-Use Panels" based on Product Stand- ard PS 2-04 by the U.S. Dept. of Commerce and "Plywood Design Specification" based on APA PDS-04 by the American Plywood Association. Unless noted otherwise, sheathing shall comply with the following table: TABLE of SHEATHING -Use Minimum Thickness and Minimum APA Rating Location Thickness Span Rating Plywood Grade Exposure Roof 15/32" 32/16 C-D Walls 15/32" 32/16 C-D Unless noted otherwise on drawings, install roof panels with long dimension across supports and with panel continuous over two or more spans. End joints shall occur over supports • Timber Connectors: Shall be "Strong Tie" by Simpson Company as specified in their latest catalog Alternate connectors by other manufacturers may be substituted provided they have current ICC ap- proval for equivalent or greater load capacities and are reviewed and approved by the SER prior to ordering. Connectors shall be installed per the manufacturer's instructions. Where connector straps connect two members, place one-half of the nails or bolts in each member. Where straps are used as hold-downs, nail straps to wood framing just prior to drywall application, as late as possible in the fram- ing process to allow the wood to shrink and the building to settle Premature nailing of the strap may lead to strap buckling and potential finish damage Where connectors are in exposed exterior applications in contact with preservative treated wood (PT) other than CCA, connectors shall be either batch hot-dipped galvanized (HDG), mechanically galva- nized (ASTM B695, Class 55 minimum) stainless steel, or provided with 1 85 oz/sf of zinc galvanizing equal to or better than Simpson ZMAX finish Nail straps to wood framing as late as possible in the framing process to allow the wood to shrink and the building to settle. Premature nailing of the strap may lead to strap buckling and potential finish damage. • Fasteners (nails, bolts, screws, etc) attaching timber connectors Uoist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector Fasteners (nails, bolts, screws, etc) attaching sawn timber members or sheathing (shear walls) to PT wood be corrosion resistant; nails and lag bolts shall be either HOG (ASTM A 153) or stainless steel. Verify the suitability of the fastener protection/coating with the wood treatment chemical manufacturer/supplier Provide washers under the heads and nuts of all bolts and lag screws bearing on wood • Lag Bolts/Bolts: Conform to ASTM A307 and CBC Section 2304.9. NAILING REQUIREMENTS: Conform to CBC Section 2304.9 "Connections and fasteners.' Unless noted on plans, nail per Table 2304 9.1 Nailing for roof/floor diaphragms/shear walls shall be per drawings. Nails shall be driven flush and shall not fracture the surface of sheathing. Alternate nails may be used but are subJect to review and approval by the Structural Engineer. Substitution of staples for the nailing of rated sheathing is subject to review by the structural engineer prior to construction. STANDARD LIGHT-FRAME CONSTRUCTION: Unless noted on the plans, construction shall conform to CBC Section 2308 "Conventional Light-Frame Construction." NAILERS ON STEEL COLUMNS and BEAMS: Wood 3x nailers are generally required on all HSS columns and steel beams abutting or embedded within wood framing. Unless noted otherwise, attach with 5/8" diame- ter bolts or welded studs at 16" on centers. Wood nailers on beams supporting joist hangers shall not over- hang the beam flange by more than¼'', MOISTURE CONTENT: Wood material used for this project shall have maximum moisture content of 19% except for the pressure-treated wood sill plate. Refer to TESTING & INSPECTIONS for the verification of these limits. The maximum moisture content required may be less than 19% when based on a particular cladding/insulation system. Refer to the Architect's drawings, and project specifications, or with cladding in- staller for maximum recommended moisture content. PRESERVATIVE TREATMENT (PT1: Wood materials are required to be "treated wood" in accordance with CBC Section 2304.11. "Decay and Termite Protection" shall conform to the appropriate standards of the American Wood-Preservers Association (AWPA) for sawn lumber. glued laminated timber. round poles, wood piles and marine piles. Follow American Lumber Standards Committee (ALSC) quality assurance pro- cedures. Products shall bear the appropriate mark. Fasteners or anchors in treated wood shall be of stain- less steel or hot-dipped galvanized or as per CBC 2304.9.5. [HUD UM48a Pressure-Treated Lumber and Plywood Certification is required.] Mud sill plates in normally dry interior applications may be treated with Sodium Borate (DOT -Disodium Oc- taborate Tetrahydrate) as recent studies have noted less connector corrosion potential than other available wood treatments or the original CCA treated sill plates. Wood treated with Sodium Borate shall be protected during shipment, storage and installation to minimize leaching of the water-soluble preservative from the lumber. Sodium borate pressure treated plates do not require hot-dipped galvanized connectors. If using sill plates other than CCA or sodium borate, fasteners must be hot dipped galvanized or stainless steel. Fasteners (nails, bolts, screws, washers & lag screws) attaching timber connectors Uoist hangers, post caps and bases, etc) to PT wood shall have similar corrosion resistance properties (matching protective treatments) as the protected connector; that is, use hot dipped galvanized or stainless steel fasteners. Fas- teners (nails, bolts, screws, washers & lag screws) attaching sawn timber members or sheathing (shear walls) to Pressure Treated wood be corrosion resistant (hot dipped galvanized or stainless steel. Always verify the suitability of the fastener protection/coating with the wood treatment chemical manufactur- er/supplier. DCI EnGlnEERS • • 0 0 I L-, □ ◊ C) 0 D ( ) ◊ I I [ ~ ~ ~ / '" I \ J OB --------------I I -- ..: 31, FOR PE RM IT n... ~-~00ff1Jlete b"tubmls'lion T.O the jl.Ndlcllm~ autN)ritv lc,r~ ni. ~tnlllr«UN tt,- d~ f« 00(1ll'lndial1 ~ ~ ~wril-i~ IOI" IIICI in~" by lt-JlfflC-.mJ. hMi11alllhority mid Del Er(giillll('II, I □ 0 " ■ E2l LJ .,__ I>--- )" } ► r j J ' I ► J ' I r j Hf+-, 2 3 4 5 6 7 1 B A C E F D 14'-0"17'-4"10'-0"12'-0"24'-8"27'-4"S3.1 9 TYP S3.1 10TYP S3.1 11TYP5'-0"5'-0"CJ SLAB ON GRADE CONTROL JOINT PER 8/S3.1 5" SOG W/ #4 @ 18"OC EW CTRD T/SLAB = 0'-0" VERIFY W/ ARCH CJ CJ CJ HSS12x6x1/2 TYP 4" HIGH x 8"Wx1'-4" LONG CMU PARTIAL HEIGHT WALL FULLY GROUTED W/ #4 @ 16"OC EW CTRD IN WALL TYP 4" HIGH x 8"Wx1'-4" LONG CMU WALL FULLY GROUTED W/ #4 @24"OC EW CTRD IN WALL TYP UNO S3.2 10 TYP TYP 2'-9" 1'-6"W x 1'-0"DP CONT THKND SLAB AT INT FTG 2'-6"W x 1'-4"DP CONT FTG @ PARTIAL HEIGHT WALL W/ (2) #5 CONT T&B 2'-0"W x 1'-4"DP CONT FTG W/ (2) #5 CONT T&B T/CMU WALL=7'-0" T/EXT FTG=-1'-4" S3.2 12 S3.2 76'-0" MAXFIREPLACE OPNGPER ARCHT/FTG = -1'-4" T/FTG = -1'-4"TYP1'-0"18"DP THICK PAD FTG W/ (4) #6 LONG & (13) #6 TRANSV T&B S3.2 6 TYP TYP7'-6"TYP 10'-8" 3'-0" 18"DP PAD FTG W/ (7) #6 LONG & (9) #6 TRANSV T&B TYP 3'-0"W x 1'-4"DP CONT FTG @ 12" CMU WALL W/ (3) #5 LONG T&B 4" HIGHx12"W x 1'-4" LONG CMU WALL FULLY GROUTED W/ #5 @ 24"OC EW EA FACE LINE 4 ONLY 4"HIGHx8"W x 1'-4" LONG CMU WALL FULLY GROUTED W/ #5 @ 24"OC EW CTRD IN WALL TYP @ FIREPLACE UNO 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2 AND S1.3. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS PER A2.0. 3. CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO POURING CONCRETE: DRAINS AND SLOPES. ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. 4. TOP OF SLAB (T/SLAB) ELEVATION ASSUMED 0'-0". FOR ACTUAL T/SLAB ELEVATION REFER TO CIVIL AND ARCHITECTURAL DRAWINGS. PROVIDE 10 MIL VAPOR BARRIER BELOW SLAB AT INTERIOR SPACES PER A2.0 SLAB PLAN. PROVIDE 4" FREE-DRAINING GRANULAR FILL BELOW SLABS. 5. ALL FOOTINGS AND SLABS TO BEAR ON UNDISTURBED FORMATIONAL MATERIALS. SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER REQUIREMENTS NOTED IN THE STRUCTURAL GENERAL NOTES. 6. CJ INDICATES CONTROL JOINT PER PLAN. 7. TYPICAL DETAILS PER: 4/S3.1 TYPICAL LAP SPLICE SCHEDULE 3/S3.1 STANDARD HOOKS AND BAR BENDS 6/S3.1 TYPICAL DEPRESSED SLAB DETAIL 3/S4.1 TYPICAL CMU CONTROL JOINT DETAIL 1/S3.1 TYPICAL PIPE AND TRENCH LOCATION AT FOOTING 5/S3.1 TYPICAL CORNER REINFORCING AT CONCRETE FOOTINGS 7/S4.1 TYPICAL REINFORCING IN CMU WALL 4/S4.1 TYPICAL CORNER REINFORCING AT CMU WALLS FOUNDATION PLAN NOTES: 0 20 tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:56:49 AMS2.1 FOUNDATION PLAN FOR: SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A) THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B) THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C) THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 40 o_ 0 o_ l .. ~ .·. / / . ....,, ' ·---.. 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STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2 AND S1.3. 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. 3. ALL DUCTS, CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND SPRINKLER DRAWINGS. 4. ROOF SHEATHING PER PLAN AND STRUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED TO ROOF FRAMING WITH 0.131"DIAx2 1/2" NAILS @ 6"OC AT PANEL EDGES AND @ 12"OC FIELD, UNO. LAY SHEATHING WITH FACE GRAIN (LONG DIRECTION) PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. 5. ALL 2x HANGERS TO BE [TOP FLANGE BEARING SIMPSON JB TYPE, UNO. 6. PROVIDE SOLID BLOCKING OVER ALL SHEAR WALLS AND BEARING WALLS. AT SHEAR WALLS PARALLEL TO FRAMING, ALIGN JOIST OVER SHEAR WALL (ADDITIONAL JOISTS MAY BE REQUIRED). 7. TYPICAL DETAILS PER: 2/S4.1 TYPICAL CMU LINTELS,SILLS AND BEAMS 12/S5.1 TYPICAL NAILER DETAIL AT STEEL BEAM ROOF FRAMING PLAN NOTES: 2 3 4 5 6 7 1 B A C E F D HSS10x8x1/2 HSS10x8x1/2 HSS10x8x1/2 HSS10x8x1/2HSS10x8x1/2HSS10x8x1/2RIDGE HSS10x8x1/2RIDGE HSS4x4x3/8 EMBEDDED 4'-0"MIN IN TOP OF CMU WALL 2x10 DF#2 RAFTERS @ 16"OC TYP 2x12 DF#2 RAFTERS @ 16"OC TYP SLOPE PER ARCH SLOPE PER ARCH 15/32" SHTHG PER PLAN NOTE 4 TYPHSS12x12x5/8HSS12x12x5/8HSS12x12x5/8HSS10x4x1/2S5.2 7 TYP 15/32" SHTHG PER PLAN NOTE 4 TYP H S S 1 0 x 8 x 1 /2 HSS12x12x5/8HSS10x4x1/2HSS10x8x1/2S4.1 6 2x PT LEDGER TYP S4.1 5 S5.3 3 TYP S5.3 2 TYP S5.3 1 TYP S5.3 12 S5.3 8 T/STL = 12'-7 1/4" T/STL = 11'-11 3/4"S5.3 4 TYP S4.1 9 S4.1 11 S4.1 10 DBL RAFTER DBL RAFTER DBL RAFTER S5.2 8 SIM TYP S5.2 8 S5.2 4 HIGH LOW TYP CMSTC16x6'-0" STRAP W/ 4x BLKG TYP (2) PAIRS HDU2 EA SIDE OF STL BEAM TO 4x BLKG W/ 5/8"ø THRD ROD TYP DRILL 11/16"ø HOLE IN STL BEAM TO ALLOW BOLTS TO PASS THROUGH TYP 10'-0" T/STL 11'-5 1/2" S5.2 3 LOW S4.1 1 TYP S4.1 12 4 5 6 7 B A C E F D 2x6 STUD WALL @ 16"OC TYP UNO S5.2 3 TYP PUNCHED SHEAR WALL 0 20 0 20 1. STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S1.1, S1.2 AND S1.3. 2. LUMBER GRADE PER STRUCTURAL GENERAL NOTES. 3. ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER STRUCTURAL GENERAL NOTES. 4. SHEAR WALL AND NAILING REQUIREMENTS PER SHEAR WALL SCHEDULE 9/S5.1. 5. ALL EXTERIOR WALLS TO BE SHEAR WALL TYPE UNO. 6. INDICATES HOLD-DOWN TYPE PER PLAN. 7. ANCHOR BOLTS TO BE 5/8" DIA x 7" MINIMUM EMBEDMENT PER 2/S5.1. PROVIDE HOT-DIPPED GALVANIZED ANCHOR BOLTS AT PRESSURE-TREATED SILL PLATES. 8. TYPICAL DETAILS PER: 3/S5.1 TYPICAL PLATE SPLICE DETAIL 7/S4.1 TYPICAL CMU WALL REINFORCING AT OPENINGS 3/S4.1 TYPICAL CMU CONTROL JOINTS 1/S5.1 TYPICAL SILL PLATE ANCHORAGE TO CMU WALL 4/S5.1 INTERSECTING SHEAR WALLS 11/S5.1 TYPICAL HOLES AND NOTCHED IN WOOD STUDS STUD AND SHEAR WALL PLAN NOTES: W6 HD (2) 2x tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:56:54 AMS2.2 ROOF PLAN FOR: SCALE: 1/8" = 1'-0"1 STRUCTURAL ROOF PLAN SCALE: 1/8" = 1'-0"2 STRUCTURAL PARTIAL SHEAR WALL PLAN 41 0 0 0 0 0 0 0 0 ____.L] CJ I CJ ---------'j ~ J ==--t~,= 0 0 I I :i_ II II II ---+---ii I Ml I I ___ ....1eaLl~L+_..'..b;;~LJ II II I I --------E\t------1----11 II II II ______ J 0 ----D 0 0 -----0 --- DCI En GlnEERS • • 0 FOR PE RM IT n... ~-~ d~ f« OO(lll'lndial1 '.....;1 ~ b-tubmls'llon T.O ~ 11.Ndlcdm . .. , .. ~~---' ~IIJtN)ritvlc,r.........,....._ _ _ ,,._,"""".,._fllflllClin~ L . ..-··"~ ,,,.~,nailr« ti, "urlt-JlfflC-.fimt.vii11•lllhority=OCI-· ' L T/FTG PER PLAN FIN GRADE PER ARCH/CIVIL T/FTG PER PLAN T/SLAB PER PLAN T/SLAB PER PLAN T/SLAB PER PLAN FIN GRADE PER ARCH T/SLAB PER PLAN T/FTG PER PLAN T/SLAB PER PLAN FIN GRADE PER CIVIL T/SLAB PER PLAN T/FTG PER PLAN PIPE SLEEVE AS REQD, TYP CONC STEMWALL PER PLAN PIPE, TYP CONC FTG PER PLAN PLACE CONC FILL BEFORE FTG POUR (SAME WIDTH AS FTG) SLOPE CUT AS REQD PER GEOTECH REPORT EXCAVATION NOT ALLOWED BELOW THIS LINE NOTES: 1. PRIOR TO CONSTRUCTION, STRUCTURAL ENGINEER OF RECORD SHALL REVIEW PIPES/SLEEVES GREATER THAN 8" DIAMETER AND SPACED CLOSER THAN 3" APART. 2. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE.CLR MIN3 1/2"ELEVATION SECTIONBEYOND PER PLANFTG DEPTHPER PLAN3'-0" MAXMIN6"CLR4"1'-6" MIN EQ EQ CL PIPEPER PLANFTG DEPTHTHRU THIS PORTION DO NOT PASS PIPESOF FTG1'-6" MINSECTION1" CLRTYP1" CLRTYP1 1 2 1/2" MIN 4d OR 90° NOTE: TIES AND CROSSTIES FOR SHEAR WALL BOUNDARY ELEMENTS SHALL BE DETAILED AS COLUMN TIES/CROSSTIES. D D 45° 45° D D 180° D = 6d FOR #3 THRU #8 D = 8d FOR #9, #10 & #11 D = 10d FOR #14 & #18ALL REINFORCING EXCEPT COLUMN TIES AND BEAM STIRRUPS STIRRUP STIRRUP OR TIE D = 4d FOR #3, #4 & #5 D = 6d FOR #6, #7 & #812dD D 180°3" MIN6d ORD D 135°3" MIN6d ORD D 90° 12d D D 90°135° 3" MIN6d OR D D 90°180° 3" MIN 6d OR 3" MIN6d ORBEAM OR COLUMN CROSSTIES BEAM STIRRUPS AND COLUMN TIES d = BAR DIAMETER, D = BEND DIAMETER3" MIN6d ORdd d d dBAR SIZE MISCELLANEOUS BARS TOP BARS (see note #4) HOOKED BARS Ld Splice Ld Splice Ldh f'c = 3000psi #3 17 23 22 29 9 #4 22 29 29 38 11 #5 28 37 36 47 14 #6 33 43 43 56 17 #7 48 63 63 82 20 #8 55 72 72 94 22 #9 62 81 81 106 25 #10 70 91 91 119 28 #11 78 102 101 132 31NOTES: 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 3. Ldh = DEVELOPMENT LENGTH OF BAR WITH STANDARD HOOK. 4. TOP BAR = HORIZONTAL BAR WITH MORE THAN 12" OF FRESH CONCRETE BELOW (EXCLUDING WALL HORIZONTAL REINFORCING) OR AS NOTED ON DOCUMENTS AS "TOP BAR". 5. ALL TABULATED VALUES ARE IN INCHES. 6. COLUMN VERTICAL REINFORCING LAP SPLICE SCHEDULE PER [01401]. 7. SHEAR WALL REINFORCING LAP SPLICE SCHEDULE PER [01404]. 8. MOMENT FRAME REINFORCING LAP SPLICE SCHEDULE PER [01405]. 01400 EDGE OF FTG CORNER REINF TO MATCH LONGIT REINF CORNER REINF TO MATCH CROSS FTG LONGIT REINF CROSS FTG AT CORNERS AT INTERSECTIONSNOTE: 1. SPLICE LENGTHS PER LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE. 2. FOOTING REINFORCING PER PLAN OR ELEVATIONS, SECTIONS AND DETAILS. TYP STD HOOK LENGTH TYP SPLICE LENGTH TYPSPLICELENGTH TYPSPLICEtt MAXPER PLANSOG PER PLAN REINF PER PLAN VAPOR BARRIER DOWELS TO MATCH SLAB REINF OR BEND CONT REINF MIN 8" SCHED LAP PER PER PLAN REINF PER PLAN VAPOR BARRIER UNDISTURBED FORMATIONAL MATERIALS 4" GRAVEL LAYER PER GEOTECHNICAL REPORT CONSTRUCTION JOINT CONTROL JOINT 4" GRAVEL LAYER PER GEOTECHNICAL REPORT VAPOR BARRIER UNDISTURBED FORMATIONAL MATERIALSNOTES: 5/8"ø x 24" SMOOTH BAR @ 24"OC, GREASE ONE SIDE IN DOWEL INSERT REINF PER PLAN 1. USE "EARLY ENTRY DRY-CUT SAW" AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST. 2. ALIGN A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS, EACH WAY, TYPICAL. 3. CONSTRUCTION/CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS 225 SQUARE FEET MAXIMUM, WITH MAXIMUM PANEL ASPECT RATIO OF 1.3 TO 1.0. 4. CONTRACTOR TO SUBMIT CONSTRUCTION/CONTROL JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR REVIEW/APPROVAL. PER PLANt PER PLANtt/4 SAWCUT DEPTH OR t/4 PREMOLDED JOINT (11/2" MIN) #4 CONT SOG & REINF PER PLAN STEEP AS POSSIBLE #4 CONT DOWELS x TO MATCH SLAB REINF 24"8"TYP3"2'-0" MINPER PLANPER PLAN CONC FTG & REINF PER PLAN 1'-4"PER PLAN CMU WALL PER PLAN PROVIDE (2) #4 IN HORIZ BOND BEAM IN ALL COURSES BELOW & FIRST COURSE ABOVE SOG DOWELS TO MATCH CMU WALL VERT REINF (ALT HOOKS) SOG & REINF PER PLAN TYP3" CLR(2) #5 CONT T&B8/S.32LAP PERSOG & REINF PER PLAN CMU WALL & REINF PER PLAN PER PLAN PER PLAN3"2'-0"MINSCHEDLAP PERCONT FTG & REINF PER PLAN DOWELS TO MATCH CMU WALL VERT REINF (ALT HOOKS) 1/2" EXPANSION JOINT FILLER PROVIDE (2) #4 IN HORIZ BOND BEAM IN ALL COURSES BELOW SOG tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:56:59 AMS3.1 FOUNDATION DETAILS FOR: SCALE: 3/4" = 1'-0"1 TYPICAL PIPE AND TRENCH LOCATIONS AT CONCRETE STEMWALL/FOOTING (03906)SCALE: 3/4" = 1'-0"3 STANDARD HOOKS AND BENDS - BEAM STIRRUPS AND COLUMN TIES (03400)SCALE: 3/4" = 1'-0"4 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE (01400) SCALE: 3/4" = 1'-0"5 PLAN - TYPICAL CORNER REINFORCING AT CONCRETE FOOTINGS (03907)SCALE: 3/4" = 1'-0"6 TYPICAL DEPRESSED SLAB DETAIL (03202)SCALE: 3/4" = 1'-0"8 TYPICAL SLAB ON GRADE JOINT DETAILS WITH REINFORCING (03201) SCALE: 3/4" = 1'-0"9 TYPICAL THICKENED SLAB EDGE FOOTING (03203)SCALE: 3/4" = 1'-0"10 INTERIOR THICKENED SLAB FOOTING AT CMU NONBEARING WALL (03161)SCALE: 3/4" = 1'-0"11 EXTERIOR FOOTING AT CMU WALL 42 ) I 11 trTI 1'il=1---Di-1'i"i1 ,rr_i_:;:;--1 :;±cf_ I I \ I Qr----------- • 111 111 111 • - of--------- 111 111 - "'"----7- ' ,-- I I Qr--------- • t-::::=:r;-. +-,.-. --I -~ I Qr-------- I • •• =111-1-,, I Qr--------0 DCI EnGlnEERS • • FOR PE RM IT n... ~-~ d~ f« 00(1ll'lndial1 ~ ~ b-tubmls'llon T.O ~ II.Ndlcllm . ~~wril-i~ ~IIJtN)ritvlc,r~ n,.. fllfll1C1in~"byl"911ffldi . ~,nallr«UNtl>- Qr--------- • . _l Qr-------- T/SLAB PER PLAN T/SLAB PER PLAN T/FTG PER PLAN FIN GRADE PER CIVIL T/FTG PER PLAN FIN GRADE PER CIVIL T/CMU WALL PER PLAN T/FTG PER PLAN T/FIN GRADE PER CIVIL T/FTG PER PLAN T/FIN GRADE PER CIVIL PER PLANPER PLAN COL PER PLAN INFILL CONC PER TYP CONTROL JOINT DETAILS SOG & REINF PER CIVIL REINF PER PLAN CL COL & FTG BASE PL1/2x12x1'-0" W/ (4) 3/4"Ø HEADED AB 1"± NON-SHRINK GROUT GRID TYP3" CLRCL COL CL COLCOL PER PLAN PLAN 1/4 TYP1 1/2"TYP 1 1/2" TYP 1 1/2"TYP1 1/2"TRACK WELD NUT TO AB CONC FOOTING PER PLAN PLAN 8"MIN 2'-0" PER PLANCLR3"PER PLAN CMU WALL & REINF PER PLAN TYPPER ARCH2'-0" MAXCMU LINTEL PER 2/S4.1 TYP CMU SILL PER 2/S4.1 TYP ARCHPEREXPANSION JOINT TYP EXT PAVING BY OTHERS PAD FTG & REINF PER PLAN DOWELS TO MATCH CMU WALL VERT REINF TYP (ALT HOOKS) PER ARCH 4'-8" MAX PER ARCH 4" CONC HEARTH W/ #5 @ 12"OC EW #4 VERT @ 8"OC @ CONC HEARTH 1'-6" MAX PER ARCH #5 @ 12"OC EW CTRD 1'-8" MAXPER ARCH1'-0"INFILL WITH FOAM4"4" MIN 1'-6" LINE OF SLAB SOFFIT 1'-6" FROM EA END MIN 2'-0"PER PLANCLR3"SCHEDLAP PERCMU WALL & REINF PER PLAN EXPANSION JOINT TYP EXT PAVING BY OTHERS CONT FTG & REINF PER PLAN DOWELS TO MATCH CMU WALL VERT REINF TYP (ALT HOOKS) PER PLAN MIN 6"7'-0" MAXPER ARCHEQ EQ CAP BLOCK PER ARCH PER ARCH 3'-0"6" PER ARCH 1'-6"4"PER ARCH1'-4"1'-2"4"CLR TYP3"PER PLAN 1/2" EXPANSION JOINT FILLER TYP 4" CONC BENCH W/ (2) #5 LONG TYP 4" CONC TABLE W/ (4) #5 LONG CTRD & #5 @ 12"OC TRANSV DOWEL TO MATCH CMU WALL VERT REINF W/ STD HOOK TYP (ALT BEND) EXT PAVING BY OTHERS 4" TALL x 8" WIDE CMU W/ #5 @ 16"OC VERT & (3) #5 HORIZ MIN TYP PAD FTG & REINF PER PLANPER SCHEDSPLICE#5 CONT 4" MINTYP 2" CLR EQ EQ 4'-0" x 3'-0" PER ARCH HSS COL PER PLAN #5 @ 12"OC EW CTRD 2'-10" MAXPER ARCHSTD HOOK TYP S3.2 4 PAD FTG & REINF PER PLAN 1/2" EXPANSION JOINT FILLER TYPTYP3" CLRPER PLANPER PLAN4"4'-4" MAX PER ARCH 5'-8" MAX PER ARCH EXT PAVING BY OTHERS CMU WALL BEYOND 4" CONC TABLE W/ (4) #5 LONG CTRD & #5 @ 12"OC TRANSV S3.2 6 MIN 6"4"4"INFILL WITH FOAM4"1/2" EXPANSION JOINT MATERIAL AROUND COLUMN tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:57:04 AMS3.2 FOUNDATION DETAILS FOR: SCALE: 3/4" = 1'-0"4 SPREAD FOOTING AT STEEL COLUMN (03005) SCALE: 3/4" = 1'-0"7 FIREPLACE FOOTING SCALE: 3/4" = 1'-0"12 PARTIAL HEIGHT CMU WALL SCALE: 3/4" = 1'-0"6 CONCRETE TABLE/BENCHES FOOTING SCALE: 1/2" = 1'-0"10 STEEL COLUMN/ CONCRETE BENCH FOOTING 43 - I ti ~.--;--...... --. J • ' ' I I I I\ ' ----.· I I I ~ ' ' I hi r ' , ' •• $ • . .. , " ' . ' L I ,, . • . . . ,, , . ,, L , , , ' , , ' L , ' Jll 11 l_ll I I" ' I II-,) I ···• _-1 11f ' '' JJ ... • I • 'f' , , ' ' . ,, , . , , ' ' , . , , 'o , , , , ' ' ,. ' • , . , , . ' 'l ~ , , • '• .. ~ , , . 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" ~111 =I 11= l 111 ,I I II r ,• • , '' • , ' , ' , , • , • ' ' , , ' • T FOR PERM IT n... ~-~ d~ f« OO(lll'lndial1 '.....;1 ~ b-tubmls'llon T.O ~ 11.Ndlcdm . .. , .. ~~---' ~IIJtN)ritvlc,r.........,....._ _ _ ,,._,"""".,._fllflllClin~ L . ..-··"~ ,,,.~,nailr« ti, "urlt-JlfflC-.fimt.vii11•lllhority=OCI-· , 'j V I I I I I I I I I _j I ' ' I' Qr------- -- • -,,--W-.•I• ' + -+ ~ I= " _I T/FTG OR SLAB PER PLAN T/FLR OR ROOF PER PLAN T/WALL T/FIRE PLACE PER ARCH T/STL PER PLAN T/CMU PER PLAN T/CMU WALL PER PLAN T/STL PER PLAN T/CMU WALL PER PLAN T/CMU WALL PER PLAN LINTEL LINTEL W/ SHEAR REINF BOND BEAMSILL BOND BEAM BLOCK (2) #4 IN LINTEL BLOCK 90° HOOK PARALLEL TO WALL (2) #4 IN BOND BEAM BLOCK OPEN BOND BEAM (2) #4 IN BOND BEAM BLOCK (2) #4 IN LINTEL BLOCK #3 @ 8"OC (2) #4 2'-0" TYP UNONOTE: CONTROL JOINT LOCATION CRITERIA PER STRUCTURAL GENERAL NOTES. CONTRACTOR SHALL COORDINATE LOCATION OF JOINT WITH ARCHITECT AND STRUCTURAL ENGINEER. CL JOINT VERT CONTROL JOINT, OMIT MORTAR. CAULK PER ARCH TERMINATE HORIZ REINF 2" FROM CONTROL JOINTS. EXCEPT AT FLR & ROOF BOND BEAMS PROVIDE 16" SMOOTH DOWEL (SAME SIZE AS HORIZ REINF) ACROSS JOINT. PREVENT BOND BTWN DOWEL & GROUT W/ GREASE OR PLASTIC SLEEVE. CAP ALL DOWELS TO ALLOW 1" OF MOVEMENT. PROVIDE CLOSED END BLOCKS AT CONTROL JOINTS, TYP VERT REINF PER 7/S3.2 NOTES: 1. LAP LENGTHS PER REINFORCING LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR CMU. 2. WALL REINFORCING PER PLANS, ELEVATIONS, SECTIONS AND DETAILS. 3. CORNER REINFORCING AT FOOTING AND STEMWALLS TO MATCH FOOTING AND STEMWALL HORIZONTAL REINFORCING. AT CORNERS AT INTERSECTIONS CORNER REINF TO MATCH HORIZ REINF CORNER REINF TO MATCH HORIZ WALL REINF CROSS WALLTYP LAP LENGTHTYP STD HOOK LAP LENGTH, TYPNOTES: 1. TYPICAL REINFORCING PER STRUCTURAL GENERAL NOTES. 2. INFORMATION NOT SHOWN PER TYPICAL SECTIONS. 3. CMU WALLS ARE SOLID GROUTED. OPENING OPENING TYP HOOK IF 2'-0" MIN MIN LENGTH NOT AVAILABLE CORNER REINF PER 4/S4.1 TO MATCH HORIZ REINF, TYP TYP HORIZ REINF IN BOND BEAM, TYP AT OPNG (2) TYP VERT REINF MIN, TYP AT CORNERS (2) TYP VERT REINF MIN, TYP AT OPNG TYP HORIZ REINF AT T/WALL PROVIDE (2) TYP VERT REINF, MIN FOR WALL SECTIONS 16" OR SMALLER, CMU CONTROL JOINT LOCATION PER 3/S4.1, LOCATION & WATERPROOFING PER ARCH TYP CONT HORIZ REINF IN BOND BEAM AT FLR, ROOF LINE THRU CONTROL JOINTS STOP HORIZ REINF AT CONTROL JOINT, TYP UNO TYP VERT REINF, EA SIDE OF CONTROL JOINT, TYP TYP HORIZ REINF PER PLAN TYP HORIZ REINF IN BOND BEAM AT SILL TYP HORIZ REINF IN FIRST COURSE DOWELS TO MATCH VERT REINF (PROVIDE STD HOOK PER STRUCT NOTES AS REQD) (4) TYP HORIZ REINF AT FLR, ROOF LINE W/ MIN 16"DP BOND BEAM 8/S4.1LAP PER01402 REINFORCING SIZE GRADE 40 GRADE 60 #4 20 24 #5 25 30 #6 30 36 #7 35 42 #8 40 48 NOTES: 1. DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED UNLESS SPECIFICALLY NOTED ON DRAWINGS. 2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LENGTH INDICATED AND NEVER FURTHER APART THAN 8". 3. ALL TABULATED VALUES ARE IN INCHES. SHTHG PER PLAN CMU WALL & REINF PER PLAN EN PER ARCH RAFTER PER PLAN LUS HGR EA RAFTER 2x PT LEDGER W/ 3/4"Ø AB @ 16"OC 5" MIN EMBED (STAGG) PER ARCH 2"8"8"2'-6" MAXPER ARCHSLOPED HSS BEAM PER PLAN 1/4 HSS RIDGE BEAM PER PLAN CONT EMBED PL1/2x20 W/ (3) 3/4"Øx5" WHS @ 8"OC FULL LENGTH OF PLATE CMU WALL & REINF PER PLAN STUD WALL & SHTHG PER PLAN BN PER ARCH EN SHTHG PER PLAN RAFTER PER PLAN LEDGER PER 4/S5.2 S5.3 4 1'-0"1'-0"1/2" MIN4" MAXLEDGER PER PLAN TYP CMU WALL PER PLAN BENT PL1/2x14x14 x 1'- 0" W/ (4) 3/4"Øx5" WHS LOCATE TOP OF PL MIN OF 1/2" ABOVE TOP OF HSS BEAM 1/4 HSS HIP BEAM PER PLAN SHTHG PER PLAN PER ARCH FASCIA PER ARCH STUD WALL & SHTHG PER PLAN HSS RIDGE BEAM PER PLAN 3/8" CAP PL HSS BEAM PER PLAN CAP PL TO RIDGE BEAM 1/4 CMU WALL & REINF PER PLAN EDGE NAILING 2x SHAPED BLKG W/ LTP5 @ 16"OC EMBED PL & BENT PL PER 10/S4.1MIN6"7'-0" MAXPER ARCH4"EQEQRAFTER PER PLAN SHTHG PER PLAN EDGE NAILING 3xCONT NAILER W/ 5/8"Ø WELDED THRD STUD @16"OC CTRSK HSS BEAM PER PLAN 3xCONT NAILER W/ (2) 5/8"Ø WELDED THRD STUD @ 16"OC CTRSK EMBED PL3/8x8xCONT W/ 1/2"Øx7" WHS @ 24"OC CMU WALL & REINF PER PLAN STUD WALL & SHTHG PER PLAN BOUNDARY NAILING BENT PL3/8 1/4 1-12 2-12 W/ SLOPEHEIGHT VARIESSHTHG PER PLAN PER ARCH FASCIA PER ARCH STUD WALL & SHTHG PER PLAN HSS RIDGE BEAM PER PLAN 3/8" CAP PL HSS BEAM PER PLAN CAP PL TO RIDGE BEAM CUT SILL PL AT COL 4'-0" MINPROVIDE 9/16"Ø HOLE IN COL TO ALLOW REBAR TO PASS THRU TOP HORIZ REINF TO COL EA SIDE 1/4 1/4 CMU WALL & REINF PER PLAN COL PER PLAN FILL CELL AROUND COL W/ NON SHRINK GROUT 3/8" CLOSURE PL 1/2" MIN EDGE NAILING 2x SHAPED BLKG W/ LTP5 @ 16"OC 7'-0" MAXPER ARCH0"STUD WALL & SHTHG PER PLAN TYP (2) ROWS BOUNDARY NAILING ALONG DRAG ROOF SHTHG PER PLAN 4x BLKG TYP 10'-0" MIN STRAP PER PLAN CMU WALL & REINF PER PLAN TYP7"2x PT SILL W/ 5/8"Ø AB @ 16"OC ALONG DRAG @ 48"OC TYP LTP4 EA SIDE OF BLKG TYP (3) BAYS MIN CMSTC16 x4'-6" OVER 6x BLKG (3) BAYS MIN HDU2 EA SIDE OF BLKG W/ 5/8"Ø THREADED ROD TYP DRILL 11/16" HOLE IN HSS TO ALLOW BOLTS TO PASS THROUGH BN EN tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:57:09 AMS4.1 CMU DETAILS FOR: SCALE: 1" = 1'-0"2 CMU LINTELS, SILLS AND BOND BEAMS (04003)SCALE: 1" = 1'-0"3 PLAN - CMU CONTROL JOINT (04001)SCALE: 1" = 1'-0"4 PLAN - TYPICAL CORNER REINFORCING AT CMU WALLS (04002) SCALE: 1" = 1'-0"7 ELEVATION - TYPICAL REINFORCING IN CMU WALL (04000)SCALE: 3/4" = 1'-0"8 TYPICAL LAP SPLICE AND DEVELOPMENT LENGTH SCHEDULE FOR STRUCTURAL MASONRY (01402)SCALE: 1" = 1'-0"6 RIDGE AT FIREPLACE SCALE: 1" = 1'-0"9 CANOPY RAFTERS PERPENDICULAR SCALE: 1" = 1'-0"5 HIP CONNECTION SCALE: 1" = 1'-0"11 RIDGE TO CMU WALL SCALE: 1" = 1'-0"10 CANOPY TO STRUCTURE SCALE: 1" = 1'-0"12 CANOPY TO EMBEDDED STEEL COLUMN SCALE: 1" = 1'-0"1 CANOPY DRAG 44 / 0------ / / / / / / / / / / / / / / / / / / / / / / / / / / / / 0------ I r--,<..J":::z..,_,,.._ :(Qj 0------ I 0 I "' ·• $ $ _/ 0------0,----------- '' '' ,, I ,, '' 0----- DCI En GlnEERS • • FOR PE RM IT n... ~-~ d~ f« OO(lll'lndial1 '.....;1 ~ b-tubmls'llon T.O ~ 11.Ndlcdm . .. , .. ~~---' ~IIJtN)ritvlc,r.........,....._ _ _ ,,._,"""".,._fllflllClin~ L . ..-··"~ ,,,.~,nailr« ti, "urlt-JlfflC-.fimt.vii11•lllhority=OCI-· ' 0 0 • • • L T/CMU WALL PER PLAN T/SLAB PER PLAN PT SILL PLATE, TYP ANCHOR BOLT OR EXP ANCHOR, TYP 1. USE 5/8"Ø ANCHOR BOLT PER 2/S5.1. 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE CONSIDERED AN ANCHOR BOLT. 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE AT NON-SHEAR WALLS. 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/16"Ø DRILL BIT. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. NOTCH IN SILL PLATE1'-0" (MAX)4 1/2" (MIN)NOTES:1'-0" 1'-0" (MAX) 4 1/2" (MIN) 1'-0" (MAX) 4 1/2" (MIN) STUD WALL PER PLAN PT SILL PLATE CMU WALL PER PLAN NOTES: 1. USE 5/8"Ø ANCHOR BOLTS WITH 7" MINIMUM EMBEDMENT INTO CMU WALL. 2. EACH SILL PLATE PIECE SHALL HAVE (2) BOLTS MINIMUM. HOLD-DOWN ANCHORS ARE NOT TO BE CONSIDERED AN ANCHOR BOLT. 3. LOCATE BOLTS WITHIN 1'-0" OF SILL PLATE PIECE ENDS AND AT 6'-0"OC MAXIMUM. 4. USE PLATE WASHER PER SHEAR WALL SCHEDULE AT EACH BOLT. STANDARD CUT WASHERS ARE ACCEPTABLE AT NON-SHEAR WALLS. 5. DO NOT DRILL OVERSIZE HOLES THRU SILL PLATE. USE 11/16"Ø DRILL BIT. 6. SILL PLATE THICKNESS AND FASTENING AT SHEAR WALLS PER SHEAR WALL SCHEDULE. 7. CONTACT THE ENGINEER-OF-RECORD FOR POST INSTALLED ANCHOR OPTIONS. 6'-0" MAX ANCHOR BOLT, TYP SAWCUT CIRCULAR NOTCH VEE NOTCH LET-IN NOTCH BORED HOLES ARE TO BE SPACED AT LEAST TWICE THE DIAMETER OF THE LARGEST HOLEMAX D EPT H S T U D W ID T H E Q E Q W ID T HSTUD D IS T , T Y P M IN 5 /8 " E D G E O F B O R E D H O L E S M A X D IA M E T E R BORED HOLES ARE TO BE SPACED AT LEAST A STUD WIDTH FROM A CUT OR NOTCH BEARING WALL STUDS STUD SIZE MAX DEPTH OF EDGE CUT OR NOTCH MIN DEPTH REMAING AFTER CUT OR NOTCH 2x4 2x6 7/8" 1 3/8" 2 5/8" 4 1/8" BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAING AFTER BORED HOLE 2x4 2x6 1 3/8" 2 3/16" 5/8" EA SIDE OF HOLE 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 40% OF THE STUD, IF STUDS ARE DOUBLED, BORINGS MAY BE INCREASED TO 60% OF STUD WIDTH PROVIDED NOT MORE THAN (2) SUCCESSIVE STUDS ARE BORED. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. NON-BEARING WALL STUDS STUD SIZE MAX DEPTH OF EDGE CUT OR NOTCH MIN DEPTH REMAING AFTER CUT OR NOTCH 2x4 2x6 1 3/8" 2 3/16" 2 1/8" 3 3/8" NON-BEARING WALL STUDS STUD SIZE MAX DIAMETER OF BORED HOLE MIN DEPTH REMAING AFTER BORED HOLE 2x4 2x6 2 1/16" 3 1/4" 5/8" EA SIDE OF HOLE 5/8" EA SIDE OF HOLE NOTE: STUDS MAY NOT BE BORED IN EXCESS OF 60% OF THE STUD. BORINGS SHALL NOT BE MADE AT THE SAME SECTION WHERE CUT OR NOTCH HAS BEEN MADE. CUTTING AND NOTCHING WOOD STUDS NOTE: DO NOT NOTCH MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. BORED HOLES IN WOOD STUDS NOTE: BORED HOLE NOT PERMITTED IN MORE THAN THREE ADJACENT STUDS WITHOUT REVIEW BY ENGINEER. M IN D E P T H STRAP PER PLAN STUD WALL CONT PER PLAN EDGE NAILING PER PLAN STUD WALL & SHTHG PER PLAN WITH OR WITHOUT STRAP TIE EDGE NAILING PER PLAN EDGE NAILING PER PLAN STUD WALL & SHTHG PER PLAN EDGE NAILING FULL HEIGHT OF STUD ADDL STUD AT STRAP WHERE (2) ROWS OF NAILING REQD STAGG 0.148"Øx3 1/2" NAILS PER SHEAR WALL SCHED (PLATE ATTACHMENT) STAGG 0.148"Øx3 1/2" NAILS PER SHEAR WALL SCHED (PLATE ATTACHMENT) BUNDLED STUDS OR POST PER PLAN HD PER PLAN HDU HOLD-DOWNS STUD WALL CONT PER PLAN 01430A WALL TYPE SHEAR WALL SCHEDULE SOME SHEAR WALL TYPES NOTED MAY NOT BE USED ON THIS PROJECT. FOR 0.148"Øx 2 1/2" NAILS IN DOUG-FIR LARCH (2012 IBC) [16] WALL SHEATHING APA-RATED [1, 2, 12] BLOCKING & STUD SIZE AT ADJOINING PANEL EDGES [3, 6, 13] NAIL SIZE & SPACING AT ALL PANEL EDGES [4, 5] RIM JOIST OR BLOCKING CONN TO TOP PLATE BELOW [7, 8] 2x PLATE ATTACHMENT NAILING TO WOOD RIM JOIST OR BLOCKING BELOW ANCHOR BOLT TO CONCRETE BELOW [10] SILL PLATE AT FOUNDATION [11] SILL PLATE ATTACHMENT SHEAR CAPACITY LBS/FT 15/32"0.148"Øx2 1/2" @ 6"OC 2x CLIP @ 16"OC 0.148"Øx3 1/4" @ 6"OC 5/8"Ø @ 48"OC 2x 310 15/32"3x CLIP @ 12"OC 0.148"Øx3 1/4" @ 4"OC 5/8"Ø @ 32"OC 2x 460 15/32"0.148"Øx2 1/2" @ 3"OC STAGGERED 3x 600 15/32"3x 0.148"Øx3 1/4" @ 6"OC (2) ROWS [9]7700.148"Øx2 1/2" @ 2"OC STAGGERED 15/32" BOTH SIDES 3x 0.148"Øx3 1/4" @ 4"OC (2) ROWS [9]5/8"Ø @ 24"OC 3x [15]9200.148"Øx2 1/2" @ 4"OC STAGGERED 15/32" BOTH SIDES 3x CLIP @ 8"OC EACH SIDE CLIP @ 8"OC EACH SIDE [7, 8] OR (2) ROWS OF SDS1/4x5 SCREWS @ 8"OC [9] 5/8"Ø @ 12"OC 3x [15]15400.148"Øx2 1/2" @ 2"OC STAGGERED NOTES: [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY. [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2x FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUD. [3] BLOCKING IS REQUIRED AT ALL PANEL EDGES. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS OR DOORWAYS OR AS DESIGNATED ON PLANS. HOLD-DOWN REQUIREMENTS PER PLANS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAR WALL NAILING, ETC ABOVE AND BELOW ALL OPENINGS). [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.148"Øx2 1/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.148"Øx2 1/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. [7] BASED ON 0.131"Øx1 1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"Øx2 1/2" NAILS WHERE INSTALLED OVER SHEATHING. [8] FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQUIVALENT. [9] WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL BELOW. STAGGER NAILS/SCREWS IN ROWS 1 1/2" APART MINIMUM. [10] ANCHOR BOLTS SHALL BE PROVIDED WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE WASHER MAY BE DIAGONALLY SLOTTED 13/16"x1 3/4" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER TO EXTEND TO WITHIN 1/2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. INCREASE PLATE WASHER SIZE AS REQUIRED. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. [11] PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL GENERAL NOTES. [12] WHERE WOOD SHEATHING (W) IS APPLIED OVER GYPSUM SHEATHING (G), CONTACT THE ENGINEER OF RECORD FOR ALTERNATE NAILING REQUIREMENTS. [13] AT ADJOINING PANEL EDGES, (2) 2x STUDS NAILED TOGETHER MAY BE USED IN PLACE OF SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAILING, PER SECTION. [14] CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS. SPECIAL INSPECTION MAY BE REQUIRED. [15] NAIL STUDS TO 3x SILL PLATES WITH EITHER (2) 0.148"Øx4" END NAILS OR (4) 0.131"Øx2 1/2" TOENAILS. [16] WHERE "W" INDICATES WOOD SHEATHING AND "X" INDICATES EDGE NAIL SPACING. [17] EDGE NAILS SHALL BE LOCATED 3/8" FROM PANEL EDGES. 0.148"Øx2 1/2" @ 4"OC STAGGERED 5/8"Ø @ 48"OC 3x [15] 0.148"Øx3 1/4" @ 6"OC (2) ROWS [9] 5/8"Ø @ 24"OC 2x 5/8"Ø @ 32"OC 3x [15] CLIP @ 16"OC EACH SIDE 5/8"Ø @ 16"OC 2x 5/8"Ø @ 24"OC 3x [15] CLIP @ 12"OC EACH SIDE 15/32" BOTH SIDES 3x CLIP @ 8"OC EACH SIDE 5/8"Ø @ 16"OC 3x [15]12000.148"Øx2 1/2" @ 3"OC STAGGERED 0.148"Øx3 1/4" @ 4"OC (2) ROWS [9] OR (2) ROWS OF SDS1/4x5 SCREWS @ 8"OC [9] W6 W6 W4 W3 W2 2W4 2W3 2W2 WX ADJOINING PANEL EDGE PANEL EDGE NAILING, TYP NAILING TO MATCH PLATE NAILING (2) 2x STUDS SECTION CLIP @ 16"OC EACH SIDE 4'-0" MIN SPLICE LAP DBL TOP PLATE (2) ROWS 0.148"Øx3 1/4" NAILS ((16) TOTAL) STAGG (WITHIN AREA OF SPLICE) @ 6"OC PLATE SPLICE TO OCCUR OVER STUDS, TYP STUD WALL PER PLAN NOTE: ROOF JOISTS NOT SHOWN FOR CLARITY. BEAM PER PLAN SHTHG PER PLAN AT HSS BEAMS COUNTERBORE1" MAXJOIST & HGR PER PLAN, TYP TOPPING PER ARCH WHERE OCCURS CONT 3x NAILER 5/8"Ø WELDED THRD STUD @ 16"OC & 6" FROM EA END tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:57:15 AMS5.1 WOOD DETAILS FOR: SCALE: 1" = 1'-0"1 PLAN - TYPICAL SILL PLATE ANCHORAGE TO CMU WALL (06911)SCALE: 1" = 1'-0"2 TYPICAL SILL PLATE ANCHORAGE TO CMU WALL (06910) SCALE: 1" = 1'-0"11 TYPICAL HOLES & NOTCHES IN WOOD STUDS (06908) SCALE: 1" = 1'-0"4 PLAN - INTERSECTING SHEAR WALLS (06110) SCALE: 1" = 1'-0"9 SHEAR WALL SCHEDULE - DOUG-FIR LARCH (01430A) SCALE: 1" = 1'-0"3 TYPICAL PLATE SPLICE DETAIL (06904) SCALE: 1" = 1'-0"12 TYPICAL NAILER DETAILS AT STEEL BEAM (06909) 45 0------o~--~ ~------ DCI EnGlnEERS • • of--------- ~ / FOR PERMIT n... ~-~ d~ f« OO(lll'lndial1 '.....;1 ~ b-tubmls'llon T.O ~ 11.Ndlcdm . .. , .. ~~---' ~IIJtN)ritvlc,r.........,....._ _ _ ,,._,"""".,._fllflllClin~ L . ..-··"~ ,,,.~,nailr« ti, "urlt-JlfflC-.fimt.vii11•lllhority=OCI-· ' 1r /::[ 0 /i.- / / .// /rl/ //1 /,/ 0" 0 0------ ;; of---------- T/CMU WALL PER PLAN T/CMU PER PLAN 6" MAX PER ARCH 6x LEDGER W/ (3) SWDS x6" SCREWS TRIM AS REQD TO DESIRED OVERHANG PER ARCH RAFTER PER PLAN W/ LTPS CLIP @ 16"OC RAFTER PER PLAN LEDGER PER 4/S5.2 STUD WALL & SHTHG PER PLAN 2x BLKG W/ LUS HGR @ 48"OC 0.148"Ø x 3 1/4" TOENAIL EA SIDE RAFTER PER PLAN SHTHG PER PLAN DIAPHRAGM NAILING PER PLAN LOW ROOF DOES NOT OCCUR AT SIM CONDITION BOUNDARY NAILINGPER ARCH2'-6" MAXMIN7"MIN 3" PER ARCH MAX PER ARCH 1'-0" EDGE NAILING FASCIA PER ARCH RAFTER PER PLAN NOTCH RAFTER AS REQD (2) #4 CONT CMU WALL & REINF PER PLAN 2x DBL TOP PL BOUNDARY NAILING BOUNDARY NAILING STUD WALL & SHTHG PER PLAN 2x PT NAILER W/ 5/8"ø & AB @ 48"OC PER ARCH 2x BLKG W/ LTP5 CLIP @ 16"OC NOTE: CONNECT EACH RAFTER TO TOP PLATES WITH H2.5 (NOT SHOWN FOR CLARITY).MIN6"EQ3"3"EQRAFTER PER PLAN FASCIA PER ARCH 2x SHAPED BLKG W/ LTP5 CLIP @ 16"OC NOTCH RAFTER AS REQD STUD WALL & SHTHG PER PLAN BN 2x DBL TOP PLATE BN SHTHG PER PLAN 2x12 LEDGER W/ (3) SDWS x 4" SCREWS EA STUD RAFTER PER PLAN 0.148"Øx4" NAIL @ 6"OC BTWN STUDS 2x BLKG @ 16"OC EN PER ARCH PER ARCH SHTHG PER PLAN MAX PER ARCH 1'-0" NOTE: CONNECT EACH RAFTER TO TOP PLATES WITH H2.5 (NOT SHOWN FOR CLARITY).MIN6"7" MIN3" MIN CMU WALL & REINF PER PLAN 2x PT NAILER W/ 5/8"Ø AB @ 48"OC STUD WALL & SHTHG PER PLAN (2) #4 CONT PER ARCH BOUNDARY NAILING tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:57:20 AMS5.2 STRUCTURAL DETAILS FOR: SCALE: 1" = 1'-0"8 ROOF RAFTERS PARALLEL TO WALL SCALE: 1" = 1'-0"7 EXTERIOR WALL PERPENDICULAR TO RAFTER SCALE: 1" = 1'-0"4 ROOF RIDGE SCALE: 1" = 1'-0"3 STUD WALL TO CMU EDGE NAILING 46 DCI En GlnEERS • • \ 0--_---- r i 0------ FOR PERMIT n... ~-~ d~ f« OO(lll'lndial1 '.....;1 ~ b-tubmls'llon T.O ~ 11.Ndlcdm . .. , .. ~~---' ~IIJtN)ritvlc,r.........,....._ _ _ ,,._,"""".,._fllflllClin~ L . ..-··"~ ,,,.~thallr« tt, "urlt-JlfflC-.fimt.vii11•lllhority=OCI-· ' 0------ / - 0------ T/STL PER PLAN CAP PL3/8 TYP HSS BEAM PER PLAN TYP 1/4 (3) SIDES TYP HSS EAVE BEAM PER PLAN TYP HSS HIP BEAM PER PLAN 1/4 MITER CAP PL3/8 HSS BEAM PER PLAN TYP 1/4 4"EQEQEQEQSHTHG PER PLAN EDGE NAILING PER ARCH RAFTER PER PLAN LUS HGR EA RAFTER HSS BEAM PER PLAN CONT 3x NAILER W/ (2) 5/8"ø WELDED THRD STUD C'SINK 1" @ 16"OC EA SIDE HSS RIDGE BEAM PER PLAN 3x CONT NAILER W/ 5/8"Ø WELDED THREADED STUD @ 16"OC CTRSK TYP LUS HGR EA RAFTER TYP RAFTER PER PLAN TYP PER ARCH EN EN SHTHG PER PLAN LSTA24 STRAP @ 32"OC E D PER PLAN PER ARCH SLOPED HSS BEAM PER PLAN HSS RIDGE BEAM PER PLAN HSS COL PER PLAN 1/4 1/4TYP MITER SHTHG PER PLAN SHAPED NAILER BEYOND TYP tb_pfqbW==ïïïKÇÅáJÉåÖáåÉÉêëKÅçã `fsfi=L=pqor`qro^i NMN=tbpq=_ol^at^v=J=prfqb=NOSM p^k=afbdlI=`^ifclokf^=VONMN melkbW=ESNVF=OPQJMRMN==J==c^uW=ESNVF=OPQJMRUO ® VV NF 539 South Cedros Avenue Solana Beach, CA 92075 858-350-0544 REVIEWED BY: DATEINSPECTOR "AS BUILT" DATEP.E.EXP. AVIARA COMMUNITY PARK SDG PROJECT NO: 15-406 PLT DATE: 07/28/2016 CITY OF CARLSBAD RVWD BY:OTHER APPROVAL INITIALDATE SHEET SHEETS DWN BY: CHKD BY: PROJECT NO. DRAWING NO.DATE INITIAL ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION PARKS & RECREATION DEPARTMENT APPROVED BY: PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17 DATE JOHN EDWARD MAASHOFF 491-34604 E C E 2 h n iLc.AC www.sc peelt ho C Hs T DD NAAB L W HTI M I N A o 4 NV ,219 idt es gn.c 1-632}91 138, im {e d 6 31 9 f elimisca Z 3 m 62 4 G T N G N ARTIS OR N M E S NI N V I G I ,PU I PX RESSI SEN SI T R CI TA O E L 98-632} 716{ 9 2 G . I N DESI Y C O N I VI T N xS11 i 9DeAvenu , San iego, CAth 2101iSu te 005 ,11 86 J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvt9/14/2016 10:57:24 AMS5.3 STRUCTURAL DETAILS FOR: SCALE: 1" = 1'-0"1 SLOPED HSS CONNECTION AT EAVE SPLICE SCALE: 1" = 1'-0"3 HIP CONNECTION SCALE: 1" = 1'-0"2 SLOPED HSS BEAM TO EAVE CONNECTION SCALE: 1" = 1'-0"4 CANOPY ROOF EDGE SCALE: 1" = 1'-0"8 RIDGE CONNECTION SCALE: 1" = 1'-0"12 BENT BEAM CONNECTION AT RIDGE 47 ------------ I I I I I I I I I I I I I I I I I I I I I I -I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0------ DCI En GlnEERS • • of----------- FOR PERMIT n... ~-~ d~ f« OO(lll'lndial1 '.....;1 ~ b-tubmls'llon T.O ~ 11.Ndlcdm . .. , .. ~~---' ~IIJtN)ritvlc,r.........,....._ _ _ ,,._,"""".,._fllflllClin~ L . ..-··"~ ,,,.~thallr« tt, "urlt-JlfflC-.fimt.vii11•lllhority=OCI-· ' '' ' 0------ 0------ L NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O NM0.1MECHANICAL SHEET INDEXMECHANICAL COVER SHEETSHEET NUMBER SHEET TITLEM2.1 MECHANICAL FLOOR PLANM5.1 MECHANICAL DETAILSAIR DISTRIBUTION SCHEDULEMODELRANGE(IN)SYMBOL TYPENECK SIZE(CFM)EXHAUST/SUPPLYAIRALUMINUM CONSTRUCTION. FOR INSTALLATION IN HARD LIDCEILING OR SIDEWALL: FACE SIZE SHALL BE NEXTINCREMENTAL SIZE ABOVE NECK CONNECTION UNLESSNOTED OTHERWISE (TITUS 350 OR EQUAL), 15 DEGREEDEFLECTION.E1/S1251-3500-2508x810x10RANGE(IN)NECK SIZE(CFM)TAGGENERAL DATAFAN SCHEDULEGREENHECKSQ-80-VGMANUFACTURER MODEL NO.CONCESSIONS, STORAGE CEILING SPACEAREA SERVEDLOCATIONELECTRICAL DATA300 0.5 1612DESIGN(IN)E.S.P.FANRPM1/6MOTORHP115/1/60REMARKSV./PH./Hz.60(LBS.)WEIGHTCFMEF1SF1MENS & WOMEN RESTROOMS UTILITY CHASETAGGENERAL DATAGRAVITY VENTILATOR SCHEDULEGREENHECK FGR(8x8 THROAT)MANUFACTURER MODELROOFAREA SERVEDLOCATION380 0.05 600DESIGN(IN)E.S.P.FANFPMREMARKS37(LBS.)WEIGHTCFMGV1MENS & WOMEN RESTROOMSGREENHECKSQ-85-VGMECHANICAL BASIS OF DESIGNVENTILATION SHALL BE PROVIDED BY AN INLINE EXHAUST FAN LOCATED IN THE UTILITY CHASE DISCHARGING TO A NEW GRAVITY RELIEF HOODON THE ROOF. MAKEUP AIR WILL BE DRAWN IN THROUGH OPENINGS IN THE WALL. EXHAUST RATES COMPLY WITH THE MINIMUM EXHAUSTFOR PUBLIC TOILETS PER ASHRAE 62.1-2013.RESTROOMSCONCESSIONS ROOM AND STORAGEVENTILATION SHALL BE PROVIDED BY AN INLINE SUPPLY FAN LOCATED IN THE CEILING SPACE ABOVE IN THE CONCESSIONS (ROOM 101) WITH THEOUTSIDE AIR INTAKE AT THE EXTERIOR WALL FROM A WEATHER HOOD. RELIEF AIR WILL EXIT THROUGH WALL AND DOOR LOUVERS BYARCHITECTURAL. THE SUPPLY FAN IS SIZED TO PROVIDE 4 AIR CHANGES PER HOUR TO THE SPACE.380 0.25 1475 1/6115/1/60EOAWPDVDVTRUTRPDPIPE DOWN OR DROPNTSMBHIDGPMGAOUTSIDE AIRVENT THROUGH ROOFUP THROUGH ROOFWATER PRESSURE DROPVOLUME DAMPERPRESSURE PROPTHOUSAND BTU PER HOURNOT TO SCALEGALLONS PER MINUTEINSIDE DIAMETERGAUGEHVAC LEGENDEXISTING DUCT - SINGLE LINEEXISTING DUCT - DOUBLE LINEEXHAUST AIR DUCT - DOWNSUPPLY AIR DUCT - DOWNSUPPLY AIR DIFFUSERRETURN AIR DIFFUSEREXHAUST AIR DUCT - UPSUPPLY AIR DUCT - UPEXHAUST AIR DIFFUSERDUCT RISEDUCT TRANSITIONSDUCT DROPDUCT - SINGLE LINE (NEW)DUCT - DOUBLE LINE (NEW)EXISTING DUCT OR EQUIPMENT TO BE DEMOLISHEDDESCRIPTIONEASASYMBOLDRDNABBREV.UPCONTAFF ABOVE FINISHED FLOORCONTINUATIONDIA DIAMETERBY ELECTRICAL CONTRACTORREGISTER/DIFFUSER TYPES2AHCASB186-1EQUIPMENT TAGUNIT NUMBEREQUIPMENT TYPEREGISTER OR DIFFUSER TAG650S116x16NECK SIZECFMDESCRIPTION OF TAGS60TITLE 24 ENERGY REQUIREMENT NOTES1.2.3.ALL NEW SUPPLY AIR DISTRIBUTION DUCTWORK SHALL BE INSTALLED, SEALED, AND INSULATED TO MEET THE REQUIREMENTS OFTITLE 24 CAC PART 6, SECTION 120.4 AND 140.4(l). DUCT LEAKAGE SHALL NOT EXCEED 15% .ALL ACCEPTANCE TESTING TO MEET THE REQUIREMENTS OF TITLE 24 CAC PART 6, SECTION 120.5 (A) SHALL BE COMPLETE PRIORTO OCCUPANCY.COMPLIANCE DOCUMENTATION FOR THE REQUIRED COMMISSIONING TO MEET THE REQUIREMENTS OF TITLE 24 ARE SUBMITTEDSEPARATELY IN 8-1/2x11 FORMAT. PROJECT IS LESS THAN 10,000 SF.1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR THE CONSTRUCTION OF THE HVACSYSTEM.2. ALL SIZES INDICATED ON THE PLANS ARE THE MINIMUM ALLOWABLE AND ARE BASED ON THE PERFORMANCE REQUIRED. NONE OFTHE DUCT OR PIPE VELOCITIES SHALL EXCEED THE VELOCITIES ESTABLISHED BY THIS CRITERIA.3. HANDLE, STORE, AND INSTALL ALL EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS.4. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF DIFFUSERS, REGISTERS, GRILLES AND ACCESSPANELS.5. ALL DUCT DIMENSIONS, AS SHOWN ON MECHANICAL DRAWINGS, ARE CLEAR INSIDE DIMENSIONS.6. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO STRUCTURE, MECHANICAL,PLUMBING, ELECTRICAL, EQUIPMENT, AND ALL OTHER EXISTING SYSTEMS, AND MAKE NECESSARY PROVISIONS TO MAINTAIN THEINTEGRITY OF SAID SYSTEMS PRIOR TO THE COMMENCEMENT OF DEMOLITION, IF ANY. SEE STRUCTURAL, MECHANICAL, PLUMBING,ELECTRICAL AND EQUIPMENT DRAWINGS FOR ANY SYSTEMS OR PORTIONS THEREOF TO BE REMOVED, RELOCATED, REVISED ORABANDONED. ALL POSSIBLE CARE SHALL BE EXERCISED BY THE CONTRACTOR TO INSURE THAT ANY SAID UTILITY WILL NOT BE THECAUSE OF ENDANGERMENT TO THE LIFE OR HEALTH OF ANY PERSON.7. PRIOR TO DELIVERY OF MATERIALS TO THE CONSTRUCTION ZONE AND REMOVAL OF WASTE FROM THE SITE, THE CONTRACTORSHALL CHECK WITH THE OWNER FOR AN ACCEPTABLE ACCESS ROUTE AND TIME. UNDER NO CIRCUMSTANCES SHALL THECONTRACTOR, SUBCONTRACTOR'S, OR ANY OF THEIR EMPLOYEES USE ANY AREA OUTSIDE THE CONSTRUCTION ZONE WITHOUTPRIOR APPROVAL FROM THE OWNER.8. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, SERVICES, AND POINTS OF CONNECTION PRIOR TO START OFWORK.9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW & COORDINATION OF ALL THE DRAWINGS INCLUDINGARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCY INTHE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER PRIOR TO THE INSTALLATION OF THE WORKSO A CLARIFICATION MAY BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODEREQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER.10. DUCTWORK, PIPING AND CONDUIT, AS SHOWN ON DRAWINGS, IS CONCEPTUAL AND SHALL BE FABRICATED AND INSTALLED BASEDON ACTUAL FIELD MEASUREMENT. COORDINATE WITH OTHER TRADES AS REQUIRED.11. ALL SUPPLY AIR DUCTWORK SHALL HAVE RADIUS ELBOWS.12. SUPPLY DIFFUSERS SHALL BE 4-WAY THROW UNLESS NOTED OTHERWISE.MECHANICAL GENERAL CONSTRUCTION NOTESCONTRACTOR SHALL SEAL ALL ENDS OF DUCT OPENINGS AND COVER MECHANICAL EQUIPMENT DURING CONSTRUCTION PER CGC 5.504.3.13.PROVIDE WITH MERV 8 FILTER.UH1GAS-FIRED UNIT HEATER SCHEDULEMODEL NO.GENERAL DATAMANUFACTURERTAGSYSTEM SERVED LOCATIONREMARKS(MBH)CAPACITYWEIGHT(LBS.)PHASEVOLTAGE/RATINGMAX AMP2090115/1SPACE-RAYCOLD BLOCKERCB202.6OUTPUTSEE PLANSCOMMUNITY ROOMSIZECONNECTIONGAS1/2INFRARED RADIANT TUBE HEATER, SINGLE STAGE PULL THROUGH WITH DRAFT INDUCER, SPARKIGNITED SAFETY PILOT WITH ELECTRONIC FLAME SUPERVISION, REMOTE LINE VOLTAGETHERMOSTAT, VENT AND COMBUSTION AIR ROOF CAPS, AND ALUMINUM DECORATIVE GRILLE KIT.0-60 MIN TWIST TIMERTSTOGGLE SWITCHPROVIDE WITH FACTORY ROOF CURB.EFFICIENCYCOMBUSTIONMINIMUM80%Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:04:34 PMM0.1MECHANICAL COVER SHEET FOR:EARG48APi-D -' I I -11 I I 11 -I I I I ", ', [3J ~· [:;.;.] ~ [3J C:'' V [3J 1/<1 [3J -, ,, -,, ·? C D D * I ~ --- NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O N4567CB 23DAKEYNOTESSF112"x12"220S110"x10"80S110"x4"140E110"x6"140E1STORAGE104CONCESSIONSROOM101MEN103WOMEN102TRASH106ELEC108EF1UTILITY CHASE10712#114x14 EA DUCT UP TO GRAVITYVENTILATOR (GV-1) LOCATED ON ROOF.INSTALL EF-1 INLINE IN VERTICALPORTION OF DUCT AND SUPPORT FROMSTRUCTURE WITH ROD HANGERS. REFERTO 1/M5.1 FOR GRAVITY VENTILATORINSTALLATION DETAIL. REFER TO 3/M5.1FOR CONTROLS DETAIL.10"ø8"ø6"ø10"x10"GV18"ø8"ø2OA DUCT OUT SIDEWALL TOWEATHERHOOD WITH BIRDSCREEN.REFER TO 2/M5.1 FOR INSTALLATIONDETAIL. REFER TO 3/M5.1 FOR CONTROLSDETAIL.2GENERAL NOTESPROVIDE MANUAL BALANCE DAMPERS ONALL NEW BRANCH DUCTWORK.REFER TO 4/M5.1 FOR EXHAUST GRILLEINSTALLATION DETAIL.1.2.FACTORY PROVIDED UPDRAFT ROOFMOUNT POWER VENT FOR FIREPLACE.INSTALL PER MANUFACTURER'SINSTALLATION INSTRUCTIONS.3310"x4"100E16"øUH1TSPROVIDE NEW GAS FIRED INFRAREDRADIANT HEATER MIN. 9 FT AFF. LOCATIONSSHOWN ARE APPROXIMATE. INTEGRAL LINEVOLTAGE TOGGLE SWITCH AND TWISTTIMER FURNISHED BY MANUFACTURER.INSTALL FLUE AND COMBUSTION AIRASSEMBLY THRU ROOF PERMANUFACTURER'S INSTRUCTIONS. REFERTO ARCHITECTURAL FOR FLASHING DETAIL.44FUTURE LOCATION OF PORTABLE AIRCONDITIONER. BASIS OF DESIGN ISEDGESTAR MODEL PAC 8000. PORTABLE AIRCONDITIONER IS NOT-IN-CONTRACT, TO BEPROVIDED AND INSTALLED BY OWNER. SEEARCHITECTURAL DRAWINGS FOR LOCATIONSOF INTAKE AND RELIEF LOUVERS.55Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtNORTHDATEPUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFF9/14/2016 2:04:41 PMM2.1MECHANICAL FLOOR PLAN FOR: 1/4" = 1'-0"1MECHANICAL FLOOR PLANEARGEARG49AP~ Cj / . )' x/ v·;;-. ,/" (-"\ >>'.. ~i /y r· ,/-,./-.__ ·-------. Q ' ' .. · .. » 1/ / ····./ ·----.. / _"' _.' L IVJII - -_I -L --* T • -_ __j._ 1///i'<ii> / I 1111 I I> 1 L -le.::_-:. ,~ ........... ,, .. -/=x-•-<-X.,...,..•·.,...,..,·•-x-~ /-,,-x'""'ll -~ -LJ LJ ", i I , ' i > -I I , 1 : 11 " 8 I LJ ' ' ' I I 11. 111 ~ LJ '?-I I " I' ' . 1)' rx ~ ·-: / / / ·, ' / < ', LJ I, I \ / X > ·, --"-:; > / ' / ' \ LJ i:7 ' / ' a i / ' /, ' ,., i 2'. / .2. I I I -I, " '' · .. ,, r, r, ' / '< r, I>'.' ' ' " r, / r, l)< I,' I/ 1,· I· I l l • II I,< , ·, ,, , ·• ~-/ X > <1 1/ '', ', I --• ---r--+----~-+-+-~□~-~□ NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O NROOFFLASHINGSECURE TO CURBWITH 1/4" LAGSCREWS (MIN. 2 PERSIDE)PRE-FAB ROOF CURB W/1" NAILER & CANT. STRIPFLANGE DUCT OVERTOP OF CURB W/ 1/4"FOAM RUBBERGASKETGRAVITY VENTILATORDOWN TO VERTICAL INLINE EXHAUST FANIN-LINE SUPPLY/EXHAUSTFAN - SEE SCHEDULEMOTOR W/BELT GUARD -LOCATE MOTOR ON SIDE ORBOTTOM OF FAN FORACCESSIBILITYDUCT SIZE TOMATCH FAN INLETSUSPEND FAN FROMSTRUCTURE W/RODHANGERSROOFSTRUCTUREVIBRATION ISOLATION(SEE SPECIFICATION)FLEXIBLE DUCTCONNECTION (TYP.)DUCT SIZE AT FANTO MATCH FAN OUTLETSEE PLANS FORSIZE OF DUCTSEE PLANS FORSIZE OF DUCTSEQUENCE OF OPERATIONSET POINTS: ALL SET POINTS SHALL BE ADJUSTABLE.FAN OPERATION:THE FAN SHALL BE SET TO RUN WHEN OCCUPANCY IS DETECTED AT AT LEAST ONE OF THEOCCUPANCY SENSORS ASSOCIATED WITH EACH FAN.WHEN ANY ONE OCCUPANCY SENSOR IS ENERGIZED, THE FAN SHALL TURN ON AND RUN FOR AMINIMUM OF 30 MINUTES.T120V/1PH/60HZSTATUSSTART/STOPDoDiFANCONTROL PANEL120V/1PH/60HZ(TYP.)EOCCUPANCYSENSOR AUX.OUTPUTDISCONNECT SWITCHAiEOSMOTOR-RATEDCONTACTOSROOM OCCUPANCYOSSUSPENDED CEILINGROUND NECK EXHAUSTGRILLE, SEE FLOORPLANS FOR EXACT SIZECONNECT TO RIGID DUCT.ATTACH FLEX DUCTCOLLAR TO EXHAUSTGRILLE NECK WITHPANDUIT STRAP AND AMIN. OF 3 SHEET METALSCREWS TO PREVENT ITFROM PULLING AWAY. NODUCT TAPE.SECURE #12 WIRE TOSTRUCTURE ABOVEACOUSTICAL FLEX. DUCT45°24 GA SHEET METALSTRAP 2" WIDE (TYP.)NOTES:1. REFER TO SPECIFICATIONS FOR DUCTWORK INSULATION REQUIREMENTS.2. IN LIEU OF THE SEISMIC ATTACHMENT CLIPS THE CONTRACTOR CAN PROVIDE CEILING DIFFUSERS WITH EARTHQUAKE TABSSECURE TO THE STRUCTURE WITH 12 GA WIRE.3. IN LIEU OF SUPPORTING THE DUCT WITH 12 GAUGE WIRE THE CONTRACTOR CAN PROVIDE 2"-24 GA SHEETMETAL STRAPSECURED TO STRUCTURE.4. PROVIDE MINIMUM RADIUS OF 1.5 DUCT DIAMETER FROM CENTER LINE OF DUCT.SEISMIC ATTACHMENTFIELD FABRICATEDSHEETMETAL CLIPS ATOPPOSITE CORNERS#12 HANGER WIRETO STRUCTUREAT 4 CORNERSFOR ATTACHMENTBALANCING DAMPERLOCATED AT BRANCHIN A ACCESSIBLE AREAOR MECHANICAL CHASESEQUENCE OF OPERATIONOCCUPIED MODE: THE GAS-FIRED RADIANT UNIT HEATER SHALL BE CONTROLLED BY THELOCAL UNIT CONTROLLER TO BE ENABLED 24 HOURS PER DAY 365 DAYS PERYEAR. PACKAGED UNIT GAS CONTROLS SHALL INCLUDE SINGLE-STAGE COMBINATIONGAS CONTROL, IGNITION CONTROL AND SINGLE-STAGE LIKE VOLTAGE THERMOSTAT.TOGGLE SWITCH AND LINE VOLTAGE TWIST TIMER.HEATING MODE: ON A CALL FOR HEATING FROM THE TWIST TIMER WITH THE TOGGLE SWITCH IN THE "ON" POSITION, THE UNITSHALL FIRE AT 100% FULL FIRE UNTIL THE TIMER REACHES "0". THE UNIT SHALL REMAIN "OFF" WHENEVER THE TOGGLESWITCH IS IN THE "OFF" POSITION, REGARDLESS IF THE TWIST TIMER IS ACTIVATED.SAFETIES (FACTORY SUPPLIED)•AUTOMATIC RESET HIGH LIMIT SWITCH SHALL SHUTOFF GAS SUPPLY IFOVERHEATED.•TIME DELAY RELAY ON FAN FOR WARM-UP AND COOL DOWN OF HEATEXCHANGER.PACKAGED UNITCONTROLLERUH-(TYP.)ETOGGLE SWITCH0-60 MIN TWISTTIMER120V/1PH/60HZIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:04:47 PMM5.1MECHANICAL DETAILS FOR:NO SCALE1GRAVITY VENITLATOR DETAILNO SCALE2INLINE SUPPLY/EXHAUST FAN DETAILNO SCALE3SUPPLY/EXHAUST FAN CONTROL DETAILNO SCALE4SUPPLY/EXHAUST GRILLE DETAILEARGNO SCALE5GAS-FIRED HEATEREARG50AP* '\ I ~'-->• ":.)'-'-' • ,---' ' ' ' ;: --------------C . .~, I i ,L / ,> • I •, f------------,----,_------,J _L_ ' -1, m--~ ] < ,..,v : . -. · .. / -· D D I ~ --- NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O NWATER PRESSURE CALCULATIONSCW PIPING SIZING CHARTHW PIPING SIZING CHARTFIXTURE UNIT CALCULATIONS(FPS)VELOCITY431/2''1''3/4''2''1 1/2''1 1/4''2940708175---13518523032197.928110886.25.5FLUSH TANKSIZEGPM---FIXTURE UNITSFLUSH VALVE8 FPS MAX(FPS)VELOCITY31/2''1''3/4''713------3158FLUSH TANKSIZEGPM---FIXTURE UNITSFLUSH VALVE5 FPS MAX455WATER CLOSET - FLUSH VALVEFIXTURE TYPEFU53TOTAL15QTYWATER FUTOTAL18FU6WASTE FUTOTAL FU:36GPM:46-25RESIDUAL PRESSURE AT LAST OUTLET (PSIG)PRESSURE AVAILABLE FOR DROP (PSIG)TOTAL DEVELOPED LENGTH (TDL)MAXIMUM ALLOWABLE PRESSURE DROP (PSIG/ 100 FT)= 7.6 PSI / 100-FT29.4 x 100 PSI385 FT385 FT29.4DEMAND FLOW (GPM)PRESSURE DROP AT METER (PSIG)STATIC PRESSURE DROP (PSIG) (20' x .43)PRESSURE DROP THRU BACKFLOW PREVENTER (PSIG)MAIN PRESSURE (PSIG)-8.611PRESSURE ANALYSIS135 FU/46 GPM75FLOOR DRAINLAVATORY2004241441URINAL414221. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES, INCLUDING THE 2013CALIFORNIA PLUMBING CODE.2. FABRICATE AND SUPPORT PIPING IN ACCORDANCE WITH THE CPC 2013 EDITION, AND THE SMACNACONSTRUCTION STANDARDS. PROVIDE SEISMIC RESTRAINT FOR PIPING IN ACCORDANCE WITH THESMACNA SEISMIC RESTRAINT MANUAL GUIDELINES FOR MECHANICAL SYSTEMS LATEST EDITION.3. THE NUMBER AND TYPES OF ACCESS PANELS SHALL BE DETERMINED BY CODE REQUIREMENTS,SPECIFICATIONS AND DRAWINGS. THE SIZE AND LOCATION OF EACH PROPOSED PANEL SHALL BELOCATED BY THE CONTRACTOR ON ARCHITECTURAL DRAWINGS INTERIOR ELEVATIONS ANDREFLECTED CEILING PLAN SUBMITTED TO THE ARCHITECT FOR REVIEW AND COMMENT. DO NOTINSTALL PANELS UNTIL LOCATION HAS BEEN CONFIRMED BY ARCHITECT IN FIELD.4. BEFORE THE START OF WORK, CONTRACTOR TO VERIFY THE SIZE, TYPE AND LOCATION OF ALLEXISTING UTILITIES, AND ALL POINTS OF CONNECTIONS. ANY DISCREPANCIES SHALL BE BROUGHT TOTHE ATTENTION OF THE ENGINEER.5. MINIMUM BUILDING DRAINAGE SYSTEM SLOPE SHALL BE 2% AS REQUIRED BY CPC.6. PROVIDE PIPE PENETRATIONS THRU FIRE RATED WALLS TO MATCH WALL FIRE RATING.7. FOR CLARITY, NOT ALL PIPING AT FIXTURE IS SHOWN. PROVIDE PER SCHEDULES AND DETAILS.GENERAL NOTESABBREVDESCRIPTIONABBREVDESCRIPTIONABBREVPLUMBING SYMBOL LISTOS&YFDCOS&YFCO/COTGSYMBOLDESCRIPTIONABBREVABOVEDROPRISEABOVE CEILINGAREA DRAINABOVE FINISHED FLOORACCESS PANELBELOWCEILINGBELOW FLOORBOTTOM OF PIPECAST-IRONACID VENT THRU ROOFDNUPABVAPADAFFA/CBELAVTRARCHCICLGBOPB/FCONCRETECLEARDOWNDIAMETERCONNECTIONCONTRACTORCONTINUATIONEXISTINGEACHFINISHEDFIRE HOSE CABINETFEET PER MINUTEDRAWINGSCLRCONTCONNCONCDNCONT'RDIA°FEAEXISTFINFPMFHCFFEDWGSCO/WCO(E)POCS/WS/WPOINT OF CONNECTIONDENOTES EXISTINGDESCRIPTIONSYMBOLCDVCWHWHWRTP TRAP PRIMERHOT WATER RETURNCONDENSATE DRAINSANITARY VENTCOLD WATERHOT WATERLPG LOW PRESSURE NATURAL GASCDTPLPGREMOVE EXISTING EQUIP./PIPINGSOIL/WASTE PIPE BELOW FLOOR/GRADESOIL/WASTE PIPE ABOVE FLOORFEETGRADEHEADGAUGEGALLONS PER MINUTEGALVANIZEDFINISHED FLOORHEADERPOUNDSINVERTMEDIUM PRESSURE GASMAXIMUMMECHANICALINVERT ELEVATIONFTGPMFLRHDGALVGRGAIELBSINVHDRMPGMECHMAXMINIMUMMOUNTEDNUMBERNOT IN CONTRACTNOT TO SCALEQUANTITYSHEETPLUMBINGSTAINLESS STEELPRESSURE DROPOPERATINGNICMTDMINNTSNO.NPSHPDPSISSSHTQTYPLBGOPERMANUFACTURERMFRTYPICALVITRIFIED CLAY PIPESPECIFICATIONSQUARE FEETSTRUCTURALTEMPERATUREVOLUMEYARD BOXWEIGHTVOLTS/PHASE/HERTZWATER COLUMNWATER PRESSURE DROPVENT THRU ROOFSQ FTSTRUCTSPECVCPUNOTYPTEMPW.C.V/PH/HZVOLYBWGTWPDVTRRPBFPGATE VALVEPRVPGP & TSTRGCPRESSURE GAUGEBALANCING VALVEBUTTERFLY VALVEPRESSURE REDUCING VALVEGAS COCKCHECK VALVEBALL VALVEGLOBE VALVECPTHHBUNCV(2W)TW/PPTPCLFCWHAREDWATER HAMMER ARRESTORPITCH IN DIRECTION OF SLOPEFLEXIBLE CONNECTIONCAPPED LINETRAP PRIMERREDUCERTEST WELL / PETES PLUGCIRCULATION PUMP (IN-LINE)CONTROL VALVE (2-WAY)HOSE BIBBUNIONTHERMOMETER2%REDUCED PRESSURE BACKFLOW PREVENTERPRESSURE AND TEMPERATURE RELIEF VALVESTRAINER WITH DRAIN VALVE & HOSE ENDACOMPRESSED AIRAUNLESS NOTED OTHERWISENET POSITIVE SUCTION HEADPOUNDS PER SQUARE INCHDEGREES OF FAHRENHEITFINISH FLOOR ELEVATION2-WAY FIRE DEPARTMENT CONNECTIONFLOOR CLEANOUT / CLEANOUT TO GRADECLEANOUT / WALL CLEANOUTARCHITECT OR ARCHITECTURALOUTSIDE SCREW & YOKEOUTSIDE SCREW & YOKES/WS/WACID VENTAVACID WASTEAWP0.1PLUMBING SHEET INDEXPLUMBING COVER SHEETSHEET NUMBER SHEET TITLELAV-1WC-1S-1MSK-1PLUMBING FIXTURE SCHEDULEPLUMBING EQUIPMENT SCHEDULEDESCRIPTIONHWCWVS/WCONNECTION SIZESTRAPFIXTURE TYPENO.UNITLAVATORY1-1/4"1/2"1-1/2"2"1/2"AMERICAN STANDARD REGALYN WALL-MOUNT LAVATORY. FAUCET HOLES ON 4" CENTER.WITH CHICAGO METERMIX FAUCET. 0.5 GPM VANDAL PROOF NON-AERATING SPRAY. PROVIDECHICAGO #131 MIXING VALVE BELOW LAV WITH MAX TEMP SET AT 110 DEG F.INT1"4" 2"-WATER CLOSETAMERICAN STANDARD AFWALL MILLENIUM FLOWISE 1.1 GPF (BACK SPUD CONNECTION)2634.101. WHITE, ELONGATED OPEN FRONT SEAT LESS COVER. PROVIDE WITH SLOANHYDRAULIC MODEL FLUSHOMETER. MODEL 940-1.6.SINKSTAINLESS STEEL, SINGLE COMPARTMENT DROP-IN SINK, 18 GA, SELF-RIM DESIGN, 1-1/2" IPSBASKET DRAIN. ADVANCE TABCO MODEL DI-1-168. DECK-MOUNTED RIGID SWING GOOSENECKFAUCET, 4" O.C. MODEL K-316-LU(ADA). 0.5 GPM WITH 2-3/8" VANDAL PROOF LEVER HANDLE.PROVIDE MODEL K-88 DRAIN ROUTED TO REAR.1/2"2" 1-1/2" 1/2"1-1/2"MOP SINKSWANSTONE MS2424, WITH CHICAGO FAUCET #897 RCF, 3" GRID DRAIN, 'P'TRAP, INTEGRAL STOPS AND VACUUM BREAKER, VINYL COATED RIM GUARD,AND OPTIONAL WALL GUARD.2"2"3/4"2"1.5 KW150208/1/60WATER HEATER(LBS)WEIGHTOPERATINGV/PH/HZHPELECTRICAL DATADESCRIPTIONEQUIPMENT TYPENO.UNIT"A.O. SMITH" MODEL DEL-10 ELECTRIC WATER HEATER. 10 GALLON CAPACITY,6 KWIMMERSION HEATER, CALIFORNIA ENERGY COMMISSION APPROVED AND UL LISTED.WH13/4"P2.1 PLUMBING FLOOR PLAN - WASTE AND VENTP2.2 PLUMBING FLOOR PLAN - WATER AND GASP5.1 PLUMBING DETAILSSINKMOP SINK11.51.52213322HB-1HOSE BIBBACORN 8120-LF EXTERIOR HOSE BIBB. PROVIDE WITH WALL MOUNTED LOCK BOX.3/4"-UR-1URINAL2" 3/4"2"-AMERICAN STANDARD WASHBROOK, FLOWISE, UNIVERSAL URINAL 6515.001 (BACK SPUDCONNECTION). PROVDE WITH SLOAN HYDRAULIC ROYAL MODEL FLUSHOMETER. MODEL995.FD-1FLOOR DRAIN1-1/2"2" -2"-1-1/2"CAST IRON DRAIN, CLAMPING FLANGE WITH NICKEL BRONZE STRAINER AND 1/2"TRAP PRIMER CONNECTION.- -P4.1 PLUMBING DIAGRAMS-150EXPANSION TANKAMTROL EX-15, 2.0 GALLONSET1LOW PRESSURE GASGSHUT OFF VALVESOVHB/QUICK COUPDRINKING FOUNTAIN62.5+17.5--20.51--PIPE SCHEDULES E R V I C EL O C A T I O NWATERINSIDETYPE "K" COPPERTYPE "L" COPPERNO-HUB CAST IRONSCH. 40 SOLID WALL PVCWASTEVENTNATURAL GASM A T E R I A L SF I T T I N G SLEAD FREE SOLDERED FITTINGSOUTSIDEABOVE GRADEBELOW GRADEABOVE GRADEBELOW GRADEINSIDEOUTSIDE4-BAND NO-HUB COUPLINGS2-BAND NO-HUB COUPLINGSSCH. 40 THREADED FITTINGS WITH POLYETHYLENE JACKETLEAD FREE SOLDERED FITTINGSSOLVENT WELDED FITTINGSSCH. 40 THREADED FITTINGSXXXXXXSCH. 40 BLACK STEELXXSOLVENT WELDED FITTINGSIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:04:53 PMP0.1PLUMBING COVER SHEET FOR:EARGEARG51AP,/ ,/ / " /' \. \ / , __ ! \ I 19 ■ L_ --~ ---'·<::;c---__ c-.. --, ---)------~1---" * NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O N4567CB 123DAWOMEN102MEN103UTILITY CHASE107CONCESSIONSROOM101STORAGE104TRASH106WC-2WC-2UR-1WC-1MSK-1LAV-1(TYP.2)LAV-1(TYP.2)FD-14" FCOFD-1S-12"S4"S4"S4"S4"S4"S2"S2"S2"S2"S4"VTR3"V 2"V 2"V4"S1-1/2"VTRPOC TO SEWER LINE REFER TO C1.1 FORCONTINUATION NEAREST UPSTREAMMANHOLE RIM. ELEVATION 319.73 FTFD-1FD-1FD-1FD-12"S2"S2"S1-1/2"V B/G1-1/2"V B/G1-1/2"V B/G1-1/2"V B/GFD-1FD-11-1/2"V3"S2"VWH1FD-12"S2"SFFE = 321.40 FT2" WCO2%2%1%TWO WAYCLEANOUT8P5.1Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtNORTHDATEPUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFF9/14/2016 2:05:00 PMP2.1PLUMBING FLOOR PLAN - WASTE AND VENTFOR: 1/4" = 1'-0"1PLUMBING PLAN - WASTE & VENTEARGEARG52AP-----\ QJ CJ::::J L ✓ == -> ' -I I ' D NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O N4567CB 123DAWOMEN102MEN103UTILITY CHASE107CONCESSIONSROOM101STORAGE104TRASH106WC-2WC-2UR-1WC-1LAV-1(TYP.2)LAV-1(TYP.2)FD-1FD-1S-12"CW B/G1/2"CW1/2"HW3/4"HW2"CW1/2"HW1-1/2"CW1/2"HW1/2"CWWH1MSK-1HB-1HB-1TP-1KEYNOTES2#1PROVIDE POLYVALVE AND EXCESSFLOWVALVE WITHIN 5 FT. OF POC IN VALVE BOX.2GAS METER, AND PRESSURE REGULATOR HIGHPRESSURE 30-60 PSI TO 7"W.C. REFER TO 4/P5.1.3PROVIDE SERVICE SHUTOFF VALVE INACCESSIBLE LOCATION AT THEFIREPLACE. COORDINATE WITHMANUFACTURER FOR ALL CONTROLS ANDGAS TRAIN ASSEMBLY.12POC TO GAS MAINREFER TO 1/C1.1 FORCONTINUATIONPOC TO WATER MAINREFER TO CIVIL SHEET1/C1.1 FOR CONTINUATION3/4" HPG B/G3FD-1FD-1FD-1FD-1FD-1HB-14FIREPLACE CONTROL PANEL AND TIMER.4FD-1ET11/2" G51/2" G WITH SOV1/2" G UP TO A/C1/2" G TO UNIT HEATER56P5.1GAS REGULATOR RATED AT 140 MBH FROMHIGH PRESSURE TO 7" W.C. GAS PIPE SIZINGBASED ON TDL OF 125 FT. (TABLE 1216.2) 2013CPC. SEE RISER.TP-1TP-1FD-11" G ON CANOPYROOF1" G DN TOFIREPLACE7P5.11" G A/CGGGGGGSpace105TWO WAY CLEANOUT4"FCOIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtNORTHDATEPUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFF9/14/2016 2:05:08 PMP2.2PLUMBING FLOOR PLAN - WATER AND GASFOR: 1/4" = 1'-0"1PLUMBING PLAN - WATER AND GASEARGEARG53APQJ ~' ·--. __ _ ,/ I----------/ ---Cf::::] L ----* I I I I □ □ \.\ I l . -" -, / / v I I □ LJ ' ---------I/ -\ '"-, ·. -·x".<•-//x "/,.· /X".<·· >< 4f::::":"":::~\~~~~==========:r~/~==:::t~:r:::rt::~::::::::::::~4:;:_:;::;:_.:;:,j~j jr.?f!:::_ .?":"=----[/ t/ ~· I I 1-~ I', -/ >'. >'. V ··:-/ ,/ ·,,/ ··•:•: ··•.-: ··,.· X ':/ 19 .·~ -I ·•. LJ ---" L r --I -• I r I I ~ ~ ' -' I I I I I it ~~---~-+--+-~□ D ~====---==========~=~ -f----+--------l-------1---------1---------1--______j ;::::==----=~=-~=--=--=--=--=--,=--===---~-~--------~ NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O NS-1WC-2WC-2UR-1LAV-1LAV-1LAV-1LAV-1FD-1MSK-1FD-14" FCOWC-14"VTR4"S3"S4"S2"V2"SS1-1/2"VTR2"V4"S SEE CIVIL CONTINUATIONFD-1FD-1FD-14"SFD-1FD-12"VFD-12" WCOTWO WAY CLEANOUTS-1WC-1WC-1WC-1LAV-1LAV-1LAV-1LAV-1WH1HB-11/2"CW1/2"HWHB-11-1/2"CW1/2"HW2"CW3/4"HW3/4"HW2"CWSEE CIVIL FORCONTINUATIONHB-1MSK-1UR-1ET1FIREPLACEM(120)(20)UH11" G1" GGAS REGULATORRATED FOR 140CFH FROM HPG TO7" W.C.GAS METER BYSDG&E1/2" GGAS SOV ANDEXCESS FLOWVALVE(E)3/4" HPGHPG BYSDG&ENOTE: GAS PIPING SIZINGBASED ON 2013 CPC TABLE1216.2Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:05:15 PMP4.1PLUMBING DIAGRAMS FOR:NO SCALE2WASTE AND VENT RISER DIAGRAMNO SCALE1WATER RISER DIAGRAMEARG54APNO SCALE3GAS RISER DIAGRAM__J --j I f-__J * ; I f-!--rI II II II 11 11 11 e_e_e_e7 II II II II II II II II flllllr71=-=7 II II II ii 1111:: II\_ II ii ii II F--=--, 11 :: 1l1I II II n II \__/Ill II a II I I I I I I I I I L _ D D NO: 31531REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTIANHCEM ICLAAARONPARKING T O NSHUTOFFVALVE (TYP.)UNION (TYP.)FOR CONT.-SEE PLANOVERFLOWPANSUPPORT BRACKETTHERMOMETER (TYP.)TEMPERATUREAND PRESSURERELIEF VALVEP+TRV DISCHARGEROUTED TOEXTERIOR ANDELBOW DN TO 6" AFFDRAIN VALVEW/HOSE CONN.OVERFLOW PANDRAIN SPILL ABOVEJANITOR SINKHOLD RITE QUICKSTRAP #50 OR #100OR EQUIVALENT (TYPOF 2) ATTACH TO MASONRYWALLS USING 3/4" HILTI KBBWITH 5" EMBEDMENTWH1ET1CHECK VALVETRAP PRIMER VALVE WITH INTEGRALBACKFLOW PREVENTER AND VACUUMBREAKER PORT. PRECISIONPLUMBING PRODUCTS MODEL P1-500.DISTRIBUTION UNIT TO BEMOUNTED MIN 18"AFFBALL VAVE3/4"[19] x1/2"[13] TEECW SUPPLYDISTRIBUTION UNITTAPPED P-TRAP ADAPTER,PPP INC. OR EQUALWASTE LINEP-TRAPFINISH FLOOR1/2"[13] COPPER TUBING.ROUTE BELOW FLOOR TOP-TRAPSGRAVELTILE PLUGSECTIONPIPEDIAFINISHED FLOORPE TO STEEL ANODELESS TRANSITION RISER(W/EPOXY COATED STL)WARNING TAPE8" TO 12"BELOW GRADETRACER WIRE NO. 10COPPER (THW.)1/2" VALVEw/PRESS GAGEGAS COCKLOCKABLE TYPEDIELECTRIC UNIONHIGH PRESSURETO 7" W.C.ELBOW SEISMICSWING JOINT (TYP)DIAPHRAM METER WITHPOTENTIAL FOR FUTURECONNECTION TOBUILDING DDC SYSTEMGAS COCK (TYP)1/2" VALVEw/PRESS GAGEBLDG.GAS INTOPIPE SUPPORTFINISHED GRADETAPE (FASTENER)PECMU TRASH WALLEARTHQUAKEVALVEFLOOR DRAIN, REF.SPECIFICATIONSANCHORFLANGEDEEP SEAL"P" TRAPFINISHED FLOOR,SLOPE FINISHEDTO DRAINTRAP PRIMERSLIP ONOUTLET3" MINGAS FIREDEQUIPMENTSHUTOFFVALVE (TYP.)UNIONMAY USE FLEXIBLE PIPING FOR CONNECTIONIF PIPE IS RATED FOR DEMANDTHREADED CAPGASSUPPLY24"TAPEWIREPIPESANDGRADEFLOWPROVIDE "HEAVY DUTY"NICKEL BRONZE COVER FORALL EXTERIOR CLEANOUTS48"X24"X8" DEEP CONCRETE CLEANOUTBOX (BOX IS INDEPENDENT OF PIPE ANDTHEREFORE IS FREE TO MOVE WITH THESETTLEMENT OF GRADE)CLEANOUT FITTINGS ZURNZN-1400-4 (SEE SPECS)GRADE LEVELSAME SIZE AS LINE SERVEDEXCEPT 4" MAXIMUM REQUIRED.SHORT LENGTH OF C.I PIPEFURNISHED WITH CLEANOUT BOXSEWER LINEDOUBLE 2-WAY CLEANOUTIntegrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:05:21 PMP5.1PLUMBING DETAILS FOR:NO SCALE1WATER HEATERNO SCALE2TRAP PRIMERNO SCALE3FLOOR CLEANOUTNO SCALE4GAS METERNO SCALE5FLOOR DRAINEARGNO SCALE6GAS POCEARG55APNO SCALE7GAS TRENCHNO SCALE82-WAY CLEANOUT:1.1 ' .· / ;._ -------,-------~-·' ------+-------/-_.' * !/ ' , L P, --~[·,.I .. ,' I I,,', -----rn \ r! -r ' ~~ 7 ~--+-----~1· ·~ )( __ ,,,.,,,,. = -[ ----GD E \ ~ r,,s .~ ' ' I ► 11[·]. I / 'I .. I I I rr I 7 I ,-\ I __ Ir -µ--,------<.j ~Q .I I .:/";:;' ;'; >C> ~ \ / ' ' 1'>< I I [I " ' ~ ~ I I D I D ~ --- LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017J CEILING MOUNTED JUNCTION BOXJ JUNCTION BOX, FLUSH MOUNTED AT +18" UNLESS NOTED OTHERWISEJJUNCTION BOX, SURFACE MOUNTED AT +18" UNLESS NOTED OTHERWISEBRANCH CIRCUIT CONDUIT, CONCEALED IN WALL OR CEILINGBRANCH CIRCUIT CONDUIT, CONCEALED IN FLOOR OR UNDERGROUNDBRANCH CIRCUIT CONDUIT, RUN EXPOSED2# 12, 3/4"C.5# 12, 3/4"C.3# 12, 3/4"C.6# 12, 3/4"C.4# 12, 3/4"C.7# 10, 3/4"C.BRANCH CIRCUIT HOMERUN WITH PANEL AND CIRCUIT DESIGNATEDA-1WIRING / EQUIP CONNECT SYMB LISTSYMBOL DESCRIPTION1-HOT, 1-NEUTRAL, 1-GROUND RESPECTIVELYTELEPHONE BACKBOARD, SIZE AS NOTED ON PLANSTELEPHONE OUTLET, +18" UNLESS NOTED OTHERWISEWALL TELEPHONE OUTLET, +48" UNLESS NOTED OTHERWISEWTELECOMMUNICATIONS SYMBOL LISTSYMBOL DESCRIPTIONCOMBINATION TELEPHONE AND DATA OUTLET, +18" UNLESSNOTED OTHERWISEGROUNDSINGLE LINE SYSTEM SYMBOL LISTSYMBOL DESCRIPTIONPANELAPANELBOARDSHEET NOTE REFERENCE1MOTORCIRCUIT BREAKERMINTEGRAL KILOWATTHOUR METERGFIWPPOWER SYMBOL LISTSYMBOL DESCRIPTIONDUPLEX CONVENIENCE OUTLET MOUNTED IN FLUSH BOXAT +18" UNLESS NOTED OTHERWISEDUPLEX CONVENIENCE OUTLET MOUNTED IN SURFACE BOXAT +18" UNLESS NOTED OTHERWISEDUPLEX CONVENIENCE OUTLET W/ INTEGRAL GROUND FAULTINTERRUPTER, +18" UNLESS NOTED OTHERWISEDUPLEX CONVENIENCE OUTLET WITH WEATHER PROOF COVER.SPECIAL PURPOSE RECEPTACLE, 208V, +18" UNLESS NOTED OTHERWISE,NEMA CONFIGURATION AS NOTED ON THE PLANSFLUSH MOUNTED BRANCH CIRCUIT PANELBOARDSURFACE MOUNTED BRANCH CIRCUIT PANELBOARDOCCUPANT CONTROLLED DUPLEX RECEPTACLE+18" UNLESS NOTED OTHERWISEDUPLEX MOUNTED ABOVE 18" AFF,+18" UNLESS NOTED OTHERWISEDUPLEX CONVENIENCE OUTLET MOUNTED IN MODULARFURNITURE PARTITION WALL PANELSPECIAL PURPOSE RECEPTACLE, 480V, +18" UNLESS NOTED OTHERWISE,NEMA CONFIGURATION AS NOTED ON THE PLANSLIGHTING SYMBOL LISTSYMBOLDESCRIPTIONSURFACE FLUORESCENT LIGHTING FIXTURE.RECESSED MOUNTED FLUORESCENT LIGHTING FIXTURE.WALL MOUNTED FLUORESCENT LIGHTING FIXTURE.UNDER-CABINET FLUORESCENT LIGHTING FIXTURE.ELIGHTING FIXTURE ON EMERGENCY CIRCUIT.RECESSED UPLIGHTING.RECESSED DOWNLIGHTING.EXIT LIGHTING FIXTURE WITH DIRECTIONAL ARROWS INDICATED. DARKENED AREA(S)INDICATES FACE(S) LIT.LCPLIGHTING CONTROL PANEL.SURFACE FLUORESCENT NIGHT LIGHTING FIXTURE,PANEL SWITCHED ONLY.RECESSED MOUNTED FLUORESCENT NIGHT LIGHTINGFIXTURE,PANEL SWITCHED ONLY.WALL MOUNTED FLUORESCENT NIGHT LIGHTING FIXTURE,PANEL SWITCHED ONLY.HID, COMPACT FLUORESCENT, OR INCANDESCENT LIGHTING FIXTURE,SURFACE MOUNTED ON CEILING.HID, COMPACT FLUORESCENT, OR INCANDESCENT LIGHTING FIXTURE,PENDANT MOUNTED.HID, COMPACT FLUORESCENT, OR INCANDESCENT LIGHTING FIXT.,WALL MTD. ON FLUSH OUTLET BOX.HID, COMPACT FLUORESCENT, OR INCANDESCENT LIGHTING FIXT.,WALL MTD. ON SURFACE OUTLET BOX.RECESSED HID, COMPACT FLUORESCENT, OR INCANDESCENT WALL WASHER.ABBREVIATIONSSUFFIX DESCRIPTION4" SQUARE BY 2 1/8" DEEP BOX4SAMERICAN WITH DISABILITIES ACTADAABOVE FINISH FLOORAFFABOVE FINISH GRADEAFGAMERICAN WIRE GAUGEAWGAMP, A AMPEREAMPERES INTERRUPTING CAPACITY (SYMMETRICAL)A.I.C.AMP FRAME, AMP TRIPAF/ATAMP SWITCH, AMP FUSEAS/AFAUTOMATIC TRANSFER SWITCHATSAUXILIARY CONTACTSAUXBR BRANCHBLDG BUILDINGCIRC., CKT. CIRCUITCIRCUIT BREAKERCBCOMBINATION SMOKE FIRE DAMPERSFDC CONDUITCONDUIT ONLY, COMPLETE WITH PULLSTRINGC.O.CONN CONNECTEDCURRENT TRANSFORMERCTCONTROL POWER TRANSFORMERCPTDIA DIAMETERDISC DISCONNECTDISTRIBUTIONDISTELECTRICAL CONTRACTORE.C.ENERGY MANAGEMENT CONTROL SYSTEMEMSELECTRICAL METALLIC TUBINGEMTELECTRIC WATER COOLEREWCEMERGENCY POWER OFFE.P.O.EXHAUST FANEFFT or ' FEETFA FIRE ALARMFULL LOAD AMPSFLAGROUNDGRNDGROUND FAULT CIRCUIT INTERRUPTERGFCIHEIGHT, WIDTH, DEPTH, LENGTHH.,W.,D.,L.HORSEPOWERHPIN. or '' INCHESJUNCTION BOXJBOXDEGREE KELVINKKILOVOLT AMPERES AVAILABLE INRUSH CURRENTKAICKILOVOLT AMPERESKVAKW KILOWATTKILOWATT HOURKWHL.F. LINEAR FEETLTG, LTS LIGHTINGMAX. MAXIMUMMAXIMUM OVERCURRENT PROTECTIONMOCPMAIN CIRCUIT BREAKERMCBMAIN LUGS ONLYMLOM METERM/M METER MAINMERCURY VAPORMVMETAL HALIDEMHMIN. MINIMUMMINIMUM CIRCUIT AMPSMCATHOUSAND CIRCULAR MILSMCMMANUFACTURERMFR.MTD MOUNTEDMW MICROWAVENATIONAL ELECTRICAL CODENECNATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATIONNEMANORMALLY CLOSEDNCNORMALLY OPENEDNONOT TO SCALEN.T.S.NO. or # NUMBERPH. or ~ PHASEPC PHOTOCELLPOLY VINYL CHLORIDEPVCFURNISH, INSTALL AND CONNECTPROVIDERECEPTACLEREC, RECEPTREFRIGERATORREFSINGLE LINE DIAGRAMSTC TIMECLOCKTELEPHONE AND DATATEL/DATATV TELEVISIONTRANSIENT VOLTAGE SURGE SUPPRESSIONT.V.S.S.TYP TYPICALUNLESS OTHERWISE NOTEDU.O.N.V VOLTSVOLT AMPERESVAVOLTAGE DROPVDWEATHERPROOFWPW WIRETRANSFORMERXFMRSYMBOLDESCRIPTIONCONTROLS SYMBOL LISTMSMANUAL MOTOR STARTER, +48" UNLESS NOTED OTHERWISEOCSURFACE WALL SWITCH OCCUPANCY SENSOROCRECESSED WALL SWITCH OCCUPANCY SENSORINFRARED OCCUPANCY SENSOROCTCTIME CLOCKPUSHBUTTON STATIONPHOTOCELL MOUNTED AS NOTED ON PLANSa,bSHEET LIST TABLESHEET NUMBERSHEET TITLEELECTRICAL COVER SHEETELECTRICAL TITLE 24ELECTRICAL TITLE 24ELECTRICAL LIGHTING PLANELECTRICAL CONTROL DIAGRAM AND LIGHTING SCHEDULEELECTRICAL TITLE 24ELECTRICAL POWER PLANELECTRICAL SINGLE LINE DIAGRAME0.1E0.2E0.3E0.4E0.5E1.1E2.1E3.1ELECTRICAL TITLE 24E0.6ELECTRICAL TITLE 24 AND DETAILSE0.7Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:03:34 PME0.1ELECTRICAL COVER SHEET FOR:PFGE56GEC ; 0 -c:, /( ) I, * ~<a 0 <I " " 111 111 :_~:, ::~·:, C-1----c------{_o_ i [)----( > □ VI C) r-, I G I I ----, I ---,t::l ,_ ,' I-JI □ j , I ~ D D I ~ --- LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:03:41 PME0.2ELECTRICAL CONTROL DIAGRAM ANDLIGHTING SCHEDULE FOR:LIGHT FIXTURE SCHEDULEType LampDescriptionWattageVoltageType CommentsA LED SURFACE MOUNTED 4' WRAPAROUND ALUMINUM CONSTRUCTION, VANDAL RESISTANT LED LIGHTING FIXTURE 4000LUM, 3500K, 0-10V DIMMING DRIVER, WET LOCATION LISTED50 W 120 V LUMINAIRE LEDVPF8-4-50W-3500K-120-CP-WHT-DIM-WET ORAPPROVE EQUALA-EM LED SURFACE MOUNTED 4' WRAPAROUND ALUMINUM CONSTRUCTION, VANDAL RESISTANT LED LIGHTING FIXTURE 4000LUM, 3500K WITH EMERGENCY BATTERY BACK UP, 0-10V DIMMING DRIVER, WET LOCATION LISTED, WHITE FINISH50 W 120 V LUMINAIRE LED VPF8-4-50W-3500K-120-CP-WHT-DIMEMB310 OR APPROVE EQUALB LED SURFACE MOUNTED 4' WRAPAROUND LED LIGHTING FIXTURE LOW PROFILE CURVED BASKET 4000 LUM, 3500K, 0-10DIMMING DRIVER, WHITE FINISH35 W 120 V LITHONIA LIGHTING STL4-40L-MVOLT-EZ1-LP835 ORAPPROVE EQUALB1 LED SURFACE MOUNTED 2' WRAPAROUND LED LIGHTING FIXTURE LOW PROFILE CURVED BASKET 2000 LUM, 3500K, 0-10DIMMING DRIVER, WHITE FINISH18 W 120 V LITHONIA LIGHTING STL2-40L-MVOLT-EZ1-LP835 ORAPPROVE EQUALB-EM LED SURFACE MOUNTED 4' WRAPAROUND LED LIGHTING FIXTURE LOW PROFILE CURVED BASKET 4000 LUM, 3500K WITHEMERGENCY BATTERY BACK UP, 0-10 DIMMING DRIVER, WHITE FINISH35 W 120 V LITHONIA LIGHTINGSTL4-40L-MVOLT-EZ1-LP835-EL14L OR APPROVEEQUALC LED WALL BRACKET LED LIGHTING FIXTURE 4000L, 3500K, 0-10 DIMMING DRIVER, WHITE FINISH28 W 120 V LITHONIA LIGHTING WL4-40L-EZ1-LP835-DIM10 ORAPPROVE EQUALC-EM LED WALL BRACKET LED LIGHTING FIXTURE 4000L, 3500K WITH EMERGENCY BATTERY BACK UP, 0-10 DIMMING DRIVER,WHITE FINISH28 W 120 V LITHONIA LIGHTING WL4-40L-EZ1-LP835-DIM10-EL14LOR APPROVE EQUALD LED UNDERCABINET LED LIGHTING FIXTURE 500 LUM, 3000K, WHITE FINISH8 W 120 V BRUCK LEDRA BRANDS 130 LED 544 WH 3 ORAPPROVE EQUALE LED THERMOPLASTIC HOUSING IMPACT RESISTANT, SCRATCH RESISTANT LED EXIT SIGN WITH EMERGENCY BATTERY BACKUP, GREEN LETTERING9 W 120 V LITHONIA LIGHTING LHQM LED SERIES OR APPROVEEQUALF LED WALL MOUNTED LED LIGHTING FIXTURE WET LOCATION 4000K, PROVIDE 120/12V REMOTE TRASFORMER, FLOOD,ROUND CANOPY, RECESSED LENS, BRONZE TEXTURED FINISH6 W 120 V HYDREL WINSCAPE GEM 3LED16 40K OR APPROVEEQUALG LED RECESSED 6" DOWNLIGHT LED LIGHTING FIXTURE 4000 LUM, 3500K, 0-10 DIMMING DRIVER, WET LOCATION LISTED,WHITE TRIM30 W 120 V GOTHAM EVO 35/40 6WR ND LSS MVOLT EZ1 ORAPPROVE EQUALH LED RECESSED 6" DOWNLIGHT WET LOCATION LED LIGHTING FIXTURE 4000 LUM, 3500K, 0-10 DIMMING DRIVER, WETLOCATION LISTED, BLACK TRIM30 W 120 V GOTHAM EVO 35/40 6BR ND LSS MVOLT EZ1 ORAPPROVE EQUALJ LED RECESSED 6" WALL WASH DOWNLIGHT WET LOCATION LED LIGHTING FIXTURE 4000 LUM, 3500K, 0-10 DIMMING DRIVER 30 W 120 V GOTHAM EVO WW 35/40 6AR LDD MVOLT EZ1 ORAPPROVE EQUALPFGE57GE.ROO.M LII.G:H.TI.NG C,ONTROL lOEHC SCHEDULE -.AVIARA SD15066 ~MM?C StilLrn!lff ElAYUGffTI tlG-.a\m:R!)!. l:QCll.L ~Al UINJ!RQI!. P,ffi.G-J:Ci!!;D' ~1JO!,;!Jf1:..""'3!1113!(lli rom®.h:5. ",. lo ~ ~ ~ ,. ... ':e -~~ Q .!l I ~ '· Zi'' I "' .c ! tJ J ~ ·~· ., 'e ? ~ Ii: ; I I ,i, ~ ~ i~I ,a ... I -~ "' ~ ... t ~o "' -!. "' ... C ,,i. ~' -~iR:t'!Type ~ I: • ~ ill ':I t\l~TEE-; i;· i""" i ~ ... L ;!. Z• ,g, ,~ -:g. I ~ i-~ t· u '-] 0 ,!p, ~ 51. 5l • ,, . ~q; -0 ~ Is i ~ ,,. > j f3 i5 ... ~ ti! ~ S' I E: r,;;i ~ .. .ili ~ ~-... ~ OONCB5f.Oi'I!; R,OOM ;II X ·;,; !( t,; w:lif\Nll:l:l, WJ:!lt;\'IEN ijESTl!OOM :,: l\ !( !'{tlif :1,. N!D ~ . MEN RESl'~DM )( i( II .:,: tf.!['f.E !, Ar,\.C; .2 STORAGE ROOM j IT ,11 !( ;,, :,; l\ rIDliE \ Rj:[J 2 [ffilff',' CRASE ,: l( !( rIDTE1,,AtW2 EI.ECTRICAL-ROOM }I X X ): 00ff ~AND2 NOUS: 1. R_EFEl!:'TD l!lITa!J.!L '1/E!ii81ffi.R UGffil~ OOITTR.Gl ltO!,.-D:IASRti/M ANID FDR N,ClREINF.&;!:Mi!iil]ON ON US!i!TIHGCQl'mt{)L!!im;t)li!:cMl:l'l'[§;_ l. l'I\El'lt!DE ,l,<)!j)lilB'SJ(lSl..lc 11.,:1@!'1 ootiJRIJITERS, ll:EUi.11'~. l;fl!Mifl!(OL 'P.i,i!CIWLB, 10/iV ,.n!Jlfl>{lt' ~ABI.J~ j!J;liJ l'i,IODLl!AR Wl',!/ljE{lJl)i!S ffill A ~l'U;'fE _AND OPJ;RABLE .L!GHTlNG OON7'R;Ql 5'j'SJE~-* CAT 6e SPUTTER PLUG LOAD CONTROL CAT Se SPUTTER DAYLIGHT HARVESTING NEUTRAL GENERAL CIRCUl~NG S\~TCHING CONTROLLED __ _ CAT Se CAT Se CAT 5e A e CONTROL 111RE CONlROL WIRE DIMMING ROOM El CONTROLlfR HOT UNSWITCHED HOT66 NEUTRAL L LOAD POINT CONTROllER OCCUPANCY SENSOR@ @ON CAT Se 2 CHANNEL DA'J'l..JGHT PHOTOCELL SENSO~ CAT 5e LOW VOLTAGE OD PUSH BUTTOfl T ON/Off AND DIMMER SI\ITCH CAT 5e LOW VOLTAGE PUSH BUTTON ON /OFF SWITCH SWITCH CONffiOL moup a SWITCH CONTROL GROUP 'b qi @OFF LOW VOLTAGE OCCUPANCY@ SENSOR / DIMMER l S\IHCH WlTH MANUAL PUSH BUTTON(S) FOR UGHmiG GRDUP(S) AS NOTED ON DRAI\ING. NORMAL POWER SENSING CIRCUIT UN-SI/IHCHED ,,-----.... HOT EMERGENCY POWER SOURCE Q }-"'"----------------------,11 _( PRO~DE. UL B24 RELAY WHEN LIGHT FIX1URE. EMERGENCY POWER JS SUPPUED FROM AN EMERGENCY GENERATOR AND/OR A CENTRAL NEUTRAL NOTE: REFER TO LIGHTING PLANS FDR LIGHTING. CONJROL D.E.VICE LAYOUT AND LIGHTlNG CONTROL GRCUPS. (ZONES). GENERAL CIRCUITING S\i;ITCHING WITH EMERGENCY BYPASS ,-1 --UGHTING INVERTER . 0-10v I DRIVER I I BYPASS I L _____ _J =s~=~=~=N~=C=· O=NT=R=O=L=L=O=G=l=C=A=L=D=IA=G=R=A=M=========0 D D I ~ --- LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:03:46 PME0.3ELECTRICAL TITLE 24 FOR:PFGE58GE,STATEOfC.'.l-lFORN~ CALJFORNIAENERO'i't:CMMISSICN (i)-INDOOR LIGHTING CEC-NRCC-LHt>l-E 1Rll\ia1111 08115) CERTIFICATE OF COMPLIANCE NRCC-LTl·01-E lndoor Ltghtins ( Page 1. of 6) f>ro]~ct !wma. Aviara Community Park I O~bl P,2"~'"',J: 5/16/2016 A. General lnformabon Clirn~te Zone: Coriditioned fk}or Area ; 899 7 Untonditioned Floor Ar~a: 0 Buildlns; ripe: r;i Nonresidential D HiRtr-Rlse Residential D Hotel/Motel D Schools D Relocatable Public Schools Cl Conditioned Spaces D Unconditioned Spaces" Phase of Construc:;tion; l.l New Construc;tiOn D AdQ[tion D Alteration Method ofCompllance: □ Complete BulldJng Cl Area Cates:orv □ T1:1!1ored Project Address: B. lighting CompHance Documents (select yes for each documentincludedl For dtdail~d imrructiom on rile U!e o/ rhi~ rmd all fnurJ'I ffJ1c:km:y Sttmdard~ mmplicmc:e. documents; re/er to thl' Nonre~idenrlal Mam.10/_pub/i~hed by rhe Cofi/omfo fnergy Com million "' NO FORM TITLE , NRCUTl-01-E" Certificale of Complian12. All Pages H!quired on plar1~ for all ~ubmiltals. , NRCC,LT1-o;u. Li£htir1e Centro!~, Cert1fil::.atc of Compliance, and PAF Calo.ilation. All Paees required on p1an1. fer all submittals. , NRCC-LTl-03-f: Indoor Lighting Power Allowar,a, , NRCC·LTl-0"1-E" Tailored" Method Workslie.!h , NRCC,(Tl,05-E Line Voltage Track Lightine Worksheet~ CA BU"llding Ene.rgy EIIICle.ncy Standan:I~ -2013 Ncnresldenlla.l Compliance Au,:ust 2015 STAlE OF CALIFORNIA. CAilFORNIA ENERGY COMMISSION :(ik INDOOR LIGHTING CEC-NROC:.L T~01•E ~ .. d OOl1Sl CERTIFICATE Of COM F'LIANCE NfKC-LTI-0·1-E 1.-,door Ugh.ting (Page4of6) ~ro)-ct t<am•c Aviara Community Parl< I Oit• P~p~d: 5/1'812016 G. Installed Port~ble Luminaires in Offices -Exnption to Section 140.6(.a) ~ 0 Thi-s section shall be filled outONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminatres shall be documented on next page of thlscompllanae: form. □ Ttiis section is Used to deten'11in@ if gfeater than 0.3 watts of portable lighting is planned for itn'-; office □ Fill out a separate line for each differentoffic.e. Small offic:~ that are typical (having the same .general and portable lighting) may be·grouped together, This allowance shall flOt be traded between offices having different lighting sys.terns. Office Portable Lt1mioaire Schedule Offic:;e lmtall'ed Portable lurninaire Watts Per Square foot Office Location Field Inspector 1 ' 3 ' 5 6 7 8 9 10 lnsulled tff-S0.3, pcrtabl11 Wi!rts. tinter " . lumin~lre j ~ lden1tfy Office 11rea in C ~ :E-"'" zerci; 1' ~ watts In 0 G05x G07 wllld1 these portable Pass f-all •• square E " . ·-Complete tuminarre Description , this office , ~ r9ot ifG06 > lumTnalies are installed , ~i z ~ 11,e., LED. under i;;ibinet. furnitu,e mounted Watt~ per {GOO~ !G04/ 03, dlrect}lndlrec:t) Lutnln.alre G03J [i05) (G06-0.3) D D D D □ D □ □ D □ Enter sutn total of all pa.ges into NRCC-LTI• T cital installed portable, luminaire watts that are 1:freater than 0.3 watts per S(!Uare foot per office: 01-E; Page 1 CA Bu(ldlng E11e1&'1' Efl~iency Sl.indard~ • 2013 NOnrt!Sidenti!lll Corr,pliam:e /1,ugust 20] S * ST~TE OF CAi.lFORN\o\ CALIFORN!A Er-lER(;'I' OOMMISSlON :@ INDOOR LIGHTING t;EC-NRCC-LHOl •E 1Rt1/it~ DB/151 CERTIF'iCA lE OF COMPLIANC~ NRCC.Lrl-Ol~E Indoor Lighting (P~g-"' 2 of6) Pro/ect Ne.me: Av1ara Community Park I Date Prep3red: 5/1 B/20 '16 C. Summary ,of Allowed Lighting Power Conditioned and Uncondilioned space Lighting must not b.e combined for compliance lndMr Lighting Powl!rfor Condlll,one:d Spatt1!1 lridoor Uahtln,g Powl'!rfor Un.condltlonod Spat.M Wat1s Watts lmtallvd Ligliting 487 lnstallL>d Lit:1-iting 0 1. NRCC-L TI-OH, oaire. 4 • NRCC-LTl-01-E', """e4 • 2. PORTABLE ONLY FOR OFFICES NRCC-LTl·Ol·E, page 3 • 3. Minus Lighting Control Credits -97 Mirius Lighting Control Credits -0 NRCC-L TI·D2-E, paKe-2 NRCC-L Tl-02-E, """e 2 4. Adju~cted lnst,1nvd Lishting Power a 389 Adju5ted lnst,iillvd Lighting Power a 0 (row 1 plus row 2 minus row 31 (row l mfnus row J) 5. Cofllplies ONL V if lnstolled s AIFowed Complies ONLY If Installed :s:Allowed Allowed Llghling Powe, Allowed Lighting ,Power 6. Condltlaned NRCC-L Ti-03-E. n;we 1 690 UncroncHtfoned NRCC-L TI ·03-E na,,e 1 0 D. Oedaradon of Required lnstaD11tion Certificatas Declare by selectin.gyes for all Installation Certificates tharwill be submitted. {Retain copies arid veri{y forms are completed arid siijned.J YES NO Form/Title , NRCl-LTl-01-E -Mus.rbe: sub.mirted'for all bl1fldfr,g: D Field Inspector , NRCI-L TI-02-E-Must be submrtted for a lighting control system, or for an Energy Management Control System {EMCS}, 0 Field Inspector to be recogniied for compllan~. NRCI-L Tl-03-f -Mus.tbe submitted for a l!ne-voltaga lrack lighting integral current limiter, or for a supplementary □ FU'!ld lnspi;,ctor , O'iercurrent protectipn pahel used to energize only Ii he-voltage track Ii sh.ting, to be recogni?ed for compliance. NRCI-L Tl-04-E -Mu:.t be submitted for two interlocked systems :.erving an auditorium, a corwention center, a D Ffeld Lnspector , conference room, a multipurpose room, Ol"fl theater-to be recognized for wmpliance. , NRC:1-L TI-05-f · Must be submitted for.a Power Adjustment factor {PAF) to be recognized for compHance. D Field Inspector NRCI-L TI-Oo•E • Musi be submitted for additional wattage installed fn a video conferencing studio to be recognized for D Field ln~ector , compliance. CA Buildini: £1Jefl:"V Efficiency StarJda1ds, 20l 3. f\lo~resiciefltial CornDllan~ Aui;:;u~t 2Q15 STATE OF CALIFORNIA INDOOR LIGHTING CEC.NRCC-L T~01·E iRfflnd OB/1S) CERTlflCA TE Of COMPLIANCE !rcloor Lighting CALIFORNIA ENERGY COMMISSION __ NRCC-LTl-01-E (Page 5 of P) I Cit~d•n.p1ntd: 5/18/2016 A separoreUghtl'ng Ynedufe M!1st Be Filled Our for Conditioned and Uncondirioned Spaces. lnsralled Lighting Power lfr,ted on thls Lighting Schedule is only for: ta CONDITIONED~PACE □ UNC.ONDll10NEDSPACE H. INDOOR UGHTING SCHEOUU .and FIELD INSPECTION ENERGY CHECKLIST Luminairl'! Schedule lnJtalled Watts Lo.:::atlon l=ield ln~pl'!dor • A B C 0 E F G H How w,otu.ge w,os determined • • ~ . , "' .~ "' • • i il ~ • " , • ~ "Co ~ 0 a Complete lumrnalre Description ~ ii e ~ 0 • ' • • s .., ;!.. ~ ' , ·-" s ~ . E (le,B lamp fluorescent I roffer, • 0 § g E -8 Prlm11ry Function area In Whkfi E • u ' E ~ • • • 3: 3 • f , 3 3: " z C F32T8, one dlmmable electrnnlc balla5t) u < ~ z ~ these lun1inalres are ln!.lalled Pass Fail A , "" l.S)_D.Bll(ER 41 n 0 D ? R2....___ _L._q_lffiQ_e_~JiQ n D D A ,A, 'I.....,,..,,..,,,,--..., 41 0 0 D 4 164 Corridor/Restroom/SU"""'"rt D D C ')A~.2Wl.Ell.QB" ,.---.-. '.1§.? 0 D _6 '6,l_ ~r/Refil[Qom/.§!dQP-Q(l; □ □ n .A 'Jl.O.J I C::l"'I 40 0 D ,n 4? Lounoe Recreation D D " ?9-5W_LEQDfllVCC ~, 0 D 1 ,n LGJJilgP. D D □ D D D D D D D □ D D .□ D D D D INSTALLED WATTS PAGE TOTAL: 487 Enter sum total of all pages. into NRCC-1. Tl-01-E; P.age. 2 CA. ll,ujldin_g Energy Hficfr:n·cy Standard~ -1013 !',lcnrc:i;idcntial Compli;rnn: J..ui:11st201s STATE OF CALIFORNIA CA.LIFORIIIV..iNERGYCOMi',!ISSION e INDOOR LIGHTING C£C-NRCC-LTl-01-E R~v,sed 08f151 CERTIFICATE Of COt,llPLIANCE N8CC-lTl-Dl-E Indoor Lighting (Page3 of 6) Proi"ct N~·ml' Avlara Community Park I D~tl!.P(l"pa~,J:, 5/1812016 E •. Df'lclariltion of Rl'lquired Certificate~ of Act.e-ptilnce Declare by cht!ckingatl of the Certificates of Acct>ptimce that will be -submitled.(Retain copies and\'erifv forms are completed and sisned.) VES NO F'orm/Tftle , NRCA-l Tl--02-A-Must be subm!Ued for occupaney s~nsors-and automatic time switch controls. Cl Field lni;-pector , NRCA-L Tl-03-A -Must be submitted for automatic da~ltght controls. □ Field Inspector , NRCA-L Tl-04·A • Must be subtnitted for demand responsive Hghtl,.,g controls. D Held Inspector A 5:eparate Lighting Sd1ecifl/e Must Be Filled 01.it for Cond{tioned and Unroriditloned 5pace5. /nsralfed Lighting Power listed on thfs Lighting Schedule is only for: □ CONDITIONEDSPACE □ UNCONDITIONEDSPACE f. Indoor lightin1 Sc:hedule a Pd Field Inspection Energy Checklist □ The actual indoor lrghting power listed an this page and on the next page includes all installed permanent and planned portable lighting systems. □ When Complete Building Method i:;. u:sed for romplrance, lfSt each different type of ti1mfnaire on separate lines.. □ When Area Category Method or TailOfed Method is use.a for compliance. list each different type of luminaire by each different function area on separate lines D Al~o lncllJl:.le tra~ lighting In ,;,;:heds1le, and submit the track lighting compliarice. form {NRCC-L TI·05-E) wh~n llne-vciltage. tratk lishting is fnstalled, "---------' CA Suildine; Eneri:v Effic::i~nr~ Standards~ 2013 Nonresidenti<>I Compliance SfAfE 01'" CALIFORNIA CALIFORNIA ENERGY COMMISSION 4Z: INDOOR LIGHTING CEC-NRCC.L no1-E •R1viud 08115\ CERTIFICATE OF COMPLIANCE NRCC-L TI-Ol-E Indoor Ught!r,g (Pi'lge 6 of P) ProJE.::t N~rne; Av1ara Communitv Park I O&~ Pr.epirec:1-5(1 B/2016 OOCUME,NTATl□t,I AU1HOR'S DECLARATION :STATEMENT l. l tertifv that tn..l!-Ceniflcate of Ccmoijance do.::umentation ls acairatc and comolete. lk,tum,.1(ol;ur,l\,lth~,~IU,P_ . )" ~~ OOe,..,..,.1;;~u,'\J\UIJOA NIJ!•~ [..°<~~...:: ·t C11m~a,r;. Ra11d1ltl Lamb, Inc ~"""""""~tf' 5{18'2016 Arldru,;: 4757 Palm Ave (fA CP.I ,111011i<1111~ .... m .. ;uillu [ir•Pll~~~i: rn1/51a10>{Zip la Mesa1 CA 91942 ffD!l}C 619-713-5700 RESPONSIBL'E PERSON'S DEa.ARATION STATEMENT I certify tliefollowlng under penaltv of perjury, under 1he laws ol the, State of California: l. The lnform.ation prvvid.:d of! th~ Ce:rtifaate! of Compliance ls true: and com:ct, ' I am eli,::ible tJnder Division 3 oi !he Business ar,d ?rafe!.Slons Code to ac-cept resportslblli'ly for the building dcsl::n or sy5tem desl::n Identified on th~ Certifk.ate of Compliance (responsible designlil1). 3. Th'll! cn@rgy fe.ituref. .ind performance ~p,e.::ilk.itioll!;, m.ih!r[als. cornponf'nlG, and m.1nufactured de~IO'!~ fDI" the b-Ylldlng do!lilgn or ~v$lem df'slgn identifleP on this C'll!rtffcate of Compliance conform to the requlr!!ment~of Title 24,_Part 1.!ind Part 6 of the CaliforniA Code of Ree;ulations. 4 The bulldine: des~n fe.itu re$ or system desien features identified on this Certificate of Compliance are cons~tent with tlie inform.ition provided on at her applicable compliance docum@r1U. wor~st,eets-, calculation~ ptans and specification~ submilt@d to th@ enlorc@men1 agency for apl)rov.!I with !hi~ building permit appllc.itior,. ,. I will en~u1e tha't ill completed slgn~d capy of this Certific.ite of·Comµlian~ ~t1<1U b~ rn.5dc <1vailab~ with Llie building peimit(s) izued for U,e buildini,:, and m<1de av.iilablt! Lo the• enforcementagencv for oil applicable impec:tfons, I understar,d thot a completed sJ;ned copy of this Certificate of Compliance 15 required to be Included wit ti thedocumentotion the builder orovides to the building owner at occup.anCT, ,· ,· .I. R""f\Mlihlt flc,i;:MI ~.,m&: GARY EASTLEY R~•,l<>n'Oht~ n,-.,.n~, <;ignani•~: '.~-"•/(..:,~? Mj Co•~~•nv,· RANDALL LAMB l),i~ ~ltn•dc 5/18/2016 A<lll•~>N .4757 PALM AVE 1;e,,~, .... : E13007 Clry/'5r•tP/Zl1J: LA MESA, CA 91942 P'ho,111; 01$-713-5700 CA, [!ujJl:iil'!g Enerey Hlicien·cy Standard$ -2013 ['Jonresideritiaj Complianoe !',ugu~l 201.5 D I ~ ---D LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:03:52 PME0.4ELECTRICAL TITLE 24 FOR:PFGE59GESTATE OF CAUFORNl,A CAUFORNIA ENEROY COMMISSION@: INDOOR LIGHTING -LIGHTING CONTROLS CEC.-NRCC·LUOZ·E IReviHd OG/16\ CERTIFICATE OF COMPLIANCE NRCCRLTl-02RE Indoor Ughting-UghtlngControls {Page 1 of 3j r~-Av1ara Comm1mitv Park l ~&Pf1'11"""' s,1e12016 Ttie N RCC-LTl-02-E shall be used to document all mandatory arid prescriptive lighting controls that are applicable to the project. Mandatory Lighting Control Declaration Statements {Indicate if the measure applies by checking yes or no below.) YES NO Control Requirements Lighting s.ha)I be contrn1led by self-contained lighting control devices which are certified to t:l:-.e Energy Commission ac;cording to the Title 20 Applia,nce-, £fficiency Regulation5 in accordance with Section 110.9. Lighting shall be controlled by a lighting control a system or energy management control system in accbrdance with §110.9. An lns.tallation Certificate , shall be submitted in accordance with Section l~0.4(b). One. or more Track Lighting Integral Current Lln,iters shall be Installed which have.been certified to the. Energy CoMrnissiori in accordance with §110.9 and , §130.0. Additional Iv, an Installation Certificate shall be submitted In accordance wfth Section 130.4(b). A Track UghtlngSupplernentary Otercurrent Protection Panel shall be installed in accordance with Sectlon U0.9 and SectlOO 130.0. Addlt(onally. an , Installation Certificate shall be in5talled in accordance with Section 130.4{6). All lrghtlngcontrols and equipment shall comply With the appltc:able requirements in §110.9 and shall be installed in accord.irce with the rnanufacturer's , instructions in accordance wilh Section 130.1. , Alt luminaires shall be functionally contrciled with manually switched ON and OFF lighting c:ontrols in accordance with Section 130.l(a). General llghting sliall be separately co/"ltrolled from all other llghting systems rn an area. Floor and wall dlsplay, window display. case display, ornamental. , und :,;pedal effects lighting shall each be :s.eparately controlled on drcuits thatare 20 amps or les:,;. When track lighting i:s; used, iene@I, display, ornamental, and ~pedal effects lighting shall each be separately controlled; in accordance with Section 130. l(a)4. The general lighting of any enclosed area 10□ squ.ire feet or larger, with a connected lighting load that eKceeds 0.5 wam. pel' square foot shall rneet the , mu!tl-level llghtln,g control requirements In accordance with Section 130.l(b). , All installed indoor lighting shall be equipped w(th controls that meet the applicable Shut-OFF control requirements in Section 130.l{ct. e lighting in all DaylirZones shall be controlled in accord;;;infJe with the reqvirernents in Section 130.l(d) arn;I c!aylit~ones 1m: shown on the pl~ns, Li@hting power in buildings larger than 10,000 square feet shall be capable of being automat/cally reduced in response to a Demand Respon~ive Signal in , accordance with Sectfon 130.l(e}. Before an occupancy permit is granted (or a newly constructed bull ding or area, or a new lighting system serving a buUdlog, area, or site Is operated for , normal use. fr.door lrghtlngcontrols serving the building. area, or s!te shall be certified as meeting the Acceptance Requirements for Code Compliance in actordance with Sectjon 130.4.(a), The controls required to meet the Ai::eeptance Requirements jnclude autorn.atic daylight controls, automatic shut-OFF controls, and demand responsive controls. CA Bulldlng Enerf!:'( Efficiency standard~ • 2013 Nonresldentlii\ Compliance May201s STATE 0l"CAUF"0RNIA CALIFORNIA ENERGY COMMISSION@ INDOOR LIGHTING -LIGHTING CONTROLS CEO NRCC-1. Tl-02-E /Revi,ed 05J ISl CERTIFICATE OF COMPLIANCE NRCC-L Tl-02-E Indoor Lighting -Lighting Controls {Page 3 of 3) "'mJKt,l!lff,•, Aviara Community Park DOCUMENTATION AUTHOR'S DECLARATION STATE.ME NT 1. I certify that thl~ Certifkate of Comp1[ance documenlation ls accurate and complete._ Docum,mtatl011 A~t!i<-1r rla,.,e: 4757 Palm Ave c;'rvr.,mr/z;~,.----~L-a~M-e-,-.-, ~C~A~9-1~9~4~2--------------RESPONSllm: PERSON'S DECLARATION STAU.MENT I certify the followrne under penalty of perjury, under thri: laws of the Slate of Callfornla: l. The Ir.formation provided on th Is Cerr"iflcate of CompUanc:e rs true and correct. 1 °1"~ s11a1.2016 2. I am eligible under Di111sion 3 of the Business and Profess101u Code to accept re~ponsibillty for tfie b.uildlng desfi:n or sy"ilem design 1dentified on this Cert1firate of Compliance (1 espo ns[ble· de ~ii:,r,er). 3. The energy features and performance speelflcatlons, materials, components, and manufactured devices tor the building design ors~t,e rn deslg!I identified on this Cert Ifie.ate of compliance conform to the requirements of Tftle 2.4, Part 1 and Part 6 of the Callfornla Code. of Regulations. 4. The bullding de~ign features or s.ys1em design features Identified on !his Certificate of Compliance are c.onslstent with the information provided on 0th.er applh:.able compliance documents, worksheets~cblculatlons, plans and ~pee:iticalions sublT'11tted to ti'le entor~ment ai;:ency for appro\ral with !his build In,: permit application. 5. I will ensure that a ,completed s1;ned copy of this Certificate of Compllance shall 1;,e made oivailable with the bu lid in; permit!sl Issued fort he buJldin,;. and me1de avafloible to the enforcement agency for all applic-!ble Inspections. I understand that a completed ,r,:ned copy of this Certificate of Compliance I, required to be lncluded with the documen~tion the Mc~l:lbl,., ~/!O,",r5\J.,,l\u~: /(,~,;:✓ft~----------------< builder proYides to the building ow11,r at occupancy. RANDALL LAMB 4757 PALM AVE E13007 tityP.,t;ale}i')µ: LA MESA. CA 91942 619-713-5700 CA Bu)ldlng l:nergy E'ffidency Standards~ 201i Nonresldentia.1 Compliance May 201S * STATE OF CALll"OA.NIA CALIFORNIA ENERGY COMMISS!ON e INDOOR LIGHTING -LIGHTING CONTROLS CEC-NRCC-LU.02-E I Roviwd 06J1SI CERT.lflCATE OF COMPLIANCE NRCC-L Tl-02-E lr,door Lighting-Ughting Controls {Page 2 of 3) Pro!..:\i..._,.;; Aviara Cornrnunity Park I Oa0>f't,!mml: 5/18/2016 A separate document must be filled out for Conditioned and Unconditioned .S'paces. This page 'is us.ed only for the following: I<! CONDITIONED SPACES □ UNCONDITIONED SPACES r-,1ANDATORY AND PRESCRIPTIVE INDOOR LIGHTING CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST PAF Credit Ciilculatfon 1 <.. -~ "' "-n • /! ~ 0 " ~ n J c:::: ~ ~nS • • • n ,l n Standards Complying With ' ~0::l ' ~ C • • :::!. =i,, ~ X ~ 0:::-~ , ~ , • 0 @ Ligtning Control Schadule ( ✓ all that apply, or enter 'E' if Ex~mpted) "' ~--,:: ;:. Q_ ~ A • C D E F G H I J K L. M N 0 Type/ Description of lighting Control (I.e.: occupancy sensor. • ~ ~ ~ ·= ·~ = ~ i;; -----~ w "' w w A ~ ~ "' -LucuUon in Building automatic time !.witch, of D D D D D D ru • -j ---m "' ~ dimmer, automatic da'r'!i~ht, Units E :6: '§; ~ -;;; '§; ~ etc .. 1} 101 Concessions Room Oco Sensor -Partial On , 82 0.20 16 , □ □ 1·01 Concessions Room O:c Sensor -Partia I On , 42 0.20 8 , D D 101 Concessions Room 0cc Sensor -Partial On , 30 0.20 6 , □ □ 102 Worr,en Restroom 0cc Sensor-Partial On , 56 0.20 11 , □ □ 1£.3~~~~ O;c SensoUartial On , 56 0.20 11 , □ □ -□ □ Storage Room ()cc Sensor -Partial On , 82 0.20 16 , IT Room 0cc Sensor -Partial On , 41 0.20 8 , □ □ ~ Control Credit PAGE TOTAL (Sum of Column M): 78 IF MULTIPLE PAGES ARE USED, ENTER SUM TOTAL OF Control Ct'cd!t'for all p.1gc'.i HERE {Sum af .'.Ill Column M): 97 Enter Control Credit total in.to NRCC-LTl-01-E; Page 1. 1. §130.l{a)"' Manual orea controls; §130.0(b).,. Multi Level; §130.l(c) ::Auto Shut-Off; §i30.1(d)"" Mandarory Day/Jghr; §1.30,l(e)-= Demand Re.sponsfve; §140.6(d) _,, Addir/onal l{ghtingcontroJs rnstalli!d to,eorn a PAF;-§140.6(d)-= Prescriptive Secondary Side/it Daylight Controls. 2. Check Tobie 140.6-Aforcorrecr Factor. PAFs shall nor be-traded between coridtr;oned and unconditioned spaces. As a condlrfon ro eam a PAF, an !nsrallan·on Certificate fs fJ(M;J required to b8 filled out, ;;/gned, tmd submitted. CA Bulldln& Eneri',' Efl'iciency Standards -2013 Nonresidential Compliance May201S ST.ATE OF CALJFO~NIA INDOOR LIGHTING POWER ALLOWANCE CEc;;.NRCC.LT~Ol-E IRQvi~d D!i/1!>1 UAllFORNIA ENERG·y COUriJLSSlON -CERTIFICATE OF COMPLIANCE NRCC-L Tl-03-E Certrtrc.ate of Compliance -Indoor Ughtfng Power Allowance. {Page lof4) ~lmlrll!: Aviara Communm, Park I t1""'""m:1e.:1: s11 a12016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page f':; only for: la CONDITIONED spaces □ UNCONPITIONE;D spaces A. SUMMARY TOTAL.5 OF' LIGHTING POWER ALLOWANCES □ Ir using Complete Building Method for compliance, use only the total in column (a }as total allowed building watts. □ If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, use only the total in column (b) as the total ;,llowec! bvi1ding·wQttS (a) (b) 1. Complete Bulldlni::: Method Allowed Watts.. Documented In sect/on B of NRGC-LTl-03-E (below on this page) 1. Area Category Method Allowed Watts. Documented ir, S;,ectfon C-1 of NfKC-l Tl-03-E (below on thl!. page) 690 3. Tailo(ed Method Allowed Watts. Doculnented in ::iection A of NRCC-L H--04-E 0 TOTAL ALLOWED BUILDING WATTS, Enter n1.1mber lnto coned cell on NRCC-LTl-01, Page 2, Row 1 690 □ Che.ck here if bllilding contains both conditioned and unconditioned .ireas. ----------------B. COMPLET£ 8Ulll>ING METHOD LIGHTING POWl:R ALLOWANCE 1 2 3 4 WAm COMPLETE ALLOWED TYPE OF 8U1lDING {from §140.6 T;,ble 140,6,B} PER (ft') X = BLDG. AREA WATTS Total Area: Total Watts. Entel' Total Watts Into section A, tOW1 {Abo11~ on this pa_ge) C-1 AREA CATEGORY METHOD TOTAL LIGHTING POWERALLOWANCES{D plus E) Watts Total from section C-2 690 Total from section C-3 0 Total Watts. Enter Total W.ans into section A, r<YoN 2 (Above an rnis. page} 690 CA Buildinll: En~rrv Efficiency Stand.ii rdi. • 2013 Nonresidential Compliince M;;iylOlS. STATE OF CAUFORN!A CAUFORN!A ENERGY COMMISSION. INDOOR LIGHTING -LIGHTING CONTROLS CEC-NRCC-LHD2·E (Rwi..,d 051151 CERTlFICATE OF COMPLIANCE NRCC-L TI-02-E Indoor Lighting -Ughtrnc Controls (Page 2 of 3) !l'N:J...:t-.inr~: Av•iara Communitv Park I DlO:floj.ltr....:I: 5/18/2016 A separate document must be filled out for· Conditioned and Unconditioned Spaces.. This page is used only fort he followi.ng: [;a CONDITIONED SPACES □ UNCONDITIONED SPACES MANDATORY AND PRES(:RIPTIVE INDOOR LIGJ-fflNG CONTROL SCHEDULE, PAF CALCULATION, and FIELD INSPECTION CHECKLIST PAF Crecfit Calculation' ' ~ :!l ~ -• " ,. a: 0 -,... s :t· ~ 0 , fl • • . ~ a !II ~o D .,, .,, Standards Complylng With 1 , C ~ • ~-~ il .,, • [ ~-, 0 , . "., ,. '~ @ 0 Liahting Control Schedule (✓ all that apply, or enter 'E' if Exempted) ~ ~ ~ C;=,, ~ 7 A 8 C D E F G H I J K L M N 0 fype/ Description of lighting Control (i,e.; occupc!ncy sensor, H = = = = = = = ~ ~ -~ i;; ~ ~ ~ w w w w D ~ ~ -l.tx:stion in Building automatic time switch, of D D D 0 p 0 rn ~ ~ D ~ ;... ~ .2'. ~ • dimmer, automatic daylight, unrts • " ,;: 0: ~ ~ -a: ~ etc ... ) Utllity Cha'se Cxc Sensor -ParUaf On , 56 0.20 11 , □ □ Electric. Roam 0cc Sensor -Partial On • 41 0.20 B , □ D □ □ □ □ □ □ □ □ □ □ Control Credit PAGE TOTAL (Slim of CohJmn M}: 19 IF MULi1PLE PAGES ARE USED, ENTER SUM TOTAL OF Control Credttfor all pages HERE (Sum ohll COiumn M}: 97 Enter Control Credit total Jnto NRCC-UI-OU; Page I. 1. §1BD.1(G) = Manu~J area COtiUO/s,' §130.D(b) = Mu/tf Level,' §I3D.1(C) =-Auto Shur-Off; §130.l(d) = Mandarmy DcJVlight; §130. l(e} =-Demafld R~pGl'lsive,· U4D.6(d) = Additional /ighdng controls insro /led ro eom o PAF,· §140, 6(d) =-Prescriprive Secondary Side/Jr Dav light Com:rols. 2. Check Table 140.6-Afarcorrecr Fador. PAF-s shall ,ior be tioded between conditioned and unconditioned spaces. A.'i Q canditior, ta earn a PAF, an lhsttJ/laticm Certifidlte i.'i -also required ta be filled aut; sigriedi und subrnil!ed. CA BUIiding Energy Efficie.ncy Standards• 2013 Nonrcs!denllal Complfance May:Wl5 STATE OFCALIFORMA INDOOR LIGHTING POWER ALLOWANCE cco...Nncc.~no~c 1nm •• <1 O'".J~~1 CERTIFICATE OF COMPLIANCE NRCC-L TI-03-E ------c------------------------Certlfirate of Compli;mce -Indoor Lighting Power Allowance -(Page 2 of4} ~"'i"'-'"-"""' Aviara Community Park I ll,>!p,flo¥.>~ 5/18/2016 A separate page must be filled outforCondftloned and Unconditioned Spaces. This page Ts only for: 13 CONDITIONEDspar:es □ llNCONDITIONEDspaces ----------------C -2 AREA CATEGORY METHOD GENERAL LIGHTING POWER ALLOWANCE □ Do not include portable lighting for office5. Portable lighti11g for offke5 5hall be documented only in secUon B of NRCC-LTl-01-E. □ Separately list lighting for each primary function area as. defined iri §100.l of the Standards. A B C D AREA CATEGORY (From §140.6 Table 140.6-C) WATTS ALLOWED location in Building Primary Function Area per Table 140.6-C PER (ft') X AREA (ft') ~ WATTS Concessions Room Lounae Recreation 1.10 301 331 Restroom and Suppart Co mdo rlRest ro om/StJprv, rt 0.60 598 359 TOTALS B99 Enter slim total Area Category allowed Watts Into section CLl of NRCC-LTl"03-E {this compliance form) 690 WATTS CA Elllilding En-ergy Effidem;y Ste1ndards • 2013 Nm,resid-entiill Coroplii1r1.;e May 20'15 D D I ~ --- LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:03:58 PME0.5ELECTRICAL TITLE 24 FOR:PFGE60GESTATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC--NRCC-LTl-03-E R11vis11d 05/15 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-L Tl-03-E Certificate of Compliance -Indoor Lighting Power Allowance (Page 3 of 4} Prnjec\Narr,e: Aviara Community Park nar.,~-epar.-cJ: 5/18/2016 A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: STA"[E 01' CALIFORNIA .;ALIFORNIA ENERGY <;;OMMISSJON @: INDOOR LIGHTING POWER ALLOWANCE C,EC,-NRGG,.lH!J:l--E rR11viwd 0511~1 CERTIFICATE OF COMPUANCE NRCC-LTl--03-E Certfflcate of Comf)liarice -lridoor Lightlng Power Allowance (Page 4 of 4J 1"~Jt-eii.. ... ~: Aviara Community Park 11.1~"""'•-"4: 5/18/2016 STATE OF CALIFOiU.JII\ CALIF'OR:IIIIA ENERGY COPAMISs•rv.1 -6) OUTDOOR LIGHTING CEC-N RCC-L T0-01-E ll'ie.lHd O~!ISI CERTIFICATE OF COMPL!AN~ NRCC-LT0-01-E: OutdaorLTghting {Page 1 of 4) f'Uf•m•...-.e: Aviara Community Park I ...... .._....t. 5/1812016 [i2I CONDITIONED spaces □ UNCONDITIONED spaces C-3 AREA CATEGORY M£THODADDrTIONAL LIGHTING WATTAGE ALLOWANCE (from Table 140.6-C Footnotes) DOCUMENTATION AUlHOR"S DECLARATION SJATEMENT 1. I ce,tifv that thls Certiflate of Comp~.ancedocumentation Is .accurate and complete. .-' --. ll<>cuu1•1rt~~u,\A~lhur Name: l'.>orum,11liiliDn ,,ut11u1 5°1!i!lillit~l -~.--,t.l /~4,-l.f.:,,e, -' ProjeciAddress: Carlsbad, CA I Total lllum~nated HardscapeArea A B C ' D E F G ALLOWED r9mpanv: Randall Lamb, Inc. 'i\Cinatur,o, Da!P; S/1Bf201 B llrldrn"<"<: 4757 Palm Ave n11 c~r1ific11:i1>11 lrle111il'iC'lfion nt a111111oa1,1~1: General JnfO{mattcn Ptiase ofComtructlon: I;>] New Construction □ Addition □ Alteratlon Additional Wattage WATTS Primary Sq Ft or Watts Allowance Description(s) and Quantity of Special Total Design Smaller of (1fy/5,IR(P/{1i,: La Mesa, CA 91942 Pll<IO('; 619-713-5700 Outdoor Uetitin!!: ZMe (OLZ) □ Oll-t □ OLZ-2 Iii OLZ-3 □OLZ-4 I ha'we. confirmed with theAHJ which OLZ applies to this site. for default lighting zone desisnatio11s, see Title 24 Part 6, §10•11.!l Function linear ft 1 Allowed (B i,;C) LuminaireTypes in each Primary Function Area Watts.3 Dor F RESPONSIBLE PERSON'S Df.CLARATION STATEMENT l certify the following under penalty of perJurv, 1,1nder the laws of the State of Califorr,ia: 1. The information pro11ided on this Certifica1e of Compliam:e is t rul'! and correct. LIGHTING COMPLIANCE OOCUMENTS !check box for eai;:;/\ document included) ,. I am eligible under Dwisio,i l of the Bus.ines~ and Professions Code lo accept respon~ibllity for the bu_ildint design or system de.~ign identifie.d on ,ti~ Certificate of Compliance (resPonsible desl11nerJ. For detai'led instnidlOns ori the U5e of this and a// Enmty E:f/loenc.y 5tandard5 comaliance dorument~ refer to lhe /llonresidrn'l!/1/ Marmol 3. The energy teaiure;5. and pe.rformance speclt[c-atloM, materials., components. and manufactured devices lorthe bulldlne deslgr, orsvstem design Identified on this Cert/fie-ate of published bv thf'! California Eriergy Commis.;,,ian. I Compliance ronform to the requiremeng of Title 24, Part 1 ;rnd P;;irt 6 of the C;ilifornla Code of Regulatlons. " NRCC-LT0-01-E certiffe.ite of Cr:;,mpllari~e. • The buirding design feature9or system de::,~gn fe;itures identified on this Certifii::ate of Compliance are cons.J';tent Wilt'I the information prm1ided on other appl/cable complian~ documents, •worksheets, Calculations, plans and specifications s-1..ibr'riitted to the enforcement a1enc"1 for approval Wilh this bu'lldlnJ permit appllcation. " NRCC-LTO-Ol-E: Outdoor Ughrtng Centrals Certificate ar CompUance 5. I will ensure that a complet-ed signed copy of this Certificate of Corr1pl!ance shall be made available with the bu1tdir1g pe,mit(s) Issued for the building, .a r,d made available to the " NRCC·LTO-OJ-E Outdoor L!j!htlng Power AJlowani:e Ce rtlflcate of Compllar,ce I enforcement .1gency for ..;,II .Jpplicable mspectlons. I understand that .a comp1eted o;lgned copy of this. Certificate of Compl1.Jnce i~ required to be Included w)th the document.Jtlon the I I I builder prcvi!1es ta the 'buildine owner at occupancv·. , . ROll)Olll,iible D'.'~gno! NJn•'.': ~1,-1omib1e ~&n,f5itffiltul<': )' -~ GARY EASTLEY :)r -,;,/ ~· <1!/,,z "! Cuu11'-•iv: RANDALL LAMB n~,e Sl&n,,J: 5/18/2016 A!ldru,: 4757 PALM AVE Uctm,.,, E13007 \Jl~/Slillf/llp; LA MESA, CA 91942 fhcmt.: 619-713-5700 Summary of Allowed Outdoor Lighting Power Warn 1.. I Sum Total ALLOWED Outdoor Lighting Wattage from NRCC-LT0-03-E, page.1 , I 924 Complies ONLY if ln~lalled :£ Allowed ~ 2. I Sum Total INSTALLED Outdoor llghting W.attage from NRCC-L T0-01-E. page 3 383 I I Declaration or Required Installation Certificates-Declare by checking all Installation Certificates that will be 5,ubmitted. (Retain copie5, and verify forms are completed and signed.) G3 NRCI-LTO-01-E -Must be submitted for all buildings D Field Inspector TOTALS-Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES-Section C-1 0 G3 NfKI-LT0-02-E -Must be submitted for a lighting control system, or for an D Field ln~pector 1. Use liniear feet only for additional allowance for white board or chalk board. All other additional Area Category allowances shall use watts per square foot. Energy M,mageme11t Control System (EMCS), to b~ recognized for compliance . 2 . Additional watts are available only when allowed according to the footnotes on bottom of Table 146-C, which include: Specialized task work; Ornamental lighting; Precision commercial and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing Studio lighting .. 3. luminaire classification and wattage shall be determined in accordance with §130.0(c) of the Standards. Dec;;laration Qf Req1,.1ired Certific;:ate~ Qf A,cept,c1nc;:e -Declare by checking all of the Certificate5 of A,cceptance that will be submitted. (Retain copies and verify forms are completed and signed.) [a NRCA-l TO-02-A -Must be submitted for outdoor lighting controls. 0 Field Inspector CA Bull ding Energy Efflderu:y Standards -2013 Nonresidential Complf.ince M.iy 2015 CA. Building En erf!N Efficiency Standards -2013 Nonresidential Compliance May 2015 STATE'OF CALIFORNIA CALIFORNIA ENERGY COMMISSION @-OUTDOOR LIGHTING CEC-NRCC-LT0-01-E (Re~is~d 051151 CERTIFICATE OF COMPLI/\NCE NRCC-LT0-01-E Outdoor Lightin8 (Page 2 of 4) CA_BUildl□ g Energy Effitic!ne11 standards -2013 Non1e.5Jdential comP,llanee May 2015 ~,,,~•"•-Aviara Community' Park I !;pl\,F,q,w~,;j; 5/18/2016 Schedule of lumfnaires exempt from the outdoor lighting power requlrements in §140.7 Name or Symbol Description of exempt luminaire in accordance with the exemptions STATE Of c:a.LIFOflNI~ CALIFORNIA ENERc:rt' COMMLSSIO"' w OUTDOOR LIGHTING CEC-NRCC-LT0-01•E 1R....,std 061141 CERTIFICATE OF COMPLIANCE N RCC-LTO·Ol ·E STATE OF CALIFORNIA "A IF"RNIA ENERGY WMMl!;SION :!ll. OUTDOOR LIGHTING GEC-NRGC-l TO-DI-I= "'..,.i•1" "61141 Outdoor Lighting (Page 3 of4} CERTIFICATE OF COMPLIANCE. NRCC·LT0--01-E Sche:dole of luminaires eKempt from the cutoff requirements in§130.2(bJ -,,-.-.a:f'Nm■: Avianl Community Park I u.,.,, .... w, 5/18/2016 Outdoor Lighting (Page..._ of 4) r<qu,_,,. Avia@ Community Park I D•«h<-11± 5/18l2□16 Narne or Symbol Description of exempt luminaire in accordance with the exemptions A. OUTDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLIST DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Schedule of luminafres exempt from the outdoor lighting control requirements In §130.2(c) Name or Symbol Description of C:!Xempt luminaire in accordance with the exemptions Luminalre Schedule Installed Watts Locatfon Cutoff Field ln~pectot A • C D ' F G M I How w.:1ttaj!e w.a~ ~ deterrnined -• it • ~ • ~ ~ e e "-C Nru.1-., or 1l_ ~ 0 > } t " a -Primarv 'Function are,:1 in which ~ ~ ~ it-emTng Complete Luminalre Dl':scrlptlcn , . ii' " ~ ' • S' i: these lumi11aires <1rt lnstailed ~ ~· 1i! " ' e. ~ ._ 3 0 0. a -• , " ' ~ !' C, ;;-" • [ • •• • • " -. • 1 I i:::erlifv that th]-; (erhficale ol Comp1i.:1nce documenlaflon i~ accurate and complete. 0o>mn:,..,u1lon Aul/111< >is,-..IUtt. ; .-· }'" X~ Ol><"me,,DDonAulhar Nane~ >,--...:I, •-.rv-t:omp;m~: Randall Lamb, Inc ~lirmture oaie:511612016 / . Add!f.U: 4757 Palm Ave CF.AC.,,,~Nanon h:lemitt.:~1jji11fil ~llPlic;ibl~1: ('.; ... ,1S1,,..;1,,,: La Mesa, CA 91942 Ph(hl•:619-713-5 700 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the fcllowin& under penalt\' cf perjury, under the !.aws cf the !:.tate of Caltfornia: 1 Th,11: lntorm.atlon provldM on th Is C!"rtiflcate of Compllanct" I~ true aiod correct. H 29.5W LED DRIVER 29.5 !'.I □ 1u 2,. Pedestrian Hard~cape □ □ J 29.SW LED DRIVER 29.5 !'.I □ L 59 Pedeshian Hardscape □ □ ,. I am elil!ible llndl':r Dlvi:Slcn l aft he Business and Professions Code t-o accept responsibility for lhe building desii;:I) or system desii;:n identified en this.(;ertl'fjcatc of Ccmpliarice (rcspo11siblc c!esiener), 3. The eneriy leatures·-and performance specltlc:ation5, maieriul;. o:rmponerits, -and manufilctured devices for the build Ing de~lgn or ,y,tem desrgn identilled on thi; Certlf/c:.ate ot Compliance F 5,8W LED DRIVER 58 Cl □ 5 29 Pedestrian Hardscape □ □ conform to the requirements of Title H, Part 1 ,and Part 6 at the Caltfornia, Code ot Reaulatfons. □ □ □ □ □ □ □ □ • Th.e building de~il!',n le11tu1es er ~y;tem design leature:; identified on this Certific:~1e ol Compliallc:e are c:onS1stent witfi the intcrmatlon provided on ether .'lpplleable t'.ompliance doc:uments . ,-Jorhh~t\, ailculaHon~, plans and spe,dflcalions submitted to !he enforc:emer,t,agen~ for apriroval witr\ this buildlnt peunil appltcallrm. 5. I will ensure that a c-omple1ed signed copy of thls Cenlficate of Compliance ~hall be made.aYallable with the bulldlng perrnlt(s) Issued !or the building. and made ayaliable to, the enlorcemerit □ □ □ □ ;iger,cy !or .all appllcabl<'! ln~pectlons. I underst:ind th.11 :i oompleted signed copy of thl~ Certificate of Compl\.1nce l!>reriulfe:d to be Included with the document,nlon 1he builder provides 10 ti-ii □ □ □ □ □ □ □ □ bll!I~ owner .,it oa:ur,.ancy_ / ' . ---~cwoo1•,ble ud~•t<:'1 lta,11,e: GARY EASTLE'Y Hew,, .. i!le!h'~I~/ SiM•l>ll~r ,e; /_ + -1' 1'~•-':I • ,£{,-•aui □ □ □ □ Compo,w,: RANDALL LAMB U.le'ii;ln•d: 5/1 B/ 2,016 □ □ □ □ A<ldrP.,-: 4757 PALM AVE titP"""' E13007 □ □ □ □ □ □ □ □ rnr/',1,,1"1lir,: LA MESA, CA 91942 ,1,.,.,~ 619-713-570D □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ INSTALLED WATTS PAGE TOTAL.: Enter sum total of all pages {Sum Total 383 INS'fALLED Outdoor )fghting wattage) into 383 N RCC•l 1O-0l •E; Page 1 -. Cl\ Bu1tdll'II: Er,er,g',/ Eff1c.1ency Standard! • 201S Nonresldent1al Compliance June.2013 CA 8ulldlne Ener(Y Effldencv Stardards-2013 Nonresfdential C:ompllsnce June 201:3 CA Buildin~ Energy Effiber:icy Standards-201; Non1Es1.dentia I Compliance D D * I ~ --- LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:04:04 PME0.6ELECTRICAL TITLE 24 FOR:PFGE61GESTATE OFCALfFORNLA OUTDOOR LIGHTING CONTROLS C:EC.NRCC-L T0-02-E IRe11tsi!d DS/15\ CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC.L T0--02-E Outdoorlightfng Controls (Page lof3) M,1 .. 1~-= Aviara Community Park I Oato~..-µ,,o.d: 5/18/2016 The NRCC-LT0-02-E shal! be us.ed to document all mandatory outdoor lighting controls that are applicable to the project. Mandatory Outdoor Lighting Control Declaration Statements Check all that apply: □ Lighting shall be controlled by self-contained lighting cpntrol devices which are certified to the Energy Commission according to the Title 20 Appliance Efficiency Regulations in accordance with §110.9(a). 0 Lighting shall be controlled by a lighting control system or ener.gy maoagemenl control system in accordance with §110.9. An Installation Certi.ficate shall be submitted in accordance with §130.4{b). E'.I All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufactL,rer's instructions in accordance with §130.1 D Part-Night Outdoor lighting Controls, as defined in Section 100.l(b), shall meet the requirements in Section 110.9(b)5 D All outdoor incandescent luminaires rated over 100 watts, determined in accordance with Section 130.0(c), shall be controlled by ai motion sensor. D All outdoor luminaires rated for use with lamps greater than 150 lamp watts, determined in accordance wit!, Section 130.0(c)1 shall comply with Backlight, Uplight, and Glare (collectively referred to a~ "BUG") in accordance with Section 130.2(b) □ All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time-switch control in accordance with Section 130.2(c)1 E'.J AIJ installed outdoor lighting shall be drcuned and independently controUed from other electrical loads by an automatic scheduling control in accordance with Section 130.2(c)2 □ All installed outdoor lighting, where the bottom of the luminaire is mounted 24 feet or less above the ground, shall be controlled with automatic lighting controls in accordance with Section 130.2(c)3 D For OutdoorSales Frontage, Outdoor Sales Lots, and Outdoor Sajes Canopies lighting. an automatic lighting control in accordance with Sect.ion 13D.Z(c)4 □ For Building Facade, Ornamental Hardscape and Outdoor Dining hghting, an automatic lighting control in accordance with Section 130.2(c)S El Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for, normal use, indoor lighting controls serving the buildin.g, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in ::1c:corrfanr:e witJ1 §1 90.4.(a). Outdoor lighting c:cmtmls shall c:or:np!y witJ1 tJ1e arr!i.r.ablP. reriuin'!mP.nt.<; nf S~r:tjon 130 . ./\r.) ::1mi Refer~nr.P. Nn.nres.irJP.nt!::11 Appendix NA7.8 CA Building En ergv EfficierJCV Standards -2013 Nonresidential Compliance Mav201S ST.ATE OF C.ALIFORNIA CALIFORNIA ENERGY COMMISSION :Ci) OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-L T0-03-E (Reviuid 05115) CERTIFICATE OF COMPLIANCE NRCC-L T0-03-E Outdoor Lighting Power Allowances {Page 1 of 4) Prnjcct~.,mo, Aviara Community Park I '""0"0·-•-5118/2016 A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARY 1. General Hards.cape Lighting Power Allowance (Site Total from Section B of NRCC-LT0-03-E) IL 924 2. Additional Specific "use it or lose it" Ughting Power Allowances listed in each oft_hese cells shall be identir.al to total allowed watts determined in Section C-1 to C-4 of NRCC-LT0-03-E. PER APPLICATION PER UNIT LENGTH PER HARDSCAPE AREA PER SPECIFIC AREA from Section C-1 (SALES FRONTAGE) (ORNAMENTAL LIGHTING) from Section C-4. from Section C-2 from Section C-3 0 + 0 + 0 + 0 a 2, 0 3. Sum Total ALLOWED Outdoor Lighting Wattage {add rows 1 and 2) 3, 924 B. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA} Initial Wattage Total General Hardscape Allowance (IWA) LlghtingAl1owance A • C D E F G H I Illuminated AWA Per Perimeter length of LPA per L\'VA I IWA Name of area AWA(BxC) {Wattsi D+G-H Hardsc;;peArea Square Foot General Hardscape Linear Foot (Ex F) var SOJC.lu ,arKS vommuniLy u I u uuu u +uv IU uuu "u 770 UL TOT!:U 924 CA Building Energy Efficiency Standards -2013 Nonresidential Compliance May 2015 * STATE OF CALIFORNI.A. CALIFORNIAENERGYCOMMISSION ~ OUTDOOR LIGHTING CONTROLS CEC-NRCC-L T0-02-E /R9Vise,;I 05115) CERTIFICATE OF COMPLIANCE: NRCC-L T0-02-E Outdoor Lighting,Controls (Page 2 of 3) ProJe-c: ~,me: Aviara Community Park I DmPre,:,a,.,,d: 5/18/2016 MANDATORY OUTDOOR LIGHTING CONTROL SCHEDULE and FIELD INSPECTION CHECKLIST -< " ~ ro -•• ,: )> ~ Standards Complying With ~ n " Outdoor Lighting Control Schedule ro n (✓ all that apply, or enter 'E' if Exempted) D ro ' C ,: u • ;,; • n , ~ ~ n ro A • C D E F G H I N 0 Type/ Description of Lighting Control (i.e. I motion sensor, photocontrol, outdoor # = = = = = = ~ ~ ~ ~ ~ ~ w w w w w Lorntion :md Application of w 0 0 0 0 0 u ~ astronomical time-switch control, of 0 ;., ;., ru ru Luminaires being controlled N N N " N E E " " " • centralized time-based zone lighting Units 0, I ~ N w ,;; "' control) □ □ □ □ □ □ □ □ □ □ □ □ □ □ I □ □ I □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ CA Building Energy Efficiency Standards -2013 Non residential Compliance May2015 STATE OF CALIFORNIA OUTDOOR LIGHTING POWER ALLOWANCES CEC-NRCC-L TO-D3-E iRwised 05/151 C.A.LIFORNIA ENERGY COMMISSION ,-"' CERT I FICA TE OF COMPLIANCE Outdoor Lighting Power Allowances ,,c;~,t~ame: Aviara Community Park I Da:..Prepar~d: 5/18/2016 ADDITIONAL "USE IT OR LOSE IT" OUTDOOR LIGHTING POWER ALLOWANCES FOR SPECIFIC APPLICATIONS D The additional specific outdoor lighting power allowance shall be the smaller of the allowed lighting power or the actual lighting power used. □ Use Outdoor Lighting Zone (OL2) that is documented on page 1 of NRCC-L T0-01-E to calculate the specific wattage allowances. ~-1. WATTAGE ALLOWANCE PER APPLICATION -Table 140.7-B NRCC-LT0-03-E (Page 2 of 4) □ Available only for qualifying locations, which include Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities.: Drive Up Windows; Vehicle Service Station Uncovered Fuel Dispenser □ If more than one luminaire type is used per location, use multiple rows for that location A B C D E F G H I J ALWTTED WATTS DESIGN WATTS Wattage Name of Location for Number of Allowance per Allotted Luminaire which allowance is qualifying qualifying Watts Code or Luminaire Watts per Design Watts Allowed Watts claimed locations location (B xC) Symbol Luminaire Description Quantity luminaire (Gx H) (smaller of Dor I) Sum tot a I a I Iowa nee per application on this site: 0 ~-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sales Frontage) from Table 140.7-B D If more than one luminaire type is used per location, use multiple rows for that location A B C D E F G H I J ALWTTED WATTS DESIGN WATTS Name of Location for Wattage Allotted Luminaire which allowance is Linear feet of Allowance per Watts Code or Luminaire Watts per Design Watts Allowed Watts claimed Sales Frontage linear foot (B xC) Symbol Luminaire Description Quantity luminaire (Gx H) (smaller of Dor I) sum total allowance for sales frontage on the site:. 0 CA Building Energy Efficiency Standards• 2013 Nonresidential Compliance May.2015 CERTIFICATE OF COMPLIANCE NRCC-L T0-02~E Outdoor Lighting Controls tpage 3 of 3-) ~,nt...:,,;.,,,., Aviar.a Co_m_m_u_n_;ty_P_a_r_k-----------------------------1r,~,-.~.-~-.. -.,-5-/-18_f}._0_1_6 ________ _ DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1_ 1. I certify that this Certificate at Compliarice docuni.entatlori Is accurate and complete. ~ -0C(~ffl!)fll~li'll1AU(hNN~m,:-: O<i<;umer,1~110nAuU-..irSljjn:11~.,.; /4 ,1.bf~ . .Ji:..""-<!./ a -Cumi,a,,v; Randall Larnb1 Inc. si!,,mu,,. oa,.-.5118/2016 Md!~,;,;• 4757 Palm AYe fftl CN6fir.tlion 1dm~~Gllion (ll,1j1pnrati1~1-Cifyf.,titt/Zip; La Mesa, CA 91942 l'han .. : 619-713-5700 Rl:SPONSIBLE PERSON'S DECLARATION SfAl'EMENf l certify th~ foll owing under pe11a lty of perjury, under the laws of tbe State of caJifor11ia: l. The Information provided 011 this Certificate of Compliance is I ru'! and correct. 2. I am eligible under Division 3 oft he Bu$1ness and Professions Code to accept resporislbllttv for the b1Jlfdlng design or system design ldent[tled on this Certificate of Compliance (respoMlble desie.ner). 3. The energy features and perform.:rnce 5pec:ifications, material5, components, and manufactured devices for the buildini:;: de!">ign or system design identif,ed on this Cert ifiGote of Compliance oonform to the 1equirements of Title 24, Psrtl and P.irt 6 of the califomla Code of Re:ulations, 4, The bulldlng design features or system deslgo features rdentlfled on this Certificate of compl{ance are consistent wit ti the lJJl01mauon provided on other appllcable co.mpllance docum.ents. Worksheel">. c:alc:utations, plans and speciflcallans submitted to the enforcement agency for approval with this building permit application. 5, I will ensure that a completed -si.11ned copy of this Cert·1ficate of Compliance shall be made <l'.rall~ ble with th'! buildini pe1mit(s) issued fort he Ouildin1, and made available lo the enforcement a;:encr for all applkabl_e inspections, I understand that a completed si~ed copy of this Certificate of Compllaric_e is required to be lnduded with the documentatiori the builder orovides to the bulldfnf'I' owner at occ:upam:v, /4_-M/';_;t.-!~ """"°"~'*0t:t&"e• N;-im~: GARY EASTLEY llr,,poo:abk Clc:'i[gner '>ft;n~wrt-: (oo\p:i1ry: RANDALL LAMB M~Siaried: S/18/2016 ,',\k!Jc..,;· 4757 PALM AVE IITT'n'>l": E~_3007 C11yf.;tatef1i11, LA MESA. CA 91942 NionP.~ 619-713-5700 CA Build Ing Energy Eff,ciency Standards• '2013 Nonresidential Compliance May 2015 STATE OF C LIFORN CALIFORNIA ENERGY COMMISSION $: OUTDOOR LIGHTING POWER.ALLOWANCES CEC:·NRCC·L T0-03-E IR'°"l~ed D51161 CERTIFICATE OF COMPUANCE NRCC-LT0--03-E Outdoor Lighting Power Allowances {Page3of4) rrof"i1111""I"" AV]ara Community Park I 0~\C~•!tJ011'odl 5/18/2016 C-3. WATTAGE ALLOWANCE PER SQUARE FOOT Of HARDSCAPE AREA (Ornamental Lighting) -Table 140.7-B 0 Allowaoce fm the total site illuminared hardscape arl!!a. U.nninair•es qualifying far this. allowar~ce.shall be rated fo, 100 watts. or less as deteur1ined in accordance with Section 130.0{c), and !:hall be: pose-top luminBires, lanterns, pendant luminaires, or chandeliers. □ [f more than one tumlnaire type is used per locat1on, use multiple rows for that location A B C D E F G H I J ALLOTTED WATB OE51GN WATTS Name cf e1re.i for ).\/hlch Wattage Al1on.ed Lumln;;lre orriamental allOwance. is. Square feet of Allowance per Watts Cede or Lumrnafrc Watts per Design Watts Allowed Watts daimed H,ndscape :.qllare fmit \B ic C) S';m.bol luminaire Des.;nption Quantity lllrrii.nalre (Gic H) (smaller of Dor I) Surn tot.;il <1llow-3ncefor ornamental liEhtlnE on the .site:. a C-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA -Tabl• 140.7-B D Allowances for Buildlns Facades; Outdoor Sales Lotsi'Vehlcle Service Station Hardscape; Vehicle. Service Station Canop(esi Sales Canopies; Non-!:ales Canopies; Guard Stltfons; Student Pick-up/Drop-off 2.0.ne: Outdoor Dining; Special Security Ughi:ing for Re.tall Parking and Pectestr[an 1-!ardscape. □ If more than one luminaire type is ust:d µer location, use multiple rows fur that location A B C D E F G H I J ALLOTrfO WATfS Dt=SIGN WATTS Name of Location fur Wattage Allotted Lumlnatre which .;llowance I~ lllumlnate.d Area Allowance. pe.r Watts Code or Lumlnalre Watts per Oei;lgn Watts Allowed W.-itts daimed of Application square foot \B XC) Symbol luminaire Oe!">cnption Quantity (uminaire (Gx H) (smaller of Dor I) Sum total allowance for specific area on the site: 0 CA Buildine Ener ~ Efficiency Standards• 2013 Nonresidential Compliance May2015 D D I ~ --- LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:04:10 PME0.7ELECTRICAL TITLE 24 AND DETAILS FOR:PFGE62GE* (,) KEYNOTES / UNCONTROLLED RECEPTACLE MAX 6'·0" UNCONTROLLED 20A D\JPLEX RECEPTACLE. SINGLE GANG COVER PlATE ONE CONTROLLED RECEPTACLE MUST BE INSTALLED WIJH IN 6'.Q" Of EACH UNCONTROLLED RECEPTACUE. [TITLE 24, PART 6 130.5(d}I / CONTROLLED RECEPTACLE (,) GENERAL NOTES MAX 6".()' CONTROLLED 20ADUPLEX RECEPTACLE SINGLE GANG CO~ER PlATE 1. ELECTRICAL CON'!RACTOR IS RESPONSIBLE FOR MAJNTAJN]NG THE SPACING REQUIREMENT OF HAVING ONE CONTROLLED RECEPTACLE WITHIN 6'.Q' OF EACH UNCONTROLLED RECEPTACLE. / ® ; ® UNCONTROLLED RECEPTACLE. -UNCONTROI.LED 20A DUPLEX RECEPTACLE SINGLE GANG COVER PlATE =~=,~=0~=T=R=O=LL=E=D=A=N=D=U=N=C=O=N=T=R=O=LL=E=D=R=E=C=E=P=T=A=C=L=E=S=P=A=C=IN=G=R=E=Q=U=l=R=E=M=E=N=TS=0 1.1,2·----CK,'.;,l\l1!EL \ \ \ ' /./ SURFACI:: r.OUNrl:D --------~ Frx:TURE. 1-~---G/J..V/,MIZED H,\NGER WIRES.SECURE TO SIRJT 1'.EJO\IE [IYP.1 -----3.'L" SCP.El~'f'BLE /' CHAM•JEL SEE AR.CHITECTU:=i.1\L DVo/GS ''------SUSFEJ\DEO GYPBOARD CR FLASTFR \:FIi NG GENERAL NOTES CCff'-DINATE MWr~TING DETAILS '/\'ITH srnUCTUnAL At,D ARG-ITE:CT~AL rn::IAWINGS 2 SECURE 1'X.:.' F XflJRC8 TO STEEL CHllJ\IN:'.LS 1-_ITH t..11NlhlUM 3·114" DAX LEl~3THAS REQUIR'::D LI\G BOLTS 3 WHERE FIXTURES f',:<LL EETWl:;EI\J CK=INNELS, SUPPLY 1\CDITIO:it\L CHr\J\NELS /,S REOIJIJ=:.ED"TO MOJ\JT FIXTIJRC:S 4 PRUVIDI:: CON\EC'l 1:.:.i1~ TU SlRUCTLRE C/\Pl1BLE Cf SUPPORTl'lG fOURTlt.ES Tl-IE F1XT\JREWEIGHI =,~=U'°=~=F=A=C=E=M=O=U=N=T=E=D=F=l=X=T=U=R=E=S=U=P=P=O=R=T=M=O=U=N=T=l=N=G======10 STATE OF CALIFORNlA CAUFORNIPo ENERGY COMMISSION @ OUTDOOR LIGHTING POWERALLOWANCES CEC·NRCC·L T0-03--E IR-evi~ed D5115-\ CERTIFICATE OF COMPLIANCE NRCC-l TO-03-E Outdoor Lighting P'ower Allowances: (Page 4 of 41 r...,iec<Name: Aviara Community Park I O•u,~,...-... ,~15/18(2016 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT l. I certify that thi~ Certificate of Compliance documenhtior, is aocurate arid complete ✓/ ' • OocmnemurionAuiho.-N,,ow: -Ooru,nffi rurion Author !iiBn.:,ma•c · J-•Lf-1:.'" /_~ -t'l""'-"'>V•""-/ .,.,~ ..... I . . I Comp;,n~: RandaU Lamb, Inc. SiilllllllllP Da!" 5/18/2016 , ---/ltli1,!U!: 4757 Palm Ave ([A (trtific:iti{l,1 l(l<.'<IIJ0C'<llii)11.!lf Ol)j)lle,ljl(')' CltY/St~•r/Zl11: La Mesa, CA 91942 PM•lt''619-7'1 J-5700 RESPONSIBL£ PERSON'S DEClARATION STATEMENT --I certify the followTng under penafty of perjury, under the laws of the state of California: 1. The information provided on this Certificate of Compliance Is true .and correct. ,. I o1m eligible under Dh1fsfon 3 ol the Business ;;nd Professlons C.Ode to o1ccep,: responsibility for the bufldfng deMgn or system design lderittfled on this Ce rt lflc.;te of Compliance (resporisible designer!. 3. The er,ergy featureo;. and perform.a nee spedfir:ations, mater[al5. components, and manufoctured devices for the buildlni: design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part land P;.rt 6 of the Californ[a Code of Regulatfons. 4, The buitdfne desien feature~ or SV5iem design features identified on this CertifiC<3te of Compliance are consistent with the 1nformatiori provided on other aoclic.able compilan~e doc.uments, work~heets, calculations, piano;. and speciffc:atlon:!i-submitted to the enforcement agency for approval wilh this building permit application. 5. I will ensure that a completed si11ned copv of this Certificate cf Compliance ~h.sll be made avallable with the bulldin,i: permlt{s) is.sued .for the bulldlni;:, and made available to the enforcement agency for all applkable Inspections. I understand that a completed signed copy of this Certificale of Compliance is required to be included wrth the documentation the bultde, orovides to the buildfl'rFI owner ,it ocCIJ□ancv. C ,. t\C"Sl)o11,ibl~ O~lie11~r riam~: GARY EASTLEY R~o11SIIJI~ 0,..llsnor Sign~t,i,~· / .. z...,..,,,., cJ. •.•~t, ,.;, ~; ,..-: ~ r.11<1•11~,w: RANDALL LAMB ll~r~ ~i,,~•(f; 5/18/2016 , ",,Jd,~,v. 4757 PALM AVE lro\.,iw; E13007 rlty/Star<>/lin: LA MESA, C'A 91942' Phonn: 619-713-5700 CA Buildin: Ener:y Efficiency Standards -2013 Nonresidential Compllanec May2.015 D D I ~ --- LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017JJJJJJJJJ JJ J4567CB123DAGFIWP2PA - 28GFIWP2PA - 28GFIWP2PA - 28GFIWP2PA - 28GFIWP2PA - 28+42"2PA - 12GFI+42"2PA - 2+42"2PA - 2GFIWP2PA - 28+42"2PA - 22PA - 24DED2PA - 18DED2PA - 20DED2PA - 22DED2PA - 162PA - 14GFI+42"2PA - 26GFIWP2PA - 26GFIWP2PA - 26GFI+42"2PA - 26GFIWP2PA - 26LCPSDG&E METER/MAIN+42"2PA - 12REF2PA - 812SF1EF1WH1STORAGE104CONCESSIONSROOM101MEN103TRASH106UTILITY CHASE107WOMEN102ELEC1084(TYP.)562PAM2PA - 40M2PA - 4012PA- 19+17'-0"+17'-0"78M2PA - 30M2PA - 30WH2PA - 32,342PA - 24(TYP.)9(TYP.)92PA - 4+42"2PA - 1010REF2PA - 62PA - 12112PA - 22PA - 142PA - 14122PA - 21,23GDM13142PA- 25+60"2PA12PA - 242PA1- 1,32PA1- 5,7151515UH1Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtNORTHDATEPUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFF9/14/2016 2:04:17 PME1.1ELECTRICAL POWER PLAN FOR: 1/4" = 1'-0"1LEVEL 1 - POWER PLANKeynote LegendKey ValueKeynote Text1PROVIDE MOTOR RATED SWITCH FOR ROLL UP DOOR2PROVIDE AUTOMATIC CONTROLS SUCH THAT FANOPERATES UPON OCCUPANCY IN COMMUNITY ROOMAND/OR 'STORAGE/IT ROOM.3PROVIDE AUTOMATIC CONTROLS SUCH THAT FANOPERATES UPON OCCUPANCY IN MEN'S RESTROOM,WOMEN'S RESTROOM, AND/OR UTILITY CHASE.4LOCATION FOR AMPHITHEATER LIGHTING CONTROLSYSTEM WITH A/V INPUTS.5PROVIDE UNDERGROUND CONDUIT FOR CIRCUITCONNECTION6PROVIDE (2) 2"C. FROM THIS LOCATION TO 5' OUTSIDEOF THE BUILDING COORDINATED WITH AMPHITHEATERELECTRICAL ENGINEER PRIOR TO ROUGH-IN.73/4" C. TO ELECTRICAL PANEL FOR FUTURESURVEILLANCE CAMERA.83/4" C.O. TO TELECOMM CABINET FOR FUTURESURVEILLANCE CAMERA.9PROVIDE LOCKING COVERS ON ALL EXTERIORRECEPTACLES.10 PROVIDE (3) 1" C.O. STUB OUTS FROM PANEL 2PA TO5'-0" BEYOND BUILDING EXTERIOR FOR FUTUREEXTENSION TO SITE POWER FACILITIES11 PROVIDE RECEPTACLE UNDER SINK FOR FUTUREELECTRICAL. ROUTE BRANCH CIRCUIT WIRINGTHROUGH MOTOR RATED SWITCH MOUNTED ABOVECOUNTER.12 EXTEND 208V POWER TO FIREPLACE CONTROL PANELAND POWER VENT. PROVIDE (1) 3/4" C. TO POWER VENTAND (1) 3/4" C.O. TO LOW VOLTAGE CONTROL SWITCHLOCATION. COORDINATE WITH FIREPLACEMANUFACTURER AND PRODUCT/INSTALLATION DATA.13 WALL MOUNTED 200A SDG&E METER/MAIN SERVICEENTRANCE RATED PANEL.14 PROVIDE 3/4" CONDUIT AND JUNCTION BOX FOR FUTUREELECTRICAL. PROVIDE STAINLESS STEEL COVER PLATEAND STUB CONDUIT UP TO ACCESSIBLE CEILING SPACE.15 PROVIDE THE FOLLOWING FOR EACH CARD READERLOCATION: - 3/4" CONDUIT FROM CONTROLLER AT IT CLOSET TOJUNCTION BOX ABOVE CEILING AT EACH RESPECTIVEDOOR. - 1/2" CONDUIT FROM JUNCTION BOX TO RECESSEDSINGLE GANG BOX FOR CARD READER (MOUNTEDWITHIN ADA HEIGHTS) - 1/2" CONDUIT FROM JUNCTION BOX TO HINGE SIDEOF DOOR; CENTER HINGE IF THREE HINGES; 2ND HINGEFROM TOP IF FOUR HINGES)XPFGE63GE~ ~. ~ ~/' : ·----------. ' r-, X ' ~ / / "···· / . • ·----._// /< 'I • !' * _J_ 7 I I I I I ~ 7 I T L __ I I G\ □ G\ I.·/ --~---- J =i---·· L -G 8 a .-o 1 a□ 0 e 0 I • • ~-+---~~-+-+-~□~-~□ LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017OCOCOCOCOCRCOC4567CB123DAH2PA - 38H2PA - 38H2PA - 38H2PA - 38H2PA - 38H2PA - 38H2PA - 38H2PA - 38H2PA - 38H2PA - 38J2PA - 38J2PA - 38DDD DA2PA - 36A-EM2PA - 36F2PA - 38F2PA - 38F2PA - 38F2PA - 38F2PA - 38C-EM2PA - 36C-EM2PA - 36C2PA - 36C2PA - 36C2PA - 36C-EM2PA - 36B12PA - 36B2PA - 36B-EM2PA - 36B2PA - 36EEEE1(TYP.)2+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"+7'-0"CONCESSIONSROOM101STORAGE104ELEC108TRASH106MEN103UTILITY CHASE107WOMEN102G2PA - 36Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENTAPPROVED BY:491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtNORTHDATEPUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFF9/14/2016 2:04:23 PME2.1ELECTRICAL LIGHTING PLAN FOR: 1/4" = 1'-0"1LEVEL 1 - LIGHTING PLANKeynote LegendKey ValueKeynote Text1PROVIDE ROOM CONTROL.2VERIFY HEIGHT WITH ARCHITECT PRIOR TO ROUGH INXPFGE64GEI I 0 0 0 0 0 □ 0 [] -I Ill I u II i -J r,==;i ( I □ lJ__jJ ,, '1 $ ~c QQQ ·a I I I C 0 ,, m I I -l \ I\ ' ' 0 -0 C!::J 0 ' I ~ ~~ ~ I I _) ~I ~ 0 0 -= --I --I ' I -■ l I m I ' ~ :,···, I I I I ) I i f-l ~ I -ll 0 f, = ~-r· I I f; ~~~ L....J I D D * I ~ LACIRTCELE GARYA.EAST L EY REENGINELANOISSEF ORPDERESTGIERANROFILAFOEATS CTINo: E 13007EXP. 6/30/2017Integrated Services - MEP Engineering | Technical Services | Building Sciences |Building Commissioning | Clean Energy Solutions | Energy Services |SAN DIEGO - SAN FRANCISCO4757 Palm AvenueLa Mesa, California 91942-9252(619) 713-5700 Fax (619) 713-5701BMLLADANALR539 South Cedros AvenueSolana Beach, CA 92075858-350-0544REVIEWED BY:DATEINSPECTOR"AS BUILT"DATEP.E.EXP.AVIARA COMMUNITY PARKSDG PROJECT NO: 15-406PLT DATE: 07/28/2016CITY OF CARLSBADRVWD BY:OTHER APPROVALINITIALDATESHEETSHEETSDWN BY:CHKD BY:PROJECT NO. DRAWING NO.DATE INITIALENGINEER OF WORKDATE INITIALCITY APPROVALREVISION DESCRIPTIONPARKS & RECREATION DEPARTMENT491-34604ECE2hniLc.ACwww.scpe elt hoC HsTDDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNINVIGI,PU IPX R ES S IS E N SI TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NIV I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,1186J:\Revit\1161002_Aviara Park\CENTRAL\1161002_Aviara Park 2.rvtAPPROVED BY:PUBLIC WORKS MANAGER PE#61909 EXP. 9/30/17JOHN EDWARD MAASHOFFDATE9/14/2016 2:04:29 PME3.1ELECTRICAL SINGLE LINE DIAGRAM FOR:PFGE65GENotes:Total Est. Demand:29 ATotal Conn.:29 ATotal Est. Demand:6920 VAEquipment6920 VA100.00%6920 VATotal Conn. Load:6920 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsTotal Amps:29 A29 ATotal Load:3460 VA 3460 VA41423940373835363334313229302728252623 SPACE-- --0 0 -- -- SPACE2421 SPACE-- -- 0 0-- -- SPACE2219 SPARE20 A 10 0 -- -- SPACE2017 SPARE20 A 1 0 0-- -- SPACE1815 SPARE20 A 10 0 -- -- SPACE1613 SPARE20 A 1 0 0-- -- SPACE1411 SPARE20 A 10 0 -- -- SPACE129 SPARE20 A 1 0 0-- -- SPACE107 HAND DRYER - MENS... 20 A 11730 0 -- -- SPACE85 HAND DRYER - MENS... 20 A 1 1730 0-- -- SPACE63 HAND DRYER - WOMENS... 20 A 11730 0 -- -- SPACE41 HAND DRYER - WOMENS... 20 A 1 1730 0-- -- SPACE2CKT Circuit Description Trip Poles AB Poles Trip Circuit Description CKTEnclosure:Mounting:SURFACEWires:3Mains Rating:100 ASupply From:2PAPhases:1Mains Type:MLOLocation:STORAGE 104Volts:120/240A.I.C. Rating:42000Branch Panel: 2PA11. CIRCUITS 1,3,5,7,9,11,13,15 AND 17 REFER TO ELECTRICAL SITE PLANS.Notes:Receptacle9140 VA100.00%9140 VAPower12390 VA100.00%12390 VATotal Est. Demand:147 AOther3250 VA100.00%3250 VATotal Conn.:146 ALighting829 VA125.00%1036 VATotal Est. Demand:35336 VAEquipment9520 VA100.00%9520 VATotal Conn. Load:35129 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsTotal Amps:142 A151 ATotal Load:17014 VA 18115 VA414239 ---- --3460 1000 1 20 A ROLL UP DOOR4037 2PA1100 A 2 3460 3841 20 A EXTERIOR LIGHTING3835 SPARE20 A 10 445 1 20 A INTERIOR LIGHTING3633 SPARE20 A 1 0 750-- -- --3431 SPARE20 A 10 750 2 20 A WH-13229 SPARE20 A 1 0 5001 20 A EF-1 & EF-23027 SPARE20 A 10 1080 1 20 A EXTERIOR RECEPTACLES 2825 UH-120 A 1 250 9001 20 A RESTROOM REC2623 ---- --500 1500 1 20 A CARD READER2421 FIREPLACE CONTROL PANEL 20 A 2 500 7501 20 A DED DATA REC2219 SURVEILLANCE CAMERA 20 A 1100 750 1 20 A DED DATA REC2017 RECEPTACLES EAST20 A 1 360 7501 20 A DED DATA REC1815 RECEPTACLES WEST20 A 1360 750 1 20 A DED DATA REC1613 BOLLARD LIGHTING20 A 1 420 5401 20 A STORAGE ROOM REC1411 PEDESTRIAN LIGHTING 20 A 1650 540 1 20 A CONCESSIONS ROOM REC 129 AMPHITHEATER LIGHTING 20 A 1 500 1801 20 A FUTURE AT SHELF107 ---- --1500 1000 1 20 A REFRIGERATOR85 AMPHITHEATER20 A 2 1500 10001 20 A REFRIGERATOR63 ---- --3550 180 1 20 A FUTURE UNDER SINK41 EV CHARGING STATION 40 A 2 3550 7201 20 A CONCESSIONS ROOM REC 2CKT Circuit Description Trip Poles AB Poles Trip Circuit Description CKTEnclosure:MCB Rating:200 AMounting:SURFACEWires:3Mains Rating:200 ASupply From:Phases:1Mains Type:MCBLocation:STORAGE 104Volts:120/240A.I.C. Rating:42000Branch Panel: 2PAI I L 7 I I I I + _J I I I L 7 7 I I -t _J 7 7 7 * EXISTING SDG&E TRANSFORMER / INTERCEPT 5 FEET FROM TRANSFORMER AND EXTEND EXISTING 4' CONDUIT TO NEW SDG&E METER/MAIN. SDG&E TO PROVIDE CONDUCTORS FOR CONNECTION TO THE NEW METER/MAIN. #6CU.-#6CU.-#6CU.-#6CU.----th BUILDING STRUCTURAL STEEL rNEW / SDG&E METER/MAIN / 200A, 240/120V, 1PH, 3W I GND. COLD WATER IPE ROD UFER GND. /3#2AWG AND 1#6 GND, 1-1/4' C. I / NEW PANEL r---+1-----1 2PA1 NEW PANEL 1----1 2PA NEW LCP \_ 3#3/0 AWG AND 1#6 GND, 2" C. =~=L~•~=ON?=L=E=L=IN=E=D=IA=G=RA=M=========CD D I ~ ---D SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2016-09-16; 04:03pm, Drawing Title: 15014_SE1.dwg, User ID: Neal NJA PSNJANJASYMBOL LISTGENERAL NOTESABBREVIATIONSSE-1.0661 c_, 111'1\ ~ DASHED SYMBOL INDIcA lEs ExIsTING FIXTURE. "" OUTLET, DEVICE OR EQUIPMENT TO BE REMOVED. -EX--R-FINE-LINED SYMBOL INDICA lES EXISTING FIXTURE, OUTLET, DEVICE OR EQUIPMENT TO REMAIN. EXISTING CONDUIT TO REMAIN. EXISTING CONDUIT TO BE REMOVED IF IN AN ACCESSIBLE AREA OR TO BE ABANDONED IF IN AN INACCESSIBLE AREA. EXISTING CONDUIT TO BE REUSED. REMOVE CONDUCTORS, EXTEND CONDUIT AND PROVICE NEW CONDUCTORS AS INDICATED. ~ INDICAlES FIXTURE TYPE. SEE FIXTURE SCHEDULE FOR LAMP, '0} WATTAGE, AND MOUNTING INFORMATION. TYPICAL FOR ROOM D INDICAlED, UNLESS OTHERWISE NOTED. 1 ~ INDICAlES CONTROWNG SWITCH 1<__ LEG. DENOlES BRANCH aRCUIT NUMBER SUPPL YING FIXTURE. c::, Ill 1111 #10 Ill A-1,3 3/4"-3#8+1#10 EG SURFACE MOUNTED PANELBOARD. SURFACE MOUNTED CABINET, AS NOlED. CONDUIT CONCEALED UNDERFLOOR SLAB OR UNDERGROUND. CONDUIT INSTALLED EXPOSED. 1• CONDUIT WITH 2#12 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 1" CONDUIT WITH 3#12 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. 1• CONDUIT WITH 4#12 CONDUCTORS PLUS 1#12 EQUIPMENT GROUNDING CONDUCTOR. A NUMBER ADJACENT TO THE HASH MARK IN ANY CONDUIT RUN INDICA lES THE CONDUCTOR SIZE TO BE USED IN LIEU OF #12 AWG. CONDUIT AND EQUIPMENT GROUNDING CONDUCTOR SHALL BE SIZED PER CEC, U.O.N. HOMERUN TO INDICAlED PANELBOARD ('A'). NUMBERS (1,3) INDICAlE BRANCH CIRCUIT NUMBERS. INDICAlES 3/4" CONDUIT WITH (3) 8 AWG CONDUCTORS + (1) 10 AWG EQUIPMENT GROUND. AN\ vvv -I I-DMX LIGHTING CONTROL RECEPTACLE. GRADE MOUNlED PULLBOX. COPPER CLAD GROUND ROD, U.O.N. COPPER CLAD GROUND ROD IN A YARD BOX. ELECTRICAL NOlE REFERENCE INDICATES DETAIL '1' ON SHEET E-6 EXlERIOR LIGHT FIXTURE MOUNlED ON POLE AS INDICA lED IN FIXTURE SCHEDULE. DUPLEX RECEPTACLE, MOUNlED AT +18" AFF TO CENlER OF BOX U.O.N. DUPLEX RECEPTACLE, GFCI TYPE. MOUNlED INlEGRAL INTO POLE WITH W.P. COVER .. U.O.N. 120V GFCI OUTLET AND 208V SPECIAL PURPOSE RECEPTACLE FOR EVENT POWER. SDG&E TRANSFORMER LOCATION. ALSO LOCATION OF AT&T PEDESTAL CURRENT TRANSFORMER, RA TIO AS INDICATED. METER SOCKET OR MOTOR CONTACTOR. GROUND CONNECTION. POWER TRANSFORMER. NORMALLY OPEN POWER OR RELAY CONTACT. r-TRIP SETTING 1 oofr ~ FRAME SIZE 225AF/...T) 3P ~ SWITCH SIZE 6~ NO. OF POLES 63~ ~ FUSE SIZE ~--NO. OF POLES A, AMP AIC CEC cu EA. EG EX GFCI GND IEC K KCM KVA KW LTG MH SPD U.O.N. WI" (R) (E) AMPERE AMPERE INlERRUPTING CAPACITY CALIFORNIA ELECTRICAL CODE (TITLE 24, PART 3). COPPER EACH EQUIPMENT GROUND, OR EQUIPMENT GROUNDING CONDUCTOR. EXISTING GROUND-FAULT aRCUIT INlERRUPlER GROUND INlERCEPT EXISTING CONDUIT KELVIN lEMPERA TURE 1000 CIRCULAR MIL (kcmil) KILOVOLTAMPS (kVA) KILOWATT (kW) LIGHTING, OR LIGHT MET AL HALIDE SURGE PROlECTION DEVICE UNLESS OTHERWISE NOTED WEATHERPROOF FIXTURE OR DEVICE TO REMOVE EXISTING FIXTURE TO REMAIN 1. ALL WIRING ON THIS PROJECT SHALL BE COPPER AND SHALL BE INSTALLED IN CONDUIT. 2. INSTALL A PULL ROPE IN ALL CONDUITS LABELED "CONDUIT ONLY". PULL ROPE TO BE 200 POUND lENSILE STRENGTH MINIMUM. INCLUDE A #14 CU TRACER WIRE WITH THE PULL ROPE TO ALLOW FOR EASY LOCATION OF CONDUIT. 3. VERIFY ALL EXISTING CONDITIONS AND ASSUME THE RESPONSIBILITY OF FITTINGS, EQUIPMENT, RACEWAYS, ETC. IN THE EXISTING SPACE ALLOWED. ALL NEW INSTALLATIONS SHALL BE AT NEAT RIGHT ANGLES. 4. ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES AND AMENDMENTS: ·THE 2013 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2012 INlERNATIONAL BUILDING CODE (IBC) AND THE 2013 CALIFORNIA AMENDMENTS • • THE 2013 EDITION OF THE CALIFORNIA ELECTRICAL CODE (CEC) ADAPTS THE 2011 NATIONAL ELECTRICAL CODE (NEC) AND THE 2013 CALIFORNIA AMENDMENTS. • THE 2008 EDITION OF THE CALIFORNIA OF THE CALIFORNIA ENERGY EFFICIENCY STANDARDS. 5. ALL ELECTRICAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE PROJECT SPECIFICATIONS AND ALL OTHER RELAlED CONTRACT DRAWINGS. 6. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS/SPECIFICATIONS AND BE RESPONSIBLE FOR THE PROPER FITTING OF MA lERIALS AND EQUIPMENT AT EACH LOCATION AS INDICATED WITHOUT SUBSTANTIAL ALlERATION. IN AS MUCH AS THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL OFFSETS, FITTINGS AND ACCESSORIES WHICH MAY BE REQUIRED. FURNISHING FITTINGS REQUIRED TO MEET SUCH CONDITIONS SHALL BE AT NO COST TO THE CLIENT. 7. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY ONLY AND SHALL BE INSTALLED IN A MANNER TO PREVENT CONFLICTS WITH EQUIPMENT AND STRUCTURAL CONDITIONS AND TREES. EXPOSED CONDUITS SHALL BE INSTALLED PARALLEL TO BEAMS AND WALLS. 8. ALL CIRCUIT PROlECTIVE DEVICES SHALL HA VE THE REQUIRED RA TINGS AND INTERRUPTING CAPAaTY EQUAL TO OR GREA lER THAN THE AVAILABLE SHORT CIRCUIT CURRENT AT ITS SUPPLY lERMINAL. 9. FIELD VERIFY EXISTING CONDITIONS AND ADVISE ENGINEER OF ANY DISCREPANCIES OR DEVIATIONS BETWEEN PLANS AND ACTUAL CONDITIONS PRIOR TO SUBMITTING BID. 10. PATCH AND REPAIR ALL SIDEWALKS ASPHALT, AND LANDSCAPING WHERE NEW CONDUIT IS TO BE INSTALLED. REPAIR IRRIGATION LINES AFFEClED DURING CONSTRUCTION. 11. VERIFY LOCATIONS OF GAS SEWER AND WAlER LINES WITH FACILITIES PERSONNEL ROUlE CONDUIT ACCORDINGLY. 12. ROUlE CONDUIT AROUND TREE LOCATIONS PER THE OWNERS DIRECTION. IF NEEDED BORE UNDER ROOT SYSlEMS INSlEAD OF TRENCHING TO AVOID DAMAGE TO EXISTING TREES. LIGHTING FIXTURE SCHEDULE QTY. SYMBOL FIXTURE MANUFACTURER AND FIXTURES TYPE CATALOG NUMBER @ ® LUMEC LIGHTING FIXTURE: 6 Qo @ CPLM-65W49LED4K-TH3F-CLRA-NP POLE: A TR85C2-CLRA-NP 0 LIGMAN 8 @ UNl-80501-12W-W-W35-120-S-F 5 <( @ LIGMAN UKl-60771-30W-W40-W-277 FORMS&: SURFACES 7 Ji( @ LIGHT COLUMN LBLC0-604-KENTE-360-SECURITY FORMS&: SURFACES 1 J§( @ LIGHT COLUMN LBLC0-604-KENlE-360 2 Do @> EXISTING 1 Do{] @ EXISTING EQUIVALENT MANUFACTURER SUBJECT TO APPROVAL OF SHOP DRAWINGS NONE KNOWN NONE KNOWN NONE KNOWN NONE KNOWN NONE KNOWN --ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 QTY. LAMPS 1 1 1 1 1 1 1 LAMPS TYPE WATTS COLOR TEMP. LED 72 3500' K LED 12 3500' K LED 30 4000' K LED 17 4000" K LED 17 4000' K HPS 150 2000' K HPS 250 2000' K FIXTURE BALLAST TOTAL MOUNTING INPUT INPUT TYPE VOLTS WATTS CD POLE 100-277 72 LED DRIVER DETAIL 1/SE4.0 RECESSED 100-277 12 LED DRIVER DETAIL 1/SE-5.0 277 30 LED DRIVER GROUND SURFACE 100-277 17 LED DRIVER DETAIL 3/SE-4.0 SURFACE 100-277 17 LED DRIVER DETAIL 3/SE-4.0 -170 MAGNETIC POLE -280 MAGNETIC POLE DESCRIPTION DECORATIVE LED LIGHT FIXTURE WITH FIXTURE MOUNlED AT 16 FT ABOVE GRADE WITH POLES AT 19 FT. PROVIDE CLEAR COAT OPTION FOR FIXTURE AND POLE. POLE AND FIXTURE PAINT AND CLEAR COAT SHALL HAVE MINIMUM 2000 HOUR SALT SPRAY RATING. LED DOWNLIGHT WITH STAINLESS SlEEL FINISH AND FROSlED LENS. COORDINAlE INSTALLATION WITH PRE-MANUFACTURED CANOPIES. GROUND MOUNlED LED ACCENT LIGHT WITH INTEGRAL LED DRIVER AND ADJUSTABLE OPTICS. REFER TO DETAILS 2/SE-5.0 &: 3/SE-5.0. ILLUMINA lED DECORATIVE BOLLARD WITH PROlECTIVE EMBEDDED SECURITY CORE. PROVIDE STAINLESS SlEEL SHIELD AND WHllE ACRYLIC LENS. SAME AS TYPE L4 EXCEPT NOT AN EMBEDDED SECURITY CORE. EXISTING PEDESTRIAN FIXTURE MOUNTED ON 16 FT POLE. EXISTING PARKING LOT FIXTURE MOUNlED ON 25 FT POLE. FIXTURE NOTES CD FIXTURE CONNECTIONS SHALL BE AS INDICATED ON THE PLANS. CATALOG NUMBERS ARE BASED ON VENDOR INFORMATION, SALES LllERATURE AND PHOTOMETRIC DATA ON HAND AT THE TIME OF PROJECT DESIGN BY ALAGIA ENGINEERING AND ARE INlENDED TO CONVEY THE FEATURES/PERFORMANCE REQUIRED. EACH FIXTURE MUST BE PROVIDED COMPLElE WITH ALL FITTINGS AS APPROPRIATE FOR PROPER MOUNTING AT THE LOCATIONS INDICATED. @ CONTRACTOR SHALL BE RESPONSIBLE TO COUNT FIXTURES ON PLANS AND USE THE NUMBER OF FIXTURES SHOWN ON PLANS FOR BIDDING PURPOSES. "AS BUil T" P.E. ---EXP.----REVIEWED BY: INSPECTOR DATE DATE l-----t---+-----------+-----t---+----+-----11 SHEET I CITY OF CARLSBAD I SHEETS 1 PARKS & RECREATION DEPARTMENT ;==::..::::=========:....:::::=:::::; ELECTRICAL LEGEND FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2016-09-16; 04:04pm, Drawing Title: 15014_SE1.1.dwg, User ID: Neal NJA PSNJANJADOCUMENTATION AUTHOR'S DECLARATION STATEMENTNRCC-LTO-01-ECERTIFICATE OF COMPLIANCEOutdoor Lighting(Page 1 of 3)June 2013STATE OF CALIFORNIAOUTDOOR LIGHTINGResponsible Designer Name:Company:Address:Documentation Author Name:Company:Address:City/State/Zip:RESPONSIBLE PERSON'S DECLARATION STATEMENTDocumentation Author Signature:Signature Date:CEA/HERS Certification Identification (if applicable):Phone:City/State/Zip:Responsible Designer Signature:Date Signed:License:Phone:1. I certify that this Certificate of Compliance documentation is accurate and complete. I certify that the following under penalty of perjury, under the laws of the State of California.Project Name: Date Prepared:Project Address:General InformationPhase of Construction:New ConstructionAdditionAlterationTotal Illuminated Hardscape AreaOutdoor Lighting Zone (OLZ)The OLZ is:OLZ-1OLZ-2OLZ-3OLZ-4LIGHTING COMPLIANCE DOCUMENTS (check box for each document included)NRCC-LTO-01-ECertificate of ComplianceNRCC-LTO-02-EOutdoor Lighting Controls Certificate of ComplianceNRCC-LTO-03-EOutdoor Lighting Power Allowance Certificate of ComplianceNRCC-LTO-01-ECERTIFICATE OF COMPLIANCEOutdoor Lighting(Page 2 of 3)June 2013STATE OF CALIFORNIAOUTDOOR LIGHTINGProject Name:Date Prepared:Summary of Allowed Outdoor Lighting PowerNRCI-LTO-01-E - Must be submitted for all buildingsNRCI-LTO-02-E - Must be submitted for a lighting control system, or for anEnergy Management Control System (EMCS), to be recognized for compliance.Field InspectorField InspectorNRCA-LTO-02-E - Must be submitted for outdoor lighting controls.Field InspectorProject Name:Date Prepared:(Page 2 of 3)MANDATORY OUTDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLISTABC D E FH IONRCC-LTO-02-EJune 2013CERTIFICATE OF COMPLIANCESTATE OF CALIFORNIAOUTDOOR LIGHTING CONTROLSOutdoor Lighting ControlsNG1CERTIFICATE OF COMPLIANCESTATE OF CALIFORNIAProject Name:Date Prepared:(Page 3 of 3)A. OUTDOOR LIGHTING SCHEDULE and FIELD INSPECTION ENERGY CHECKLISTABCDE FGHIOUTDOOR LIGHTINGOutdoor LightingNRCC-LTO-01-EJune 2013CERTIFICATE OF COMPLIANCESTATE OF CALIFORNIAProject Name:Date Prepared:(Page 1 of 3)OUTDOOR LIGHTING CONTROLSOutdoor Lighting ControlsNRCC-LTO-02-EJune 2013The NRCC-LTO-02-E shall be used to document all mandatory outdoor lighting controls that are applicable to the project.Check all that apply:SE-1.167138 CEC-NRCC-LT0-01-E /Revised 06/131 CALIFORNIA ENERGY COMMISSION CEC-NRCG-L T0-01-E I Revised 06/131 CALIFORNIA ENERGY COMMISSION Aviara Park I May 2016 Av·ara Park I Mav 2016 3333 Bear Valley Parkway, Escondido CA 92025 I 1. Lighting Power Allowed for General Hardscape -NRCC-L T0-02-E • 2. Lighting Power Allowed for Specific Application per Unit Length -NRCC-L T0-02-E • '" □ □ 3. Lighting Power Allowed for Specific Application for Ornamental -NRCC-L T0-02-E • C: C: " C: 4. Lighting Power Allowed for Specific Application per Square Foot-NRCC-L T0-0.l-E • 1164 □ Default in accordance with §10-114, or □ Amended by the AHJ 5. Sum Total of ALLOWED Outdoor Lighting Power . 1164 Complies ONLY if Installed 5 Allowed •• INSTALLED Outdoor lighting from NRCC-LTl-01-E, page 4 804 Neal Alagia ~ Declaratlon of Required lnstallatlon Certificates -Declare by checking all Installation Certificates that will f----A-l_a_g_;,-E-,g-;-,-,e-,-;,-g~---------+-----J-U-L Y_2_8_2_0_1 _6_., lii"~'""!""~----1 be submitted. (Retain copies and verify forms are completed and signed.) 17743 Del Paso Dr -11!1 C Poway, CA 92064 858-7L6-7414 11!1 C Declaratlon of Required Certificates of Acceptance -Declare by checking all of the Certificates of 1. The information provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). Acceptance that will be submitted. (Retain copies and verify forms are completed and signed.) 11!1 C 3. The energy features and performance spectftcatlons, materlals, components, and manufactured devices for the bull ding design or system design lden11ned on this Certlncate of Compllance conform to the requirements of TIiie 24, Part 1 and Part 6 of the Callfomla Code of Regulations Schedule of luminaires exempt from the outdoor lighting power requirements in §140.7 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the infonnation provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of1his Certificate of Compliance shall be made available with the building paimit(s) issued for the building, and made available to the enforcement agency for all applicable Inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be induded with the documentation the builder provides to the building owner at occupancy. Name or Symbol Description of exempt luminaire in accordance with the exemptions Neal Alagia ~~""-~~----I Schedule of luminaires exempt from the cutoff requirements in §130.2(b) Name or Symbol Description of exempt luminaire in accordance with the exemptions Alagia Engineering JULY 28 2016 ..., ~ 17743 Del Paso Dr E 13829 CA Schedule of lumlnalres exempt from the outdoor llghtlng control requirements In §130.2(c} Poway, CA 92064 858-7L6-7414 Name or Symbol Description of exempt luminaire in accordance with the exemptions For detailed instructions an the use of this and all Enf'7"gY Efficiency Staridard:J compliance. documents, refer ta the Nonresidential Manual published fry the California Energy Oimmission. '" '" '" CA Building Energy Efficiency standards -2013 Norre11ldentlal Compliance CABulldl'lg EnergyEfflcler,cyst!lndarcls -2013 Nonresldentlal Compliance CEC-NRCC-L T0-02-E (Revised 06/13} CALIFORNIA ENERGY COMMISSION Aviaca Park I Moy 2016 Mandatory Outdoor Lighting Control Declaration Statements D Lighting shall be controlled by self-contained lighting cantrol devices which are certified to the Energy Commission according ta the Title 20 Appliance Efficiency Regulations in accordance with §110.9. D Lighting shall be controlled by a lighting control system or energy management control system in accordance with §110.9. An Installation Certificate shall be submitted in accordance with §130.4(b). □ All lighting controls and equipment shall comply with the applicable requirements in §110.9 and shall be installed in accordance with the manufacturer's instructions in accordance with §130.1. D Part-Night Outdoor Lighting Controls, as defined in Section 100.1, shall meet the requirements in Section 110.9(b)5. □ All outdoor Incandescent lumlnalres rated over 100 watts, determined In accordance with Section 130.0(c), shall be controlled by a motion sensor. IZ] All outdoor luminaires rated for use with lamps greater than 150 lamp watts, determined in accordance with Section 130.0(c), shall comply with Backlight, Uplight, and Glare (collectively referred to as "BUG") in accordance with Section 130.2 (b). □ All installed outdoor lighting shall be controlled by a photocontrol or outdoor astronomical time-switch control in accordance with Section 130.2(c)1. □ All installed outdoor lighting shall be circuited and independenUy controlled from other electrical loads by an automatic scheduling control in accordance with Section 130.2(c)2. □ All installed outdoor lighting, where the bottom of the luminaire is mounted 24 feet or less above the ground, shall be controlled with automatic lighting controls in accordance with Section 130.2(c)3. □ For Outdoor Sales Frontage, Outdoor Sales Lots, and Outdoor Sales Canopies lighting, an automatic lighting control in accordance with Section 130.2(c)4. □ For Building Facade, Ornamental Hardscape and Outdoor Dining lighting, an automatic lighting control in accordance with Section 130.2(c}5. □ Before an occupancy permit is granted for a newly constructed building or area, or a new lighting system serving a building, area, or site is operated for normal use, indoor lighting controls serving the building, area, or site shall be certified as meeting the Acceptance Requirements for Code Compliance in accordance with §130.4.(a). Outdoor lighting controls shall comply with the applicable requirements of Section 130.2(c) and Reference Nonresidential Appendix NA7.8. CA Elulldlng En argy Effk:lancy Standards -2013 NMn,sld!!rrtlal Compliance CEC-NRCC-L To--02-E (Revised 08/131 Aviara Park Outdoor Lighting Control Schedule Type/ Description of Lighting Control (i.e. motion sensor, photocontrol, outdoor Location and Applicalion of astronomical lime-switch control, Luminaires being controlled centralized lime-based zone lighting control) --lardscape Time Cloe-< CA L.ildlng Energy EfflclercyStandama -2013 Non ... aldentlBI CanpllBn<& Exp. 6-30-18 ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AE1#15013 <? rem 1 <;,'0-_,,; ~/,~~-"=~~R-"' # of Units 7 CEC-NRCC-L T0-01-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION Aviara Park I May 2016 Lumlnalre Schedule Installed Watts Location Cutoff Flelc:I Inspector How wattage was ~~ determined "~ rz iif 0 C C 0 ::r ~ ~ m Name or 3 • 0 ~§ ;;!_ 3 Primary Function area in which ~ ~ Complete Luminaire Description ;: i ~ m . :. X -a ~c • !!e ttemTag 3 0 , . lhese lumlnalres are Installed ,l Gl • 1· ~ !!) :· I • z ., ,, a. ;t f s~· ii I!. ~ ~g LI Decorative Pedestrian Type Fixture 72 1111 □ 6 432 Hardscape N A □ □ L2 Decorative Liahtina Fixture 12 1111 □ 8 96 Hardscaoe N A □ □ L3 Spot Amphitheater Fixture 30 1111 □ 5 150 Hardscape N A □ □ L4 Bo lard Liahtina Fixture 17 1111 □ 7 119 Hardscaoe N A □ □ L4 Bo lard Liahtina Fixture 17 1111 □ 1 17 Hardscaoe N1A □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ INSTAU.ED WATTS PAGE TOTAL: 804 Enter sum total of all pages into NRCC-L TO-1164 01-E; Page2 CA Building Energy Efficieno, Slmdwd• -2013 Non,eaidential Complienoe CALIFORNIA ENERGY COMMISSION I May 2016 Standards Complylng With ( _,, all the apply, or ntar 'E' If I :Xempted) I "': ~ "': "': "': "': w w w w w w 0 0 0 0 0 ,, "' "' "' "' "' g ~ l!; £, 11 % ~ ~ ffl ~ • □ □ X X X E E E □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE 24 CALCULATIONS FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/17 DAlE DWN BY: I PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2016-09-16; 04:04pm, Drawing Title: 15014_SE1.2.dwg, User ID: Neal NJA PSNJANJAProject Name:Date Prepared: I certify the following under penalty of perjury, under the laws of the State of California:DOCUMENTATION AUTHOR'S DECLARATION STATEMENTDocumentation Author Name:Company:Address:City/State/Zip:Documentation Author Signature:Signature Date:CEA/HERS Certification Identification (if applicable):Phone:1. I certify that this Certificate of Compliance documentation is accurate and complete.RESPONSIBLE PERSON'S DECLARATION STATEMENTResponsible Designer Name:Company:Address:City/State/Zip:Responsible Designer Signature:Date Signed:License:Phone:CERTIFICATE OF COMPLIANCESTATE OF CALIFORNIAOUTDOOR LIGHTING CONTROLSOutdoor Lighting Controls(Page 3 of 3)NRCC-LTO-02-EJune 2013Project Name:Date Prepared:(Page 1 of 6)A. OUTDOOR LIGHTING POWER ALLOWANCE SUMMARYABCDEFHNRCC-LTO-03-EJune 2013CERTIFICATE OF COMPLIANCESTATE OF CALIFORNIAOUTDOOR LIGHTING POWER ALLOWANCESOutdoor Lighting Power AllowancesGB. GENERAL HARDSCAPE LIGHTING POWER ALLOWANCE FROM TABLE 140.7-A+++=Project Name:Date Prepared:(Page 2 of 6)C. ADDITIONAL SPECIFIC "USE IT OR LOSE IT" OUTDOOR LIGHTING POWER ALLOWANCESAB C D ENRCC-LTO-03-EJune 2013CERTIFICATE OF COMPLIANCESTATE OF CALIFORNIAOUTDOOR LIGHTING POWER ALLOWANCESOutdoor Lighting Power AllowancesC-1. SPECIFIC WATTAGE ALLOWANCE PER APPLICATION - Table 140.7-BFG H IJC-2. WATTAGE ALLOWANCE PER UNIT LENGTH (Sales Frontage) from Table 140.7-BC D EFG H IJAProject Name:Date Prepared:(Page 3 of 6)AB C D ENRCC-LTO-03-ECERTIFICATE OF COMPLIANCESTATE OF CALIFORNIAOUTDOOR LIGHTING POWER ALLOWANCESOutdoor Lighting Power AllowancesC-3. SPECIFIC WATTAGE ALLOWANCE PER HARDSCAPE AREA (Ornamental Lighting) - Table 140.7-BFG H IJC-4. WATTAGE ALLOWANCE PER SQUARE FOOT OF SPECIFIC AREA - Table 140.7-BC D EFG H IJAJune 2013SE-1.268138 Exp. 6-30-18 <? rem 1 <;,'0-_,,; ',.//,~~-"=~~R-"' ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AE1#15013 CEC-NRCC-L T0-02-E {Revised 06/13) CALIFORNIA ENERGY COMMISSION Aviara Park I May 2015 Neal Alagia ~ Alagia Engineering JULY 28 2016 r-17743 Del Jaso Dr Powcy, CA 92064 858-746-7414 1. The infonnation provided on this Certificate of Compliance is true and correct. 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for Iha building design or system design idantifiad on this Certificate of compliance conform to the requirements of Title 24, Part 1 and Part 6 of the Galifomia Code of Regulations. 4. The building design features or system design features ldenttfled on this Certificate of Compliance are consistent with the lnformallon provided on other applicable compliance documents. worksheets. calculations. plans and spacfficatlons submitted to the enforcement agency for approval with this building permit appllcatlon. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building pennit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner al occupancy. ,,I Neal Alagia Alagia Engineering JULY 28 2016 r-17743 Del Jaso Dr E 13829 CA Powcy, CA 92064 858-746-7414 CA Building EnB'll:f Efficiency standards -2013 Ncn"'sidantial Compliance CEC-NRCC-LT0-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION Aviara Park I May 2016 D The additional specific outdoor lighting power allowance shall be the smaller of the allowed llghtlng power or the actual lighting power used. D Use Outdoor Lighting Zone (OLZ) that is documented on page 1 of NRCC-L T0-01-E to calculate the specific wattage allowances. D Available only for Building Entrances or Exits; Primary Entrances to Senior Care Facilities, Police Stations, Hospitals, Fire Stations, and Emergency Vehicle Facilities; Drive Up Windows; Vehicle Service Station Uncovered Fuel Dispenser AU.OTTED WATTS DESIGNED WATTS .,_ Limi1ai11 Speci~c Ligh~ng Number of ·-· Wob °"'" Luminaire Walt&par DNignWa118 AJl!fflW Wlllls Applic.alic:o, Luminaills "'= {S11C) Symbol Lumi'lai"' Deuoriptia, Quarrtity lcmilaire (G~ HJ (amalerof Dor I) Sum tntal all"""'""" p,,r applicaticw, on this sikl AU.OTTED WATTS DESIGNED WATTS -· .,_ Limi1ai11 Speci~c Ligh~ng Linwr fe!lt<rf AllciwanOII per Wob °"'" Luminaire Walt&par DNignWa118 AJl!fflW Wlllls Applic.alic:o, Salea Frontog& liriearfoot {S11C) Symbol Lumi'lain, Deooriptia, Quarrtity lcmilaire (G~ HJ (amalerof Dor I) Sal"" Frorl;age Sales Frortag,, Sal815 Frortage Sal9" Frontage Sum lulal albwanoe fur uala5 fnmlDge on lhe oit,,: CA Building EnargyEffk:lency Smndarda -2013 Nmreeldentlel Compliance CEC-NRCC-L T0-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION Aviara Park I May 2016 1. General Hardsc:ape Lighting Power Allowance (Site Total from Section B of NRCC-L T0-03-E) I 1. 2. Additional Specific "use it or lose it" Lighting Power Allowances listed in each of these cells shall be identical to total allowed watts determined in Section C-1 to C-4 of NRCC-L Tl-04-E. PER APPLICATION SALES FRONTAGE ORNAMENTAL LIGHTING PER SPECIFIC AREA from Section C-1 from Sectin C-2 from Section C-3 from Section C-4 I 2. 3. Total Allowed Outdoor Lighting Wattage (add rows 1 end 2) I , Area Wattage Allowance (AWA) Linear Wattage Allowance (LWA} lnltlal Wattage Allowance Total General Hardscape Lighting (IWA) Allowance lllumi1atoo AWA Per AWA(AxB) Perimeter Length of LPA per CWA mA C+ F+G Hardscape Area Squara Foot General Hardecapo UnaerFool (OxE) iw-, TOTAL CA Eluiking Energy Efficiency Sloodruds -2013 Nonresidential Compliance CEC-NRCC-L T0-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION Aviara Park I May 2016 D Allowance for the total site illuminated hards cape area. Luminairas qualifying for this allowance shall be rated for 100 watts or less as determined in accordance with Seciion 130.0(c), and shall be post-top luminaires, lanterns,, pendant luminaires, or chandeliers. ALLOTTED WATTS DESIGNED WATTS Allatted Luminai"' Specific Lightir,;i Squ!l1Bf"8taf ·-,. .... Cod,or Lumlnalre W-par DeelgnWBlls Allowed Watts Application Hardacape "'-~ t'BxC) ,,_, Lumlnalra Cescrlp'llon Quan~ty luminaie (GxH) (amalleraf D «I) Omemen181 Lighting Omamen\91 Lighting Omamenkll Lighting Sum total allowanr,e far omamenlal ll;Jhtlng on the alte· D Allowances for Building Facades; Outdoor Salee Lots; Vehicle Service Station Hardscape; Vehicle Service Station Canopies; Sales Canopies; Non-sales Canopies; Guard S1ations; Student Pick-up/Drop-off zone: Outdoor Dining; Special Security Lighting for Relail Parking and Pedestrian Hardscape ALLOTTED WATTS DESIGNED WATTS w ... ,. All<rll:ed L.umlnalre 8pecllk:: Lighting llluml11Iled Area All,,_.,Del)el' -Coda or Lumlnalre Watts par Design WBlls Allowed Watts AppIIca11on Oll\ppllOO.tlDn square l'OOI ··~ ,,_, LumInaIre □esa1P11on auan~ty lumire.ie (13XH) (smanerolo«I) 7ardscape 6000 019 114 L 1 Pedestrian Liahtina 6 n 432 114 7ardscape 1250 .408 510 L2 Ca1opy Liqhtinq 8 12 96 96 7ardscaoe 1200 .408 490 L3 Ca1or.11 Liahtina 5 30 150 150 7ardscape 2500 .019 48 L4 Pedestrian Liqhtinq 7 17 119 48 7ardscaoe 50 019 1 L4A Pedestrian Liahtina 1 17 17 1 Sum total allowance per gquare fool of specific erea on the site: 1164 CA Building Er,argy Efficiency Slsndarde -2013 Nonreeidentiel Complienoe "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE 24 CALCULATIONS FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/17 DAlE DWN BY: I PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2016-09-16; 04:05pm, Drawing Title: 15014_SE1.3.dwg, User ID: Neal NJA PSNJANJA I certify the following under penalty of perjury, under the laws of the State of California:DOCUMENTATION AUTHOR'S DECLARATION STATEMENTDocumentation Author Name:Company:Address:City/State/Zip:Documentation Author Signature:Signature Date:CEA/HERS Certification Identification (if applicable):Phone:1. I certify that this Certificate of Compliance documentation is accurate and complete.RESPONSIBLE PERSON'S DECLARATION STATEMENTResponsible Designer Name:Company:Address:City/State/Zip:Responsible Designer Signature:Date Signed:License:Phone:June 2013Project Name:Date Prepared:(Page 4 of 6)NRCC-LTO-03-EOUTDOOR LIGHTING POWER ALLOWANCESOutdoor Lighting Power AllowancesCERTIFICATE OF COMPLIANCESTATE OF CALIFORNIASE-1.3#1QSGRJ-6P-WHCommunity Room - Main Control StationGRAFIK Eye QS Wireless 6 zoneScenes 1-4 + Off4 gang backboxRF#2QSE-CI-DMXCommunity Room - DMX 001QS DMX Output Control InterfaceTo DMX by Others#3QSWS2-5BRLI-WHAmphitheater - KeypadseeTouch QS Insert 5 Button with Raise/LowerScenes 1-4 + Off with Scene Raise/Lower1 gang backboxQLink 1QLink 1EXTERIOR LIGHTING CONTROL DIAGRAM69PHPM-SW-DV-WH120VPHPM-SW-DV-WH120VPHPM-SW-DV-WH120VPHPM-SW-DV-WH120V120VAmphitheater1206 W of LED NDL1 (2)1Amphitheater2412 W of LED NDL1 (4)2Amphitheater328 W of LED NDL2 (2)3Amphitheater442 W of LED NDL2 (3)4seeTouch QS Insert 5 Button with Raise/LowerScenes 1-4 + Off with Scene Raise/Lower138 Exp. 6-30-18 <? rem 1 <;,'0-_,,; ",.//,~~-"=~~R-"' ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 CEC-NRCC-L T0-03-E (Revised 06/13) CALIFORNIA ENERGY COMMISSION Aviara Park I May 2016 -Neal Alagia JULY~b ✓~~ Alagia Engineering 17743 Del Paso Dr -Poway, CA 92064 858-746-7414 1 The information provided on this Certificate of Compliance is true and correct 2. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for Iha building design or system design identified on this Certificate of Compliance conform to the requirements ofntle 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are oonsistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I WIii ensure lhat a completed signed copy of this Certificate of Compilanca shall be made available With the building permlt{s) Issued for the building, and made available to the oafo""'m'"t agoacy fo, alt appltoabla taapeotlooa. I ,adarataoo that a oompla1ad slgaad oopy of thla Cartmoata of Com pita a, la ""ii i::,,1,ded with Iha doo,maatatloo the builder provides to the building owner at occupancy. ~ Neal Alagia -I. Alagia Engineering JULY 26 2016 "'-17743 Del Paso Dr E 13829 CA -Poway, CA 92064 858-746-7414 CA Building Enorgy Elliciancy standards -2013 Nonruidarrtial Complance • • • I!,, NO SCALE DAlE INITIAL ENGINEER OF WORK ~ ~ TITLE 24 ELECTRICAL COMPLIANCE FORMS: ~ 0 d "' 0 .!l NRCC-ELC-01-E Electrical Enforec Certificate of Compliance -0 0 Agency Disaggregation ofElectrical Cirruit~ NRCC-LTI-01-E Lighting -Indoor Enforec Certificate of Compliance and Field 0 0 Agency Inspection Checklist NRCC-LTI-02-E Lighting -Indoor Enforec Certificate of Compliance -lighting 0 0 Agency Controls Credit Worksheet NRCC-LTI-03-E Lighting -Indoor Enforec Certificate of Compliance -Indoor 0 0 Agency Lighting Power Allowimce NRCC-LTI-04-E Lighting -Indoor Enforec Certificate of Compliance -Tailored 0 0 Agency Method Worksheet NRCC-LTI-05-E Lighting -Indoor Enforec Certificate of Compliance -line Voltage 0 0 Agency Trnck Lighting Worksheet NRCC-LTO-01-E Lighting -Outdoor Enforec Certificate of Compliance -Outdoor • 0 Agency Lighting NRCC-LTO-02-E Lighting -Outdoor Enforec Certificate of Compliance -Outdoor • 0 Agency Lighting Contmls NRCC-LTO-03-E Lighting -Outdoor Enforec Certificate of Compliance -Outdoor • 0 Agency Lighting Power Allowimce TITLE 24 ELECTRICAL CERTIFICATES OF INSTALLATION REQUIRED TO BE OBTAINED BY CONlRACTOR NRCI-ELC-01-E Electrical Enforec Certificate oflnstallation -Electrical 0 Agency Power Distribution NRCI-LTI-01-E Lighting -Indoor Enforec Certificate oflnstallation -Validation of 0 Agency Certificate of Compliance Enforec Certificate oflnsmllation -Energy NRCI-LTI-02-E Lighting -Indoor Agency Management C'.ontrol System or Lighting 0 Control System. NRCI-LTI-03-E Lighting -Indoor Enforee Certificate of Installation -Line-Voltage 0 Agency Trnck Lighting NRCI-LTI-04-E Lighting -Indoor Enforee Certificate oflnstallation -Two 0 Agency Tnt.erlocked Lighting Systems NRCI-LTI-05-H Lighting -Indoor HERS Certificate oflnstallation -Power 0 R,n,-Adjmrtment Factors NRCI-LTI-06-E Lighting -Indoor Enforee Certificate oflnstallation -Additional 0 Agency Videoconference Studio Lighting NRCI-LTO-01-E Lighting -Outdoor Enforee Certificate oflnstallation -Outdoor • Agency Lighting NRCI-LTO-02-E Lighting -Outdoor Enforee Certificate oflnstallation -EMCS -• Agency Lighting Contml System TITLE 24 ELECTRICAL CERTIFICATES OF ACCEPTANCE: REQUIRED TO BE OBTAINED BY CONlRACTOR NRCA-LTI-02-A Lighting -Indoor Aooopt Lighting Controls 0 Tooh NRCA-LTI-03-A Lighting -Indoor Aooopt Automatic Daylighting 0 Tooh NRCA-LTI-04-A Lighting -Indoor Aooopt Demand Responsive Lighting C'.ontrols 0 Tooh NRCA-LT0-02-A Lighting -Outdoor Aooopt Outdoor Motion Sensor and Lighting 0 Tooh Slrut-offControls INSTALLATION & ACCEPTANCE NOTES CERTIACAlES OF ACCEPTANCE (NRCA) AND AU. RELAlED ACCEPTANCE DOCUMENlS SHAU. BE COMPl£1ED BY THE INSTALUNG CONlRACTOR AND SUBMITTED TO THE AEI.D INSPECTOR DURING CONSlRUCTlON. CERTIACA TE OF OCCUPANCY 'MU. NOT BE ISSUED UNTIL THESE FORMS ARE REVIEWED AND APPROVED. INSTALLATION CERTIACAlES (NRCI) MUST BE COMPL.ElED FOR AU. BUIIDNGS BY THE PERSON 'MTH THE OVERAil. RESPONSIBILITY FOR CONSlRUCTlON OR THE PERSON(S) RESPONSIBLE FOR THE INSTALLATION OF MATERIALS. A COPY OF THE INSTALLATION CERTIACATE(S) SHAU. BE POSTED, OR MADE AVAILABLE WITH THE BUILDING PERMll(S) ISSUED FOR THE BUILDING, AND SHAU. BE MADE AVAILABLE TO THE Ov.t-lER FOR AU. APPLICABLE NSPECTIONS. I SHEET I "" z • • • • • • 0 0 0 NIA • • • • • • • 0 0 NIA • • • • "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT TITLE 24 CALCULATIONS FOR: DATE DATE I SHEETS I APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/17 DAlE DWN BY: I PROJECT NO. II DRAWING NO.I DATE INITIAL DAlE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: KEYNOTESE-2.0SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2016-09-16; 04:05pm, Drawing Title: 15014_SE2.0.DWG, User ID: Neal NJA PSNJANJAAMPHITHEATER PLANSHADE STRUCTURE WESTSHADE STRUCTURE EAST70/ / / / / / ( I I \ \ I I \ \ I ,,,;",,,, I I I I I I I , SEE 1/SE-2.0 I I I fit_:--/.._ TO PANEL '2PA' I I \ \ \ \ \ \ \ \ ' ' ' ' ' ' ' ' \ \ \ \ \ \ \ \ \ I I \ I \ \ \ \ \ \ I 2PA-15 I 1"C-2f10+1f10EG 1 \ \ I I I I I I I I SEE 2/SE-2.0 I I I I I I I I 1"C. -SPARE I \ I \ I I I ' ------( LIGHTING CONTROL SYSlEM. REFER TO DETAIL 1 SHEET SE-1.3. REFER TO BUILDING ELECTRICAL PLANS 2PA-11a 1"C-2f10+1#10EG 7 -----, \ ' I ' I -------------------ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 ----2PA-11b 1"C-2f10+1f10EG 0 ------------, , / , ____ .------·---i, \ , / I I ·1 2PA-13a (z} \ 1 "C-2#1 O+ 1 #1 OEG Ell I ~ \ I 4 \ ;------7 ' \ 1 I ·1 I I "i I \ ·1 I I ·1 I \ I I ____ J.-q~\ JWr_iL-=1-,---''--',~====U+-_[=-=== a r -----------' ' ' ' ' ' ' ' ' IL--------~ ----I I ;, I I .........._ ---I I I I ~ 0 z I CD PROVIDE CONCRETE BOLLARD WITH WEATHERPROOF GFCI OUTLETS AS INDICATED. REFER TO DETAIL 2/SE-4.0. EXISTING SDG&:E TRANSFORMER TO REMAIN. INTERCEPT EXISTING 4 INCH CONDUIT STUBED OUT FROM PAD AND EXTEND TO NEW BUILDING. EXISTING AT&:T TELEPHONE PEDESTAL TO REMAIN. INTERCEPT EXISTING 2 INCH CONDUIT STUBED OUT FROM PEDESTAL AND EXTEND TO NEW BUILDING AS SHO\\tl. ROUTE (1) 1·c.o. FROM POLE TO DATA CLOSET AT COMFORT STATION FOR FUTURE SECURITY CAMERAS. ENSURE LENGTH OF RUN IS LESS THAN 200 FT SO THAT CAT 6 CABLING CAN BE USED FOR CAMERAS. HANDHOLE FOR FUTURE ART ELEMENT LIGHTING. VERIFY LOCATION IN FIELD WITH ARCHITECT PRIOR TO INSTALLATION. PROVIDE ELECTRIC VEHICLE CHARGING STATION. REFER TO DETAIL 4/SE-4.0. 0 ® ® ROUTE THROUGH LIGHTING CONTROL SYSTEM AND THEN TO LIGHTING CONTROL PANEL REFER TO BUILDING ELECTRICAL PLANS AND DETAIL 1/SE-1.3. PROVIDE DUAL CHANNEL POLE AND PROVISIONS FOR MOUNTING A FUTURE CCTV CAMERA OR WIRELESS ACCESS POINT ON POLE. REFER TO DETAIL 1/SE-3.0. PROVIDE 1·c.o. FROM POLE TO DATA CLOSET FOR FUTURE WIRELESS ACCESS POINT TO BE MOUNTED AT LIGHTING STANDARD +10'-0". ROUTE (2) l"C INTO RECEPTACLE BOLLAIRDD 1"C-2fl0+fl0EG TO DEVICE ON 2PA-39 1"C-4#10+f10EG TO DEVICE ON 2PA-, • / ROUTE (2) l"C INTO RECEPTACLE BOLLARD. 1"C-2f10+f10EG TO DEVICE ON 2PA-33 1"C-4#10+f10EG TO DEVICE ON 2PA--, &: 1 1/4"C FOR LIGHTING CONTROL. 1 1/4"C7 MX! E TO LIGHTING CON L SYS AT FORT S TION 2 -5,7,33 1 1/4"C-6#8+1#8EG 2P 9a,9b ~ -4#B+1#8EG R POS. RAL SCALE: 1/8"=1'-0" 2PA-1 b ROUTE DOWN INSI PREF AIBRICA TED ORDINATE WI CO ACTOR. &: 1 1/4"C FOR LIGHTING CON,:,.u-,,~ ~-:,-"'-1 1 4"C-DMX CABLE TO UGH NG CONTROL SYS AT COMFORT STATION 2PA-37,39 1 1/4"C +1#BEG 2 -9a,9b 1 "C-4f8+1#BEG 0 . NO SCALE: 1/8"=1'-0" SCALE: 1/8"=1'-0" ALL LIGHTING SHAILL BE DESIGNED "AS BUil T" AND INSTALLED TO REDUCE LIGHT SPILLAGE AND SHALL BE ORIENTED TOWARDS THE ACTIVE USE AREAS TO MINIMIZE GLARE P.E. EXP. DATE TO SURROUNDING USES AND TO SHIELD SENSITIVE RESOURCES. REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS&: RECREATION DEPARTMENT ELECTRICAL SITE PLAN FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/17 DATE OWN BY: I PROJECT NO. II DRAWING NO.I DAlE INITIAL DAlE INITIAL DAlE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: 0.40.40.40.70.70.60.60.50.50.50.80.80.90.90.90.80.80.70.60.60.60.60.70.70.81.01.01.11.11.11.00.90.80.80.80.80.70.60.40.40.50.70.70.91.01.21.31.41.41.41.31.11.01.00.90.90.90.70.20.30.30.40.50.60.70.91.01.31.41.61.71.71.71.51.31.11.11.11.01.00.80.70.00.10.10.20.30.40.40.50.70.81.01.21.51.61.81.92.01.91.71.51.21.21.21.11.01.00.90.80.00.00.10.10.10.10.10.30.40.50.50.60.70.81.01.31.61.92.02.02.01.91.81.61.41.31.31.21.11.21.11.01.00.00.00.00.00.10.10.10.10.20.20.40.50.60.60.70.80.91.11.41.61.92.02.12.12.01.91.71.51.41.31.31.21.21.31.31.31.20.00.00.00.00.00.00.00.00.10.10.20.20.30.30.40.50.70.80.91.01.11.21.41.71.92.12.12.02.01.91.71.61.51.41.31.31.31.41.61.61.51.50.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.30.40.40.60.70.91.01.11.31.41.51.81.92.12.22.01.91.81.71.51.51.41.41.41.41.61.71.81.81.70.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.30.40.40.50.60.70.91.11.21.41.41.51.71.92.02.01.91.81.61.51.41.41.41.41.41.51.71.92.02.01.91.80.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.30.40.40.50.50.70.81.01.21.31.41.41.51.51.61.81.81.71.61.41.41.31.31.31.31.41.61.82.02.02.12.02.01.90.00.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.40.50.60.70.80.91.01.21.41.41.51.51.51.51.51.51.41.41.41.31.21.21.21.21.41.61.82.02.12.12.12.01.81.60.00.00.00.00.00.00.00.00.00.00.10.10.20.30.40.40.50.60.70.80.91.01.21.31.51.51.51.51.51.51.41.31.31.31.31.21.11.11.11.21.31.51.81.92.02.02.01.91.81.51.20.00.00.00.00.00.00.00.00.10.10.10.10.20.30.40.50.50.60.80.91.11.21.41.51.61.61.61.51.51.41.41.21.21.21.21.11.01.01.11.11.21.31.51.71.81.81.91.91.61.41.11.00.00.00.00.00.00.00.10.10.10.10.10.10.20.40.50.60.60.70.81.01.21.51.61.81.81.91.81.61.51.41.31.21.11.11.11.10.90.90.90.91.01.11.21.41.51.61.71.61.51.31.10.90.80.00.00.00.00.10.10.10.10.10.10.10.20.30.50.60.70.70.80.91.11.41.71.92.02.02.12.01.81.51.31.21.11.01.01.00.90.80.70.70.80.80.91.01.11.21.31.41.41.31.11.00.90.80.00.00.10.10.10.10.10.10.10.10.20.20.51.01.10.90.90.91.01.31.51.82.02.12.12.22.11.81.51.31.21.01.00.90.80.70.60.50.50.60.70.70.80.91.01.11.11.21.21.11.01.00.90.90.00.10.10.10.10.10.10.10.10.10.20.30.82.63.01.31.01.01.11.31.61.82.02.12.12.12.01.81.51.21.10.90.80.70.60.50.40.40.50.50.60.60.70.80.80.91.01.11.11.11.01.00.90.90.80.10.10.10.10.10.10.10.20.20.20.40.82.43.11.31.01.01.11.41.61.92.02.12.12.01.91.61.41.21.00.90.70.60.40.30.30.30.40.40.50.50.60.70.70.80.91.01.01.01.00.91.00.90.80.70.10.10.10.10.20.20.20.20.20.30.40.61.11.31.11.01.01.11.31.61.92.02.02.02.01.81.51.21.00.90.70.60.50.40.20.20.20.30.30.40.40.60.60.70.80.80.90.90.90.91.01.01.00.90.90.80.10.10.20.20.20.20.20.20.30.30.40.60.91.31.41.21.11.11.31.61.71.81.81.81.81.71.41.10.90.80.60.50.40.30.10.10.10.20.20.20.30.40.50.60.70.80.80.80.91.01.11.11.01.01.00.90.80.20.20.20.20.20.20.30.30.30.40.50.71.12.73.31.61.11.11.21.31.51.61.61.61.51.41.21.00.80.70.60.50.40.20.10.10.10.10.10.10.20.20.30.50.60.70.80.91.01.01.11.11.11.11.11.01.00.20.20.30.30.30.30.30.30.40.40.50.71.12.63.41.61.11.11.11.11.21.31.31.31.21.11.00.90.70.60.50.40.30.20.10.10.00.00.00.10.10.10.20.40.50.70.70.91.01.11.21.21.31.41.41.31.21.10.30.30.30.30.40.40.40.40.50.60.71.01.31.51.31.11.01.01.01.01.11.11.11.00.90.80.80.70.50.50.40.30.20.10.00.00.00.00.00.00.10.10.30.50.60.70.80.91.11.21.51.61.61.61.61.51.41.10.40.40.40.40.40.40.50.50.60.60.70.91.21.51.61.21.00.91.01.01.01.00.90.90.80.70.70.60.50.40.40.30.20.10.00.00.00.00.00.00.10.10.20.40.50.60.80.91.01.31.61.81.81.81.81.81.51.31.00.40.50.50.50.50.50.60.60.70.70.80.91.32.83.21.81.10.90.90.80.80.80.80.70.70.60.50.50.50.40.30.30.20.10.00.00.00.00.00.00.00.10.20.40.50.60.70.91.01.41.71.92.02.02.01.91.61.41.00.80.50.60.60.60.60.60.70.70.80.80.91.01.32.33.41.71.00.90.80.80.80.70.70.60.60.50.50.50.40.40.30.20.10.10.10.00.00.00.00.00.10.10.20.40.60.60.80.91.11.41.61.92.02.12.01.81.71.41.10.90.70.70.70.70.80.80.80.80.90.91.01.01.11.31.51.51.31.00.80.70.70.60.60.60.60.50.50.40.40.40.40.30.20.20.10.10.10.00.00.00.00.00.10.20.30.50.60.70.81.01.41.71.92.02.02.01.81.61.41.00.90.70.80.90.91.01.01.01.01.11.11.21.21.21.31.31.51.41.10.80.60.50.50.40.40.40.40.40.40.40.40.40.40.30.30.20.20.10.10.10.00.00.10.10.20.40.50.60.70.81.01.31.61.92.01.92.01.81.61.31.00.80.70.51.11.11.21.31.41.31.31.31.31.41.41.41.52.53.41.60.80.60.40.40.30.30.30.30.30.40.40.40.40.40.40.40.30.30.20.10.10.10.10.10.10.20.30.50.60.70.81.01.21.61.71.81.81.71.61.51.20.90.70.60.51.41.51.51.61.71.61.61.61.51.51.51.51.62.63.71.70.80.60.40.30.30.20.20.30.30.40.40.40.40.40.40.40.40.40.30.30.20.10.10.10.10.20.30.40.50.70.81.01.21.41.61.61.61.51.41.21.00.80.70.60.50.41.71.81.92.02.02.02.01.91.81.71.61.51.51.61.71.30.90.60.40.30.30.20.20.30.30.40.40.50.50.50.50.50.50.50.50.40.40.30.20.20.20.30.40.50.60.70.91.01.11.31.31.41.31.31.21.00.90.70.60.50.40.41.92.02.22.32.22.42.52.42.22.11.71.51.41.41.71.71.10.70.50.40.30.30.30.30.40.50.50.50.50.60.60.60.60.60.50.50.50.40.30.30.30.30.40.50.60.70.91.01.11.21.21.21.21.11.00.90.80.70.60.40.40.30.32.02.32.52.72.82.82.93.02.72.42.01.71.41.52.62.01.80.80.50.40.30.30.30.40.50.50.60.60.70.70.70.80.70.70.70.60.50.50.50.40.40.40.50.60.70.80.91.01.01.11.21.21.21.11.00.80.70.60.50.40.30.30.32.22.83.23.43.43.43.43.43.22.92.41.91.51.31.92.91.40.80.60.40.30.30.30.50.60.60.60.70.80.80.90.90.90.80.80.70.70.60.50.50.50.60.70.80.80.90.90.91.01.11.11.11.11.00.90.80.60.50.40.40.30.30.23.23.74.04.04.04.14.03.73.22.62.01.51.31.21.31.10.80.60.40.40.30.40.60.70.70.80.80.91.01.11.11.11.01.00.80.80.70.60.60.60.70.80.90.90.91.01.01.11.11.21.11.11.11.00.80.60.50.40.30.30.20.23.74.44.95.14.94.94.74.23.52.72.11.51.21.11.11.10.90.60.50.40.40.50.60.70.80.90.91.11.31.51.51.41.31.11.00.90.80.80.70.70.80.91.00.91.01.01.11.11.11.11.11.11.00.90.80.70.50.40.30.20.20.13.84.95.76.15.95.65.24.53.62.82.11.51.11.01.31.81.30.70.50.40.50.60.70.70.81.01.11.31.51.71.81.71.61.41.21.11.00.90.90.90.90.90.91.01.01.01.11.21.21.11.11.00.90.80.80.70.50.40.20.20.10.13.74.85.86.56.56.35.74.83.72.82.01.51.21.12.01.02.20.80.60.50.50.60.70.70.91.01.21.41.61.82.01.91.81.71.51.31.21.11.00.90.91.01.01.01.01.11.21.31.31.21.11.00.90.80.70.60.50.40.20.10.10.13.44.65.76.76.96.86.15.23.92.82.01.51.11.11.52.41.40.70.60.50.60.60.70.80.91.01.31.51.81.92.02.02.01.91.71.51.31.11.11.01.01.11.11.11.11.31.51.61.61.51.21.10.90.80.70.60.50.40.20.20.10.03.24.45.76.77.06.86.15.13.92.92.01.41.11.01.00.90.80.60.60.60.60.60.70.80.91.11.41.61.92.02.02.02.01.91.71.51.31.21.11.01.11.11.21.21.41.51.71.81.81.61.51.21.00.80.70.60.50.40.30.24.25.46.56.96.86.25.24.03.02.11.51.10.90.80.70.60.50.50.60.60.60.70.80.91.01.41.61.81.92.02.01.91.81.61.51.31.21.11.11.11.21.21.41.61.71.82.01.91.81.61.41.10.90.80.60.50.40.34.25.66.67.17.06.45.44.23.12.21.61.20.90.80.70.60.60.60.60.60.60.60.80.81.01.21.51.61.81.82.01.91.71.51.41.31.21.11.11.21.21.21.51.71.92.02.02.01.91.71.51.20.90.80.60.54.15.36.36.86.76.15.14.03.12.21.61.20.90.70.70.70.60.60.60.60.60.60.70.80.91.01.31.41.61.71.71.71.51.31.21.21.21.11.11.11.11.21.51.71.92.02.02.02.01.81.51.20.90.80.64.05.16.16.56.25.64.94.03.12.31.71.20.90.80.80.70.60.60.60.60.60.60.70.70.80.91.01.21.31.41.51.41.31.11.11.11.11.01.01.01.01.11.31.61.81.92.01.91.81.61.41.10.93.95.05.86.05.75.24.73.93.12.41.81.31.00.90.80.70.60.60.60.60.60.60.60.70.70.80.91.01.01.11.11.11.01.00.91.00.91.00.90.90.91.01.21.41.61.81.91.81.71.51.31.03.64.44.84.94.74.64.23.73.02.41.81.41.00.80.80.70.60.50.50.60.60.60.60.60.70.70.80.80.80.90.90.90.80.80.80.80.80.90.90.80.80.91.11.21.41.61.61.51.41.33.74.14.03.93.93.63.42.92.31.81.41.10.90.80.60.50.50.50.60.80.90.80.70.60.60.70.70.70.70.70.70.70.70.60.60.70.70.70.70.70.90.91.01.21.31.41.31.23.13.43.53.43.33.33.02.52.11.71.41.21.00.80.60.50.40.40.61.42.61.30.70.60.60.60.60.60.60.60.60.60.50.50.50.50.60.60.60.60.70.80.90.91.01.02.52.72.72.82.82.82.52.31.91.71.51.41.20.90.60.50.40.40.61.61.91.40.60.50.50.50.50.50.50.50.40.40.40.40.40.40.40.40.50.60.60.70.70.80.82.32.32.32.32.32.32.11.91.91.81.71.51.20.90.70.50.40.30.40.71.10.70.40.30.30.40.40.40.40.40.40.40.40.30.30.30.20.30.40.50.50.50.62.02.02.02.02.01.91.81.81.91.91.91.71.41.00.60.50.40.30.30.30.40.30.20.20.20.20.30.30.30.30.30.30.30.30.20.20.10.20.20.40.40.41.71.71.81.71.71.61.61.71.91.91.91.81.40.90.70.40.30.30.20.20.20.20.10.10.10.10.20.20.30.30.30.30.20.20.20.10.10.10.20.31.31.41.41.41.41.41.51.71.91.92.01.61.00.70.40.30.20.20.20.20.10.10.10.10.10.10.10.10.20.20.20.20.10.10.10.00.10.11.11.11.21.21.21.21.31.41.61.61.81.71.30.70.30.30.20.20.10.10.10.10.10.10.10.00.10.10.10.10.10.10.10.10.00.00.90.91.01.01.11.11.21.21.41.61.92.01.50.50.30.20.20.20.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.70.80.80.91.01.11.21.21.31.92.22.41.60.40.30.20.20.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.60.70.70.80.91.01.11.11.41.92.63.01.60.40.30.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.60.60.70.80.90.91.01.01.32.03.13.61.50.40.30.20.10.10.10.10.10.10.00.00.00.00.00.00.00.00.60.60.70.91.01.01.11.42.13.23.51.10.40.20.20.10.10.10.10.10.00.00.00.00.00.00.00.00.50.60.70.80.90.91.11.62.12.82.60.60.40.20.10.10.10.10.10.10.00.00.00.00.00.00.50.60.60.80.91.01.11.41.92.31.60.30.30.20.10.10.10.10.10.00.00.00.00.00.50.50.60.81.01.11.21.31.81.60.90.30.20.10.10.10.10.10.10.00.00.00.00.40.50.60.81.11.31.51.51.41.30.60.20.20.10.10.10.10.10.00.00.00.40.50.60.81.01.31.51.31.10.80.50.10.10.10.10.10.00.00.00.50.60.70.91.11.21.10.80.60.30.10.10.10.10.00.00.40.50.60.81.01.00.90.70.40.20.10.10.10.10.00.40.40.60.70.90.90.80.60.30.10.10.10.00.30.50.60.70.80.90.70.50.20.10.10.30.40.60.60.80.80.70.50.20.30.40.50.70.80.80.80.50.40.50.70.80.90.40.60.70.40.6SE-2.1SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2016-09-16; 04:07pm, Drawing Title: 15014_SE2.1.DWG, User ID: Neal NJA PSNJANJASITE PHOTOMETRIC CALCULATIONS71( I I \ \ I I • • • • • • • • • • • • • • • • • • • • • \ • \ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .I .l • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t • • • • • • • • • • • • • • • • • • • • • • • • • • I • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 138 Exp. 6-30-18 <? rem 1 <;,'0-_,,; ~/,~~-"=~~R-"' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ·• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • + • • • + • ----. . ~ ---.----. . • ---. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • --------SCALE: 1/8"=1'-0" ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -------• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . •, ' ' ' \'.'' ___ ..!---"'~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -----• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I+ I •• I • • • • • • • • • • • • • • • • • • • • +\ • ·1 • I • I + 0\. • • • • • • • • • • Typical Sidewalk Section llluminance {Fe) Average -2.06 2.80 1.40 Maximum -Minimum -Avg/Min Max/Min Ratio Ratio -40 No. Points -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1.47 2.00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • :\·: • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I I • • • • • • • • • • I, • • • • • • • • • • • • • • • • • • • • • • ---• • I I • • ....__ • • I I ~ 0 z I DAlE INITIAL DAlE INITIAL DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT PHOTOMETRIC SITE PLAN FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PEE1909 EXP. 9/30/17 DAlE DWN BY: I PROJECT NO. II DRAWING NO.I CHKD BY: RVWD BY: SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2016-09-16; 04:09pm, Drawing Title: 15014_SE3.dwg, User ID: Neal NJA PSNJANJAELECTRICAL TRENCH DETAILEXPOSED CONDUIT STUB UP APPLICATIONSNOTESBELOW GRADE CONDUIT INSTALLATIONHANDHOLE DETAILNOTESSE-3.0NOTES725'-0" MIN □ 12·.--~ 3" CLR \_ LIGHTING FIXlURE, SEE FIXlURE SCHEDULE. ROUND NON-TAPERED POLE, SEE FIXlURE SCHEDULE 1 iJ8 STRANDED BARE GROUND WIRE TO LIGHTING FIXlURE. CRIMP 1-1/2" CLR _I z 2 G) © ® ® 0 POLE -CURVED DECORATIVE, ALUMINUM TAPERED, COLOR SHALL MATCH lHAT OF lHE LUMINAIRE. FINISH SHALL HAVE MINIMUM 2000 HOUR SALT SPRAY RA TING. PROVIDE UNDERCOAT OPTION. POLE BUTT BASE OF CAST ALUMINUM PLATE, FINISHED SAME AS POLE, WllH SPUN ALUMINUM BASE COVER FINISHED SAME AS POLE. POURED IN PLACE ROUND CONCRETE SUPPORT BASE. -JOOO PSI MINIMUM. REINFORCED BASKET, FABRICATED FROM RE-BAR, (6) 1J5 VERTICAL AND #J TIES AT 12" O.C. J#J TIES WllHIN TOP 6" OF BASE STRUClURE J/4" 45" CHAMFER ALL AROUND, FOLLOWING INSTALLATION AND LEVELING OF POLE/LUMINAIRE ASSEMBLY, GROUT-IN ALL AROUND BETWEEN BOTTOM OF POLE BASE AND TOP OF CONCRETE BASE. PROVIDE WEEP HOLE lHROUGH GROUT. @ SlUB SERVICE CONDUIT UP INTO POLE BASE WIRING CAVITY AND BUSH. ® PROVIDE SUPPORT AND LEVELING NUTS AT TOP AND BOTTOM OF POLE BASE PLATE. 1WO NUTS PER ANCHOR BOLT. BOLT SPACING PER MOUNTING PLATE. CONTRACTOR TO VERIFY BOLT PATTERN PRIOR TO ROUGH-IN OF CAGE WllH WllH MANUFAClURER OF POLE. @) CONCRETE PAVING PER LANDSCAPING PLANS. @ TYPICAL EXTERIOR BRANCH CIRCUIT CONDUIT AND WIRING TO HANDHOLE AS SHOWN ON SITE PLAN. COIL #4 UFER GROUND IN FOOTING ATTACHING TO EACH REBAR TIE AND VERTICAL BAR. BOND TO GROUND LUG AT POLE. COVERPLATE AND MOUNTING FOR FUlURE CCTV SECURITY CAMERA OR WIRELESS ACCESS POINT FOR FIXlURE TYPE 'L1' AS INDICATED ON SITE PLAN MOUNTED AT 1 o· -o· AFF. =L=IG=H=T====F=IX=T=U=R=E====' L=1=' =&=' L=1=A='=D=E=T=A=l=L====t::;sE--:\-::1.o * NO SCALE * INDICATES STRUClURAL ENGINEER REVIEW AND APPROVAL ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 MAY BE SCHEDULE 40 PVC CONCRETE SLAB COMPACTED SUB GRADE .,,... PVC SCHEDULE 80 ELBOWS PROVIDE lHREADED CONDUIT PLUG IN ALL SPARE CONDUITS. NO SCALE 24" MIN. 12" _L " lHREADED COUPLING SET FLUSH WllH FINISHED FLOOR " ,! <]" ,1 ' " " ' ' ' " " , " ' ·" " " " 124" (MAX) FINAL FINISHED GRADE CONTINUOUS PLASTIC WARNING TAPE WITH ALUMINUM TRACER CENTERED IN TRENCH BACKFILL COMPACTED TO 90% MINIMUM, EXCEPT TOP 12" COMPACTED TO 95,r; MINIMUM PER ASlM 1557 DUCTS PER SITE PLAN fll'bMUM COVER OF 24") L_ MIN 2" COVER I-ALL SIDES OF EACH DUCT (TYPICAL) ALL UNDERGROUND DUCTS SHALL BE PVC SCHEDULE 40 WITH PVC SCHEDULE BO ELBOWS. 18" G) REINFORCED PRECAST GRADE MOUNTED JUNCTION BOX. PROVIDE WllH OPEN BOTTOM. CAST IRON COVER SHALL INSTALL FLUSH IN TOP OF GRADE JUNCTION BOX. FURNISH TOP OF COVER WllH CHECKERED SURFACE, LIFTING SLOTS AND PENTA-HEAD STAINLESS STEEL BOLTS. BOND #6 AWG STRANDED COPPER EQUIPMENT GROUND TO METALLIC COVER BY MEANS OF GROUND LUG BOLTED TO COVER. PROVIDE 5' -o• SLACK WIRE TO ALLOW REMOVAL OF COVER. NO SCALE 11. 75" 22.25" "AS BUil T" NO SCALE P.E. ---EXP.----DATE REVIEWED BY: INSPECTOR DATE l---+--+-----------+------1----t----t---. I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ;:E:=LE:=C=TRI::::::.C,'.::AL=:==D:::::E=T:::::A:::::U:::::S::::::::FO:::::R::::::=======:::::...:===; APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 JO 17 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. II DRAWING NO.I SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2016-09-16; 04:09pm, Drawing Title: 15014_SE4.dwg, User ID: Neal NJA PSNJANJAEV CHARGING STATION DETAILBOLLARD LIGHTING DETAILSE-4.073RECEPTACLE BOLLARD DETAILISOMETRIC VIEWSTRUCTURAL DETAIL SECTION A-ACHARGE POINT CT4021 ELECTRIC VEHICLE BOLLARD CHARGING STATION. EV CHARGING ONLY SIGN. LCD DAYLIGHT READABLE GRAPHICS DISPLAY. DUAL PORT WITH 18 FT CHARGING CABLES. DECORATIVE CONCRETE PAVERS TO BE INSTALLED ONCE FOOTING, ANCHOR BOLTS AND BASE PLATE ARE INSTALLED. COORDINATE WITH GENERAL CONTRACTOR. 24" NO SCALE <1 7 6 .. r 5/8" X 8.5" WEDGE ANCHORS. FOUR TOTAL, ONE AT EACH CORNER. INSTALL PER MANUFACTURERS RECOMMENDATIONS. BASE PLATE. (3) #3 TIES ONE 3 INCHES FROM TOP AND ONE 3 INCHES FROM BOTTOM. CONNECT WITH 4 VERTICAL #5 REBARS AT EACH CORNER. ------~-STAINLESS STEEL COMPRESSION CAP ~-WHITE-FROSTED ACRYLIC LENS LINEAR LED LAMPS ( 4X) DECORATIVE CONCRETE PAVERS TO BE INSTALLED ONCE FOOTING, ANCHOR BOLTS AND BASE PLATE ARE INSTALLED. COORDINATE WITH GENERAL CONTRACTOR. 45" 30" 3" CLR 24" 1.L----LAMP HOLDER AND WIRING CHANNEL ASSEMBLY IF!~----BALLAST MOUNTING PLATE LIi-----LED DRIVER 1-----STAINLESS STEEL COLUMN 1/2" THICK STAINLESS STEEL BASE PLATE WITH COVER BRANCH CIRCUITING AS =::::::::::::::::::::::=================::::l-(u_3---f SHOWN ON SITE PLAN. NO SCALE ~* * INDICATES STRUCTURAL ENGINEER REVIEW AND APPROVAL ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 BELOW GRADE 22" I <1 <l 4 cl <1 " <1 18 NOTE: COORDINATE CONCRETE POUR AND PEDESTAL LOCATION WITH SHADE STRUCTURE FOOTING. OBTAIN WRITTEN AUTHORIZATION FROM CITY ENGINEER BEFORE INSTALLATIONS. NO SCALE <1 cl <1 " cl " " <1 " " " <1 \\£A THERPROOF CAST ALUMINUM WITH SELF CLOSING DOOR COLE TL310-1-C, KEY ALL COVERS ALIKE. PROVIDE DEVICES AS SHOWN ON SITE PLAN AND INCLUDE DEVICES AND BOX ON BOTH SIDES OF BOLLARD WI-IERE SHOWN. 12"X12" SQUARE CONCRETE BOLLARD 24"X24" SQUARE FOOTING. REFER TO STRUCTURAL DETAIL r 22" A 7 I I I J ' I I I L A ( 3) #4 EACH WAY. .8=.A I 2'-o" _L.______________ ~2'-0"~ 12"X12" SQUARE CONCRETE BOLLARD ELECTRICAL BOX. REFER TO SITE PLAN FOR NUMBER OF OUTLETS ON EITHER ONE SIDE OR BOTH SIDES OF BOLLARD. (TYPICAL) 6" 12" (2)#4 WITH #J TIES AT 12" O.C. HOOK #4 BARS INTO FOOTING "AS BUil T" P.E. ---EXP.----DATE REVIEWED BY: INSPECTOR DATE t------i--+----------+------t--+---l------11 SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ;:;,E=LE=c:::TRI~C,'.::AL=:==D:::E:::T:::A::::U:::S::=FO::::R::::::::::::::::::::::::::=:::::::::::::::::::::::::::~==~ APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL OWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. II DRAWING NO.I SDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,11Plot Date: 2016-09-16; 04:10pm, Drawing Title: 15014_SE5.dwg, User ID: Neal NJA PSNJANJASE-5.074FIXTURE TYPE L3 MOUNTING DETAILFIXTURE TYPE L1 INSTALLATION DETAILFIXTURE 'L3' DETAIL3JO" l l. ·• 0.20"-1.38" .• , SCALE:NONE Ceiling cut hole 04.17" .... 1--4. 72'~ UNl-80501 ,~ 0.98"1~ ~ 3 74" -~ Option (RT -4.1) Rough in ceiling tray for 4.17" ALAGIA ENGINEERING 17743 DEL PASO DR. (858}-746-7414 nalagia@san.rr.com AEI#15013 Driver detail NO SCALE SLOPE CONCRElE AWAY FROM FlXTIJRE REINFORaNG RODS TO PREVENT CRACKING FROM Fl XTIJRE HEAT EXPANSION PLAN NO SCALE , . . FlXTIJRE TYPE 'L3' COORDINA 1E INSTALLATION Will-I 11-IE INSTALLATION Of 11-IE FOOTING FOR 11-IE CANOPY STRUCTIJRE. LOCAlE 24 INCHES FROM EDGE OF POLE TO EDGE OF FIXTIJRE. SHOWN ON SllE PLAN. ,--I/ BRANCH CIRCUITING AS I \___ 1 • C. FEMALE ADAPlER '------STRAIGHT FITTING '------LIQUIDTIGHT CONDUIT DIRECT BURIAL LIGHT FIXTIJRE. PRO\IIDE DRAINAGE HOLE AND ROCK FILL BELOW FIXTURE PER MANUFACTIJRER. SECTION "AS BUil T" P.E. ___ EXP. ----DATE REVIEWED BY: INSPECTOR DATE SHEET CITY OF CARLSBAD I SHEETS I l---+----+---------------1-11-l--1-7 PARKS & RECREATION DEPARTMENT 1---1-----+------------t--t------r---r-----i :=:::=:::::~~~~========, ELECTRICAL DETAlli'l FOR: APPROVED BY: JOHN EDWARD MAASHOFF 1-1--__ -_ -_ -J-J---_ -_ --+ -+_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -t t_ -_ --_ 11-_ -_ -_ -_ 11-_ -_ -_ -_ 11-_ -_ -_ 77 !;;P:;UB~L~IC-;;,WOR~K~S~M~AN~A~GE~R:::::P~E~19~09~EX~P-~9~30===:17=j"j=;~iiiD~A~lE~ OWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ _ RVWD BY: DA 1E INITIAL ENGINEER OF WORK DA 1E INITIAL REVISION DESCRIPTION DA 1E INITIAL OlHER APPROVAL CITY APPROVAL TURF LAWN181715208162923191A1C2E15201215202015ELECTRICVEHICLE ONLYELECTRICVEHICLELIMIT OF WORKLIMIT OF WORKLIMIT OF WORK 983311342728363430263214302C2E381C2C10256211B242F22136352B2D2A2A1971,2/LC-2.01,2/LC-2.01,2/LC-2.01,2/LC-2.01,2/LC-2.01,2/LC-2.06/LC-2.03/LC-2.03/LC-2.01/LC-2.28/LC-2.01,2/LC-2.19/LC-2.26/LC-2.26/LC-2.27/LC-2.24/LC-2.26/LC-2.13/LC-2.15/LC-2.28/LC-2.22/LC-2.4-5/LC-2.01/LC-2.41/LC-2.3--4/LC-2.0SYMBOLDESCRIPTIONDETAIL 4" INTEGRAL COLOR PEDESTRIAN CONCRETE PAVING. COLOR: `OMAHA TAN` BY DAVIS COLORS OR APPROVED EQUAL. MEDIUMBROOM FINISH. 8-1/2" INTEGRAL COLOR VEHICULAR CONCRETE PAVING. COLOR: `OMAHA TAN` BY DAVIS COLORS OR APPROVED EQUAL.MEDIUM BROOM FINISH. 4" NATURAL GREY PEDESTRIAN CONCRETE PAVING,MEDIUM BROOM FINISH. 4" PERVIOUS NATURAL GREY PEDESTRIAN CONCRETE. 4" PERVIOUS INTEGRAL COLOR PEDESTRIAN CONCRETE. COLOR: `SEQUOIA SAND` BY DAVIS COLORS OR APPROVED EQUAL. 4" PERVIOUS INTEGRAL COLOR PEDESTRIAL CONCRETE. COLOR: `OMAHA TAN` BY DAVIS COLORS OR APPROVED EQUAL. 6" PERVIOUS INTEGRAL COLOR VEHICULAR CONCRETE. COLOR: `SEQUOIA SAND` BY DAVIS COLORS OR APPROVED EQUAL. 6" PERVIOUS INTEGRAL COLOR VEHICULAR CONCRETE. COLOR: `OMAHA TAN` BY DAVIS COLORS OR APPROVED EQUAL. 6" PERVIOUS NATURAL GREY VEHICULAR CONCRETE. 12" SQUARE, 2-3/4" THICK, ADA DETECTABLE WARNING PAVER. MODEL: ADA-3 BY WAUSAU TILE. PH: (800) 388-8728. COLOR:LIGHT TAN A-10. 6" PERMEABLE CONCRETE PAVING (PARKING). CONTROL JOINT. EXPANSION JOINT. 4" ORGANIC STABILZIED DECOMPOSED GRANITE. COLOR: SOUTH FACE BY DECORATIVE STONE SOLUTIONS OR APPROVED EQUAL.PH: (800) 699-1878. STABILIZER: K-BINDER ORGANIC BINDER BYKRC ROCK OR APPROVED EQUAL. PH: (800) 572-7625. 6" X 6" WIDE CONCRETE MOW CURB AT TREE WELL. COLOR: `OMAHA TAN` BY DAVIS COLORS OR APPROVED EQUAL. PEELER POLE SPLIT RAIL FENCE. 8` ADA PICNIC TABLE. MODEL: Q-LMR-102PT-ADA BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH: (951) 737-6240.COLOR: C3-LATTE. FINISH: T-1 (TABLETOP), T-2 (VERTICAL). STAINLESS STEEL DRINKING FOUNTAIN WITH BOTTLE FILLER. MODEL: 10145 SMSS BY MOST DEPENDABLE FOUNTAINS ORAPPROVED EQUAL. PH: (901) 867-0039. 6` PICNIC TABLE, MODEL: Q-LMR-96PT BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH: (951) 737-6240. COLOR:C3-LATTE. FINISH: T-1 (TABLETOP), T-2 (VERTICAL). 42" DIA. ROUND PICNIC TABLE. MODEL: Q-OPEN42T BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH: (951) 737-6240.COLOR: C3-LATTE. FINISH: T-1 (TABLETOP), T-2 (POST). 42" DIA. ROUND ADA PICNIC TABLE. MODEL: Q-OPEN42T-(3) BENCH BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH:(951) 737-6240. COLOR: C3-LATTE. FINISH: T-1.(TABLETOP), T-2(POST). PRECAST CONCRETE PREP TABLE. MODEL: QC-BBQ-PREP BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH: (951)737-6240. COLOR: C3-LATTE. FINISH: T-1 (TABLETOP), T-2 (POST). 6` BACKLESS BENCH. MODEL: Q2-FLEX72B BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH: (951) 737-6240. COLOR:C3-LATTE. FINISH: T-2. TRASH RECEPTACLE. MODEL: QR-CAL2832W-A24 WITH BROWN ARCH LID BY QUICK CRETE PRODUCTS OR APPROVED EQUAL.PH: (951) 737-6240. COLOR: C3-LATTE. FINISH: T-2. RECYCLING RECEPTACLE WITH STANDARD RECYCLING LOGO PER MANUFACTURER. MODEL: QS-CAL2550SDW WITH MODIFIEDLID `K` BY QUICK CRETE PRODUCTS OR APPROVED EQUAL. PH:(951) 737-6240. COLOR: C3-LATTE. FINISH: T-2. 16` X 16` CUSTOM SHADE STRUCTURE BY SEPARATE PERMIT. MODEL # MP17X19TS. FASCIA AND ROOF COLOR: TERRA COTTA.SUPPORT POST COLOR: SURREY BEIGE. AVAILABLE THROUGHICON STRUCTURES OR APPROVED EQUAL. PH: (800) 748-0985. BARBEQUE GRILL WITH BUILT-IN HOT ASH. MODEL: 300A BY OUTDOOR CREATIONS OR APPROVED EQUAL. PH: (530) 337-6774.COLOR AND FINISH TO MATCH C-3 LATTE, T-2 BY QUICK CRETEPRODUCTS. CUSTOM SIGNATURE SHADE STRUCTURE BY SEPARATE PERMIT. MODEL: CON-SEP-055-15-G. SAFRSHADE FABRIC COLOR: BEIGE.POST AND FRAME COLOR: BROWN. AVAILABLE THROUGH USASHADE OR APPROVED EQUAL. CONTACT PATTI ABRECHT. PH:(949) 466-4592. COORDINATE CUSTOM LIGHT FIXTURES SITE LIGHTING PER ELECTRICAL PLANS. BUILDING WITH SHADE CANOPY PER ARCHITECTURAL PLANS. FIREPLACE HEARTH AND BENCHES PER ARCHITECTURAL PLANS. PROPOSED ART NODE BY ARTIST. FOUNDATION TO BE CONSTRUCTED BY CONTRACTOR. CONTRACTOR TOCOORDINATE WITH ARTIST PRIOR TO INSTALLATION.1A1B1C2A2B2C2D2E2F3456789101112131415161718192021222324251,2/LC-2.01,2/LC-2.01,2/LC-2.0PAPLANTING AREA3/LC-2.22/LC-2.23/LC-2.41/LC-2.1---5/LC-2.1-- STAINLESS STEEL REMOVABLE BOLLARD, SURFACE MOUNT WITH REMOVABLE BASE. MODEL: LBLCO-604-N BY FORMS ANDSURFACES OR APPROVED EQUAL. PH: (800) 451-0410. STAINLESS STEEL FIXED BOLLARD WITH EMBEDED SECURITY CORE. MODEL: LBLCO-604-N BY FORMS AND SURFACES ORAPPROVED EQUAL. PH: (800) 451-0410. STAINLESS STEEL FIXED ILLUMINATED BOLLARD WITH EMBEDED SECURITY CORE PER SITE ELECTRICAL PLANS. MODEL:LBLCO-604 BY FORMS AND SURFACES OR APPROVED EQUAL. PH:(800) 451-0410. EXISTING TRANSFORMER TO REMAIN - PROTECT IN PLACE. REINSTALL ADA PARKING SIGNAGE SALVAGED FROM DEMOLITION. ORION BIKE RACK, 4 BIKE, MODEL: ORN-2-IG-P, IN-GROUND MOUNT. AVAILABLE THROUGH MADRAX OR APPROVED EQUAL.PHONE: (608) 849-1080. COLOR: STAINLESS STEEL. ELECTRIC VEHICLE CHARGING STATION PER ELECTRICAL PLANS. EXISTING FIRE PROTECTION BACKFLOW - PROTECT IN PLACE. LEACH LINE FOR DRINKING FOUNTAIN. POUR-IN-PLACE CONCRETE TABLE AND BENCHES PER ARCHITECTURAL PLANS WHEEL STOPS PER CIVIL PLANS CUSTOM RULES AND REGULATION SIGN. SEE DETAIL FOR DESIGN. AVAILABLE THROUGH SIGN STUDIO OR APPROVEDEQUAL. PH: (858) 569-7446. CONTRACTOR TO SUBMIT SHOPDRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. CONCRETE STEP OUT AT PARKING262728293031323334353637384/LC-2.17/LC-2.0-SYMBOLDESCRIPTIONDETAILSDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2016-09-14; 02:20pm, Drawing Title: 15-406 S-CON.dwg, User ID: lchiccone LC, JFMMJTB, JJLC-1.075BEGINNING OF FENCE ATEXISTING CHAINLINK FENCE POST.BEGINNING OF FENCE ATEXISTING CHAINLINK FENCE POST.CONSTRUCTION LEGEND:1. UNLESS SPECIFIED OTHERWISE, LANDSCAPE CONSTRUCTION AND LAYOUT WORK INCLUDES, BUT IS NOT LIMITEDTO THE LOCATION, PLACEMENT AND DETAILING OF THE PAVING TO OCCUR ADJACENT TO THE BUILDING,CONCRETE MASONRY WALLS, CONCRETE MASONRY SEATWALLS, LANDSCAPE WALLS, CONSTRUCTION OF CERTAINSPECIFIED SITE FURNITURE.2. SEE ENGINEER'S PLAN FOR PARKING AREA, SITE DRAINAGE AND GRADING, FINISH GRADING, SITE UTILITY LAYOUTAND CONSTRUCTION.3. DIMENSIONS INDICATED ON PLANS SHALL PREVAIL OVER PLAN SCALE. DIMENSIONS ARE TO FACES OF ANDPERPENDICULAR FACE OF BUILDING WALLS UNLESS SHOWN OTHERWISE. ALL ANGLES AND CONNECTIONS ARE (90)DEGREES UNLESS NOTED OTHERWISE. WALKS CONNECTING DOORS ARE TO BE ALIGNED WITH FACE OF BUILDINGUNLESS NOTED OTHERWISE.4. ALL COORDINATE POINTS AND DIMENSIONS ARE TAKEN FROM THE BACK OF CURB UNLESS OTHERWISE NOTED.5. EXPANSION JOINTS SHALL BE AS LOCATED ON THE PLANS AND WHERE CONCRETE MEETS EXISTING WALLS,PAVING, OR OTHER HARD SURFACES. EXPANSION JOINTS SHALL BE SEALED TO PREVENT MOISTURE SEEPAGEAFTER CURING. EXPANSION JOINTS ON WALKS TO BE A MAXIMUM OF 30'-0" ON CENTER PER GEOTECHNICALREPORT. PROVIDE 1/2" SMOOTH DOWELS AT 24" O.C. AT ALL EXPANSION JOINTS AND #3 REBAR DOWELS AT 24" O.C.AT ALL CONSTRUCTION JOINTS. CONTRACTOR SHALL DRILL EXISTING CONCRETE TO REMAIN AND EPOXY SET ASREQUIRED. ALL EXPANSION JOINTS TO BE SANDED. COORDINATE SAND COLOR WITH PAVEMENT COLOR.6. SCORE JOINTS SHALL BE AS SHOWN ON THE PLANS OR SET ON TYPICAL ON CENTER SPACING AND ALIGN WITHBUILDING EDGES.7. CONSTRUCT EXPANSION, WEAKENED-PLANE (CONTRACTION) AND CONSTRUCTION JOINTS IN ACCORDANCE WITHSECTION 303- 5.4 OF (GREENBOOK) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION UNLESSOTHERWISE NOTED.8. ALL CONCRETE SHALL BE A MINIMUM STRENGTH OF 2500 PSI AT 28 DAYS FOR PEDESTRIAN PAVING AND 4,000 PSIAT 28 DAYS FOR VEHICULAR PAVING UNLESS OTHERWISE INDICATED. FINISH SHALL BE AS NOTED ON PLANS.9. CONCRETE PAVING SHALL HAVE FINISHED GRADES SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER.ALL FINISH SURFACES SHALL MAINTAIN A 1.5% SLOPE AWAY FROM BUILDINGS AND WALLS INTO DRAINAGESTRUCTURES AND SHALL HAVE A MAX. CROSS SLOPE OF 1.5%. CONTRACTOR SHALL NOTIFY THE CITY OF ANYCONFLICTS MAINTAINING DRAINAGE.10. LAYOUT POINTS OF ALL RADIUS SHALL BE CONNECTED BY SMOOTH EVEN LINES TO CREATE THE CURVEDCONFIGURATION AS SHOWN ON THE PLANS.11. SEE IRRIGATION PLANS FOR SLEEVE LOCATIONS PRIOR TO CONSTRUCTION.12. SEE ELECTRICAL PLANS FOR CONDUIT AND LIGHT POLE LOCATIONS PRIOR TO CONSTRUCTION.13. GRAFFITI PROTECTION: ALL VERTICAL MASONRY AND CONCRETE SURFACES, AND CONCRETE AMENITIES SUCH ASBUT NOT LIMITED TO TABLES, BENCHES, DRINKING FOUNTAINS, ETC. SHALL BE TREATED WITH A NON-SACRIFICIALANTI-GRAFFITI COATING. ANTI-GRAFFITI COATING SHALL BE AS MANUFACTURED BY PROSOCO OR APPROVEDEQUAL. MATERIALS SHALL BE APPLIED PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.14. NO DEVIATIONS FROM PLANS SHALL OCCUR WITHOUT APPROVAL OF THE CITY.15. CONTRACTOR SHALL VISIT SITE AND VERIFY ALL FIELD CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.16. CONTRACTOR SHALL REVIEW PLANS AND DETAILS TO ASCERTAIN LOCATIONS NECESSARY TO PROVIDEELECTRICAL CONNECTIONS TO POWER IRRIGATION, LIGHTING, ETC.17. CONTRACTOR SHALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION.NOTIFY THE CITY OF ANY DISCREPANCIES IMMEDIATELY.18. THE CONTRACTOR SHALL HAVE THE CITY VERIFY ALL CONSTRUCTION STAKING LOCATIONS PRIOR TOINSTALLATION OF CONCRETE & D.G. PAVING.19. ALL HARDWARE SUCH AS NAILS, BOLTS, FASTENERS ETC. SHALL BE HOT DIPPED GALVANIZED UNLESS OTHERWISENOTED.20. THE CONTRACTOR SHALL PROVIDE A 3'X3' MOCK UP OF ALL PAVING MATERIALS AND SEAT WALLS FOR APPROVALBY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.21. ALL DRINKING FOUNTAINS SHALL BE SELF-CLOSING AND COMPLY WITH NSF 61 AND TO THE APPLICABLESTANDARDS IN TABLE 1401.1 (REF. SECTION 415.1 CPC).22. ALIGN ALL UTILITY BOXES SET IN CONCRETE PARALLEL WITH ADJACENT SCORING.23. ALL PARK SIGNAGE TO BE PLACED ON 2" GALVANIZED POST WITH CAP.CONSTRUCTION NOTES:\ \ ~ \ t VAN SIGN TOTAL (1) \ .~ 1' f ' -/. ____ Lrl ' -~~ t,--~ "\--l .. ------' c{, 'V r.-, /' / / I , PA .. --·" ··~ '.. __ .. /~-. -------.. /· .,/,/ :/.!.-\ / // ,-------~ \ 8 / \ --ss -C I J \ \ --CJ [2J 83 CJ CJ [ZJ Ill ·vv·,,vv·•.'V ""' 'l" '1 ¥7 ----D-0 (Qi I I u □ 0 11111 a L jJ • D D D D D D D D D □ □ □ □ □ □ □ D □ D D D D D D D D D D D D D D I ~ 0 z DAlE INITIAL ENGINEER OF WORK -~ 0 Ji'.u [;;;:: .a. ,8 REVISION DESCRIPTION D D D D D D D D D D D D D DAlE INITIAL DAlE INITIAL OlHER APPROVAL CITY APPROVAL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION PLAN, LEGEND, NOTES FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/17 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I CHKD BY: RVWD BY: 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute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n II T m m n T T ' _,,_,,,_,,,_I -1-1 I= I 0 0 0 ' . ---" ,. -· "•I 1111:::c _---I _-·_ ---- - -_::::_ _::::;·_-_I - -11-~--11--1 --1-11--11-11--1- ( ?~ ri ///// / / / / /" ///// ///// ///// ////// / / / / ,. 0 ------- NO SCALE 0 NO SCALE 0 0 0 0 0 "-----'- ----- ___ ,._ ----'"--------------- 0 ----- NO SCALE ///// ///// ///// ///// ///// //// / / / / ////, / / ///////, //////// ///////// ////////// ///////////, ,::1 ///////////// 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO SCALE 0 -------- NO SCALE 0 0 0 0 0 0 ------ NO SCALE DAlE INITIAL ENGINEER OF WORK 0 0 0 0 0 0 0 0 REVISION DESCRIPTION DAlE <l ,\ l ~ . : ' . ' ' ' -I - ----I ---- ' " a ' I: " l,C t° " / 0 0 0 0 0 0 0 0 0 ----- NO SCALE "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION DETAIIS FOR: APPROVED BY: b'w ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/17 DAlE DWN BY: PROJECT NO. INITIAL DAlE INITIAL CHKD BY: OlHER APPROVAL CITY APPROVAL RVWD BY: I 11 DRAWING NO.I 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 3ORW'DWH SP'UDZLQJ7LWOH 6&21'7/GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- /& DRINKING FOUNTAIN &211(&772/($&+/,1(3(53/$16(('(7$,//& /(*(1' 327$%/(:$7(56833/</,1(3(5&,9,/&2175$&725 6+$//$92,'.,1.6:+(15287,1*6833/</,1(729$/9( ,167$//*$7(9$/9($1'',$*$/93,3(6/((9(3(5 6'56', 67((/'2:(/6(((;3$16,21-2,17'(7$,/ (;3$16,21-2,173(53/$1 :$67(/,1()520'5,1.,1*)2817$,1 &203$&7('68%*5$'('(37+3(5*(27(&+1,&$/5(3257 +$5'6&$3(3(53/$1 $'-$&(173$9,1*6((3/$16 127(6 '5,1.,1*)2817$,13(5&216758&7,21/(*(1' 7+(&2175$&725,672,167$//)2817$,13(50$18)$&785(5 65(&200(1'$7,216$1'725()(5727+,6'(7$,/ $1'6$1',(*267$1'$5''5$:,1*6'072&203/<:,7+7+(&%&$1'$'$$&&(66,%,/,7< 7+(632876+$//3529,'($)/2:2):$7(5$7/($67+,*+62$672$//2:7+(,16(57,212)$&8381'(57+( )/2:2):$7(53(57+(&%& 7+(6328721$&&(66,%/('5,1.,1*)2817$,16:,7+$5281'2529$/%2:/60867 %(326,7,21('627+$77+()/2:2):$7(5,6:,7+,12)7+()5217('*(2)7+('5,1.,1*)2817$,1:+(5(7+( 63287,6/2&$7('/(667+$1)5207+()52172)7+(81,77+($1*/(2)7+(:$7(5675($06+$//%( '(*5((60$;,080 21+,/2:)2817$,1 7+(;&/($5)/22563$&(,621/2:)2817$,1),;785( )2817$,1386+%87721/2&$7,21&2175$&725723529,'(0$18)$&785(5 66+23'5$:,1*6)25($&+)2817$,1 35,257225'(5,1*)2817$,16 '5,1.,1*)2817$,181,76+$//&203/<:,7+$// $33/,&$%/(7,7/(3529,6,216,167$//3(5 0$18)$&785(5 663(&6 $1&+25%2/7,1&21&5(7($17,7$03(57<3,&$/ 6(&7,21 +& +(,*+7 67$,1/(6667((/&$55,(5 2 LEACH LINE % % 0,1 /(*(1' (/(9$7,21 6(&7,21%% 127(6 +$1')250$&21&5(7(%2:/$7 %277202)<$5'%2;72 )$&,/,7$7(6$1'&/($1287 3(5)25$7(''5$,13,3($1' 75(1&+$5(72'5$,1$:$<)520 )2817$,1$70,16/23( ;&21&5(7(<$5' %2;:,7++,1*('/2&.,1* 723 %522.612+/25 (48$/ 6(7215('%5,&. )281'$7,21 ; 3(5)25$7('3/$67,&81'(5'5$,13,3( ),1,6+*5$'(3(53/$1 &586+('*5$9(/ 39&3,3(:,7+6:((3 (//&211(&7,2172 )2817$,1'5$,1 1 64 64 RECYCLING RECEPTACLE 5($5(/(9$7,219,(: 3/$19,(: )5217/()75,*+7(/(9$7,219,(: 67((//2&.,1*'225 6,'(21/< 02',),('/,' . :$67(&217$,1(53(5 &216758&7,21/(*(1' /(*(1' 127(6 &2175$&725726(&85(72&21&5(7(3(50$18)$&785(5 6 5(&200(1'$7,216 ',$;/%2/76 ',$;'((3*528732&.(76 3$9,1*3(53/$1 0$18)$&785(5 667$1'$5' /2*2$1'7(;7 3 2' :$67(&217 ,' :$67(&217 %272' ',$ /,' TRASH RECEPTACLE /(*(1' 127(6 6(&85(72&21&5(7( 3(50$18)$&785(5 6 5(&200(1'$7,216 3/$19,(: (/(9$7,219,(:6(&7,219,(: /,' + 3$9,1*3(53/$1 5(%$59(57,&$/ +25,=217$/ *$//213/$67,& /,1(5 453/% ',$;/ %2/76 ',$;'((3 *528732&.(76 ',$'5$,1+2/( 6 [3$5.58/(66,*1 3(5&216758&7,21/(*(1'$1' 63(&,),&$7,216 648$5(32:'(5&2$7('78%8/$567((/ 6,1*/(3267,1*5281')5$0(/(663('(67$/ 028173267)$67(1(56$1'$//%5$&.(75< 72%(32:'(5&2$7('6(0,*/266%/$&. &21&5(7()227,1*6,=($6,1',&$7('3267 6+$//+$9(0,1(0%('0(17:,7+ 0,1&/5)520&21&5(7(3$9,1*&52:1 )227,1*)25326,7,9('5$,1$*( $'-$&(17&21&5(7(3$9,1*3(53/$16 $'-$&(173/$17,1*3(53/$16 &203$&768%*5$'(3(5*(27(&+1,&$/ 5(3257 &2175$&725723529,'(6+23'5$:,1*6,1&/8',1* $335235,$7(9$1'$/3522))$67(1(56$1'6$03/(6 2)$//0$7(5,$/86('72/$1'6&$3($5&+,7(&7)25 $33529$/35,2572)$%5,&$7,21 &2175$&7256+$//&225',1$7(:,7+6,*1678',2 25$33529('(48$/)25 0$18)$&785(56,*16&217$&7 5,&+08+5 5,&+#6,*1678',26'&20 0$7(5,$/ :+,7($/80,180 &2/256 &2/25',*,7$//<35,17('9,1</*5$3+,&6 $33/,('72:+,7($/80,180:,7+*5$)),7,/$0,1$7( $33/,(' ),1,6+,1* ',(&87$73,1.',(/,1(,13')),/( 3522)6 3')3522)65(48,5(')25$33529$/ %()25(35,17,1*6(1'72 0$5<68//,9$1#&$5/6%$'&$*2925 /,6$&251:$//#&$5/6%$'&$*29 35,&( 35,&($33529$/5(48,5('%()25(35,17,1* &2175$&7256+$//,167$//6,*16),(/'9(5,)< /2&$7,216:,7+3$5.6$1'5(&5($7,21'(3$570(17 35,2572,167$//$7,21 COMMUNITY PARK RULES SIGN /(*(1' 127(6 6(&7,21 (/(9$7,21 4 ),1,6+685)$&( 127(6 /(*(1' ',6$%/('3$5.,1*6,*1&2/256$1'6,*1 7+,&.1(663(52:1(5$1'5(*,21$/ 67$1'$5'6 $6,*16+$//%(,167$//('$6,1',&$7('213/$16 $1'6+$//1272%6758&77+(3$7+2)75$9(/ % 6,*16+$//%(&216758&7('2)$0,1,080 PP 7+,&.$/80,180 &/(77(5,1*6<0%2/$1'%25'(56+$//%( 5()/(&7,9(:+,7(21$%/8(%$&.*5281' ' /(77(5,1*6+$//%(PP $1'PP +,*+ ( :+(5(63$&(,6'(6,*1$7(')259$1 $&&(66,%,/,7<$6,*1 9$1$&&(66,%/( 6+$//%( ,167$//(' &21&5(7()227,1* DISABLED PARKING SIGN 9$1$&&(66,%/(6,*1 ,)$33/,&$%/( &/ &/&/53/$1 6(&7,21 0,1 &/5 $'$3$5.,1*67$//3(53/$1 &21&5(7(:+((/67233(53/$1 $'$'(7(&7$%/(:$51,1*3$9(563(53/$1 6(('(7$,//& ',$*$/9$1,=('3267 %2//$5'3(53/$1&21&5(7(=(52&85% 5 9/19/16 ~) j b ·' "' \ 0 0 0 0 0 0 0 NO SCALE 0 0 0 0 r 0 0 ,---------- N O SCALE Aviara Community Park ~ 0 0 NO SCALE 0 0 0 0 0 0 NO SCALE ~-l --tl 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I' r ' RECYCLE 0 NL y,( ~- -->i<----+------, I t---t-H • I J I ~-1 0 0 0 0 0 0 0 O~----N O SCALE I ""· I I ·, I 1 1 ' ' 'I I ' I I I I , 1 I ' ' I I • I , I I I • I I I r 0 NO SCALE 241/4" I I j .. i I, I I I ; I I A----1 I I ' I /. ; I . I I I j }----+ 0 0 0 0 0 0 0 "AS BU I LT" P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE I SHEET I CITY OF CARLSBAD I SHEETS I ~====:====~=============================~===~====~====~~===~ PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION DET.Ailll FOR: t---+---+-------------+---+--+--+---1 APPROVED BY: d'"\.J'Wl,.JV\ JOHN EDWARD MAASHOFF t----+--t----------------1---4-----1---1-----1 PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE l--:==-+=c:-:--f---------------1---+-----1---I-----I DWN BY: __ _ DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: __ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RW.O BY: PROJECT NO. II DRAWING NO.I 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 3ORW'DWH SP'UDZLQJ7LWOH 6&21'7/GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- /& FIXED BOLLARD (1'9,(: )281'$7,21 (/(9$7,219,(: )281'$7,21 ),;('%2//$5' 3(5 0)5 %2//$5'$663(&,),('3(5/(*(1' &21&5(7()227,1* $'$'(7(&7$%/(:$51,1*3$9(563(53/$16(('(7$,//& /(*(1' 2 REMOVABLE BOLLARD (1'9,(: )281'$7,21 (/(9$7,219,(: )281'$7,21 %2//$5'$663(&,),('3(5/(*(1' $'$'(7(&7$%/(:$51,1*3$9(563(53/$1 6(('(7$,//& /(*(1' (1/$5*('9,(:2)5(029($%/( 02817,1*3/$7( 02817,1* &,5&/( /2&.1276833/,('%<0$18)$&785(5 5(029$%/( %2//$5' 3(5 0)5 3 /(*(1' 127(6 6(&85(72&21&5(7(685)$&,1*3(50$18)$&785(56 5(&200(1'$7,216 20,721(6($7:+(5($'$7$%/(2&&856213/$16 ROUND TABLE 7$%/(3(5&216758&7,21/(*(1'127( 7$%/(6+$//127 +$9(80%5(//$+2/( ',$[/$1&+25%2/76 ',$['((3*528332&.(76),//(':,7+1216+5,1. *5287 0,10$; 0,1 6BBQ GRILL WITH BUILT-IN HOT ASH &/($1287'225 127(6 *5,//02'(/3(5&216758&7,21/(*(1',167$// 3(50$18)$&785(5 65(&200(1'$7,216 /(*(1' 3/$1 6(&7,21 6,'(9,(: &/($1287'225 (1/$5*(0(17 35(&$67&21&5(7(%%4 *5,//:,7+&(17(5+273/$7( 5 '(7$,/$ PICNIC TABLE 6,'((/(9$7,219,(: (/(9$7,219,(: '(7$,/ $ 3/$19,(: 35(&$67&21&5(7( 7$%/(3(5 &216758&7,21 /(*(1' /(*(1'127(6 6(&85(72&21&5(7(:,7+/%2/76$1' *528732&.(76 9 ADA PICNIC TABLE 35(&$67&21&5(7(7$%/(3(5&216758&7,21/(*(1' /(*(1' 127(6 6(&85(72&21&5(7(685)$&,1*3(5 0$18)$&785(5 65(&200(1'$7,216 (/(9$7,219,(: 3/$19,(: 8 %(1&+3(5&216758&7,21 /(*(1' ',$[/%2/76 ',$['((3*5287 32&.(76 127( ,167$//(0%(''('02817 )250$73(5 0$18)$&785(5 6 5(&200(1'$7,21 (/(9$7,21 3/$1 BACKLESS BENCH /(*(1' 4 3/$17$//75((6$1'6+58%672$//2:)257232)5227%$//672 %(0$;%(/2:7232)),1,6+*5$'(2)'(&20326('*5$1,7( '(&20326('*5$1,7(72%(,167$//(')25727$/'(37+52// 72&203$&77232)'(&20326('*5$1,7(720((7)/86+:,7+ 7232)$'-$&(17&21&5(7(3$9,1* % $ 127(6 :,'7+9$5,(6 6((3/$1 /(*(1' ORGANIC STABILIZED DECOMPOSED GRANITE 6(&7,21 $'-$&(17&21&5(7(3$9,1*3(53/$1 6((&216758&7,213/$1)25$**5(*5$7(7<3( 68%*5$'(0$;'((35227%$55,(53(563(&,),&$7,216$1'3/$16 1 (/(9$7,219,(: 3/$19,(: 6,'(,167$//$7,219,(: 7<33267%277209,(: 35(37$%/(%$6( 35(37$%/(723 ',$;/%2/76 *528732&.(76 &21&5(7(+$5'6&$3( ',$,16(76 )6 )25 $1&+25,1* 127(6 ,167$//3(5 0$18)$&785(5 6 5(&200(1'$7,216 /(*(1' PRECAST CONCRETE PREP TABLE 64 5 7 9/19/16 0 0 0 0 0 NO SCALE TT I I I j_ +==-·~ it 0 CA;1 0 I 0 I II I I ~. si I rJ I /, ' I ~1 H- 0 NO SCALE . ,~- :i~~t;tt~~ , ,, , 111-, 1,, , I I I ' ·1 ~•,•'•·.· --- ., 4 ' ·~ ., ... ~""'!""---.:... 0 0 0 0 NO SCALE ~~----..... '~\, I~-~ .c.-:·""41 If -----j I 11 I I \ \ ' ' I I ' ' ! / -"<;--___ ___:L _j . ' ,. . 0 a, N 0 NO SCALE ,. • l I I. 'l 0 NO SCALE ,. , I I I I I I 'l 0 0 NO SCALE 0 0 0 0 NO SCALE \ "" '.,,-z\ I L--t· ' ' ' ' I ' I 0 0 0 \ •. i \ I • . . Iii ~ . :· -1 . . . ' ~ -I<' .;-·, .~ -~ I I ft • -' ~ O') a, O') . N ' -: . ' , II, ,.i ' ' •, .. ,\ t ______ -f 7 \-J \ ",r r<, j ' 'g "''\ . .'R ~"-,f,,,_ -., = ···-;c.;:>' ·,> .. ""_.--,-</ ------ '\ 0 NO SCALE 111111111111111 I I I I I} l l 0 0 0 ~ ~ 0 NO SCALE Q----------: I I \ 4 111111"' C ; \ .-) \ ~ ·--I ~~--... _______ <~ ___ // - 0 0 0 0 0 0 "AS BU I LT" P.E. ---EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE E===i==j===================~~=~E==f===t===3 ::::I S~HE~ET~I ~C~I~T~Y~OF~~C~A~R~L~S~B~A~D~I S=HE=ETS::::!I Ir. PARKS & RECREATION DEPARTMENT LANDSCAPE CONSTRUCTION DET.Ailll FOR: t====j====j===============================f====f====t====j====j ~AAIP~PiRR~OMVE~D~B~Y::==~=:=====;=====;=;JO~H:=:=N:===.ED:=:=W:=:=A:::::R:::::D=M=A=A=s=H=o=FFd t=iD~A=TE;=f~l=N~l=ll~AL~t================================t;~~=f~~~~~E====1====3 :::P~U;Br=UC~WOR~=-K=S~M=-A=-N=A~GERr==P=E~1~90~9~EX~P~-~9~3~0~1~7~~~D~A~TE~::::! EN REVISION DATE INITIAL DATE INITIAL I DWN BY: I PROJECT NO. II GINEER OF WORK DESCRIPTION CHKD BY: DRAWING NO.I OTHER APPROVAL CITY APPROVAL RV'ND BY: 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 3ORW'DWH DP'UDZLQJ7LWOH 6&21'7/GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- /& 6287+(/(9$7,21 )25%,'385326(621/<CUSTOM SHADE STRUCTURE (PER SEPERATE PERMIT) 522)3/$1 5()/(&7,9(&(,/,1*3/$1 5 5 5 5 )5$0,1*/$<2873/$1 CONTRACTOR IS TO PROVIDE THE SHADE STRUCTURE IN PLACE, INCLUDING FOOTING AND LIGHTING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE PERMIT ASSOCIATED WITH CONSTRUCTION AND INSTALLATION OF THE SHADE STRUCTURE. CONTRACTOR WILL PROVIDE FOOTING DESIGN INCLUDING STAMPED STRUCTURAL DRAWINGS AND CALCULATIONS FOR THE FOOTING AND STRUCTURE. DESIGN AND CALCULATIONS WILL BE SUBMITTED TO THE CITY OF CARLSBAD DEVELOPMENT SERVICES DIVISION FOR PERMITTING. REFER TO PREFABRICATED STRUCTURE NOTES FOR CONSTRUCTION OF OVERHEAD SHADE STRUCTURES. 6,'((/(9$7,21 721*8( *5229(%2$5'6(&7,21 721*8( *5229(522),1*$77$&+('7281'(56,'(2)6758&785( 72%(67$,1('720$7&+$5&+,7(&785( 0(7$/)$6&,$720$7&+%8,/',1* ,167$//(572),(/'&87 $//522)3$1(/6 /(*(1' $;21 $//6758&785$/&20321(176:,//%( 78%( $670$*5$'(% 3/$7( $670$ %2/76 $670$ 1876 $670$ :(/',1* *0$: &2/8016,=( +66[[ 127( $ 67$1'$5''(7$,/66+2:1$&78$/%8,/',1*0$<9$5< % 522)3,7&+,65(&200(1'('72%( %<0$18)$&785(572$92,' :$7(5322/,1*$1'$1</($.,1*7+528*+3$1(/6 67$1',1*6($07$3(5('522)3$1(/672%(),(/'52//('$1'&87 %<,167$//(5&2/25 7(55$&277$ $'-$&(173$9,1*3(53/$16 5(,1)25&('&21&5(7()227,1* &203$&7('68%*5$'(3(5*(27(&+1,&$/5(3257 +66[[&2/801326732:'(5&2$7&2/25 6855(<%(,*( &/($5 &/($5 (0%('0(17 &21&5(7()227,1*6(&7,21 6+$'(6758&785(685)$&(02817%$6(3/$7(0281772)227,1*3(50$18)$&785(5 $1&+25%2/7:,7+ 1876 3/&6 /(9(/,1*1876 5(%$59(57,&$/:,7+7,(6#2&$1' 7,(6#2&$7723 0,1 (/(&75,&$/&21'8,73(5(/(&75,&$/3/$16 32677<3 &/ 5(&(66('/,*+7,1*3(5(/(&75,&$/3/$16$1'0$18)$&785(5 ; 9(177<3 1 ,1',&$7(66758&785$/ (1*,1((55(9,(:$1' $33529$/ 9/19/16 I I I I I I ' I I I I I ' I I I I I I I I I ' ' I I I I I I I I I I I I ' I I I I I I I I I I ' ' I I I I I I I I I I I I I ' I I I I I ' ' I I I I I I I I I I ' , .., I ' I 3/e!' 1 '-'ll' \. ., = I I I I I ' I I I I I ' ·"' 11 I I I I I I I I I I I ,, I ', I I I I I I I I ' I I I I I I I I I I I I I I I I I I ' I I I I I I I ' I I I I I ' I I I I I I I I '1 I I I I I I ' . ... ,. • . 8'-3" 11 I I I I I I I I ' I I I I I I I I I I I I ' I I I I I ' I I I I I I I I I I I I I I I I I I I ' I ' I I I I I I I I I I I I I I I I I I I ' I I ' I I I I I I I I I I I I I ' I I I I I I I I ' I I I I I I I I I I ' I I I I I I I I I I I I I I ' I I I I I I ' I I I I I I I I I I I I I I I I ' I ' I I I I I I I I I I I I I I I I I I I ' ' I I I I I I I I I I I I I I I I I I I ' I I I I ' ' . 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DATE REVIEWED BY: INSPECTOR DATE l------+---+------------+-----+---+----+-------11 SHEET I CITY OF CARLSBAD I SHEETS 1 PARKS & RECREATION DEPARTMENT ~==-=============:==~ LANDSCAPE CONSTRUCTION DETAILS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 3ORW'DWH DP'UDZLQJ7LWOH 6&21'7/GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- /& CONTRACTOR IS TO PROVIDE THE SHADE STRUCTURE IN PLACE, INCLUDING FOOTING AND INTEGRAL LIGHTING. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE PERMIT ASSOCIATED WITH CONSTRUCTION AND INSTALLATION OF THE SHADE STRUCTURE. CONTRACTOR WILL PROVIDE FOOTING DESIGN INCLUDING STAMPED STRUCTURAL DRAWINGS AND CALCULATIONS FOR THE FOOTING AND STRUCTURE. DESIGN AND CALCULATIONS WILL BE SUBMITTED TO THE CITY OF CARLSBAD DEVELOPMENT SERVICES DIVISION FOR PERMITTING. REFER TO PREFABRICATED STRUCTURE NOTES FOR CONSTRUCTION OF OVERHEAD SHADE STRUCTURES. ART SCULPTURE FOOTING ',$ ',$ 6&8/3785(%<27+(56 &21&5(7(621278%( ,'67((/3,3(;:$//7+,&.1(66 7,($72&$77237<3 7,($72& ',$62/,'67$,1/(6667((/52' /(*(1' 48$,/$1'3,1(&21( 6&8/3785( 75((6&8/3785( &203$&7('68%*5$'(3(5*(27(&+1,&$/5(3257 9(57,&$/(463$&(' 127( &225',1$7(3267$1' )227,1*,167$//$7,21$1' &211(&7,2172$57 6&8/3785(6:,7+$57,67 3/$1127726&$/( $'-$&(173$9,1*3(5 &216758&7,213/$1 $576&8/3785(%<27+(56 08/&+%$1'3(53/$17,1*3/$1 2 BIKE RACK %,.(5$&.3(5&216758&7,21/(*(1' /(*(1' +; /; :&21&5(7()227,1*5(&(66 )227,1*81'(5&21&5(7(3(53/$1 &21&5(7(3(53/$1 &203$&7('68%*5$'(3(5 *(27(&+1,&$/5(3257 (0%('0(17'(37+ 3 CUSTOM SHADE SAIL (BY SEPARATE PERMIT) 3/$19,(: )5217(/(9$7,21 6,'((/(9$7,21 127(6 3/($6(127(7+$77+(6('5$:,1*6$5($3,&725,$/ 5(35(6(17$7,212))$%5,&$1'67((/21/<121(2)7+(5(48,5(' $77$&+0(1725&211(&7,21'(7$,/6+$9(%((1'(3,&7(' $//',0(16,216$1'+(,*+760867%(),(/'9(5,),('35,2572$1< ),1$/'(6,*1)$%5,&$7,2125,167$//$7,21:25. 0$18)$&785(572,17(*5$7(&86720'2:1/,*+7,1*,172)5$0( 68332576/,*+7,1*72%(&20%,1(':,7+(/(&75,&$/3/$16 )$%5,&&2/25 '(6(576$1' ',$32:'(5&2$7('67((/3267 &2/25 %52:1 $'-$&(17685)$&(3(53/$1 /(*(1' )227,1*(1/$5*(0(17 &21&5(7()227,1*3(5(1/$5*(0(17,1 7+,66+((7 187 3/&6 /(9(/,1*1876 $1&+25$*(%<&$123<0$18)$&785(5 5(%$59(57,&$/(48$//<63$&(' $5281'7+(3(5,0(7(53,(5)227,1* &/($5 5(%$5+25,=217$/$72& 5(%$5+25,=217$/$72& &203$&7('68%*5$'(3(5 *(27(&+1,&$/5(3257 ',$0$,1/($'(56 ',$%5$1&+(6 3(563(&7,9( (/(&75,&$/ &21'8,73(5 (/(&75,&$/ 3/$16 +,*+ 0(',800(',80 /2:/2: 7<3 1 ,1',&$7(66758&785$/ (1*,1((55(9,(:$1' $33529$/ 9/19/16 / b _, ::!3 I / ~ ~ ~ I ~ =, (.'.) ~ 0 I w ~ ...J ~ <') ~ ~ ' -"' <') ~ ' ' N a, a ~ N ~ iio ~.aa!.,,_--f -- - - - -I 'ii-:....___~ -1-_1_111 ,_1111_11,,_I IIIIIIIILI-4 11-1~-11 NO SCALE 0 0 ' .-/'(/ 'l/i "-:--:'' ,,,,, /;}' \ }f 0 NO SCALE 0 0 =1=11=11=1 0 0W wZ z i:2 i:2 I-I-Cl) Cl) z zO au uz I-=, ::i: !;;: b= _, 0 co _, N ~ .,"i•-·· • -:.-,: .... ~ •,·. ,_· .. 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I ~11_111 11 ~ b _, N l 'l 0 0 0 0 0 ~ I I i I PROVIDE TAPER STD SLOPE (2:1) I---+~------~-----;-' --1-----I ' a "---'-~---L) ,U, ,U, ·c 7 I 1--------+-------l q LJ <.] <] Lj 3'-011 l 'l 0 0 0 0 0 0 0 0 k 1 4 I 1,, ' I ' , I J I k 1 .. ~ // / ' 4 ' ,, " 4 " ' ' " ' \ ', \ y / / ' I " I ' I ' 4 I' 'I ", ' ,1 4 I, ' ' GI ~ , ,:,::, n t () c<;:. c, ---31.--•,-,;,:..I} '.) \Ii.::. .) r..,r--~1-=---f1"----r,++n,f, , 11 I ' k k 1 1 I ' I I I __ :1 O~-----N OT TO SCALE "AS BU I LT" P.E. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1--------,f-----+------------l---l---l---.l--__J I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT ~=::'..:::::=====::::::::::::::::::::::::==::::::::::::::::::::::::=:::'..=:::=~ LANDSCAPE CONSTRUCTION DETAILS FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. WWWWXXELECTRICVEHICLE ONLYELECTRICVEHICLE LIM IT OF WORKLIMIT OF WORKLIMIT OF WO R K CONTRACTOR TOADJUST EXISTINGIRRIGATION HEADSAND NOZZLES INTURF AREA ATNEW MOW CURB.PROVIDE 100%HEAD TO HEADCOVERAGE.INTERCEPT EXISTINGMAINLINE AND TEN WIRESFROM CONTROLLER "E" AT4" STUB-OUT"1"1"1"143""1"143"411""143"112"E2125.91"E2212.01"13.0E27"1"1411"411"43"411"43""1411"411"411""11"14.0E2543"43"112"E2342.0112"E2437.5411""1"1411"411"2"411"211"1"24.1E26411"112"28.0E281"2.80E29411""143"43""1"1"1"143"211"211""1411""1411"LOCATE MANIFOLD INADJACENT PLANTINGAREA (NOT TURF)LOCATEMANIFOLD INADJACENTPLANTINGAREA (NOTTURF)"1"1411"211"211"43"2"2"43"211"411"211""1WWWWWWWWW W W SYMBOL MANUFACTURER/MODEL/DESCRIPTIONPSIDETAIL HUNTER MP1000 PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH CHECKVALVE, RECLAIMED BODY CAP, PRESSURE REGULATEDTO 40 PSI (2.76 BAR), MP ROTATOR NOZZLE. M=MAROONADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC,O=OLIVE 360 ARC ON PRS40 BODY. HUNTER MP2000 PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MPROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREENADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. HUNTER MP CORNER PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MPROTATOR NOZZLE. T=TURQUOISE ADJ ARC 45-105 ONPRS40 BODY. HUNTER MP STRIP PROS-06-PRS40-CV-R40SHRUB ROTATOR, 6" (15.24 CM) POP-UP WITH FACTORYINSTALLED CHECK VALVE, RECLAIMED BODY CAP,PRESSURE REGULATED TO 40 PSI (2.76 BAR), MPROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWNSIDE STRIP, RST=COPPER RIGHT STRIP ON PRS40 BODY. HUNTER RZWS-SLEEVE-36-50CV-R3036" LONG RZWS WITH FILTER FABRIC SLEEVE, CHECKVALVE, 0.50 GPM BUBBLER, 1/2" SWING JOINT FORCONNECTION TO 1/2" PIPE. PURPLE COVER FORRECLAIMED WATER. EACH SYMBOL REPRESENTS TWOBUBBLERS PER TREE. PLACE BUBBLERS AT EDGE OFROOTBALL ON OPPOSITE SIDES OF TREE, TYPICAL.1/LI-2.01/LI-2.01/LI-2.01/LI-2.02/LI-2.0Generated:2016-02-29 17:21P.O.C. NUMBER: 01Water Source Information:FLOW AVAILABLEPoint of Connection Size: 4"Flow Available:298.00 gpmPRESSURE AVAILABLEStatic Pressure at POC:70.00 psiPressure Available:70.00 psiDESIGN ANALYSISMaximum Multi-valve Flow: 100.00 gpmFlow Available at POC:298.00 gpmResidual Flow Available: 198.00 gpmCritical Station:E22 Design Pressure:50.00 psi Elevation Loss:0.00 psi Friction Loss:4.56 psi Fittings Loss:0.46 psi Loss through Valve:3.00 psiPressure Req. at Critical Station: 58.02 psiLoss for Fittings:0.05 psiLoss for Main Line:0.45 psiLoss for POC to Valve Elevation: 0.00 psiLoss for Backflow:0.00 psiCritical Station Pressure at POC: 58.52 psiPressure Available:70.00 psiResidual Pressure Available: 11.48 psiCRITICAL ANALYSIS SYMBOL MANUFACTURER/MODEL/DESCRIPTIONPSIGPMRADIUSDETAIL HUNTER I-20-06-SR-SS-R50 1.50 25'TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.SHORT RADIUS NOZZLE. WITH RECLAIMED WATERPURPLE ID COVER. HUNTER I-20-06-SR-SS-R50 3.00 25'TURF ROTOR, 6.0" POP-UP. ADJUSTABLE AND FULLCIRCLE. STAINLESS STEEL RISER. DRAIN CHECK VALVE.SHORT RADIUS NOZZLE. WITH RECLAIMED WATERPURPLE ID COVER.1/LI-2.01/LI-2.0 SYMBOL MANUFACTURER/MODEL/DESCRIPTIONDETAIL HUNTER ICZ-101-40DRIP CONTROL ZONE KIT. 1" ICV GLOBE VALVE WITH 1"HY100 FILTER SYSTEM. PRESSURE REGULATION: 40PSI.FLOW RANGE: 2 GPM TO 20 GPM. 150 MESH STAINLESSSTEEL SCREEN. NETAFIM TLSOVMANUAL FLUSH VALVE. NETAFIM 65ARIA0753/4" MALE PIPE THREAD GUARDIAN AIR/VACUUM RELIEFVENT. INSTALL IN SUBSURFACE SYSTEMS. ON SLOPINGTERRAIN TO PREVENT COLLAPSING OF PIPES. UVRESISTANT. MAXIMUM PRESSURE: 150 PSI. AREA TO RECEIVE DRIPLINE NETAFIM TLRW-06-12 (12)TECHLINE RW LANDSCAPE DRIPLINE WITH PURPLESTRIPE FOR NON-POTABLE WATER APPLICATIONS.0.6GPH EMITTERS AT 12.0" O.C. DRIPLINE LATERALSSPACED AT 12.0" APART, WITH EMITTERS OFFSET FORTRIANGULAR PATTERN. DESIGNED FOR RECLAIMEDWATER USE ONLY.3/LI-2.16/LI-2.14/LI-2.12/LI-2.15/LI-2.1 SYMBOL MANUFACTURER/MODEL/DESCRIPTIONDETAIL HUNTER ICV-G-FS-R (2)1", 1-1/2", 2", AND 3" PLASTIC ELECTRIC REMOTECONTROL VALVES, GLOBE CONFIGURATION, WITH NPTTHREADED INLET/OUTLET, FOR COMMERCIAL/MUNICIPALUSE. WITH FILTER SENTRY FACTORY INSTALLED OPTION,AND RECLAIMED WATER ID, PURPLE HANDLE. NELSON 76451" BRASS QUICK COUPLER VALVE WITH ACME THREADSFOR SLOW FLOW CONTROL, WITH LOCKING RUBBERCOVER AND PURPLE CAP WITH RECLAIMED WATERWARNING. SPEARS 2622LINE SIZE BALL VALVE. LARGE INLET OPENING, ANDPREVENTS BACK FLOW OF WATER AND DRAINAGE OFTHE SYSTEM INTO LOW AREAS. IRRIGATION LATERAL LINE: PVC SCHEDULE 40PVC SCHEDULE 40 IRRIGATION PIPE. ONLY LATERALTRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATEDON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE.PURPLE FOR RECYCLED WATER. IRRIGATION MAINLINE: PVC SCHEDULE 40 AND CLASS 315PVC SCHEDULE 40 TO 1-1/2", PVC CLASS 315 SDR 13.5FOR PIPES 2" AND LARGER. PURPLE FOR RECYCLEDWATER. PIPE SLEEVE: PVC SCHEDULE 40TYPICAL PIPE SLEEVE FOR IRRIGATION PIPE. PIPESLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING ANDTHEIR RELATED COUPLINGS TO EASILY SLIDE THROUGHSLEEVING MATERIAL. EXTEND SLEEVES 18 INCHESBEYOND EDGES OF PAVING OR CONSTRUCTION. PURPLEFOR RECYCLED WATER.3,6/LI-2.04,6/LI-2.05,6/LI-2.01/LI-2.17,8/LI-2.01/LI-2.11/LI-2.1DO NOT DRINK SIGN9/LI-2.0NUMBERMODELSIZETYPEPSIPSI @ POCGPMPRECIPE21 HUNTER ICV-G-FS-R (2) 1-1/2" SHRUB ROTARY 46.72 47.18 25.92 0.46 in/hE22 HUNTER ICV-G-FS-R (2) 1" TURF ROTOR 58.02 58.52 12.00 0.48 in/hE23 HUNTER ICV-G-FS-R (2) 1-1/2" TURF ROTOR 56.80 57.33 42.00 0.52 in/hE24 HUNTER ICV-G-FS-R (2) 1-1/2" TURF ROTOR 56.94 57.52 37.50 0.58 in/hE25 HUNTER ICV-G-FS-R (2) 1" BUBBLER40.12 42.00 14.00 214.46 in/hE26 HUNTER ICV-G-FS-R (2) 1" SHRUB ROTARY 49.12 51.02 24.11 0.49 in/hE27 HUNTER ICV-G-FS-R (2) 1" BUBBLER38.81 40.78 13.00 15.32 in/hE28 HUNTER ICV-G-FS-R (2) 1-1/2" SHRUB ROTARY 48.64 50.64 26.62 0.48 in/hE29 HUNTER ICZ-101-40 1" AREA FOR DRIPLINE 53.50 55.50 2.80 1.01 in/hVALVE SCHEDULESDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2016-09-14; 02:21pm, Drawing Title: 15-406 S-IRR.dwg, User ID: lchiccone LC, JFMMJTB, JJ82LI-1.01. THE IRRIGATION SYSTEM DESIGN IS BASED ON AN AVAILABLE WATER PRESSURE OF 100 PSIAT CITY SERVICE. CONTRACTOR SHALL VERIFY WATER PRESSURE PRIOR TOCONSTRUCTION AND REPORT ANY DIFFERENCES TO THE CITY OF CARLSBAD.2. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATIC ALLY FOR CLARITY. LOCATE ALL PIPING,VALVES, BACKFLOW PREVENTERS, AND OTHER IRRIGATION EQUIPMENT WITHIN PLANTINGAREAS UNLESS NOTED OR DIRECTED OTHERWISE. LOCATE ALL VALVES AND VALVE BOXESSIX INCHES FROM EDGE OF PAVING OR CURB.3. EXISTING UTILITIES AND FIELD CONDITIONS: PRIOR TO EXCAVATION, LOCATE ALL CABLES,CONDUITS, AND UNDERGROUND UTILITIES.CONTRACTOR SHALL BE RESPONSIBLE FOR ANUNDERGROUND UTILITY SERVICE TO LOCATE AND MARK UTILITIES. CONTRACTOR WILLTAKE PROPER PRECAUTIONS NOT TO DAMAGE OR DISTURB SUCH UNDERGROUNDIMPROVEMENTS. NOTIFY THE OWNER IMMEDIATELY IF A CONFLICT EXISTS BETWEEN SUCHOBSTACLES AND THE PROPOSED WORK. PROCEED IN SAME MANNER IF ROCK LAYERS ORANY OTHER CONDITIONS ENCOUNTERED UNDERGROUND MAKE CHANGES ADVISABLE.4. ALL PIPING AND WIRING UNDER ROADWAYS AND PAVING AND THROUGH WALLS SHALL BESLEEVED.5. USE FOUR WRAPS OF THREE-QUARTER INCH (3/4") TEFLON TAPE FOR ALL THREADED VALVECONNECTIONS.6. AUTOMATIC IRRIGATION CONTROLLER IS TO BE SUPPLIED AND INSTALLED BY THECONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTION OF FIELDWIRES TO APPROPRIATE TERMINAL STRIPS.7. ADJUST ALL SPRINKLERS TO AVOID OVERSPRAY ONTO WALLS, WALKS, STREETS, UTILITYBOXES, BUILDINGS AND OTHER IMPROVEMENTS.8. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREATO BE IRRIGATED UNLESS OTHERWISE DESIGNED ON THE PLANS.9. CONTRACTOR SHALL INSTALL IN-LINE ANTI-DRAIN VALVES AS WARRANTED BY SITECONDITIONS TO ALLEVIATE LOW HEAD DRAINAGE.10. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ONTHE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADEDIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS. SUCH OBSTRUCTIONS ORDIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. INTHE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY REVISIONS NECESSARY.11. THE CONTRACTOR SHALL KEEP AN UP-TO-DATE COMPLETE "AS-BUILT" RECORD SET OFPRINTS WHICH SHALL BE UPDATED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINALDESIGN.12. INSTALL IRRIGATION HEADS IN TURF AREAS 2" FROM WALKS AND HARDSCAPE AREAS.13. ALL CONTROL VALVES SHALL BE MANIFOLDED AND GROUPED IN ONE AREA SHOWN ONPLAN. VALVES SHALL BE SET AT RIGHT ANGLES TO EDGES. INSTALL VALVES BOXES 6"FROM EDGES OF HARDSCAPE AREAS.14. CONTRACTOR SHALL REMOVE AND DISCARD DAILY, ALL PIPING DISTURBED DURINGTRENCHING OPERATION.15. CONTRACTOR SHALL REVIEW IRRIGATION SPECIFICATIONS PRIOR TO BEGINNING WORK.REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR INSTALLATIONPROCEDURES.16. CONTRACTOR SHALL HEAT BRAND ALL PLASTIC VALVES BOXES WITH THE FOLLOWINGLABELS. ALL LETTERS SHALL BE ONE INCH (1") HIGH. LETTERING ON VALVE BOX LIDS SHALLBE PLACED ON THE SAME LOCATION ON EACH VALVE BOX LID, AND ALL LABELING SHALLFACE THE SAME DIRECTION.QUICK COUPLER VALVE BOXES SHALL BE LABELED "QCV"BALL VALVE BOXES "BV"17. ALL BOLTS FOR LOCKING VALVE BOX LIDS SHALL BE STAINLESS STEEL.18. CONTRACTOR SHALL CONTACT CITY OF CARLSBAD INSPECTOR PRIOR TO ANY TRENCHINGOPERATIONS.19. PROVIDE CONCRETE THRUST BLOCKS ON ALL MAINLINES 2-1/2" AND GREATER, PER DETAILAND SPECIFICATIONS. THE CITY OF CARLSBAD INSPECTION DEPARTMENT SHALL BENOTIFIED 48 HOURS (2 WORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALLWORK PERFORMED WITHOUT BENEFIT OF INSPECTION SHALL BE SUBJECT TO REJECTIONAND REMOVAL.20. CALSENSE CONTROLLERS, FLOW SENSOR, MASTER VALVE,PHONE MODEM ALL SHALL BETESTED AND WRITTEN CERTIFICATION PROVIDED BY CALSENSE TO CITY OF CARLSBADPRIOR TO TURN OVER OF PROJECT.21. THE NEW IRRIGATION MAINLINE AND VALVES SHALL BE HIGHLINED AND CONNECTED TO APOTABLE WATER SOURCE PENDING SUCCESSFUL COMPLETION OF A CROSS-CONNECTIONTEST PERFORMED BY CMDW AND DEH. FINAL CONNECTION TO THE EXISTING RECYCLEDIRRIGATION MAINLINE IS TO BE PERFORMED ONLY AFTER APPROVALS FROM CMDW ANDDEH.IRRIGATION DESIGN IS BASED UPON A MAXIMUM OPERATING PRESSURE OF 100 PSIWITH A MAXIMUM DEMAND OF 100 GPM AT THE POINT OF CONNECTION.WATER COMPANY: CITY OF CARLSBADPHONE NUMBER: 760-602-2420IRRIGATION NOTES:IRRIGATION SCHEDULE:PROPOSED BACKFLOWPREVENTER PERGRADING AND UTILITYPLANSEXISTING BACKFLOWPREVENTER PERGRADING AND UTILITYPLANS~®@ LS I IS ;:;:, I 0 (Q @ Volve Callout # ..-,i-----V(]lve Number # ~, fi o-t-----V<Jlve Flow -~=~----V(]lve Size @ @ Ea \ @ \ M \ \ I I --......,=:...------\ --Ea @ Ea Ea Ea - -/"''C~-=--=--=-~-1:=-==--=---:--~---:----:-~--~ I L -"AS BUil T" P.E. __ _ EXP.----REVIEWED BY: INSPECTOR ------DATE DATE l---+--+-----------+-----i---+----t-----1 I SHEET I CITY OF CARLSBAD I SHEETS I PARKS & RECREATION DEPARTMENT :==:::...::::===============:::::::===:c=====~==:::::; LANDSCAPE IRRIGATION PLAN, LEGEND, NOTES FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DAlE DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA 1E INITIAL DA 1E INITIAL OlHER APPROVAL CITY APPROVAL DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. 11 DRAWING NO.I 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 3ORW'DWH SP'UDZLQJ7LWOH 6,55'7/GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- /, POTABLE MAINLINE CROSSING7 ),1,6+*5$'(,1785)$5($6 3238352725+($'$1'12==/( :$/.25&85% %8,/',1*:$// :+(5($33/,&$%/( ),1,6+*5$'(,13/$17,1*$5($6 08/&+/$<(5,13/$17,1*$5($6 3853/(39&/$7(5$/ 3(53/$1 39&7((25(// 6;6;7 /(*(1' 127(6 0$5/(; 675((7(// ($&+ 6,=(3(5+($',1/(7 6&+39&1,33/( ($&+ 6,=(3(5+($',1/(7 $//39&),77,1*66+$//%(6&+ (;&(37:+(5(127(' $//6&+39&7+5($'66+$//%( :5$33(':,7+7()/217$3(25 5(&200(1'('%<0$18)$&785(5 3853/(&$3)255(&<&/(':$7(5 POP-UP ROTOR/SPRAY HEAD FOR RECYCLED WATER 635$<',67$1&(52725',67$1&($ $ 1 QUICK COUPLER FOR RECYCLED WATER /(*(1' 4 BALL/GATE VALVE FOR RECYCLED WATER )/2: 5 $ ($&+0$1,)2/'6+$//+$9($0$;,080 2) 6(3$5$7,21$//0$1,)2/'6$5( 72%(,167$//(',13/$17(5$5($6 :+(1(9(53266,%/(% $//9$/9(%2;(66+$//%(3853/(:,7+/2&.,1*&29(56)255(&<&/(':$7(5& $//9$/9(66+$//%(/$%(/(':,7+ '2 127'5,1. $ $ $ 127( %9 %9 4& MANIFOLD CONFIGURATION FOR RECYCLED WATER 6,'(:$/. 0$,1/,1(3,3,1*$1'),77,1*672$//&21752/9$/9(6 /(*(1' 35(6685(6833/</,1( 6((3/$1)256,=( %$//9$/9(6/,1(6,=( 6((,55,*$7,21/(*(1' 48,&.&283/(5 6((,55,*$7,21/(*(1' +($7%5$1'$//9$/9(6 (/(&75,&&21752/9$/9( 127(6 $//0$1,)2/'3,3,1*72%(3853/(39&$1'$//9$/9(66+$//+$9(3853/(723)255(&<&/(':$7(5 0,13,3(6,=(72$//48,&.&283/(56 6 327$%/( :$7(5/,1( RECYCLED WATER & POTABLE MAINLINE CROSSING8 )/2: 810257$5('%5,&.)281'$7,21 3853/(39&/$7(5$//,1(3(53/$1 6&+39&1,33/( 21(3,(&( 6&+39&(//7;76&+ 12786(' 6&+72(1,33/( 67 6&+39&1,33/( &/26( 39&)(0$/($'$37(5 REMOTE CONTROL VALVE FOR RECYCLED WATER /(*(1' 127(6 $ $//7+5($'('3,3(&211(&7,216:,//%(6($/(' :,7+29(5/$33,1*:5$362)7()/217$3($65(48,5('7235(9(17/($.$*(% :,5(&211(&7256:,//%(.%21(67(3 35(),//('7$1 25(48$/ & ',5(&7%85,$/&20021$1'&21752/:,5(6:,// %(&2,/('723529,'((;3$16,21&2,/6,16,'( 9$/9(%2; ' 3529,'((;3$16,21&2,/6$7($&+:,5( &211(&7,21,19$/9(%2; :5$3$5281'3,3(7,0(65(029(3,3( ( $//5(&<&/(':$7(59$/9(66+$//+$9(6,*1$*($77$&+('729$/9(67$7,1*'2127'5,1.3(5 :$7(5',675,&7$1'+($/7+'(3$570(17 5(48,5(0(176 3853/(5(&7$1*8/$5 3/$67,&9$/9(%2; &$5621 :,7+/2&.,1*/,'&21752//(5$1'9$/9(180%(5+($7%5$1'(',172723 :$7(53522):,5(&211(&72563(5127(6 5(027(&21752/(/(&75,&9$/9( 3(5/(*(1':,7+3853/(723 6&+39&81,2125,1*7<3( /$6&225(48$/ ),1,6+*5$'($//2:)2508/&+,16+58%%('66(7 )/86+,1785) 35(6685,=('39&0$,1/,1(3(5 /(*(1' 92/7',5(&7%85,$/:,5(6 )520&21752//(53(5/(*(1' &8%,&)2273($*5$9(/0,1 6833257,1*9$/9(%2; 6&+39&7((0$,1/,1( 6[6[6 3(5/(*(1' 3 ,1&+0$/(137,1/(7 ,1&/8'(' ,1&+ '(*5(((/%2: ,1&/8'(' ,1&+39&6&+1,33/( ,1&/8'(' ,1&+%$6.(7:($9(&$1,67(5 ,1&/8'(' 3853/(/$7(5$/3,3( ),1,6+*5$'( 3853/(39&6&+7((25(/ %8%%/(5 5$,1%,5'*30 ,1&/8'(' ,1&+3853/(*5$7( ,1&/8'(' 5227:$7(5,1*6<67(0 5$,1%,5' 5:6%&325$33529('(48$/ ,1&/8'(6*30%8%%/(5:,7+5,6(53853/(*5$7(6:,1*$66(0%/<0$/(137,1/(7$1'%$6.(7&$1,67(5 3($*5$9(/255:66$1'62&. 5:662&. )256$1'<62,/66(( ,55,*$7,21/(*(1' ,1&+6:,1*$66(0%/< ,1&/8'(' ,167$//7:2'((352276<67(063(5 75(( $ /(*(1' 127( RECYCLED WATER DEEP ROOT WATERING SYSTEM ,167$//'((352276<67(0 6 3(5 0$18)$&785(663(&,),&$7,216 % 2 ),1,6+*5$'( [373267 &$87,21 5(&<&/(':$7(5 $*8$5(&,&/$'$ '2127'5,1. 12720((/$*8$ ',$&21&5(7( $*(1&<2)-85,6',&7,211$0($1'25/2*2 127(6 $ 6,*166+$//%(0$18)$&785('2) $//80,1806+((77+,&.1(66 25*$ % 7+(6,*16+$//,1&25325$7($ 3853/(%$&.*5281':,7+:+,7( /(77(56$1'6<0%2/6 & 6,*166+$//%(02817('21[12035(6685(75($7(':22'3267 6(7,172&21&5(7($77$&+6,*172 326786,1*[$12',=('/$* 6&5(:6$1':$6+(56 ($&+ ' $//5(&/$,0(':$7(56,*1$*( 6+$//&203/<:,7+:$7(5$*(1&,(6 67$1'$5'6 7+,66,7(,6,55,*$7(':,7+ RECLAIMED WATER "DO NOT DRINK" SIGN9 9/19/16 0 NO SCALE 6 )----- 0 0 0 0 0 0 0 0 0 0 0 0 THREADED PVC SCH 80 NIPPLES {NO CLOSE NIPPLES TYP.} PURPLE PRESSURIZED PVC MAINLINE PER PLAN PVC FEMALE SXT ADAPTER PVC SCH 80 UNION 7 I "I -11 1-1 1 18" 5 VALVE WITH PURPLE TOP/HANDLE (SEE MANUFACTURER} AS SPECIFIED ON PLANS POSITION VALVE IN BOX SO THAT HANDLE IS FREE TO OPERATE. @ 10" ROUND PURPLE PLASTIC VALVE BOX FOR 2" VALVE AND SMALLER RECTANGULAR PURPLE PLASTIC VALVE BOX FOR 2 1/2" VALVE AND LARGER (PER SPECIFICATIONS) INSTALL 2" ABOVE FINISHED GRADE IN SHRUB BED; 1/2" ABOVE IN LAWN AREAS 0 FINISHED GRADE ® PURPLE PVC SCH 40 45DEG. FITTING @ PEA GRAVEL 1/2" DIAMETER (APPROX. 1 CU. FT.) @ UNMORTARED BRICK FOUNDATION NOTE: ALL RECYCLED WATER VALVE BOXES SHALL HAVE PURPLE LOCKING LIDS. 0 NO SCALE 0 NO SCALE 0 0 0 8 0 0 I 0 NO SCALE 0 NO SCALE ~ @ - -- .<1 .. "" - <1 . -t:, 0 0 0 0 0 0 0 0 0 0 0 0 ' 1 ....___o 0 " ' ,, ' 0 NO SCALE SIDEWALK CURB METER BOX WITH BOLT DOWN LID -SIZE TO FIT § 0 0 0 0 0 0 0 0 0 0 0 0 0 0 POTABLE WATER METER i--------1-24" -----~ POTABLE SERVICE LINE • 1-. 10' MINIMUM TO POTABLE MAINLINE IN STREET NOTE: RECYCLED WATER IRRIGATION MAINLINE WITH PURPLE SLEEVE VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECYCLED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. 0 NO SCALE DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 9 10 NOTES: G) 10"ROUND PURPLE COLOR PLASTIC VALVE BOX W/ LOCKING COVER & Q.C. HEAT BRANDED INTO TOP. 4 ® PURPLE QUICK COUPLER VALVE, :·• 0 0 ® 6 WITH ACME THREADS, PER PLANS FINISH GRADE. ALLOW 2" DEPTH FOR TOP MULCH EDGE OF WALK/FACE OF CURB, FENCE OR MOW BAND 7 ONE CUBIC FOOT PEA GRAVEL 8 SCH.BO P.V.C. NIPPLE 9 BRASS ELL 10 @ SCH.40 PURPLE P.V.C. MAINLINE STREET ELLS (2) REQUIRED PER QUICK COUPLER. NO MARLEX {BRASS} 12 SCH.40 P.V.C. TEE 13 COMMON BRICK 14 WARNING TAG 1. QUICK COUPLERS SHALL BE OF THE LOCKING TYPE, PURPLE LOCKING CAP. 15 GROUND COVER 2. ALL P.V.C. FITTINGS SHALL BE SCH. 40 EXCEPT WHERE NOTED. 3. QUICK COUPLER & VALVE BOX SHALL MEET RECYCLED WATER REQUIREMENTS 4. ALL SCH.BO P.V.C. THREADS SHALL BE WRAPPED WITH TEFLON TAPE. 5. QUICK COUPLER FOR RECYCLED WATER SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 6. QUICK COUPLER FOR POTABLE WATER SHALL BE LUG TYPE. 7. PROVIDE PURPLE CAP, COVER, AND ACME THREAD MODEL FOR QUICK COUPLERS USED IN RECYCLED WATER SYSTEM. 0 NO SCALE I TOTAL OF 20' MINIMUM (9 EXTEND 10' MINIMUM ' EXTEND 10' MINIMUM "' ON EITHER SIDE ct ON EITHER SIDE ;;:; s: ~~ ~ "' '""' STRE r' / ET SURFACE SLEEVE 2X PIPE SIZE CONSTANT PRESSURE RECYCLED WATER LINE NOTES: A. ALL RECYCLED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: -STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS. B. FOLLOW ALL WATER DISTRICT RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECYCLED WATER MAINS. 0 NO SCALE "AS BUil T" P.E. EXP. REVIEWED BY: INSPECTOR I SHEET I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE IRRIGATION DET.Ail.'3 FOR: DATE DATE I SHEETS I APPROVED BY: b'"\.J ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.1§.1909 EXP. 9/30/17 DAlE OWN BY: I PROJECT NO. 11 DRAWING NO.I DAlE INITIAL DAlE INITIAL CHKD BY: OlHER APPROVAL CITY APPROVAL RVWD BY: 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 3ORW'DWH SP'UDZLQJ7LWOH 6,55'7/GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- /, 127( 81',6785%('62,/ /$7(5$//,1(63(53/$1 ,55,*$7,210$,1/,1(3(53/$1 ',5(&7%85,$/&21752/:,5(6 ),1,6+('*5$'( 3$9,1*3(53/$1 0$5.,1*675,3 6$1'%('',1*0$7(5,$/ &/($1&203$&7('%$&.),// /(*(1' 0,1 6&+39&6/((9([3,3( 6,=(',$0(7(50,1 9$5,(6$//3,3($1'&21752/:,5(81'(5 3$9(0(176+$//%(,167$//(',1$ 39&6/((9( %$&.),//0$7(5,$/6+$//%( &203$&7('72$5(/$7,9( &203$&7,212) 0,1 35(6685(0$,1/,1(6+$//%( ,167$//('21$6$1'%('$1'&29(5('%<2)6$1'35,2572$1<27+(5%$&.),//0$7(5,$/ IRRIGATION SLEEVING 1 ),3;),36&+39&(// 3853/(39&/$7(5$//,1(3,3( %5$6648,&.',6&211(&7 ),1,6+*5$'( 39&%$//9$/9( ),3;),3 0,3;),36&+39&(// /(*(1' 127( :+(1)/86+,1*7+( 6<67(0&211(&7+26(72%5$6648,&.',6&211(&7$1'',5(&7721($5(67/$1'6&$3($5($ RECYCLED WATER FLUSH VALVE ASSEMBLY 6/,3;0,376&+ 39&),77,1* &586+('*5$9(/ 6803 &8)7 6&+3853/(39&3,3( /(1*7+$65(48,5(' 5281'3853/(9$/9(%2; %5$1' )/86+ 21/,'$77$&+ '2127'5,1. 7$*219$/9( 5RECYCLED WATER DRIP AIR RELIEF VALVE IN BOX *5$'(),1,6+(' $,55(/,()9$/9($663(&,),('3(5 ,55,*$7,21/(*(1' 5281'3853/(3/$67,&9$/9(%2;3(563(&,),&$7,216 )37;037(// ;037$'$37(5 39&/$7(5$/6,=($1'7<3(3(5 ,55,*$7,21/(*(1' 7+,&./$<(52):$6+('*5$9(/7+(%2;6+$//5(6783217+(52&.%(''2127(;7(1'*5$9(/ ,172%2; /(*(1' 4 6(&7,21 3/$1 3853/(9$/9(%2;:,7+&29(53(5 ,55,*$7,2163(&,),&$7,216 :$7(53522)&211(&7,217<3,&$/ 9$/9(,'7$* ,1&+/,1($5/(1*7+2):,5(&2,/(' 35(6685(5(*8/$7,1*),/7(53(5 0$18)$&785(5 65(&200(1'$7,216 39&6&+)(0$/($'$3725 3853/(/$7(5$/3,3( 5(027(&21752/9$/9($663(&,),('21 ,55,*$7,21/(*(1' 39&6&+(// 39&6&+1,33/( /(1*7+$65(48,5(' 39&6&+1,33/( ,1&+/(1*7++,''(1 $1'39&6&+(// 39&6&+7((25(// 39&0$,1/,1( ,1&+0,1,080'(37+2),1&+:$6+(' *5$9(/ ),1,6+*5$'( TYPICAL DRIP CONTROL VALVE KIT FOR RECYCLED WATER /(*(1' $ $//7+5($'('3,3(&211(&7,216:,// %(6($/(':,7+29(5/$33,1*:5$362) 7()/217$3($65(48,5('7235(9(17 /($.$*( % :,5(&211(&7256:,//%(.% 21(67(335(),//('7$125(48$/ & ',5(&7%85,$/&20021$1'&21752/ :,5(6:,//%(&2,/('723529,'( (;3$16,21&2,/6,16,'(9$/9(%2; ' 3529,'((;3$16,21&2,/6$7($&+:,5( &211(&7,21,19$/9(%2; :5$3 $5281'3,3(7,0(65(029(3,3( ( $//5(&<&/(':$7(59$/9(66+$// +$9(6,*1$*($77$&+('729$/9( 67$7,1*'2127'5,1.3(5:$7(5 ',675,&7$1'+($/7+'(3$570(17 5(48,5(0(176 127(6 3 (;+$867+($'(5 6833/<+($'(5 &+(&./21*(67 /$7(5$/$*$,167 0$;,080/(1*7+ 2)6,1*/(/$7(5$/7$%/( 727$/7+(&20%,1('/(1*7+2)7+(6(/$7(5$/6$1'&203$5(,7$*$,1677+( 0$;,080/(1*7+ 2)6,1*/( /$7(5$/7$%/( %5$1&+,1*287/$7(5$/6 -2,1,1*/$7(5$/6$5($6 75,$1*8/$5,55(*8/$5 39&0$,1/,1( '5,3/,1(63$&,1*$6 127(' &(17(5)(('(;$03/((1')(('(;$03/( $8720$7,&/,1()/86+,1* 9$/9(3/80%('7239&25 32/</,1($6127(' 7<3,&$/7(&+/,1(78%,1* /$7(5$/6:,7+(0,77(563$&,1*$6127('7,('2:167$.($7$//7((6(//6$1'$7 2&$7&/$< 2&$7/2$025 2&$76$1' '5,39$/9(),/7(5 5(*8/$725 32/<(7+</(1(2539&+($'(5 7<3,&$/2))6(7 )520 +$5'6&$3( )5203/$17('$5($ 7<3,&$/67$57&211(&7,21 6;6;77((:7(&+/,1(0$/($'$37(5 7<3,&$//$7(5$/ 3,3()5209$/9( $66(0%/<6,=(3(5 3/$16 7<3,&$/2))6(7)520 +$5'6&$3()5203/$17('$5($ :$7(56285&( '5,39$/9(25/$7(5$/)5209$/9( 7<3,&$/6833/<+($'(5 7<3,&$/7(&+/,1('5,33(5/,1(78%,1*72%(%85,('%(/2:),1,6+*5$'(,1/$1'6&$3($5($6 %(/2:),1,6+*5$'(,13/$17(53276 7<3,&$/39&2532/<6833/<25(;+$867+($'(572%(%855,('0,1%(/2:*5$'( $8720$7,&/,1()/86+9$/9( 3/80%('7239&2532/< /$<287,6/$1' ,55(*8/$5$5($6 2''&859(6 6/23()(('/$<287 0$; (/(9$7,21 &+$1*( 0$18$//,1()/86+,1*9$/9( 7(&+/,1(&9/$7(5$/78%,1* /$7(5$/63$5$//(/727+( &21728562)7+(6/23( 39&(;+$867+($'(5 72(2)6/23( 7232)6/23( 39&6833/<+($'(5 5(027(&21752/ 9$/9($66(0%/< %277202)6/23( &219(17,21$/63$&,1* 3/86 7232)6/23( &219(17,21$/63$&,1* 7(&+/,1(&90$;,080/(1*7+2)6,1*/(/$7(5$/ )((7 7(&+/,1(&9)/2:3(5)((7 TYPICAL DRIPLINE REQUIREMENTS FOR RECYCLED WATER2 9/19/16 \ .-_-A'. V . • .a. '_. I .-:A. 0 NO SCALE NO SCALE 0 § 0 0 0 8 0 0 0 0 0 0 0 0 0 r( 0 v 0 0 (-< ) 0 0 0 0 r I ~ I 1~ I - I I I I I I I I -- ~ NO SCALE r---1 _J ---- DRIPPER SPACING 12" DRIPPER FLOW RATE (GPH) 0.26 0.4 0.6 0.9 0.26 w 0:: ::, 15 127 109 86 65 177 (/) (/) 25 427 325 256 194 604 w 0:: o._ 35 539 409 322 244 763 t;;-:::- _J (/) 45 618 469 369 280 877 z"-~ DRIPPER 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH SPACING GPH GPM GPH GPM GPH 12· 26.40 0.44 40.00 0.67 61.00 18" 17.58 0.29 26.67 0.44 41.00 24" N/A N/A N/A N/A 31.00 "' 0 0 0 0 0 0 0 NO SCALE 18" 24" 0.4 0.6 0.9 0.6 0.9 151 120 91 152 11 6 459 361 274 458 348 579 456 346 580 440 664 523 397 666 506 DRIPPER 0.9 GPH DRIPPER GPM GPH GPM 1.02 92.00 1.53 0.68 61.00 1.02 0.51 46.00 0.77 12" MIN DAlE INITIAL ENGINEER OF WORK ~ll rnca lii"i - I 1-~I ~-W-"'-1•• lii"i ~ I I I I ~ ~ 0 NO SCALE REVISION DESCRIPTION I DAlE INITIAL 01HER APPROVAL . . .,·--},/ I --I -, I /-_ _) 0 0 0 0 0 0 0 0 0 0 r,,, ,\; " ', ) _J } .. ,( "-/ I I "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE IRRIGATION DETAII.'3 FOR: APPROVED BY: 6''-' ~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/17 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I DAlE INITIAL CHKD BY: CllY APPROVAL RVWD BY: 1,5/LP-2.03/LP-2.03/LP-2.02/LP-2.024" UNIVERSAL GUIDE ROOT BARRIER, MODEL # UB21-2, MANUFACTURER:DEEPROOT, AVAILABLE THROUGH IMPERIAL SPRINKLER SUPPLY ORAPPROVED EQUAL. PH: (714) 792-2925.NOTE: PLANT QUANTITIES ARE SHOWN FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANT MATERIAL TO COVER AREAS SHOWN IN DRAWINGS AT THE SPECIFIED SPACING.TREESBOTANICAL NAMECOMMON NAMESIZEQTYDETAIL LAGERSTROEMIA INDICA `GLENDORA WHITE`GLENDORA WHITE CRAPE MYRTLE36"BOX12 PINUS HALEPENSISALLEPO PINE36"BOX3 QUERCUS ILEXHOLLY OAK36"BOX10 RHUS LANCEAAFRICAN SUMAC36"BOX2EXISTING TREESBOTANICAL NAMECOMMON NAMESIZEQTYDETAIL PYRUS CALLERYANA `ARISTOCRAT` TMARISTOCRAT FLOWERING PEAR36"BOX2SHRUBSBOTANICAL NAMECOMMON NAMESIZESPACINGQTYDETAIL ARCTOSTAPHYLOS X `HOWARD MCMINN`HOWARD MCMINN MANZANITA15 GAL 72" o.c. 13 ARISTIDA PURPUREAPURPLE THREEAWN1 GAL 24" o.c. 304 CALLIANDRA CALIFORNICARED BAJA FAIRY DUSTER5 GAL 48" o.c. 117 EPILOBIUM CANUMHUMMINGBIRD TRUMPET1 GAL 36" o.c. 211 ERIOGONUM GRANDE RUBESCENSRED BUCKWHEAT5 GAL 36" o.c. 133 GALVEZIA SPECIOSA `FIRECRACKER`BUSH SNAPDRAGON5 GAL 36" o.c. 193 HETEROMELES ARBUTIFOLIATOYON15 GAL 72" o.c. 15 MUHLENBERGIA CAPILLARISPINK MUHLY5 GAL 36" o.c. 58 RHAMNUS CALIFORNICA `EVE CASE`CALIFORNIA COFFEEBERRY5 GAL 72" o.c. 81 RHUS OVATASUGAR BUSH15 GAL 72" o.c. 13 SESLERIA AUTUMNALISAUTUMN MOOR GRASS1 GAL 24" o.c. 241 VIGUIERA LACINIATASAN DIEGO COUNTY VIGUIERA1 GAL 36" o.c. 179GROUND COVERSBOTANICAL NAMECOMMON NAMECONTSPACINGDETAIL 3" DEPTH MULCHMULCH BACCHARIS PILULARIS `PIGEON POINT`COYOTE BRUSH1 GAL 24" o.c. CEANOTHUS GRISEUS HORIZONTALIS `YANKEE POINT` CALIFORNIA LILAC1 GAL 24" o.c. ERIGERON GLAUCUSBEACH DAISY1 GAL 12" o.c.SOD/SEEDBOTANICAL NAMECOMMON NAMECONTSPACINGDETAIL MARATHON II DWARF TALL FESCUEAVAIALBLE THROUGH SOUTHLAND SOD FARMS SODPLANT SCHEDULEELECTRICVEHICLE ONLYELECTRICVEHICLE LIMIT OF WORKLIMIT OF WORKLIMIT OF WO R KSDG PROJECT NO: 15-406PLT DATE: 07/28/16 86AVIARA COMMUNITY PARK491-34604ECE2hniLc.ACwww.scpe elt hoCHsT DDNAAB LW HTIMINAo4NV,219idt es gn.c1-632}91138,im{ed631 9f elimiscaZ3m624GTNGNA R T ISOR N M ESNIN VIGI,PU IPX R E S S IS E N S I TRCITAOEL98-632} 716{ 9 2G.I N D E S IYCO NI V I TNxS11i9DeAvenu ,San iego,CAth2101iSu te005,110 10 20 401" = 20'-0"SCALE :Plot Date: 2016-09-14; 02:23pm, Drawing Title: 15-406 S-PLT.dwg, User ID: lchiccone LC, JFMMJTB, JJ85LP-1.0• • / / 0 8 0 0 0 0 0 0 0 0 0 0 0 ------,---m rnJ] ,, ' \ / I / \ \ / if v + \ + w + w I ~ 0 z \ -~---DAlE INITIAL ENGINEER OF WORK •v V ~;::.--/ ,, / w " + /" ,{ + ' + + ' + + -~-\ " ~ -< + ---\----~--\ ------\, REVISION DESCRIPTION " -\----/ ~/~~'t==~~-=--=-=-=1~=---~~ .. ~ I DAlE INITIAL OlHER APPROVAL I L DAlE INITIAL CITY APPROVAL "AS BUil T" P.E. EXP. DATE REVIEWED BY: INSPECTOR DATE I SHEET I I SHEETS I CITY OF CARLSBAD PARKS & RECREATION DEPARTMENT LANDSCAPE PLANTING PLAN & LEGEND FOR: APPROVED BY: JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE.i§.1909 EXP. 9/30/17 DAlE DWN BY: I PROJECT NO. 11 DRAWING NO.I CHKD BY: RVWD BY: 6'*352-(&712 3/7'$7( $9,$5$&20081,7<3$5. E CE 2 h n iLc.AC www.sc peeltho CHs T DD NAABLWHTI MI N A o 4 NV ,219 idtesgn.c 1-632}91 138, im {e d 6 319 felimisca Z 3 m 62 4 G TN GN ARTISORNME S NINV I GI ,PUI PXRESSISENSIT R CITA O EL 98-632}716{9 2 G . IN DESIY C ONIVIT N xS11i9DeAvenu ,San iego,CAth 2101iSute005,11 3ORW'DWH SP'UDZLQJ7LWOH 63/7'7/GZJ8VHU,' OFKLFFRQH/&-) 00 -7%-- /3 (4(4(4 (;,67,1*68%*5$'( $0(1'('3/$17,1*%$&.),//3(5 3/$17,1*127(6 63(&,),&$7,216 6((3/$16 5227%$//6/,*+7/<+,*+(57+$1 ),1,6+('*5$'( ),1,6+('*5$'( 08/&+/$<(5,167$//(' %()25(3/$17,1* 3/$177<3($1'63$&,1*$6 63(&,),('213/$16 ('*(2)3/$17,1*$5($ ',67$1&()520('*(2)3/$17(5 72&(17(52)3/$1772%(7+( 63(&,),('63$&,1* /(*(1' 127( $ .((308/&+)5207581.2) 75((6+58%25*5281'&29(57<3 GROUNDCOVER PLANTING4 &2175$&7256+$//5(9,(:3/$17,1*63(&,),&$7,216%()25( %(*,11,1*:25. &2175$&7256+$//5(9,(:3/$17,1*,167$//$7,21'(7$,/635,2572 %(*,11,1*:25. &2175$&7256+$//9,6,76,7($1'%(&20()$0,/,$5:,7+&21',7,216 81'(5:+,&+:25.6+$//%('21(35,2572%,'',1* $//:25.:,//%(,1$&&25'$1&(:,7+7+(5(48,5(0(1762)7+(&,7< 2)&$5/6%$'$1'7+(7(&+1,&$/63(&,),&$7,216)257+(352-(&7 &2175$&7256+$//127,)<5(6,'(17(1*,1((52)$1<',6&5(3$1&,(6 ,17+((;,67,1*&21',7,21625:,7+,17+(3/$1635,2572%(*,11,1*:25. 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21(<($5%(*,11,1*)5207+('$7(2)7+(),1$/$&&(37$1&(2)7+((67$%/,6+0(173(5,2' $7&203/(7,212)7+((67$%/,6+0(173(5,2'$33/<&200(5&,$/ )(57,/,=(5 $7/%66)72785)$5($621/<$1':$7(5 ,00(',$7(/<:,7+$7+2528*+,55,*$7,21&<&/( &2175$&725,65(63216,%/()250$,17$,1,1*$//$5($6,1$:((' $1''(%5,6)5((&21',7,217+528*+2877+((67$%/,6+0(173(5,2' &225',1$7(3/$&(0(172)75((6:,7+6,7(/,*+7,1*&$123<2) 75(($78/7,0$7(6,=(6+$//127%(3/$&('62$672&21)/,&7:,7+ /,*+7,1*7+52:$/21*3$5.:$/.:$<6 3/$170$7(5,$/6+$//%(*52:181'(5&/,0$7,&&21',7,2166,0,/$5 727+26(2)7+(352-(&76,7( 3/$17,1*127(6 35(9$,/,1*:,1' 0 0,1;5227%$//127( 0$,17$,1$ &,5&/(2)08/&+$5281' $//75((612785)6+$//2&&85:,7+,17+,6 $5($ TREE PLANTING 3/$17,1*%$&.),//3(5127(6$1' 63(&,),&$7,216 528*+(16,'(6$1'%277202)3,7 ),1,6+('*5$'(2)/$:1 &,1&+7,(0$18)%<9,7&203$1< ,1&$77$&+3(50$18)63(& 6 $1'6(&85(:,7+)855,1*1$,/$7 67$.( 08/&+/$<(53(53/$16$1'127(6 5227%$//6/,*+7/<+,*+(57+$1 ),1,6+('*5$'( ',$; /21*/2'*(32/( 67$.(6)2575((6%2;$1' /$5*(5 :$7(5%$6,1 3/$17,1*7$%/(763(5127(6$1' 63(&,),&$7,216 62,/%$//5(67,1*21),5062,/72$92,'6(77/,1* /(*(1' 1 /(*(1' ROOT BARRIER 127(6 $&2175$&7256+$//,167$// $1'$66(0%/(5227%$55,(5 3(50$18)$&785(56 5(&200(1'$7,216 '((35227%$55,(5 3(563(&,),&$7,216 $66+2:1213/$16 $/21*)$&(2)3$9,1* &85%:$//(7& &21&5(7(3$9,1*3(5 3/$1 :+(5($33/,&$%/( (;7(1'7232)5227 %$55,(50,1,080 $%29(),1,6+('*5$'( 75((3/$17,1*3(5 '(7$,/6 &21&5(7(&85%3(53/$16 :+(5($33/,&$%/( 2 /(*(1' SHRUB PLANTING 127(6 $ .((308/&+)5207581.2)75(( 256+58%7<3 3/$17,1*%$&.),//3(5127(6 $1'63(&,),&$7,216 528*+(16,'(6$1'%277202) 3,7 ),1,6+('*5$'( 08/&+/$<(5 5227%$//6/,*+7/<+,*+(57+$1 ),1,6+('*5$'( :$7(5%$6,1 62,/%$//5(67,1*21),5062,/ 72$92,'6(77/,1* )256/23(&21',7,216&+$0)(5 6/23(7235(9(17(526,21 7,0(6 5227%$//:,'7+ 3 35(9$,/,1*:,1''(37+2);5227%$// TREE PLANTING AT DECOMPOSED GRANITE 3/$17,1*%$&.),//3(5127(6$1' 63(&,),&$7,216 528*+(16,'(6$1'%277202)3,7 ),1,6+('*5$'(2)'(&20326('*5$1,7( &,1&+7,(0$18)%<9,7&203$1<,1& $77$&+3(50$18)63(& 6$1'6(&85( :,7+)855,1*1$,/$767$.( 1$ 5227%$//6/,*+7/<+,*+(57+$1 ),1,6+('*5$'( ',$; /21*/2'*(32/(67$.(6 127( 86(7:267$.(6)2575(( 6 *$//21 $1'/$5*(5 1$ 3/$17,1*7$%/(763(5127(6$1' 63(&,),&$7,216 62,/%$//5(67,1*21),5062,/72$92,' 6(77/,1* /(*(1' 6&+3(5)25$7('3,3(:,7+)/$7 *5$7(&$3:5$33,3(:,7+),/7(5)$%5,& 62&7:23(575((2123326,7(6,'(6 2)5227%$//&225',1$7(:,7+ ,55,*$7,21:(//63/$&(0(17 ;&/$66,,6803 &217$,1(56,=( 47< 021,725,1*:(//6&+('8/( %2;5227%$//58%%(575((7,(6 /223(',1 ),*85( $5281'7581.2) 75((7581. ',$ /2'*(32/( 67$.(0,1 /(1*7+ ($&+75((7,( 6+$//%(1$,/(' 7267$.(86,1* *$/9$1,=(' 1$,/6 3/$1 35(9$,/,1*:,1' 5 9/19/16 0 NO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 0 NO SCALE 0 NO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . ill · .. " • . . , . - • • --. . . . -. , . , -· •• b •, C. ' i, c, • 0 o • _c. o ,i, ."'" ,··-.,·~-. , . . . · .·:-· ........ -----· -~--~ 0 NO SCALE 0 NO SCALE 0 0 0 0 0 0 0 0 0 0 0 0 0 P.E. __ _ REVIEWED BY: INSPECTOR "AS BU I LT" EXP. ___ DATE DATE I SHEET I CITY OF CARLSBAD I SHEETS I l----+----1--------------+----t-----t--;--, PARKS & RECREATION DEPARTMENT l----+----1--------------+----t-----t--;--, LANDSCAPE PLANTING NOTES Ile DETAIIB FOR: APPROVED BY:~ JOHN EDWARD MAASHOFF PUBLIC WORKS MANAGER PE 1909 EXP. 9 30 17 DATE DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. II DRAWING NO.I CHKD BY: __ RV'ND BY: