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Home My WebLink AboutDWG 467-1L; CUP 139B; ST ELIZABETH SETON CATHOLIC CHURCH; 01-23INSPECTION PROCEDURES INSPECTION Of THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE WORK, OR HIS DESIGNATED AGENT. REFER TO THE SPECIFICATIONS FOR THE SCHEDULE OF REQUIRED INSPECTIONS AND REQUIRED SUBMITTALS. FOLLOWING COMPLETION OF THE WORK, THE LANDSCAPE ARCHITECT OF THE WORK WILL CERTIFY THAT THE INSTALLATION HAS BEEN COMPLETED BY SUBMITTING THE "FINAL LANDSCAPE CERT/FICA TION FORM". A REQUEST FOR FINAL INSPECTION BY THE CITY MUST ALSO BE MADE BY CALLING THE INSPECTION REQUEST LINE. FINAL LANDSCAPE CERT/FICA TION FORM -FAX TO 760.944.8943 LANDSCAPE INSPECTION REQUEST PHONE LINE -760.602.4602 BACKFLOW PREVENTER TESTING ALL /RR/GA TION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE VALLECITOS WATER DISTRICT. PIPE BETWEEN THE ME.TER AND BACKFLOW PREVENTER SHALL BE SCH. 'K' HARD COPPER. APPROVED BACKFLOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT www.c/.carlobad.ca.uolpdfdoc.html?pld=340 AS-BUILT PLANS THE CONTRACTOR SHALL PROVIDE TO THE LANDSCAPE ARCHITECT A SET OF "AS-BUil 1" PLANS AT THE PRE-MAINTENANCE WALK-THRU. THIS COMPLETE SET OF "AS-BUil T" DRAWINGS ARE TO SHOW EXACT LOCATIONS OF ALL ITEMS INSTALLED. CORRECTIONS AND CHANGES ARE TO BE DRAWN IN RED INK. DRAWINGS ARE TO BE LEGIBLE AND ACCURATE. DIMENSION LOCATIONS OF VALVES, MAINLINES, CONTROL WIRES, WATER SOURCES, AND OTHER EQUIPMENT FROM TWO VISIBLE STATIONARY POINTS. THE PRE-MAINTENANCE WALK-TH RU WILL NOT BE HELD WITHOUT COMPLETE AS·BUILTS, THE LANDSCAPE ARCHITECT WILL PREPARE FINAL AS-BUILT PLANS FOR THE CITY FROM THE CONTRACTOR REDLINES, FINAL AS-BUILT PLANS WILL BE REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY. FINAL MYLARS WILL BE REQUIRED TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO THE PLANNING DEPARTMENT SIGNING THE PERMIT CARD. SECTION" 4WS I 4217 OF THE OOV~NMENT CODE RBQt:lRES A DIO Al.U:T lDEl\'TlFlCATJON NUMBElt BE !SSUED BEFORB A '"PERMIT TO EXCA VA TB' WILL BB V Al.JI). FOil YOUR DJO ALERT lDENnf!CA TION NUMBOl CALL 1.,'SDEROROUND SER VJ CE ALERT. TOLL FREE 1-800-422-4133 (TWOWURKINO DAYS BE!'OREYOU DIG) II SAINT ELIZABETH SETON CATHOLIC CHURCH PARISH HALL LANDSCAPE PLANS RliVISIONS DV & 10.28.10 HGB L L L L L CARLSBAD, CALIFORNIA 2 3 o s El CAJON BLVD. SHEET INDEX & 1 L-0.1 2 L-1.1 3 L-1.2 4 L-1.3 5 L-2.1 6 L-2.2 7 L-2.3 8 L-2.4 9 L-2.5 10 L-3.0 11 L-3.1 12 L-3.2 13 L-3.3 14 L-3.4 15 L-4.1 16 L-4.2 17 L-4.3 18 L-5.l 19 L-5.2 20 L-5.3 21 L-5.4 22 L-5.5 23 L-6.l LANDSCAPE TITLE SHEET LANDSCAPE DEMOLITION PLAN WEST LANDSCAPE DEMOLITION PLAN EAST LANDSCAPE DEMOLITION CONFERENCE BUILDING PATIO LANDSCAPE CONSTRUCTION PLAN WEST LANDSCAPE CONSTRUCTION PLAN EAST CONSTRUCTION PLAN ENLARGEMENT NORTH CONSTRUCTION PLAN ENLARGEMENT SOUTH CONSTRUCTION PLAN ENLARGEMENT COFERENCE BUILDING PATIO IRRIGATION TITLE SHEET IRRIGATION PLAN WEST IRRIGATION PLAN EAST IRRIGATION DETAILS IRRIGATION PLAN CONFERENCE BUILDING PATIO PLANTING PLAN WEST PLANTING PLAN EAST PLANTING PLAN CONFERENCE BUILDING PATIO HARDSCAPE DETAILS FENCE & RAIL DETAILS WALL DETAILS CONFERENCE BUILDING PATIO HARDSCAPE DETAILS CONFERENCE BUILDING PATIO WALL & TRELLIS DETAILS PLANTING DETAILS VOCONITY MAP E§ "WEST SHEETS" L• I, I DEMOLITION PLAN WEST L,2, I CONSTRUCTION PLAN WEST L•J,I IRRIGATION PLAN WEST L·4, I PLANTING PLAN WEST \ \ \ \ >; • L• I ,J LANDSCAPE DEMOLITION PLAN L-2,S CONSTRUCTION PLAN~ ~ & L•J,4 IRRIGATION PLAN~ L-4,J PLANTING PLAN ·· .. CONFERENCE BUILDING PATIO DECLARATION OF RESPONSIBILITY I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEV/NED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH THE CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/FICA TIONS BY THE CITY OF CARLSBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME. AS THE LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED LANDSCAPE CONCEPT PLAN, FIRE PROTECTION PLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LANDSCAPING. FIRM NAME AND ADDRESS, DENEEN POWELL ATELIER, INC. JON POWELL 2305 EL CAJON BLVD .• SAN DIEGO. CA 92104 PHONE NO, 619.294.9042 BY: JON POWELl!J'~ DATE: 1.13.11 REGISTRATION NUMBER; C 264o EXP/RATION DA TE, 11.30.11 .. SITE KEY PLAN NO SCALE SANTA I I " tli;n$he P41,,._ • ·va,,,, Ai'Jlllt\ ' ~ ~ \ ' ' ' ' ----\ \ ISABEL EXISTING SANCTUARY STREET ' \ ' ~ BLDG. SUB.Mfl'l'AL 03 JUNE3, 2010 ENGINEER'S SIGNATURE APPROVED ((uh o(µ,.,/ 0.2/v,/i, ENGINEERiNJFLAN HECKER DAfE 1 "EAST SHEETS" \ L•l,2 DEMOLITION PLAN EAST \\ L•l,l CONSTRUCTION PLAN EAST t L-3,l IRRIGATION PLAN EAST 1 L-4,l PLANTING PLAN EAST ~ I I \ f ' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. IAN DIEGO, CA 92.04 TBL, 61P.294.9042 PAX, 619.294.9028 www.dpadtsign.co111 L-0.1 11AS BUil T11 /0-/.// DATE REVIEWE?BY: ftd-:1-,4-'. ~IA INSPECTOR DATE ,_1_0._28_.1_0,_H_G_B ___ i'l_c_o_NF_E-RE_N_cE_B_u_,L_D1_NG-PA_T_,o_RE_M_o_D_EL--+----+----+------,,____----< I sH1EET I CITY OF CAR LS BAD fSHEm73 Pl.ANNINO DEPARTMENT ~ :====:..:::::=========--==~ LANDSCAPE Tl'l'LE S1-IEET ST, ELl~ABETH SETON CATHOLIC CHURCH APPROVED 1t . (, ~i~-tt ., , , l-~·ll Pl.ANNINO DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OWNBY: KEE PROJEC1NO. DRAWINONO. DATE IN1TIAL DATE INITIAL CHKD BY: JLP OTHER APPROVAL CffY APPROVAL RVWDBY: Ct:P 139 (B) -167-lL OfH);l4 0224-11 I -r N ,, uJ +> '<-,,---' \ CAR ,,,.-" I ,'t:'.'- 12" PfOPERf · LINE R.O.W. \ ~ \ \ \ I I I \ \ \ \ \ \ ', \ \ \ \ I I ~ "~ , ~s------, \ \s . RHAPHIOLEPI s DELOSPERMA, IVY & 36" A ASPARAGUS// ' / ' ' ,,, '" II SID "':. ----J-----. / ', \ o-. . . · "REMO~E DELOSPERMA (;_ROUND COVER ONLY 0 0 ------.. ---.. MISC. GROUND COVER -~ -__ . ---~ > ~~~-== "' - 0 ------1, ---.. --- 0 SEE SHEET L-1,3 FOR DETAIL IN THIS AREA ------- EXISTING CONFERENCE BUILDING ---------.. --- ,• ---CP" __ ..-----o"' - _ 1,_-~~~i- /C, --..--: ~--""' ""' L • ""REMOVE AL'L - EX. WALLS & _ WALKS WlfH/N ·' DEMOL/f/ON 7 •. L/MlfS I I 10.28.10 HGB DATE INITIAL ENGINEER OF WORK N • -.:. BLDG, SUBMflTAL 03 JULY 7, 2010 • SEE SHEET L-I ,2 FOR DEMOLITION LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ti CONFERENCE BUILDING PA no REMODEL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: REVISIONS DV & 10.28.10 HGB 6 6 6 6 6 2 :;t o s EL CAJON BLVD. . I SAN DIEGO, CA 92104 I TEL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com NORfH © JONLPOWELL f_;, #2.641 & ~= ,,.~, q ~ ~ . • 1.13.11 =~ 01' CALl'i o 10 20 40 ----- /(J,/.// DATE INSPECTOR DATE CITY OF CARLSBAD PLANNING DEPARTMENT LANDSCAPE DEMOLITION PLAN WES'l' SHEETS 23 :1 ., ' -r L EXISTING SANCTUARY I ~ I l" ZI I I ~· ◊ ) • SANTA ISABEL I I I / \ \ " ' '- 7" TR/ CON I I • ' \ I ,,,.,,--- / I \ \ I ' / '--~ \ I I \ I I I \ I I \ I I \ I =~,~f=a==':=;1-::::;--- ....... lS) / ---4-- STREET ':a t ; -\ "' ~ I ~ I 6"~AACE -I~...._'\ ---- 6" Pl~ ACE I \ ' I \ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I I 7'' TR/ CON \ I I \ I I \ I I \ I \ I I \ \ I \ I I \ --~ / '- // DEM~LITION LEGEND I \ • 5" TRI qoN EXISTING TREE TO REMAIN \ I \ I •'_,__=c±--~/ ___ EXISTING TREE TO BE REMOVED EXISTING SHRUB TO REMAIN -EXISTING SHRUB TO BE REMOVED -SPECIES NOTED ™ EXISTING TURF I GROUND COVER TO BE REMOVED -® SAWCUT EXISTING PAVEMENT 0 REMOVE EXISTING CONCRETE PAVEMENT 0 EXISTING EXPOSED AGGREGATE PAVEMENT TO REMAIN ® EXISTING CONCRETE PAVING TO REMAIN 0 REMOVE EXISTING RAMP, HANDRAILS, WALLS ® EXISTING STEPS, HANDRAILS, WALLS TO REMAIN @) EXISTING PLANTER WALL TO REMAIN 0 EXISTING SEAT WALL TO REMAIN ® EXISTING WALL/PLANTER TO BE DEMOLISHED DEMOLITION NOTES 1. SEE CONSTRUCTION PLANS, SHEETS L-2.1 & L-2.2 FOR THE DIMENSIONS OF NEW PAVEMENTS, CURBS AND OTHER WORK THAT ESTABLISHES THE LIMITS OF DEMOLITION 2. ALL ASPHALT AND CONCRETE PAVEMENTS ARE TO BE SAWCUT AT THE LIM/TS OF DEMOLITION. JACK-HAMMERED OR BROKEN PAVEMENT EDGES AND CRACKED EX/STING PAVEMENTS WILL NOT BE ACCEPTED IN THE FINAL CONSTRUCT/ON. 3. VERIFY LOCATIONS OF UNDERGROUND UT/LIT/ES PRIOR TO BEGINNING DEMOLITION. UTILITY LOCA T/ONS SHOWN ON THE PLANS ARE APPROX/MATE ONLY. ALL EXISTING UT/LIT/ES MAY NOT BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCA T/ONS OF ALL UNDERGROUND UT/LIT/ES PRIOR TO DEMOLITION OR CONSTRUCT/ON. 4. ALSO SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION. 5. ALSO SEE /RR/GA T/ON PLANS FOR EXISTING /RR/GA T/ON SYSTEM CONNECTIONS. 6. THE CONTRACTOR IS TO OBTAIN A SET OF EXISTING IRRIGATION PLANS AND DISCUSS UPCOMING DEMOLITION WITH THE CHURCH'S MAINTENANCE PERSONNEL PRIOR TO STARTING SITE DEMOLITION. A PRE-DEMOLITION MEETING WITH CHURCH PERSONNEL AND THE LANDSCAPE ARCHITECT AT THE SITE IS REQUIRED PRIOR TO BEGINNING LANDSCAPE OR IRRIGATION DEMOLITION. 7. THE EXISTING /RR/GA TION SYSTEM SERVING PLANTED AREAS TO REMAIN IS TO REMAIN OPERATIONAL THROUGHOUT THE CONSTRUCTION PERIOD. CAP MA/NS AND LATERALS, INSTALL TEMPORARY HIGH LINES AND RE-ROUTE PIPING AND WIRING AS REQUIRED TO ALLOW FOR PROPER CONTROLLED OPERATION OF THE EX/STING SYSTEM. NO PORT/ON OF THE SYSTEM SERVING EXIST/NG PLANT/NG AREAS TO REMAIN MAY BE DOWN (NOT OPERA T/ONAL) FOR A PERIOD OF LONGER THAN TWO (2) CONSECUTIVE DAYS. 8. EXIST/NG TREES, SHRUBS & GROUND COVERS TO REMAIN ARE WITHIN THE CONSTRUCT/ON LIMITS ARE TO BE IRRIGATED AND MAINTAINED BY THE CONTRACTOR DUR/NG THE CONSTRUCT/ON PERIOD AS SPECIFIED. PLANTS TO REMAIN THAT DECLINE OR DIE DURING CONSTRUCT/ON ARE TO BE REPLACED AT NO COST TO THE OWNER. SEE SPEC/FICA T/ON SECTION 32 93 15. 9. ALL EX/STING SHRUB AND GROUND COVER PLANTINGS IN PROPOSED CONSTRUCTION AREAS ARE TO BE REMOVED UNLESS NOTED OTHERWISE. 10. SEE CIVIL ENGINEER'S PLANS FOR DEMOLITION IN PARKING AREAS. BLDG. SUB.Ml'ITAL 03 JULY7, 2010 EXISTING SHRUBS & GROUND COVERS TO REMAIN LEGEND Gi) RHAPHIOLEPIS SP. [fil PITTOSPORUM T. VARIEGATA [f_] DELOSPERMA ALBA [QJ ACACIA REDOLENS [I] CRASSULA SP. [l AGAPANTHUS SP. [QI HEMEROCALL/S SP. [HJ PHOTINIA 12] D/OSMA PULCHRA [Kl DIETES VEGETA (lJ VIBURNUM JAPONICUM [I,!] OLEANDER SP. (ill CARISSA SP. (Q] HEDERA SP. IE] ESCALLONIA FRADES/I [ill CHAMEROPS HUM/LIS TREES TO BE REMOVED LEGEND ARE ROM ARECASTRUM ROMANZOFFIANUM EUC EUCALYPTUS SPECIES EUC SID EUCALYPTUS SIDEROXYLON FIG FIG TREE GLE TRI GLEDITSIA TR/ACANTHOS JAC M/M JACARANDA MIMOSIFOLIA JUN VIR JUNIPERUS VIRGIN/ANA LIQ STY L/QU/DAMBAR STYRACIFLUA PEPPER SCH/NUS MOLLE PINE P/NUS SPECIES PIN CAR PINUS CANARIENSIS PIN HAL PINUS HALEPENSIS PLA ACE PLA TANUS ACER/FOL/A POD GRA PODOCARPOS GRACILIOR PYR KAW PYRUS KAWAKAM/1 RAP MAJ RHAPH/OLEPIS 'MAJESTIC BEAUTY' TRI CON TR/STANIA CONFERTA NOTE: CALIPER SIZE AS NOTED ON PLANS KEY PLAN QUEEN PALM EUCALYPTUS RED IRONBARK FIG TREE HONEYLOCUST JACARANDA EASTERN RED CEDAR SWEET GUM CALIFORNIA PEPPER PINE TREE CANARY ISLAND PINE ALEPPO PINE LONDON PLANE TREE FERN PINE EVERGREEN PEAR STANDARD MAJESTIC BEAUTY STANDARD BRISBANE BOX NORTH © 0 10 20 -- REVISIONS DV ::a 3 o s El CAJON BLVD. SAN DIEGO, CA 9::1104 TEL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com \)J'DS ~ONLPOWE ~& a • • 1.13.11 40 ---L-1.2 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE: 1" = 20·0" "AS BUil T" ~ 11-/.11 TITLE f2lA <#,f~ DATE INSPECTOR DATE 1---t---+----------------t---t---t---+---t I SH~ET I ;===:,..::::::::========:::::::::===; CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS 23 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE DEJ\-IOLITION PLAN EAST PLANNING DWN BY: KEE CHKD BY: JLP RVWDBY: ST, ELIZABETH SETON CATHOLIC CHURCH PROJECT NO. CUP 139(6) DRAWING NO. 467•1 L 02w1 N (J) _c: ~ -.l I r EXISTING TREE & SHRUB NOTES 1. ALL EXISTING TREES AND SHRUBS NOTED ON THE PLANS TO REMAIN ARE TO BE PROTECTED DURING THE ENTIRE CONSTRUCT/ON PERIOD. DO NOT TRENCH ADJACENT TO TREES, (EXCEPT AS REQUIRED FOR IRRIGATION INSTALLATION) OR STORE MATERIALS UNDER TREES. FENCE Off FROM CONSTRUCTION AT THE ST ART OF WORK AND MAINTAIN FENCING UNTIL FINAL LANDSCAPE INSTALLATION. EXISTING TREES AND SHRUBS MUST BE IRRIGATED REGULARLY DURING CONSTRUCTION t>Y THE CONTRACTOR, EYEN If THIS REQUIRES HAND WATERING SEYERAL TIMES PER WEEK. THE CONTRACTOR IS RESPONSIBLE FOR ASSURING THE EXISTING TREES AND SHRUBS SURYIYE IN GOOD FORM. EXISTING TREES OR SHRUBS THAT ARE NOTED TO REMAIN, BUT DECLINE OYER 50%0R DIE (IN THE OPINION Of THE LANDSCAPE ARCHITECT) ARE TO BE REPLACED AT THE CONTRACTOR'S COST AS FOLLOWS: A. REPLACE IN SIZE AND KIND ANY TREES 6" AND LESS IN CALIPER MEASURED 2' ABOYE THE BASE. B. REPLACE TREES LARGER THAN 6" IN CALIPER WITH PLANTS Of THE SAME KIND HAYING A MINIMUM DIAMETER Of 6" MEASURED 2' ABOYE THE BASE. DEMOLITION NOTES 1. SEE CONSTRUCTION PLAN, SHEET L-2.5 FOR THE DIMENSIONS Of NEW PAVEMENTS, CURBS AND OTHER WORK THAT ESTABLISHES THE LIMITS Of DEMOLITION 2. ALL CONCRETE PAVEMENTS ARE TO BE SAWCUT AT THE LIMITS OF DEMOLITION. JACK-HAMMERED OR BROKEN PAVEMENT EDGES AND CRACKED EXISTING PAVEMENTS WILL NOT BE ACCEPTED IN THE FINAL CONSTRUCTION. 3. YER/FY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO BEGINNING DEMOLITION. UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROX/MA fE ONLY. ALL EXISTING UTILITIES MAY NOT BE SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION OR CONSTRUCTION. 4. ALSO SEE ELECTRICAL PLANS FOR ELECTRICAL DEMOLITION. 5. ALSO SEE IRRIGATION PLANS FOR EXISTING IRRIGATION SYSTEM DEMOLITION. 6. ALL EXISTING SHRUB AND GROUND COYER PLANTINGS IN PROPOSED CONSTRUCTION AREAS ARE TO BE REMOYED UNLESS NOTED OTHERWISE. 7. EXISTING TREES AND SHRUBS TO REMAIN ARE TO BE IRRIGATED AND MAINTAINED DURING THE CONSTRUCTION PERIOD AS SPECIFIED IN SECTION 02112. PLANTS TO REMAIN THAT DECLINE OR DIE DURING CONSTRUCTION (INCLUDING PLANTS TO BE SALVAGED AND TRANSPLANTED) ARE TO BE REPLACED AT NO COST TO THE OWNER. 15 I I II SITE DEMOLITION LEGEND CD EXISTING CONCRETE PAVEMENT TO REMAIN @ REMOYE CONCRETE PAVEMENT ® EXISTING CONCRETE WALL TO REMAIN 0 EXISTING CONCRETE STAIR TO REMAIN ® EXISTING CURB TO REMAIN @ REMOVE EXISTING CONCRETE CURB 0 EXISTING UTILITY TO REMAIN @ RELOCATE EXISTING CROSS-SEE CONSTRUCTION PLAN @ EXISTING FLAG POLE TO REMAIN @EXISTING FENCE TO BE REMOYED ® EXISTING TREE TO REMAIN @ EXISTING TREE TO BE REMOYED DEMOLITION KEY ' • • : o -;--EXISTING TREE TO REMAIN . ' . , @ ··--... -·· V ~--····· SAWCUT PA YEM ENT@ EDGE OF REMOVAL ' , , , , ,:,:,:,:,:,__-EXIST/NG CONCRETE TO BE REMOYED , , , , , -.--.-EXISTING SHRUBS TO BE REMOYED- -INCLUDING GROUNDCOYER 11111111 EXISTING TURF TO BE REMOVED 0---EXISTING SHRUBS TO REMAIN 11 11 5 BLDG. SCB.MTTTAL O'.l OCTOBER 28, 2010 I I / / / I I I \ EXISTING 2" POTABLE ---1M-~ IRRIGATION MAINLINE I \ \ I ~1-.. I ' -L-I I I I \ I \ \ \ I I I I I / 15 )< 0 ,, ..... .,.. -- ,/_t\, ------I I I \ .,.,-1 / \ I \ I I { I I '-" I NORTH © £ 4 8 16 -- RliVISIONS DV £ 10.28.10 HGB 6. 6. 6. 6. 6. 2 3 o s El CAJON BLVD. SAN DIEGO, CA S>2 I 04 TEL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com \)J'IDS ,',~ONLPOW l Mi a· • • 1.13.11 ---L-1.3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SCALE: 1/811 = 1-0" "AS BUil T" ~ TITLE PtA"'f648 REVIEWED BY: I~~ L~-f:U.ci\- INSPECTOR /1./.// DATE lS•~\-\1 DATE CITY OF CARLSBAD ~ 3 10.28.10 HGB 1/\ CONFERENCE BUILDING PA TIO REMODEL fSH_EEl'l l----+---1-----------------1----+---+----+---+L!:J ~====--======================----'==~ LANDSC"\PE DEMOLI'I'ION PLAN CONFERENCE BUILDING PA'rro DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED PLANNING OWNBY: CHKD BY: RVWD BY: HG6 JLP PLANNING DEPARTMENT ST, ELIZABETH SETON CATHOLIC CHURCH PROJECT NO. CUP 139 (8) DRAW/NONO. 467-1L 00-03-1 07..W 1 -C ~ -l -r ,, ,, ,I ' " i: ,, PROPER LINE R.O.W. \ \ I I I I I \ \ \ \ \ '- \ \ \ I I \ 28 \ ~-~CHURCH MONUMENT SIGN • 6 6 ... ...-- ,., . \ / . P.A. .. ---' .. ?.-----~~ ', <, ~ ' ·- '. ' 1LS0 qEE C fll t=tG'RB, PLANS ___... ... ... ... ...-- .. ___... ... ... . \ \ \ \ \ \\ \_".. ---~ ----....... / ' / \ I ~.,,_ \ \ I \ \-l. i' ----' \ I '..., -....... \ ◊~'T -. ',: \ ',,_ __,/ . -\-~ ... ...--\ \ ...--___... ... ___... ... SEE SHEET L•l,S FOR DETAIL IN THIS AREA EXISTING CONFERENCE BUILDING ... ...-- ... ...--... ...--... ___... ... PROPOSED PARISH HALL SEE SHEET L•l,3 FOR DETAIL IN> THIS AREA V I I I I . I / / / BLDG. St:Bl\il'ITAL 03 Jt:LY 7, 2010 KEY PLAN SEE SHEET L•l,l FOR CONSTRUCTION LEGEND AND NOTES 0 • i I I NORTH © 10 ----SCALE: 1" = 20-0" REVISIONS UV ~5.18.10 JLP £ 10.28.10 HGB 6 6 6 6 :a 3 O .S EL CAJON BLVD. SAN DIEGO, CA 9:& I 04 TEL, 619.294.9042 PAX, 619.294.9028 www.dp1de1ign.com v'1".DS JO~ I. POWELL §-a 1.13.11 '· ~~ "AS BUil T" r · ---_ ..... -;.,..~,-. • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ TITLE Pt,4.H?~ REVIEW,;=D lY: 11:~ ~-f?.\.;-\1- la/.// DATE I I !.:>•'!,\•\\ INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DEPARTMENT 3 l-1-o._28_._10-I-H-G_B-+-~-c_o_N_FE_R_E_N_cE_Bu_1_Lo_1N_G_P_A_T_1o_R_E_M_o_oE_L __ +--t----t---t---t I sH~ET I '.:===='-'=========:::::'...:::===; LANDSCAPE CONSTRUCTION PLAN WEST APPROVED PLANNING l--~,,......l....,,,,""""-1------------------l--:::-:=-t-=-;:--t--:::;-:;:;::-t~~ _DWN BY: KEE DATE INITIAL DATE INITIAL DATE INITIAL CHKO BY: JlP REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: ENGINEER OF WORK ST, ELIZABETH SETON CATHOLIC CHURCH PROJECT NO. CUP 139 (B) DRAWING NO. 467-1L f)A..()'l.1 -t: '"' -l I -r ('l O LJ) ul ~ 'I I • SANTA EXISTING SANCTUARY ,, I ! ',, ·, 1· I ; , I 1 1, i I I '-, ISABEL STREET I I ' \ I / I / \ \ ' ' \ I I / . / X I \ ' \ I I \ \ I \ ,,, I I -~4 '· ' " ' \ ' ' ' ""' e ; -I "' ~ i ~ \ ' ' \ ' ' \ ' I \ ' ' \ I ' \ ' ' \ I I \ I I \ I ' \ \ ' I ( I £------NOTE: CONCRETE STAIR HANDRAIL & CONNECTING WALLS ARE A PART OF BID ADD ALTERNATE 'B' 47" V I I \ I I \ I I \ I I \ I \ I \ \ I I \ I \ CONSTRUCTION LEGEND 0 EXISTING PAVEMENT TO REMAIN @ EX/STING WALL TO REMAIN @ EX/STING RAISED PLANTER TO REMAIN @ EX/STING HARDSCAPE TO REMAIN @ EX STEPS AND/OR RAMPS TO REMAIN @CONCRETE CURB AND PARK/NG AREAS-SEE CIVIL ENGS. PLANS 0 RETAINING WALL -SEE CIVIL ENGS. PLANS (UNDER SEPARATE PERMIT) @ BIOSWALE -SEE CIVIL ENGS. PLANS @ CONCRETE WALK -NATURAL GRAY, LT. BROOM FINISH @ @CONCRETE RAMP PAV/NC@ ® COLORED, ACID WASH FINISH CONCRETE PAVEMENT @ @coLORED, LT. BROOM FINSH CONCRETE PAVEMENT @ @scORE JOINT, TYP. @ @CONCRETE STEPS@ @)NOT USED @IRREGULAR CONCRETE EDGE CONSTRUCTION NOTESI 1. POUR AND FINISH A 3' X 3' MIN. AREA SAMPLE Of CONCRETE PAV/NG TYPES OTHER THAN NATURAL GRAY BROOM FINISH FOR APPROVAL Of FINISH PR/OR TO POUR/NG PAV/NG. SAMPLE MAY BE PART Of THE FINISH CONSTRUCTION If APPROVED. ALSO SEE SPECIF/CATIONS. 2. ALL HIGH POINTS, LOW POINTS, OR GRADE BREAKS ON CONCRETE SURFACES SHALL HAVE A SMOOTH CURVE. CONCRETE SHALL NOT BE BUILT TO A PO/NT. 3. ALL DIMENSIONS ARE FROM FACE Of BUILDING OR FACE Of CURB UNLESS OTHERWISE NOTED. 4. ALL NEW CONCRETE PAVEMENTS ARE TO HAVE CONTINUOUS 118" RADIUS WITH EXPANSION JOINT WHERE ADJOINING EXISTING 'COLD JOINT' CONCRETE. MATCH SCORES AND FINISHES TO EX/STING WALKS, UNLESS OTHERWISE NOTED. R5VISIONS DV &,5.18.10 JLP 6 6 6 6 6 2 3 o s El CAJON BLVD. SAN DIEGO, CA 92104 TEL, 619.294.9041 PAX. 619.l94.90l8 www.dpadesign.com @sTUCCO RAMP WALL -SEE CIVIL ENG'S. GRADING PLANS FOR HEIGHTS---@ @sTUCCOPLANTERWALL@ @NOT USED @sTucco FENCE@ @sTEPCHEEKWALL @ @ruBULARSTEELGATEANDfENCE@® @RAMPHANDRAIL--@ @)DECORATIVE STEP HANDRAIL ® @DECORATIVE METAL GUARDRAIL @ @NOT USED @GRASSPAVE TURF PAVING SYSTEM--@ @PLUSH CURB AT GRASSP AVE PARKING AREA@ @COFFEE KIOSK PER ARCHITECTURE -ADD AL TERNA TE 'C' @TRELLIS AND COLUMNS PER ARCHITECrs PLANS @TRASH ENCLOSURE PER ARCHITECT'S PLANS @PILE & SHORING RETAINING WALL PER ENGR'S PLANS & -@ @Low PLANTER SEAT WALL@ @42" CABLE GUARDRAIL @ @TUBE STEEL STEP HANDRAIL ® @CONCRETE MAINTENANCE WALK@ @coNCRETE CURB EDGE-@ SYMBOLS LEGEND n..,.__,_ALIGN -£_ CENTERLINE R RADIUS BLDG. SUB.MITTAL 0!3 Jl:LY 7, 2010 KEY PLAN APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH © 0 10 20 ----SCALE: 1" = 20-0" 40 L-2.2 "AS BUILT" ~ /t)././1 TITLE IU~//616 DATE REVIEWED Br' ,~ Ci: t:~\-G'\t-JD• S\-\ I INSPECTOR DATE EQ. EQUAL I SH6EET I CITY OF CARLSBAD SHEETS l---+--+----------------+--+---1---t----1 ,_93 PLANNING DEPARTMENT P.A. EJ s TYP. PLANTING AREA EXPANSION JOINTS FLOW LINE REFERENCE POINT TYPICAL LIGHTING ELECTRICAL EQUIP. 1-----1--+----------------t---t--~i----t----i LANDSCAPE CONSTRUCTION PLAN EAST ST, ELIZABETH SETON CATHOLIC CHURCH I APPROVED t1 ½ ( Ly, ~bo{t: ,t~ \I t=====t====t================================~====~====~=====:===~ ~-P;::;LA;;'::N~Nl";'N::G::::;:;;::=;---;======:::;:========;~~D:::A=T~E~ OWN BY: KEE PROJECT NO, DRAWING NO. CHKD BY: JLP RVWD BY: CUP 139(6) 467-1l DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 06-03,1 OZZlJ 1, 0 1") -t: '"' .._j ...... r- ---------------------/ / ------------• VJ-~- ,, PA t>< 0' ,, ,,t>< ') 6 \----------"c 9 9 RIGHT Of I ~7:RTY LINE ---------------------------------------------___.---___.---3' WIDE GRAVEL SWALE--• ------- ___.---PER L-4, 1 ----------- 12 L__--Psc----------'I.-----f ACE Of FENCE A LI G NS WI '\t FACE OF BLDG. STUCCO ' ------ -------- 9 MATCHLINE SEE SHEET L•l,4 ---- I ------- PROPOSED PARISH HALL ------- -------------- 12 ' ---------------------------------------- PA ADD GATE· GATE TO BE 11/2" 0.D, GALV. STEEL WELDED FRAME WITH CABLE h. /NF/LL SIMILAR TO i& CABLE GUARDRAIL 6 RISERS, TYP, - PA 17 ' s>.,.._ ', 0,, ' ' ' ----------------- )-----•► 4 . ·. ::-7 . , ·.,.-,~ PA 12 ' " REVISIONS UY &, S.18.10 JLP 6 6 6 6 6 :a~ OS El CAJON BLVD. SAN DIEGO, CA 9 :a I O 4 TEL, 619.294.9042 PAX, 619.294,9028 www.dpaduign.com 18 TREADS-1' WIDE -~'7'=.:::~ AT /NS/DE EDGE 518.46 508.87 •508.87 PER CIVIL 9.59' = 19 RISERS @ .505' (6 1116") BOTTOM RAIL OF GUARD RAIL SLOPES WI TOP OF WALL 13 PA ' ·, . ·' ~ -.. ', : : --: ... = 9'·2 1/2" :.·.:_·:·----:\··-/: .. ·_:- PA ~ (/ ~ \,. .,,,. ' 3 -,, ' PA .,/' BLDG. St:BMJT1'AL 03 Jt:LY 7, 2010 . KEY PLAN SEE SHEET L-1,1 FOR CONSTRUCTION LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE ◊ LOCATION OF PLANTING AREAS. NORTH © 0 4 8 -~ ---SCALE: 118" = 1-0" 16 L-2.3 11AS BUil T11 (/.(.// TITLE M 11Ul-5 DATE INSPECTOR DATE CITY OF CARLSBAD SHEETS I _10_.2_8_,10-I-H-G_B-l-'ia~LO,;iW'7-E~R~C707,URir"TY1EA~R!,--'Dri;P-i,LiAifN:'...TE:.:::R::cRcoE:..::V/..:::S/=-O-N_&_--ii--,--,-7-71 SH7EET I ,_ CONFERENCE BUILD/NG PATIO REMODEL PARISH HALL VINE PLANTER ~=:::::..==::::::::=::::::::::::::::::::======:=:::=:=~'...'.:::===; 23 PLANNING DEPARTMENT CONS'l'RUC'TION PL,.\N ENLARGEMENI' NORTH '-1-===±==j===================t===+==+==~t=~ ~====:===;=;====.====~ APPROVED ST, ELIZABETH SETON CATHOLIC CHURCH ,1 .... 1~ LT'· ~..ct\-t.-~-~1 DATE ~====±===j============================~====~===:r====t===-1! ~P;:LA;;N;;N~IN=G==;:;:;:::~;==~~~~=T.~~~~ I-OWN BY: KEE PROJECT NO, DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: JlP' CUP139(B) 467-1L OTHER APPROVAL CITY APPROVAL RVWD BY: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Q'/JJJ 1 N (> vJ "h #': ...J I r ~ II "' ,-----'o;------:_,~------"~.:::-, . .' ► --·----·---·---·--~ -_,,_ ,. .,. ~-- )r PA 2 PA ~, I ' I ' I " I , I ' I '" ····------ "00 ' <) A'· ,, ~', • • ~ ' ' ~o ~ C), "</,, ~ - 11 PA \ .. • / / / / / / / / / / / ' ' " _,,.. MATCHLINE SEE SHEET L-2,3 / / / / / / / / BLDG. SUBMITTAL 03 JUNE 3, 2010 / / / / / / / / / / / / / / / / / / / / / / KEY PLAN SEE SHEET L•l,l FOR CONSTRUCTION LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH $ 0 4 8 -- REVISIONS DV &'-, 5.18.10 JLP L 6 L L L :2 3 o s IL CAJON BLVD. SAN DIEGO, CA $>'.2104 TEL, 619.194.9042 PAX, 619.294.9028 www.dpadesign.com 16 ---L·2.4 SCALE: 118" = 1-0" "AS BUil T" ~ rf),I.// TITLE ,r.4.lff#46 DATE REVIE~: )~q-J::l!.o:ti: ~-~\-II INSPECTOR DATE SHEETS 23 1------t--+--------------t---+--+----+----1 I sH8EET I CITY OF CARLSBAD PLANNING DEPARTMENT :====="========::::::::::::========::::....'::::===: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CONSTRUCTION PLAN ENLARGE~IENT SOUTfI PLANNING OWN BY: KEE CHKD BY: JLP RVWDBY: ST, ELIZABETH SETON CATHOLIC CHURCH PROJECT NO. CUP 139 (B) DRAWING NO. 487•1 L Q2?1.J \ -r .. .. a .... CONSTRUCTION LEGEND (i) ® ® ~ ® ® ® ® ® ® ® ® @) ® ® ® ® ® ® ® ® ® ' • '· ' " .. EX/STING CONCRETE WALK TO REMAIN EX/STING CONCRETE CURB TO REMAIN EX/STING FLAGPOLE TO REMAIN EX/STING STAIR TO REMAIN EXISTING WALL TO REMAIN EX/STING LIGHTPOLE TO REMAIN RELOCATED CROSS-ALSO SEE LANDSCAPE DEMOLITION PLAN L-1 TRELLIS COLUMN-PER ARCHITECT'S PLANS TRELLIS OVERHEAD-PER ARCHITECT'S PLANS SAWCUT LINE-ALSO SEE LANDSCAPE DEMOLITION PLAN L-1 CONCRETE WALK CONCRETE PLAZA PAVEMENT L-5.4 .CONCRETE PLAZA ACCENT PAVEMENT 0 ~0 CONCRETE ACCENT BAND (TOOLED JOINTS) ----------,~~L~-5~.4c+ TRUNCATED DOME-PER CIVIL PLANS NOT USED CONCRETE STATUE BASE SEAT WALL SEAT CAP NOTUSED TRASH CAN-SEE NOTE #5 SIDEWALK RAMP-PER CIVIL PLANS -, ',,,~ '~. 01 I EPA .. .. .. ' ' ' .. .. ' .. .. EPA .. DEEPEND CONCRETE EDGE ARTIFICIAL TURF ARTIFICIAL TURF EDGE ARTIFICIAL TURF RETAINING WALL L-5.4 TURF AREA SUBDRAIN --------------®f-c--,H,,.--,-+ ~@ PATIO TRELLIS .5 l--+--1J,r¥'\ ' ' PA ' ' 20· 45· DAYLIGHT PIPE_ TO GRADE -INSTALL GREEN Pl,AS T/C DRAIN GRATE SCREWED IN PLACE WI (2) S~ SCREWS. INSTALL 2 c;_.F. 3"-8" WA~HED GRAVEL I COBBLE @OUTLET ,,_ SYMBOLS LEGEND n__,,____--ALIGN _ (£_ CENTERLINE R RADIUS EQ. EQUAL PA EJ PLANTING AREA EXP ANS/ON JOINTS -1---fLOWLINE REFERENCE POINT TYPICAL TYP. EPA EXISTING PLANT/NG AREA , ......... \ '':-\ o, ... Ii. ... ...... CONSTRUCTION NOTES! 2 1. POUR AND FIN/SH A 3' X 3' MIN. AREA SAMPLE OF CONCRETE PAVING TYPES OTHER THAN NATURAL GRAY BROOM FIN/SH FOR APPROVAL OF FINISH PR/OR TO POURING PAVING. SAMPLE MAYBE PART OF THE FINISH CONSTRUCTION IF APPROVED. ALSO SEE SPEC/FICA TIONS. 2. ALL HIGH POINTS, LOW POINTS, OR GRADE BREAKS ON CONCRETE SURFACES SHALL HAVE A SMOOTH CURVE. CONCRETE SHALL NOT BE BUILT TO A POINT. 3. ALL DIMENSIONS ARE FROM FACE OF BUILDING OR FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL NEW CONCRETE PAVEMENTS ARE TO HAVE CONTINUOUS 1/8" RAD/US WITH EXPANSION JOINT WHERE ADJOINING EXISTING 'COLD JOINT' CONCRETE. MATCH SCORES AND FINISHES TO EXISTING WALKS, UNLESS OTHERWISE NOTED. 5. TRASH CAN TO BE VICTOR STANLEY STEELSITES RB SERIES MODEL RB-24 - AVAIL. THRU VICTOR STANLEY (301)855-8300, POWDER COATED BLACK. TO BE SUPPLIED WITH SURFACE MOUNT BRACKETS. INSTALLER TO PROV/DE & INSTALL CO!i;ROSION-AND VANDAL RESISTANT ANCHORING HARDWARE "' \ 9 "' ? ().. \ ..,_ ' '9, TABLE -ari--~ /NL/NE ~ EPA f I \ BLDG. SUB."MITTAL 02 OCTOBER 28, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH $ 4 -----SCALE: 1/8" = 1-0" RliVISIONS DV & 1028.10 HGB L L L L L :a 3 0 S El CAJON BLVD. !AN DIEGO, CA V::1104 TEL. 619.294.9042 PAX. 6 I 9.l94.90l8 www.dpadesign.com I L-2.5 "AS BUil T" ~ /(),/,// TITLE h 111445 DATE REVIEWEAf H_; er-B1t1tr ta ·~1·11 INSPECTOR DATE CITY OF CARLSBAD ~ PLANNING DEPARTMENT 3 1--1o_.2_8_.10-+-H_G_B---f-1/\-C_o_N_FE_R_E_N_cE_B_u_1L_D_1N_G_P_A_T_1o_R_E_M_o_DE-L---+---+---+--+------l [ s~EET [ :==='----'======::::::::::::::::::::::::::::::::===----'====::; DATE INITIAL DATE INITIAL DATE JNJTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL • CONSTRUC'TION PLAN CONFERENCE BUILDING P A'1'IO ST. ELIZABETH SETON CATHOLIC CHURCH APPROVED 1-t-L..,-; ~l\.--o\r" PLANNING DWN BY: HGB CH_Kp BY: JLP RVWDBY: PROJECT NO. CUP 139 (B) DRAWING NO. 467-1L ... _...,_. 06-034 -t:' S' l -r GENERAL NOTES RECYCLED WATER NOTES I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRJCT'S RULES AND REGULATIONS. 2. DRJNKING WATER FOUNTAINS AND DESIGNATED OUTDOOREATINGAREASSHALLBE PROTECTED AGAINST CONTACT WITH RECYCLED WATER SPRAY, MIST OR MISTING. 3. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER-SPRAY, AND MISTING. 4. HOSE BIBS ARE STRJCTLY PROHIBITED. 5, CROSS-CONNECTIONS BETWEEN RECYCLED WATER LINES AND POTABLE WATER LINES ARE STRICTLY PROHIBITED. 6. NO SUBSTITUTION OF PIPEMATERJALS WILL BE ALLOWEDWITHOUTPRJORAPPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATER DISTRJCT. 7. ALL MAINLINE PIPES SHALL HAVEWARNINOTAPEPERCARLSBADMUNICIPALWATER DISTRJCT'S RULES AND REGULATIONS. 8. HOURS FOR IRRJOATION WITH RECYCLED WATER ARE FROM I0:00 P.M. TO 6:00 A.M. THE HOURS FOR IRRJOA TION WITH DISINFECTED TERTIARY RECYCLED WATER MAY BE MODIFIED BY THE LOCALAUTHORJTY. IRRJOATION DURING PUBLIC USE PERJODS WITH DISINFECTED TERTIARY RECYCLED WATER SHALL BE UNDER THE SUPERVISION OF THE DESIGNATED USER SUPERVISOR. IRRJOATION WITH WATER OF A LESSER QUALITY THAN DISINFECTED TERTIARY RECYCLED WATER SHALL BE BETWEEN THE HOURS OF 9:00 PM. TO 6:00 A.M. 9. BURIAL OF ALL WIRING AND PIPING SHALL MEET CARLSBAD MUNICIPAL WATER DISTRlCT'S RULES AND REGULATIONS. 10. NON-DESIGNATED USEAREAS SHALL BEPROTECTEDFROMCONTACTWITHRECYCLED WATER, WHETHER BY WIND BLOWN SPRAY OR BY DIRECT APPLICATION THROUGH IRRJOATION OR OTHER USE. LACK OF PROTECTION, WHETHER BY DESIGN,CONSTRUCTION PRACTICE OR SYSTEM OPERATION IS STRICTLY PROHIBITED. 11. IRRIGATION HEADS SHALL BE RELOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OVER- SPRA YING ON SIDEWALKS, STREETS AND NON-DESIGNATED USE AREAS. 12. RECYCLED WATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED WATER DISTRJBUTION SYSTEMS PER CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 13. ON RECYCLED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PERAWWA GUIDELINES AND SECTION 116815 OF THE CALIFORNIA HEALTH AND SAFETY CODE. 14. ALL IRRIGATION PIPE SHALL BE STENCILED WITH WARNING, "NON-POTABLE OR RECYCLED WATER", COLOR-CODED(PURPLE) AND LAID WITH WARNINOTAPEANDSTENClLINO ORIENTEDTOWARD THE TOP OF THETRENCHPERTHECARLSBADMUNICIPALWATER DISTRICT'S RULES AND REGULATIONS. 15. ON NEW ON-SITE SYSTEMS (POST-METER), POTABLE WATER, CONSTANT PRESSURE RECYCLEDWATERAND SEWER LINES SHOULDBE PLACEDAMINIMUMOFFOURFEET APART OR AS DIRECTED BY THE PROJECT ENGINEER AND/OR REGULATORY AGENCY. MEASUREMENTS SHALL BE BETWEEN FACING SURFACES,NOT PIPE CENTERLINES. 'J 16. CONSTANT PRESSURE RECYCLED WATER LINES SHALL CROSS AT LEAST TWELVE INCHES BELOW POTABLE WATER LINES AND MAINTAIN ATLEASTTWELVElNCHESCROSSING SEPARATION BETWEEN OTHER UTILITIES. 17. lF A CONSTANT PRESSURE RECYCLED WATER LINE MUST BE INSTALLED ABOVE A POTABLE WATER LINE OR LESS THAN TWELVE INCHES BELOW A POTABLE WATER LINE, THEN THE RECYCLED WATER LINE SHALL BE INSTALLED WITHIN AN APPROVED PROTECTIVE SLEEVE AS PER THE CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 18. THE REQUIRED CROSS-CONNECTION SHUTDOWN TEST SHALL BE DONE BY THE CARLSBAD .c MUNICIPAL WATER DISTRICT AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. )9. THE REQUIRED CROSS-CONNECTION INSPECTION SHALL BE DONE BY EITHER THE ' CARLSBAD MUNICIPAL WATER DISTRICT AND/OR THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION REPORTS WILL BE FORWARDED TO THE NON-INSPECTING PARTY. 20. THE DESIGN AND LOCATIONS PROPOSED FOR RECYCLED WATER "DO NOT DRINK" SIGN SHALL BE CALLED OUT ON THE PLANS. 21. WHEN RECYCLED WATER BECOMES AVAILABLE, AN ON-SITE USER SUPERVISOR SHALL BE DESIGNATED IN WRITING. THIS INDIVIDUAL SHALL BE FAMILIAR WITH PLUMBING SYSTEM WITHIN THE PROPERTY, WITH THE BASIC CONCEPTS OF BACKILOW/CROSS-CONNECTION PROTECTION, THE RECYCLED PUREYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS OF A RECYCLED WATER SY STEM. COPIES OF THE DESIGNATION, WITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT PAUL VOGEL, FACILITIES MANAGER AT 760.438.2624 OR AtTER HOURS CONTACT PAUL VOGEL, FACILITIES MANAGER AT 760.908.9204 EMAIL: pvogel@roadrunner.com 22. ALL PUBLICAND PRIVATE POTABLE WATER MAINSINCLUDINGFIREMAINSANDANY WATER WELLS AND WATER COURSES WITHIN THE RECYCLED WATER PROJECT SHALL BE SHOWN ON THE PLANS. 23. CALL OUT ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTAINS AND/OR DESIGNATED OUTDOOR EA TINO AREAS ON THE SITE. 24. A PHYSICAL SEPARATIONSHALLBEPROVIDEDBETWEEN ADJACENTAREASIRRJGATED WITH RECYCLED WATERANDPOTABLEWATER. SEPARATION SHALLBEPROVIDEDBY DISTANCE, CONCRETE MOW STRIPS OR OTHER APPROVED METHODS. 25. ALL IRRJGATION BACKFLOW PREVENTERS SHALL BE TESTED BY A CERTIFlED TESTER AND RESULTS MUST BE GIVEN TO THE CITY AND THE CARLSBAD MUNICIPAL WATER DISTRICT. PIPE BETWEEN THE METER AND BACKIWW PREVENTER SHALL BE "SCHEDULE K HARD COPPER'. APPROVED CONTRACT BACKILOW TESTERS CAN BE FOUND ON THE CITY WEB SITE AT WWW.CI.CARLSBAD.CA.US/PDfDOC.HTML?PID~340. r BLACKLOOO r. PURPLE BACKROUND r-I" BIACK LETTERS . / ..J (N.T.S.) I WARNING REC CLEO WATER DO NOT DRINK RECYCLED WATER SH HANDS AFTER CONTACTING LA VESE US MANOS DESPUES DE USAR l" BIACK LETTERS -~ &,, 5.18.10 JLP NEW SHEET RECYCLED WATER SYSTEM (PRIVATE) SHEET TITLE SHEET NUMBER ST. ELIZABETH SETON CATHOLIC CHURCH TITLE SHEET L-3.0 IRRIG. LEGEND & NOTES L-3.2 PARISH HALL IRRIGATION PLANS L-3.1; L-3.2 IRRIGATION DETAILS L-3.3 6628 SANTA ISABEL STREET, CARLSBAD, CA 92009 SIGNAGE NOTES THE FOLLOWING GUIDELINES FOR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. PLACB ON 8-1/2' X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTERING. I. GUIDELINES FOR RECYCLED WATER USE A. IRRJGATE BETWEEN THE HOURS OF I0:00 P.M. AND 6:00 AM. ONLY. WATERJNG OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIID SUPERVISORY PERSONNEL ON-SITE. NOSYSTEMSHALLAT ANYTIMEBELEl-1 UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRJGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF, POOLINO,AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAYBEFACIUTATEDBYTHE EFHCIENT SCHEDULING OF THEAUTOMATICCONTROLCLOCKS,(I.E.,EMPLOYING THE REPEAT RINCTION TO BREAK UP THE TOTAL IRRJGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRA Y ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STREETS AND SIDEWALKS. D. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCATING EACH EMPLOYEE AND ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASIS, REGARDING THE PRESENCE OF RECYCLED WATER. MAINTENANCE PERSONNEL MUST BE INFORMED THAT WATER IS FOR IRRJGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING OR FOR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODiflCATIONS TO ANY PRIVATE ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, THE DISTRICT ENGJNEERJNO OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 1. ALL RECYCLED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAOS. A. TAGS SHALL BE WEATHERPROOF PIASTIC, 3"x 4', PURPLE IN COLOR, WITHTHEWORDS"WARNINO RECYCLED WATER-DO NOT DRINK' IMPRJNTED ON ONE SIDE, AND' AVISO • AGUA IMPURA-NO TOMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. B. ONE TAO SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: I. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WATER SPRINKLER HEADS. 0. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED WITH A SIGN BEARING THE WORDS "RECYCLED WATER USED FOR IRRJGATION" IN ENGLISH AND SPANISH, WITH BLACK LETTERS l' HIGH ON A PURPLE BACKROUND. THE SIGN SHALL BE PIACED SO THAT IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DECLARATION OF RESPONSIBLE CHARGES I HEREBY DECJARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. IUNDERSTANDTHATTHE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD AND SAN DIEGO COUNTY DEPARTMENT OF HEALTH SERVICES IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM NAME & ADDRESS: DENEEN POWELL ATELIER, INC. JON POWEi 10.213.10 2305 EL CAJON BOULEY ARD SAN DIEGO, CA 92!04 PHONE NO: (619) 294.9042 REGISTRATION NO: C2645 EXPIRATION DATE: 11.30.11 -------------- IRT In Order to Conserve Water ... RECYCLED WATER IN USE DONOT DRINK NOTOME ELAOUA DIAL TOLL FREE 1-800-422-4133 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFl'.lRNIA OMISSION STATEMENT PROTECTION STATEMENT THERE ARE NO DRINKING WATER FOUNTAINS, OES/GNA TEO OUTDOOR EA TING AREAS OR PLAYGROUND EQUIPMENT PROPOSED IN THIS PROJECT. THERE ARE NO WATERCOURSES ON THIS SITE. SEE CIVIL ENGINEER'S PLANS FOR LOCATIONS Of MAJOR CATCH BASINS. THERE ARE NO DECORATIVE FOUNT A/NS, SWIMMING POOLS, OR WELLS ON THIS SITE. FIRE HYDRANT ;;;;.-""'. ------ 11 \ \ \.\ PROJECT MAP l \ \ \ \ \ ~ POT ABLE · \\-\1'\\\ .WATER LINE ~ POTABLE FIRE SERVICE LINE ◊ ◊ ◊ ◊ • . LEGEND EXISTING SANCTUARY ® POTABLE WATER METER RECYCLED WATER METER (NONE EXISTING) BACKFLOW PREVENTION DEVICE INSTALL PER CMWD \ ~ EXISTING "' ENCi BUILDI Cl ' -· •• -RECYCLED IRRJOATION MAINLINE POTABLE WATERLINE )SEE IRRIGATION FIRE PLANS & CIVIL SERVICE LINE ENGR'S PLANS ®. DO NOT DRINK SIGN INSPECTION PROCEDURES "WEST SHEETS ~~ L-3,1 IRRIGATION PLAN ' SITI KEY PLAN SCALE -1" = 80' ± I. DISTRICT CONSTRUCTION INSPECflON SHALL INCLUDE: A. REQUIRED SEPARATION BETWEEN POTABLE AND RECYCLED WATER LINES (HORIZONTALLY AND VERTICALLY). B. PIPE IDENTIFICATION C. SLEEVING AT CROSSINGS D. APPROPRJATEi MATERIALS AND MARKINGS, INCLUDING PROPER QUICK COUPLERS. 2. DISTRJCT FINAL INSPECTION SHALL INCLUDE: A. SIGNAOE INSTALLED PER PLAN 8. CONTROLLER STICKERS C. TAGGINOOFVALVES D. COVERAGE TEST AFTER COMPLETION OF THE SPRINKLER SYSTEM TO ENSURE PROTECTION OF AREA NOT APPROVED FOR RECYCLED WATER USE. E. ALL ASPECTS OF THEi IRRIGATION CONDITIONS INCLUDING WINDBLOWN SPRAY, RUNOFF AND PONDING. F. REQUIRED PROTECTION OF RESIDENTIAL AREAS 0. REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. Ii, CROSS CONNECTION TEST IF REQUIRED. I. COLOR CODED, LAMINATED COLOR CHARTS INSIDE EACH CONTROLLER. 3. ANNUAL INSPECflON SHALL INCLUDE: A. A COMPLETE INSPECTION THAT WILL COVER A -I OF THE DISTRJCT FINAL INSPECTION. REVISIONS MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN FIELD. REVISIONS TO THE IRRIGATION SYSTEM MUST BE APPROVED BY PUBLIC HEALTH ENFGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD, OTABLE I WATER METER '-'""-.A..< EXISTING 2" POTABLE IRRIGATION MAINLINE STREET f/RE HYDRANT CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY OF ENCINITAS \\ POT ABLE WATER LINE \\ EXISTING METER (POTABLE) PO/NT Of CONNECTION ...,,.~_1:, FOR /RR/GA TIO_N __ 'i'~--F EX/STING RP BACKFLOW ,! PREVENTER ; ~ "EAST SHEETS" \ L-3,l. IRRIGATION PLAN l!AST I PROPERTY LINE • TYPICAL SYMBOL II /RR/GA TION MAINLINE -TYPICAL SYMBOL \\ VALVE MANIFOLD -TYPICAL SYMBOL ALSO SEE DRAWING 337-6L RW#0155 L NOTTO SCALE NOTI 1. THIS ENTIRE SITE IS DESIGNA TEO FOR RECYCLED WATER USE. THERE ARE NO POTABLE WATER IRRIGATION SYSTEMS PROPOSED. ®. "DO NOT DRINK" .W._ SIGN LOCATION, SEE ~ BLDG. SUB.MrITAL 03 JLLY7, 2010 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION ~ GLENN LEEKS ENVIRONMENTAL HEALTH SPECIALIST APPROVED ENGINEERING PLANCHECKER "AS BUILT" REVIEWED BY: ~~, Cy ~\-"Jr INSPECT L-3.0 DATE DATE //././! DATEi DATE VICINITY MAP CARLSBAD MUNICIPAL WATER DISTRICT 10.28.10 HGB 1/1 CONFERENCE BUILDING PATIO REMODEL SHEET 10 CITY OF CARLSBAD PLANNING DEPARTMENT 1---+----,f------------------+---+----,f-----,I-----I PRIVATE (ONSITE) RECYCLED 1---+----,f------------------+---+----,f-----,I-----I WATER SYSTEM FOR: ST, ELIZABETH SETON CATHOLIC CHURCH 23 SHEETS WASH HANDS AFTER COI\TACTING LA VESE SUS MANOS DESPUES DE USAR CARLSBAD MUNICIPAL WATER DISTRICT DEVELOPERS NAME: RECYCLED W A'TER 'TI'I'LE SHEET 18" X 18" SIZE JONLPOWELL ADDRESS: --------------t====1====t============================::it====t===1====1===~1-.,.,==:c---r------------~ 12" X 36' SIZE 2" BLACK LETTERS .032 ALUMINUM, .060 ABS PIASTIC .032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS OR STICK-ON VINYL SIGNS dba APPROVED I , ~\...5\ Z•~..\\ . ?lea, ~ O.~ut L, 1~za ... 11 ~-------~TE=L=EP:..:.H:..:O.:..:N=E'-=======-t=:::J=:::J==============================Jt==:=t=::=t==:=1=::~.r,:s.-,1::.m::v:-,I_N_a _____ lPlPRlfOITTJEC;;:::,TNNOO,-rnD;;'.RA.;W;;~N:GnTE-;;NOO,I iil,.NAT\A\11 TYPICAL SIGNS ALSO SEE~ NOTE: SIGNS ARE NOT REQUIRED WHILE THE SYSTEM IS CONNECTED TO POTABLE WATER. THEY ·~ ARE TO BE INSTALLED ONCE CONNECTIONS ARE MADIE TO RECYCLED WATER. 1.13.11 • 11.30.11 WILLIAM E. PLUMMEF DATE DATE PLAN PREPARED: DATE INITIAL DATE INITIAL DATE INITIAL DEPUTY CITY ENGINEER R.C.E.28176 EXP.3131/10 BY: ENGINEER OF WORK REVISION DESCRIPTION OTIJERAPPROVAL Cl'JY APPROVAL CHCKDBY, CUP 139 (B) 407-IL C:'DRA WINO flLESITITLE SHEETS\RECYCLED WATER TITLE SHEET.DWO 3/17/09 Cl\1'\ID JOB NO. _______ _ N w 02m, ..t:: " -J I ..... 0 -"t)Q \; /. ~----''el-~T~\--\'>~-f/~1'(,.. \. PROPERT LINE R.0.W. \ \ NO I;: EXISTING TOF\OF SLOPE ZONE IS TO REMAIN \LOCATE VALVE; BOX & CAP LA(i;~RALS "IJI AS REQ' ::'1. \, \ ffi~, \ \ \ \ \ \ HYQRAN'r' MAINl/N6 IS ,' IJEHtNO~ 'l-½-NOTE: EXISTING BOTTOM OF SLOPE HEADS ARE TO BE ABANDONED. LOCATE VALVE & CAP LATf;RALS,AS REQ'D. REMOVE HEADS & RISER{3. MAtNUN6 19 /1-/ IJAae-(IF WJ!l,I( II OTE: EXISTING TOP OF SLOPE ZONE IS TO REMAIN -LOCATE VALVe-B6X & CAP LATERALp -A;i REQ'D I / I \\ ' NOTE PROPOSED PARISH HALL ALL EXISTING IRRIGATION SERVING PLANTING AREAS TO BE REMOVED WITHIN THE BUILDING PAO AND SURROUND/NG PAVEMENT AREAS IS TO BE REMOVED. CONTRACTOR SHALL CONNECT EXISTING~~\' ~;::~'::'. ~•=:~~ ~ ,\ ~--~•_.,_. _,.J+J1, /RR/GA TION AT ISLAND TO NEW IRRI.GA TION , ' '_ ;::' c., \:.._, , ltl#t-..1,,, CONNECTNEW-#-~A~tl--~ /RR/GA TION FOR THIS AREA TO EX. 1" PVC LATERAL FROM VALVE #6. I I I EXISTING SLEEVES & LATERALS -CONNECT NEW PLANTERS TO EXISTING & PIPE TO NEW VALVE /RR/GA TION CONTROLLER ENCLOSURE: ESP-MC-40/ PED/ET MANAGER -INSTALL,, PER MFGR'S SPECIF/CA T/ONS "' "' ~ "' 10.28.10 HGB ,, PRESSURE LOSS CALCULATIONS WATER TYPE RECYCLED WATER HYDRAULIC GRADE LINE 815 DATE 3/8/10 METER NUMBER 1 PROJECT SAINT ELIZABETH METER SIZE 1" JOB NUMBER METER ELEVATION 510 LOCATION CARLSBAD STATIC PRESSURE 132 CLIENT VALVE NUMBER CHECKED B-20 CONTACT GPM AT VALVE 37 PREPARED BY PVM PUMP PSI 0 WATER DISTRICT VALLECITOS SERVICE LINE 39.00 WATER MEfER 8.00 WYE STRAINER 2.00 BACKFLOW PREVENTER 0.00 MASTER VALVE 0.00 FLOW SENSOR MAINLINE 5.00 /50LATION VALVES 2.00 REMOTE CONTROL VALVE 3.50 LATERAL LINES 4.23 HEAD LOSS 5.00 MISC LOSSES 0 SUBTOTAL ► 68.73 FITTING LOSSES 4.00 SUB TOTAL FROM ABOVE 68.73 REQUIRED PSI AT LAST HEAD 30 TOTAL 102.73 STATIC PSI 132 BOOSTED PSI 0 PSI REQUIRED 103 RESIDUAL PSI 29 NOTE 1. STATIC PRESSURE QUOTED ON THE PLANS IS BASED ON CURRENT VALLECITOS WATER DISTRICT POTABLE WATER PRESSURE. THE FUTURE CARLSBAD MUNICIPAL WATER DISTRICT (CMWD) RECYCLED WATER SYSTEM HAS 2 OPTIONS: • EXTENDING 800 PRESSURE ZONE, OR • EXTENDING 550 PRESSURE ZONE IF THE SECOND OPTION (550 ZONE) IS IMPLEMENTED, THE SITE'S RECYCLED WATER IRRIGATION SYSTEM WILL REQUIRE INSTALLING A BOOSTER PUMP AFTER THE METER. BLDG. SC"B:.\ffi'T'AL 03 JULY7, 2010 KEY PLAN SEE SHEET L•J,1 FOR IRRIGATION LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH © SCALE: 1" = 20-0" RliVISIONS DV ~ 5.18.10 JLP £ 10.28.10 HGB 6 6 6 6 .2 3 OS El CAJON BLYD. IAN DIEGO, CA 9 .2104 TEL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com L-3.1 "AS BUil T" ~ /Q./.// DATE INSPECTOR DATE I I ,'I LOWERCOURTYAROPLANTERREVISION& LEJ CITY OF CARLSBAD SHEETS 1---+---l-~C~O~NF~E~R~EN~C~E~B~U~IL~D~/NTG~P~A~Tl~O~R~EM~O~D~E~L,c._ __ +--t---t---t-----J 1 23 PARISH HALL VINE PLANTER ~=='-'==::::::::::PLA:::::::N::::N:::IN:::G::::D:::E::::PA::::R::::T::::M::::E:::N::::T====-'===~ DATE INITIAL DATE INITIAL DATE INITIAL • EXIST/NC ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN WEST APPROVED PLANNING OWNBY: KEE CHKD BY: JLP RVWDBY: ST, ELIZABETH SETON CATHOLIC CHURCH PROJECT NO. CUP 139 (8) z_. Z. ·11 DATE DRAWING NO. 467•1 L ..,_ r ,,. -. I I I I I I ~· 9 POTABLE WATER LINE '211 ' ' I ,-"~-----\---'\\----EXISTING 1" WATER METER (LANDSCAPE IRRIGATION ONLY) 132 PSI STATIC. POTABLE WATER ~ 2" 2 1 EXISTING RP BACKFLOW PREVENTER ,"'----1-\.-\-/NSTALL NEW MASTER VALVE & FLOW SENSOR ON EX. MAINLINE ' ' ' \ \ \ \ I \ \ I I SYM Q H VAR F 0® Q)®®© ®@0@ ®©@@ @) @@)@ @@) © ®@ "'7 IRRIGATION LEGEND MFGR MODEL# GPM RAD PSI DESCRIPTION RAJNBJRD 1800 SERIES -5' Q, H, V, F .10, .20, 5' 30 SPRAYHEAD • RAINBJRD 1800 SERIES -8' Q, H, V, F .25, .50, VAR, 1.00 8 30 SPRAYHEAD • RAINBJRD 1800 SERIES -10' Q, H, V, F .W, .80, VAR, 1.57 10 30 SPRAYHEAD • RAINBJRD 1800 SERIES -12' Q, H, V, F .65, 1.30, VAR, 2.60 12' 30 SPRAY HEAD ' RAJNBJRD 1800 SERIES -15' Q, H, V, F .93, 1.85, VAR, 3.70 15' 30 SPRAYHEAD ' RAJNBJRD 1800 SERIES -4' EST, 4'SST .61, 1.20 4x15', 4x30' 30 SPRAYHEAD • RAINBIRD 5000-PL-PC/FC-SAM-MPR-25 1.70 20' 45 ROTOR HEAD • RAJNBJRD 5000-PL-PC/FC-SAM-MPR-25 1.40, 2.90 25' 45 ROTOR HEAD • RAINBJRD 1806-SAM-PRS-5CST-B STREAM BUBBLER @.5 GPM \ I I I \ \ RAINBJRD ESP-MC-WIPED/ET MANAGER WI DATA INDUSTRIAL LARC,-JNSTALL PER _ffi_ MFGR'S SPECIFICATIONS. ALSO INSTALL RAIN SENSOR AT BLDG. PARAPET~ DATA IND. JR 220 P 1112" FLOW SENSOR -INSTALL ON EX. MAIN PER MANUFACTURER'S RECOMMENDATIONS IN 8" ROUND VALVE BOX N. / ' ' > / / / '(. EXISTING SANCTUARY \ \ EX. 314" LATERAL ,,,r-~. EX. IRRIGATION T01(EMAJN I EX. 3/4" LATERAL EX. IRRIGATION Tf) REMAIN EX. 11/4" ~ LATERAL ~ -., IY , " / \ I' ---EXISTING-2'' /RRIGATTI.JtlM IN I SANTA ' \ I I ' \ ' I ' I I I I I I I I ( \ \ -- I , \ "" \ C. ;, I I -I \ "' ~ I I i \ ~ I I \ ' I I \ I I I \ I I I \ I l _-1--+-Yt-TACTUAL LOCATION IS AT BOTTOM OF EX. SLOPE I ...... 8±3 DL] w I I \ I I \ I I \ I I \ I I \ I I \ I I ® ISi CSl ---------- -···- RAINBIRD EFB-CP MASTER VALVE -INSTALL ON EX. MAINLINE~ RAINBJRD PESB-R-PRS-D REMOTE CONTROL VALVE -SIZE AS NOTED -INSTALL ONE EXTRA VALVE WIRE A TEACH VALVE OR VALVE MANIFOLD B WILKINS 850 SERIES BALL VALVE -LINE SIZE -----;,,..._::--t,cF-,,+ NELSON 7645 QUICK COUPLING VALVE-----+~-=+- INLINE PVC SPRING CHECK VALVE ------.._, 8 KBJ KB/ PWP PWP PWP INLINE BRASS SWING CHECK VALVE/ \.7 PVC MAINLINE -1" -1112" SCH ,W; 2 "AND LARGER CLASS 315 -SIZE AS NOTED PURPLE COLOR FOR RECYCLED WATER USE PVC LATERAL -BELOW GRADE -SIZE AS NOTED -PURPLE COLOR FOR RECYCLED WATER USE -CLASS 200, 3/4" MIN SIZE SCH. 80 PVC SLEEVE -SIZE AS NOTED OR TWICE PIPE SIZE CARRIED WITHIN EXISTING JRRIGA TION MAIN TO REMAIN POTABLE WATER LINE -SEE CIVIL ENGR'S PLANS FIRE HYDRANT -SEE CIVIL ENGR'S PLANS -----CONTROLLER & STATION NUMBER ~-----GALLONS PER MINUTE -----VALVE SIZE 'ALL SHRUB ROTOR AND SPRAY HEADS SHALL BE IN 12" POP-UP BODIES NOTE: CONTRACTOR SHALL INSTALL INLINE SWING AND SPRING CHECK VALVES AS REQUIRED TO ELIMINATE LOW HEAD DRAINAGE ON ALL ROTOR, SPRAY AND BUBBLER SYSTEMS. IRRIGATION NOTES \ 1. THE WORK SHOWN ON THE IRRIGATION PLANS IS SCHEMATIC. ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, IRRIGATION HEADS, PIPING, ETC. ARE SHOWN IN THEIR APPROX/MA TE LOCATIONS ONLY. DETAIL DRAWINGS AND SPECIF/CATIONS WILL PROVIDE ADDITIONAL CLAR/FICA T/ON. I I \ I I \ I \ \ \ \ 2. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT JS OBVIOUS THEY ARE IN DIRECT CONFLICT WITH THE UNDERGROUND UTILITIES, STRUCTURES, PERMANENT IMPROVEMENTS OR PEDESTRIAN OR VEHICULAR SAFETY CONSIDERATIONS. 3. SPRINKLER HEAD LOCATIONS ARE TO BE ADJUSTED FROM THE DIMENSIONS SCALED OFF OF THE DRAWINGS TO PREVENT OVERSPRAY ONTO BUILDINGS, WALKS AND STRUCTURES. 4. NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS BETWEEN THE PLACEMENT OF PLANT MATERIALS AND IRRIGATION HEADS, AND DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONSIDERATIONS. 5. THE CONTRACTOR AND/OR OPERATOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE THE HEAL THY GROWTH OF THE PLANT MATERIALS. AT NO TIME SHALL THE CONTRACTOR I OPERA TOR APPLY WATER AT A RATE OR FREQUENCY WHICH RESULTS IN RUNOFF OR SOIL SATURATION. 6. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK /RR/GA TION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALLED FOR, OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS OR OTHER ITEMS OF WORK. 7. VALVE BOXES ARE TO BE LOCATED IN SHRUB AND GROUND COVER BEDS WHERE EVER POSSIBLE, AND AT LEAS f12" FROM THE EDGE OF THE BED. 8. IRRIGATION MAINLINES AND LATERALS THAT ARE SHOWN ON THE PLAN IN PAVED AREAS ARE TO BE LOCATED IN THE ADJACENT PLANTING AREA, 6" FROM THE EDGE OF PAVEMENT. MAINLINES MUST BE LOCATED OUTSIDE THE PUBLIC RJGHT-OF-WAYON PRIVATE PROPERTY. THE IRRIGATION SYSTEM SHOWN JS DESIGNED AND IS TO BE INSTALLED TO CARLSBAD MUNICIPAL WATER DISTRICT RECYCLED WATER IRRIGATION STANDARDS, ALTHOUGH IT JS CURRENTLY CONNECTED TO A POTABLE WATER METER. THE SYSTEM WILL BE CONVERTED TO RECYCLED WATER WHEN IT BECOMES AVAILABLE. ALL PIPE & VALVE BOXES ARE TO BE PURPLE. HEADS ARE TO HAVE PURPLE CAPS. ALL VALVES AND THE CONTROLLER ARE TO BE TAGGED TO SIGNIFY RECYCLED WATER USE. 10. THE CONTRACTOR MUST OBTAIN A COPY OF THE EXISTING CHURCH /RR/GA TION PLANS PRIOR TO STARTING WORK. 11. QUICK COUPLER VALVES MUST HAVE REVERSE ACME THREADS. 12. CHECK VALVES ARE TO BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS, AND AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 13. REV/51ON5 TO THE JRRIGA TION 5Y5TEM MU5T BE APPROVED ISY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD, BLDG. SUB.:'\HITAL 03 JULY 7, 2010 14. ANY NEW IRRIGATION SHALL BE FED FROM A TEMPORARY POTABLE SOURCE UNTIL THE REQUIRED SHUTDOWN TESTING IS COMPLETED AND APPROVED BY THE DEPARTMENT OF ENV/RNOMENTAL HEALTH. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OMISSION STATEMENT PROTECTION STATEMENT RIEVISIONS DY &5.18.10 JLP 6 6 6 6 6 ::a 3 o s EL CAJON BLVD. !AN DIEGO, CA ~'.2104 T&L, 619.294.9042 P.AX, 619.294.9028 www.dpadesign.com THERE ARE NO DRINKING WATER FOUNTAINS, DESIGNATED OUTDOOR EA TING AREAS OR PLAYGROUND EQUIPMENT PROPOSED IN THIS PROJECT. THERE ARE NO WATERCOURSES ON THIS SITE. SEE CIVIL ENGINEER'S PLANS FOR LOCATIONS OF MAJOR CATCH BASINS. THERE ARE NO DECORATIVE FOUNTAINS, SWIMMING POOLS, OR WELLS ON THIS SITE. NORTH KEY PLAN © 0 10 20 --40 ---SCALE: 1" = 20-0" JON L POWELL -$, 1 ~~ GN,.n.JNI! 1.13.11 L-3.2 APPROVED FOR PLANTING "AS BUil T" AND IRRIGATION ONLY, ~ IP✓,// INCLUDING PRECISE TITLE ~,+#?us DATE LOCATION OF PLANTING REVIEW1J' AREAS. /.:> -~l-\1 I~ lt--l:::U-E}i INSPECTOR DATE I SH~TI CITY OF CARLSBAD SHEETS PLANNING DEPARTMENT 23 IRRIGATION PLAN EAS1.' APPROVED PLANNING OWNBY: KEE DATE INITIAL DATE INITIAL CHKD BY: JLP OTHER APPROVAL CITY APPROVAL RVWDBY: ST, ELIZABETH SETON CATHOLIC CHURCH PROJECT NO. CUP 139(8) t-~-\\ DATE DRAWING NO. 467-1l t"\QJV> ,t 022u1 -t::- ~ -J I -r Ii . DO NOT DRINK TAG 11~011 x 1" Df WIRE COILS -----------SxT SCH 40 PVC SELL ------WATERPROOF WIRE CONNECTORS ______ VALVE BOX-INSTALL 1" ABOVE F/NSH GRADE. MARK LID WITH "RVC" AND STATTON NUMBER ,,----FINISH GRADE NOTE WHERE RECYCLED WATER IS USED, ALL VALVE BOXES SHALL HAVE A RECYCLED WATER WARN/NG PERMANENTLY MOLDED OR AFFIXED WITH RIVETS TO THE LID. WARNINGS SHALL READ "RECYCLED WATER-DO NOT DRINK" IN BOTH ENGLISH AND SPANISH. VALVE BOX LIDS SHALL ALSO INCLUDE THE INTERNATIONAL "DO NOT DRINK" SYMBOL ( A GLASS OF WATER WITH A SLASH THROUGH IT). VALVE BOX AND COVER TO BE PURPLE COLORED. _____ PVC MALE ADAPTER -SPECIFIED LINE SIZE TO VALVE THREAD SIZE J.-~p=v:;'°1~3:l--~~---PVC UNION -SPECIFIED LINE SIZE '-----PVC LATERAL -SEE PLAN FOR SIZE ~,2:-;;~';c0s,d.\...~~:r"'t~,d, '---(4) BRICK SUPPORTS -1 EACH CORNER ll~=#---rrr-i----7-----, ~----1 CU.FT 3/4" WASHED CRUSHED GRAVEL < -~,----~L_l_~~===±:)------SCH 80 PVC CLOSE NIPPLE -VALVE ~ THREAD SIZE ~--------PVC MAINLINE-SEE PLAN FOR SIZE i ::;; '-------------PRESSURE MAIN LINE PIPING WITH MAIN \sl LINE FITTING (DEPTH AS REQUIRED) '---------------COMMON AND CONTROL WIRES TO CONTROLLER LOCATION _____ BALL VALVE PER LEGEND LINE SIZE ---FIN/SH GRADE --SCH80 PVC CLOSE NIPPLE 10" ROUND VALVE BOX PER ,,--SPECS _,.--PVC UNION SCH80 PVC 46 ELL ~(4REQUIRED) / _,.------SCH80 PVC MAINLINE- SIZE PER PLAN __ 4 BRICK SUPPORTS (1-EACH CORNER) ---► FLOW A _R_E __ M.;..O.;......T ... E_C __ O......,N.;..T_,R.......,.O_L __ V ___ A __ L __ V .... E ____ D __ E __ T __ A'---IL ___ S_C_AL-E-3/-4"-=1'--0-" -®t-=B.;;..;A=L=L....;;V..;;..A=L;;..;;V...;;;E;...;;D;;;;..;E=T;;..;;A..;;.;l=L'----------- No SCALE NOTE WHERE RECYCLED WATER IS USED, ALL VALVE BOXES SHALL HAVE A RECYCLED WATER WARN/NG PERMANENTLY MOLDED OR AFFIXED WITH RIVETS TO THE LID. WARNINGS SHALL READ "RECYCLED WATER-DO NOT DRINK" IN BOTH ENGLISH AND SPANISH. VALVE BOX LIDS SHALL ALSO INCLUDE THE INTERNATIONAL "DO NOT DRINK" SYMBOL ( A GLASS OF WATER WITH A SLASH THROUGH IT). VALVE BO AND COVER TO BE PURPLE COLORED. DO NOT --l-4--.../ DRINK TAG FINISH GRADE 10" ROUND VALVE BOX -MARK LID WITH "QCV" QUICK COUPLER VALVE PER LEGEND -ACME THREADS & PURPLE CAP REQ'D STAINLESS STEEL CLAMP- (2) REQUIRED 1 CU. FT. 314" WASHED CRUSHED GRAVEL 3/4" x 3" BRASS TBE NIPPLE BRICK SUPPORT -FULL PERIMETER ,..__ _______ 1/2" x 1'-0" LONG GALV. PIPE STAKE ~-_:::c,-!1-----, '-----L---=:~~,.__,,,::--~-=::::::=:E>-----3/4" SCH 80 TBE NIPPLE IN LINE DRIP TUBING DRIP LATERAL LINE FINISH GRADE RECYCLED WATER WARNING TAPE - 2 LOCATIONS LATERAL---l----_/ LINE '1-_ PRESSURE SUPPLY LINE L...----,,!~---=:i----CONTROL WIRES ---PAVEMENT FINISH SURFACE CLEAN BACKFILL -,,-,7777'1'7777r77e,...,.-,..-n·~ SUBGRADE OPEN AREAS DETAIL NOTE: 1. BACKFILL MATERIAL SHALL BE FREE OF RUBBISH, VEGETABLE MATTER, FROZEN MATERIALS, AND STONES LARGER THAN 3/8 INCHES IN MAX. 2. PROVIDE NOT LESS THAN 3 INCHES OF CLEARANCE BETWEEN EACH LATERAL LINE, AND NOT LESS THAN 6 INCHES Of CLEARANCE BETWEEN LATERAL LINES AND MAINS. CLEAN BACKFILL RECYCLED WATER WARN/NG TAPE - NOTE ALL SPRAY AND ROTOR HEADS SHALL HAVE PURPLE COLORED CAPS DESIGNATING RECYCLED WATER USE. POP -UP ROTOR OR SPRAY HEAD PER LEGEND FINISH GRADE .,4 ________ TBE SCH 80 PVC NIPPLE - LENGTH AS REQUIRED (8" MIN) _________ PVC LATERAL LINE -SEE PLAN '-----L-_;;;;:_J'~:---'--' FOR SIZE '----------MARLEX STREET EEL "--------THRDxSxS SCH 80 PVC TEE C -+--P=-0.;::;.:.P_--=U-=-P....:R=-=-=O~T~O::..:R:.:...::O::..:R:.:..;:S;.:.P..:.R.=:A~Y....:H:..:.:E::..A:.:D:;....::D:..:E:..:!:..:f;..:.L:.:~ ~=-/4-"=-1'--0" CONTROLLER PER LEGEND -SEE ----MfGR. MANUAL FOR MOUNTING INSTRUCTIONS 120 VOLT POWER WIRING IN -----CONDUIT-PER LOCAL CODES - SEE ELECTRICAL PLANS _____ ,CONTROL AND COMMON WIRES IN CONDUIT -SECURE TO WALL ----WALL ---GRADE 2" CONDUIT SWEEP UF. DIRECT BURIAL WIRES TO 3'-0" REMOTE CONTROL VALVES -IN ,,,__ __ ~ __ __, CONDUIT TO 3'-0" FROM CONTROLLER NOTE: ALL WIRING SHALL BE INSTALLED PER LOCAL CODES @NOTUSED NO SCALE STAINLESS STEEL SENSOR ENCLOSED WITH PERFORATED TOP MODEL 502, 24 VOLT MINI-CLIK HOUSING MADE FROM U. r -------7 STABILIZED VALOX THERMOPLASTIC V. CLICK STOP SETTINGS -MEASURE RAINFALL IN QUANTITIES Of 1/8" TO 1" ADJUSTABLE VENTILATION HOLES TOTALLY SEALED & WEATHERPROOF SWITCH MECHANISM LOCATE SENSOR ABOVE TOP OF CONTROLLER ENCLOSURE CABINET R&VISION:S DV 2 3 o s El CAJON BLVD. !AN DIEGO, CA 92104 TEL, 619.294.9042 FAX, 619.294.9028 www.dpadesign.com ....____ ______ 3/4" SCH 80 PVC STREET ELLS - (2) REQUIRED 3. SLEEVE ALL PIPE AND WIRES UNDER WALKS, DRIVEWAYS, STRUCTURES, WALLS, ETC. EXTEND SLEEVE INTO LANDSCAPE AREA 12 INCHES MIN. 2 LOCATIONS ,...o+-1-+---PRESSURE MAINLINE ALUMINUM MOUNTIN/G-_1 BRACKET E .__ ________ 3/4" THRDxSxS PVC TEE QUICK COUPLERS SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. UICK COUPLER VALVE DETAIL SCALE 314"=1'-0" FINISH GRADE PVC NIPPLE FEMALE ADAPTER PVC LATERAL ANTI-DRAIN VALVE PER SPEC/FICA TIONS -(D ANTI-DRAIN VALVE DETAIL NO SCALE ! I PIPE -IN SCH. 80 SLEEVE LATERAL LINE -.__ ___ CONTROL WIRES IN SCH. 80 SLEEVE UNDER HARDSCAPE DETAIL -® IRRIGATION PIPE • TRENCHING MALLEABLE POST TOP NO SCALE (2) 3/16" GALV. VANDAL RESIST. SIGN r'<--f"l----"'B70LTS (TYP.) In Order to Conserve Water ... RECYCLED WATER IN USE EASE CORNERS ~ C (L ~i'.;: OONOT NO TOME EL AGUA '-' DRINK NOTE WASH HANDS AFTER CONTACTING LAVESe SUS MANOS DESPUES De USAR 1. SIGN BACKGROUND COWR TO BE PURPLE 2. LETTERING TO BE BLACK 3. WATER GLASS AND CROSS-OUT SYMBOL TO BE BLACK 4. SIGN SUBSTRATE TO BE .032 ALUMINUM OR .060 ABS PLASTIC 5. GRAPHIC MAY BE SILK SCREENED OR U.V. RESISTANT STICK ON VINYL LETTERING NOTE: SIGNS ARE NOT REQUIRED WHILE THE SYSTEM IS CONNECTED TO POTABLE WATER. THEY ARE TO BE INSTALLED ONCE CONNECTIONS ARE MADE TO RECYCLED WATER. J RECYCLED WATER SIGN SEE PLAN, SHEET L-3.0 FOR LOCA T/ONS 1112" DIA. SCH.40 GALV. POST SLOPE TOP TO DRAIN 0 GRADE j, 8" i DIA. NOTTO SCALE WIRES TO CONTROLLER.---~ G _...,__W~A=L=L=-=M'-=--=O-=U:.:.N-=-T:.....;;;C:..:O:..:N-=-T.:..;R:..:O=L=LE=-:R:.:.-•-=E:.::.X-=-T::..:E::.::R~l:..:O:..:R-=---- No SCALE H MINI-CLIK II RAIN SENSOR ON CONTROLLER NO SCALE STREET SURFACE POTABLE SERVICE LINE (SEE IMPROVEMENT DRAWINGS) RECLAIMED WATER /RR/GA TION MAINLINE -~ W/SLEEVE TABLE SERVICE LINE SIDEWALK --~ POTABLE SERVICE LINE 10' MIN. TO POTABLE MAINLINE IN STREET POTABLE MAINLINE RECLAIMED WATER IRRIGATION MAINLINE W/SLEEVE RECYCLED & POTABLE -® WATER LINE CROSSINGS NOTE 1. ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVE SHALL BE PURPLE AND LABLED AS SPECIFIED IN STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER MAINS, 1993. 2. VER/TICAL CLEARANCE OF 12" MIN. IS MAND/TORY WHEN CROSSING PATH OFA POTABLE WATER LINE. INSTALLATION Of RECLAIMED WATER /RR/GA T/ON MAINLINE 24" FROM FACE OF SIDEWALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN STREET. METER BOX W/METER BLDG. SUBMI'ITAL #2 BID SET. APRIL 28, 2010 RECYCLED WATER NOTES 1. SPRINKLERS, ROTOR HEADS AND OTHER TYPES OF DISPERSION HEADS ON RECYCLED WATER SYSTEMS SHALL HAVE THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SURFACE SHALL BE COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC. DECALS ON RISERS ARE NOT ACCEPTABLE. 2. ALL EQUIPMENT LOCATED IN VALVE BOXES SHALL ALSO HAVE PURPLE BILINGUAL (ENGLISH I SPANISH) PLASTIC OR VINYL TAGS NOTING "DO NOT DRINK" A TT ACHED. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L-3.3 "AS BUil T" ~ ld./,1/ TITLE ,1/,f if'?6tJ5 DATE REVIEWED? rt~ ~-~\l..s;,tl-!0·$1-11 INSPECTOR DATE 1-----+----+-------+-+----1-----!-~ ~=:::'..:::==========::::'....::= CITY OF CARLSBAD ~ PLANNING DEPARTMENT 3 IRRIGA'I'ION DETAILS ST, ELIZABETH SETON CATHOLIC CHURCH l-----+-----l------------+------1----1----1------a ~-'Gt <:r E::\l:.:>~ ,t,, ~ LI I APPROVED -('; I -"- 1-----1--+------------------l---+--l---+----j ~P~LA~N:;:N~IN:;:G::=::::;::;;:=~=======:::;-;:==D::::A=T::::E===! OWN BY: KEE PROJECT NO. DRAWING NO. CHKO BY: JLP RVWO BY: CUP 139 (8) 487-1L DATE JNIT1AL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 022A1 -t: " -..l I -r- " ' IRRIGATIOH NOTES 1. THE WORK SHOWN ON THE /RR/GA TION PLANS IS SCHEMA TIC. ALL ITEMS, I.E. CONTROLLERS, VALVES, MAINLINES, SLEEVES, WIRES, /RR/GA TION HEADS, PIPING, ETC. ARE SHOWN IN THEIR APPROXIMATE LOCATIONS ONLY. DETAIL DRAWINGS AND SPECIF/CATIONS WILL PROVIDE ADDITIONAL CLAR/FICA TION. 2. THE CONTRACTOR SHALL NOT LOCATE ANY ITEMS WHERE IT IS OBVIOUS THEY ARE IN DIRECT CONFLICT WITH THE UNDERGROUND UTILITIES, STRUCTURES, PERMANENT IMPROVEMENTS OR PEDESTRIAN OR VEHICULAR SAFETY CONSIDERATIONS. 3. SPRINKLER HEAD LOCATIONS ARE TO BE ADJUSTED FROM THE DIMENSIONS SCALED Off Of THE DRAWINGS TO PREVENT OVERSPRAY ONTO BUILDINGS, WALKS AND STRUCTURES. 4. NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS BETWEEN THE PLACEMENT OF PLANT MATERIALS AND IRRIGATION HEADS, AND DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONSIDERATIONS. 5. THE CONTRACTOR AND/OR OPERA TOR SHALL ONLY APPLY SUFFICIENT WATER TO PROMOTE THE HEAL THY GROWTH OF THE PLANT MATERIALS. AT NO TIME SHALL THE CONTRACTOR I OPERATOR APPLY WATER AT A RA TE OR FREQUENCY WHICH RESULTS IN RUNOFF OR SOIL SATURATION. 6. DO NOT LOCATE TREES OR TALLER SHRUBS IN LOCATIONS WHERE THEY WILL BLOCK IRRIGATION HEADS AND PREVENT ADEQUATE COVERAGE. WHERE CALLED FOR, OBTAIN APPROVAL OF THE LANDSCAPE ARCHITECT FOR PLACEMENT OF TREES, SHRUBS OR OTHER ITEMS OF WORK. 7. VALVE BOXES ARE TO BE LOCATED IN SHRUB AND GROUND COVER BEDS WHERE EVER POSSIBLE, ANDATLEAST12" FROM THE EDGE OF THE BED. 8. /RR/GA TION MAINLINES AND LA TERA LS THAT ARE SHOWN ON THE PLAN IN PAVED AREAS ARE TO BE LOCATED IN THE ADJACENT PLANTING AREA, 6" FROM THE EDGE OF PAVEMENT. MAINLINES MUST BE LOCATED OUTSIDE THE PUBLIC RIGHT-Of-WA YON PRIVATE PROPERTY. 9. THE CONTRACTOR MUST OBTAIN A COPY OF THE EXISTING CHURCH /RR/GA TION PLANS PRIOR TO STARTING WORK. 10. QUICK COUPLER VALVES MUST HAVE REVERSE ACME THREADS. 11. CHECK VALVES ARE TO BE INSTALLED AT LOCATIONS SHOWN ON THE PLANS, AND AS NEEDED TO PREVENT LOW HEAD DRAINAGE. 12. REVISIONS TO THE IRRIGATION SYSTEM MUST BE APPROVED BY PUBLIC HEALTH ENGINEER, CITY ENGINEER AND DISTRICT ENGINEER PRIOR TO IMPLEMENTATION IN THE FIELD. 13. ANY NEW IRRIGATION SHALL BE FED FROM A TEMPORARY POTABLE SOURCE UNTIL THE REQUIRED SHUTDOWN TESTING IS COMPLETED AND APPROVED BY THE DEPARTMENT OF ENVIRNOMENTAL HEAL TH. •. . \\ ~ ' ·~~ ~· I '· \ 0 '' " . .,..Q y. ' ' " ' " .. ' .. .. .. .. IRRIGATION LEGEND SYM Q H VAR F MFGR MODEL# GPM RAD PSI DESCRIPTION e@ RA/NB/RD 1800 SERIES -5' Q, H, V, F .10, .20, 5' 30 SPRAYHEAD • <D®®© RA/NB/RD 1800 SERIES -8' Q, H, V, f .25, .50, VAR, 1.00 8 30 SPRAYHEAD • ®@Q)@ RA/NB/RO 1800 SERIES -10' Q, H, V, F .40, .80, VAR, 1.57 10' 30 SPRAYHEAD • ®©@@ RA/NB/RD 1800 SERIES -12' Q, H, V, f .65, 1.30, VAR, 2.60 12' 30 SPRAYHEAD • @®@® RA/NB/RD 1800 SERIES -15' Q, H, V, F .93, 1.85, VAR, 3. 70 15' 30 SPRAYHEAD • @~ RA/NB/RO 1800 SERIES -4' EST, 4'SST .61, 1.20 4x15', 4x30' 30 SPRAYHEAD • @© ® HUNTER MP 1000 -Q, H, F .20, .37, . 75 15' 40 MPROTATOR • @@ ® HUNTER MP 2000 -0. H. F .40 •. 74, f.47 20' 40 MPROTATOR • @@ ® HUNTER MP 3000 -Q, H, F .86, 1.82, 3.64 25' 40 MPROTATOR • • ALL SHRUB ROTATOR ANO SPRAY HEADS SHALL BE IN 12" POP-UP BODIES S RA/NB/RD EXISTING RELOCATED REMOTE CONTROL VALVE -RECONNECT TO EXISTING CONTROLLER B WILKINS 850 SERIES BALL VALVE -LINE SIZE ---;,=--h-.,.-,,ct-E NELSON 7645 QUICK COUPLING VALVE----t.-_~3~_3.-,- -•-PWP EXISTING 2" IRRIGATION MAINLINE-POTABLE PVC LATERAL -BELOW GRADE -SIZE AS NOTED ------------------ ' ' I ' ' ' ' ' ' Ti I \ ~ PWP PWP \ \ \\ 1\ ~ SCH. 80 PVC SLEEVE -SIZE AS NOTED OR TWICE PIPE SIZE CARRIED WITHIN CONNECT TO EXISTING MAINLINE IJ)CAflON \ \ I TING 2" rerABLE -~ l) \ LIM/TS OF---►\ ?J' GRADING \ ~a:; \ _., ill:!tJ),, / "\, \ t4___.. \'\...-_.... ,,,, \ \ ¾ ,,-"::::,,- \ ---,,,; ~ ~~W1,11~S f!'-OJ~C r EX. IRRIGATION- TO REMAIN I NOTE ALL EXISTING /RR/GA TION SERVING PLANTING AREAS TO BE REMOVED WITHIN THE BUILDING PAO AND SURROUNDING PAVEMENT AREAS IS TO BE REMOVED. OMISSION STATEMENT PROTECTION STATEMENT r EX. IRRIGATION_/ TO REMAIN EXISTING 2" POTABLE~.-.-- IRRIGATION MAINLINE THERE ARE NO DRINKING WATER FOUNTAINS, DESIGNATED OUTDOOR EA TING AREAS OR PLAYGROUND EQUIPMENT PROPOSED IN THIS PROJECT. THERE ARE NO WATERCOURSES ON THIS SITE. SEE CIVIL ENGINEER'S PLANS FOR LOCATIONS OF MAJOR CATCH BASINS. THERE ARE NO DECORATIVE FOUNTAINS, SWIMMING POOLS, OR WELLS ON THIS SITE. BLDG. SUB.MI'TTAL 02 OCTOBER 28, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH © 4 8 -----SCALE, 118" = 1-0" REVISIONS BV & 10.28.10 HGB 6 6 6 6 6 2 31 o s EL CAJON BLVD. SAN DIEGO, CA 92104 TEL, 619.214.9042 PAX, 619.214.9028 www.dp1de1ign.com vJ<DS JONLPOWE """ a L-3.4 "AS BUil T" ~ /1)('.I/ TITLE kA-#-1646 DATE REVIEWED rY: JU Gt-~t.~ !.e>~ l-ll INSPECTOR DATE CITY OF CARLSBAD ~ 3 10.28.10 HGB /\ CONFERENCE BUILDING PATIO REMODEL ~ 1---+---t-------+----+----+---+---t ~ ~===='..============--====: DATE INITIAL DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANNING DEPARTMENT IRRIGATION PLAN CONFERENCE BUILDING PA'l'IO ST, ELIZABITH SETON CATHOLIC: CHURCH APPROVED PLANNING OWNBY: HG/3 CHKD BY: JLP RVWDBY: PROJECT NO . CUP 139 (B) 1,•~\1 DATE DRAWING NO. 467-1 L 06-034 022Z'.I 1 -c:- 6' -.l I -r Ii I i 1: PROPERT LINE R.O.W. /'\---~"f. \ \ \ \ " \ I 'l'ii~'."' I I I I \ \ ' \ ' '- \ ' \ \ ' ' I ' \ GRASSPAVE TURF BMP -ALSO SEE CIVIL ENGR'S PLANS \ -- ' • ' \ \ \ \ '\·· ..... \'· .. ·· ... ' ' ' I ' ' ...---- ('' \ / / \ \ EGETATED SWALE -ALSO--__i_::~_->- EE CIVIL ENGR'S PLANS ' ' ... \ \ \ \ ...----...----...---- 7 / / 12" POD GRA • / ' / ' I I I W"EUC SID I \ ~ \ • .-/ ' I I / I I \ \ ...----...---- SEE SHEET L-4,3 FOR DETAIL IN THIS AREA \ \ I ·-' -z I , \ \ 20" EU4 SID I I / / \ ' ' \ \ I O" EU~ SID I I ' ' \ \ W"EU}s1D I I •. / ' / -r ·-___ 6> SDGE EASE~ NO TREES i,.L~D IN ...---EASEMENT ...---- EXISTING CONFERENCE BUILDING ...----...---- ...----...---- 10.14.10 -ADD (2) FICUS PU MILA...,~.,_.,, & FILL LINEAR PLANTER & WI HEMEROCALLIS PER PLANT LEGEND PROPOSED PARISH HALL \ • -• _. • I , / I 10.28.10 HGB SLOPE RE-VEGETATION NOTES: SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OF MORE OF THE FOLLOW/NG PLANflNG STANDARDS: A. B. C. D. STANDARD 1 -COVER CROP/REINFORCED STRAW MATf/NG: COVER CROP SHALL BE A SEED MIX TYP/CALL Y MADE UP OF QUICK GERM/NA TING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICAflON. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN 30 DAYS. TYPE OF REINFORCED STRAW MATf/NG SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER REINFORCED STRAW MATTING SHALL BE REQUIRED WHEN PLAN fl NG OCCURS BETWEEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL BE USED THE REMAINDER OF THE YEAR STANDARD 2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED WlfH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTER/Sf/CS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). STANDARD 3 -LOW SHRUBS LOW SPREAD/NG WOODY SHRUBS (PLANTED FROM A MIN/MUM OF 2-3/4" LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). STANDARD 4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (1) PER TWO HUNDRED (200) SQUARE FEET. SLOPES -6:1 OR STEEPER AND: A. B. C. 3' OR LESS IN VERflCAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #1. 3' TO 8' IN VERflCAL HEIGHT REQUIRE STANDARDS #1,#2, AND #3 . IN EXCESS OF 8' IN VERflCAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4 . AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #1 (COVER CROP) WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDlflONS: A. B. C. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING A POTENflAL EROSION PROBLEM AS DETERMINED BY THE CITY IDENflFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT NORTH SEE SHEET L-4,l FOR PLANTING NOTES & LEGEND © SEE SHEET L-0, I FOR PLANTING DETAILS 0 10 20 ----SCALE: 1" = 20"0" RliVISIONS DV & 5.18.10 JLP L&_ 10.28.10 HGB D. D. D. D. 2 3 0 .S El CAJON BLVD. SAN DIEGO, CA ~ ::a I O 4 TEL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com 40 L-4.1 BLDG. SUBMYlTAL 03 JCLY7, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11AS BUil T11 ~ 1,.1.11 TITLE ~,d_ *fd,/5 DATE REVIEWED BY: /1'_;<1 / ~ 0).o'ft' '9·S\-\I INSPECTOR DATE CONFERENCE BUILDING PATIO REMODEL LOWERCOURTYARDPLANTERREV/SION& ~ CITY OF CARLSBAD ~ 1---+---+-p"'A..,,R"IS..-H"HnAr.-L'L "Vl"'N,.E"P'LA"N"T,,,.ER;,;---------,----t----i---+--, 5 PLANNING DEPARTMENT 3 :=='....'.::::=========::::'...'.::==: LAi~DSCAPE PLf\NTING PLf\N '\VEST ST, ELIZABETH SETON CATHOLIC CHURCH l----+---1--------------t-----t----t----t------1 1-AP-PR_o_vE_o_~,~-'~I _g_._e~\\--o~t __ . PLANNING '2-~U DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL OWN BY: DATE INITIAL CHKD BY: CITY APPROVAL RVWDBY: KEE JlP PROJECT NO. CUP 139 (B) DRAWING NO. 467•1L N vJ ~ "' -1 l -r I I I I I I I I i I I I I I I I ~· ◊ I I / I \ \ / \ • I // -c~ I /,,. ··,, 'rn L0J=i:~H5 +'.i1'Ti=e::) ••·•··•• --------'I -PROPERTYLINE I R.O.W. ' SANTA EXISTING SANCTUARY I i_ I ; I I ; I I , 'MPAfii ISABEL \ \ \ \ \ I ' ,,, fl 5" TRI qoN I I I I / I \ \ GRASSPAVE fURf BMP -ALSO SEE CIVIL ENGR'S PLANS STREET \ \ \ \ I \ \ I \ I \ \ I ------ ------ \ I \ \.,, ,n 0 \~ -< •r lz \; 0 I'<. I. \ I I \ I \ \ \ i 15"PiNCAR I / ( ~ \ ti 15"PNCAR I I \ \ \ \ \ \ \ \ I \ ' ' \ I I PLANT LEGEND BOTANICAL NAME fREES ARECASTRUM ROMANZOFFIAN/UM JACARANDA M/MOS/FOL/A 0 LEPTOSPERMUM 'RUBY GLOW STD. LOPHOSTEMON CONFERTUS PHOENIX ROEBELL/N/ P/NUS CANARIENSIS 4~ P/NUS HALEPENSIS PYRUS KAWAKAMI/ SAP/UM SEB/fERUM LMUS PARV/FOL/A COMMON NAME SPACING/QTY. NOTES QUEEN PALM 14' BTH 1 OR REFLANf EX. JACARANDA 24"BOX 2 RUBY GLOW STANDARD 15 GAL. 4 STANDARD BRISBANE BOX 24"BOX 9 PYGMY DA TE PALM 24"BOX 13 2PUPS MIN. CANARY ISLAND PINE 24"BOX 14 ALEPPO FINE 24" BOX 18 EVERGREEN PEAR 24" BOX 4 STANDARD CHINESE fALLLOWTREE 24"BOX 3 EVERGREEN ELM 24"BOX 15 \ (/----~----~_,,__-¥' 1 5{ TRI CON o ~~;.----"..__..,,,_ EX/Sf/NG TREE TO REMAIN, TYPICAL -SEE EXIST/NG TREE LEGEND ALSO ~ B UH/NIA VARIEGAfA ORCHID TREE 24" BOX 11 STANDARD '\ I 0 \ \,, __ ,,.,/ EX/ST/NG LOW SHRUBS TO REMAIN IN AREA WlfHIN L/MlfS Of WORK AND AS NOTED ON PLANS ' ' \ I I \ I I \ I \ I I \ I \ I I \ SHRUBS LARGE SHRUBS (£) PHORM/UM TENAX 'ATROPURPUREA' NEW ZEALAND FLAX ® PHOT/NIA fRADES/1 PHOT/N/A MEDIUM SHRUBS @ ESCALLON/A fRADES/1 1B) MYRTUS COMMUN/S COMPACTA ® NANO/NA DOMEST/CA Q) RAPHIOLEP/S I. 'JACK EVANS' ® RAPHIOLEP/S IND/CA 'CLARA' LOW SHRUBS @ AGAVE ATTENUATA 0 /LEX VOM/TOR/A 'NANA' "'"a,]""""""" ROSA x 'FLOWER CARPEf 'WHITE' PERENNIAL COLOR I 111111111 AGAPANTHUS AFR/GANUS 0 DIETES B/COLOR ESCALLON/A TRUE MYRTLE HEAVENLY BAMBOO IND/A HAWTHORNE DWARF /ND/A HAWTHORN FOXTAIL AGAVE DWARF YAUPON WHITE FLOWER CARPET LILY OF THE NILE FORTNIGHT LILY 1111111 ! HEMEROCALLIS HYB. (EVERGREEN) YELLOW DAYL/LY 0 PHORM/UM TENAX 'BRONZE BABY' NEW ZEALAND FLAX 5GAL. 5 5GAL. 24 5GAL. 46 5GAL. 124 5 GAL. 4 5GAL. 286 5 GAL. 205 5 GAL. 10 1 GAL. 28 1 GAL. 2' 0.C. OR2GAL. 1 GAL. 18" 0.C. 1 GAL. 94 1 GAL. 18" O.C. 1 GAL. 102 : . J\ BOUGAINVILLEA 'SAN DIEGO RED' BOUGAINVILLEA f& y'\l'...-'N'\ FICUS PUM/LA CREEPING FIG 5GAL. 22 I \ I \ \ GROUNDCOVERS ~~=~ DELOSPERMA ALBA t;S-._'S;j DROSANTHEMUM FLOR/BUNDA I GAZANIA RIGENS LEUCOLEANA L. <: I fURf f5555555J CAREX PRAEGRACILIS WHITE ICEPLANf ROSEA ICEPLANf 1 GAL. 7 ALSO PLANT1 GAL. PARTHENOCISSUS fRICUSPIDAfA 3' FROM FICUS FLATS 12" O.C. FLA TS 12" 0.C. TRAIL/NG YELLOW GAZANIA FLA TS 12" O.C. MARA THON II HYBRID FESCUE SOD OR MEDALLION CALIFORNIA FIELD SEDGE FLATS" 8" 0.C. PLANT IN 18" DEEP AMENDED SOIL RSVISIONS DV ::a 3 0 s EL CAJON BLVD. SAN DIEGO, CA 9:::1104 TBL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com PLANTING NOTES 1. ALL NON-TURF PLANTING BEDS ARE TO BE MULCHED WITH 3" BARK CH/PS (WALK-ON BARK) FOLLOW/NG PLANT/NG. 2. QUANTITIES SHOWN ARE FOR REFERENCE ONLY. INSTALL PLANfS IN QUANT/TIES AS SHOWN BY SYMBOLS ON PLAN. 3. ALL TREES PLANTED WITHIN 5' OF PAV/NG ARE TO HAVE LINEAR ROOf BARRIERS: 'ROOT SOLUTIONS' (24" WIDTH) SHALL BE PLACED A f THE EDGE OF PAVING AND SHALL EXfEND 6' MINIMUM EACH SIDE OF THE CENfER Of THE TREE. ROOT SOLUTIONS, 800.554.0914. 4. FLANfS ARE TO BE INSfALLED IN EVENLY SPACED SfRAIGHf LINES AS SHOWN ON THE PLANS TO FORM HEDGES AND MASS PLANTINGS. IRREGULAR PLANT SPACING WILL NOf BE ACCEPf ABLE. 5. ALL AREAS Of EXIST/NG fURF TO REMAIN THAT ARE DAMAGED DUR/NG CONSTRUCT/ON SHALL BE SMOOTHED, TOP-DRESSED AND OVERSEEDED@ 8 LBS I 1000 SF WITH 'MEDALLION DWARF' TURF SEED MIX. 6. ALL PLANfER AREAS SHALL SLOPE AWAY FROM THE BUILDINGS AND STRUCTURES@ 2% MIN., TERM/NAT/NG IN fHE DRAINAGE SYSTEM AS SHOWN ON fHE CIVIL ENRG'S PLANS CROWN PLANfER ISLANDS@ 2% TO DRAIN OVER CURBS. 7. fHE CONfRACfOR IS ro CONf ACf fHE LANDSCAPE ARCHITECf PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW PROJECT UTILITY LOCATIONS. PLANS MAY BE REVISED AS NECESSARY TO SCREEN ALL UT/LIT/ES FROM VIEW. KEY PLAN NORTH I WOOD CH/PS -3" DEPTH -ALSO SEE PLANT/NG NOTES SEI SHEET L·O,I FOR PLANTING DETAILS © EXISTING PLANT LEGEND ARE ROM ARECASTRUM ROMANZOFFIANUM ERY GAF ERYTHR/NA GAF FERA EUC FIG EUCALYPTUS FICIFOLIA EUC SID EUCALYPTUS SIDEROXYLON JAG M/M JACARANDA M/MOS/FOL/A JUN V/R JUNIPERUS VIRGIN/ANA LIQ STY LIQU/DAMBAR STYRAC/FLUA PIN CAR P/NUS CANARIENSIS PIN HAL P/NUS HALEPENSIS PLA ACE PLA TANUS ACER/FOL/A POD GRA PODOCARPOS GRACILIOR PYR KAW PYRUS KAWAKAMI/ '" OVERSEED WITH SLOPE SAVER FESCUE AS AVAIL FROM AGRONO-TEC/ BUNDY CANYON TURF AT 8# I 1,000 S.F. THE CITY OF CARLSBAD REQUIRES 100% FULLY KN/TfED COVERAGE OF THE BIO-SWALE PRIOR TO ISSUANCE OF A BUILDING OCCUPANCY PERMIT. QUEEN PALM CORAL fREE RED FLOWERING GUM RED IRONBARK JACARANDA EASfERN RED CEDAR SWEEfGUM CANARY ISLAND FINE ALEPPO PINE LONOON PLANE TREE FERN PINE 10.28.10 HGB BLDG. SUB.MITI'AL 03 JULY7, 2010 PARISH HALL VINE PLANfER RAP MAJ RHAPHIOLEPIS 'MAJESTIC BEAUTY' EVERGREEN PEAR STANDARD MAJESTIC BEAUTY STANDARD BRISBANE BOX TRI CON TR/Sf AN/A CONFERfA ULM PAR ULMUS PARV/FOLIA EVERGREEN ELM NOTE: CALIPER SIZE AS NOTED ON PLANS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 0 10 20 -----SCALE: 1" = 20-0" 40 L-4.2 APPROVED FOR PLANTING "AS BUILT" AND IRRIGATION ONLY, ~ /P./.1/ INCLUDING PRECISE TITLE /kA .l?NG DATE LOCATION OF PLANTING REVIEWED lY: AREAS. 1e, ~I-II 11J ~-61~'tr INSPECTOR DATE ~ CITY OF CARLSBAD SHEETS 6 PLANNING DEPARTMENT 23 PLANTING PLAN EAST DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: KEE CHKD BY: JlP RVWDBY: ST, ELl'ZA&UH SETON CATHOLIC CHURCH PROJECT NO. CUP 139(6) DRAWING NO. 467-1L -t:" "' -1 l -r Q ........ 1")(' --~ / ' / ' I \ PLANT LEGEND BOTANICAL NAME EXISTING TREES/SHRUBS COMMON NAME SIZE SPACING/Q[(, Bf TRI CON o r EXISTING TREE TO REMAIN, TYPICAL -SEE EXISTING TREE LEGEND ALSO \ / ~ · EXISTING SHRUBS TO REMAIN IN AREA WITHIN LIMITS OF WORK AND AS NOTED ON PLANS ' / ~,,__ '--✓ ----- SHRUBS LARGE SHRUBS 0-PHORMIUM TENAX'ATROPURPUREA' MEDIUM SHRUBS ~ ESCALLONIA FRADES/1 @ MYRTUS COMMUNIS COMPACTA ~ NANO/NA DOMESTICA 0 RAPH/OLEPIS IND/CA 'CLARA' LOW SHRUBS AGAVE AffENUATA PERENNIAL COLOR AGAPANTHUS AFRICANUS DIETES B/COLOR NEW ZEALAND FLAX ESCALLONIA TRUE MYRTLE HEAVENLY BAMBOO DWARF IND/A HAWTHORN FOXTAIL AGAVE LILY OF THE NILE FORTNIGHT LILY 0 0 @ HEMEROCALLIS HYB. (EVERGREEN) YELLOW DAYLILY 0 PHORMIUM TENAX 'RED EDGE' OR 'SURFER' 36"ERYCAF 0 NEW ZEALAND FLAX ' \ \ \ \ I I 5GAL 5GAL 5GAL 5GAL 5GAL 5GAL 1 GAL. 1GAL. 1GAL. 1 GAL. 12 30 57 10 43 24 112 28 62 11 . \ NOTES LOOSE HEDGE HEDGE BOTANICAL NAME ® -~ 11111111 ORNAMENTAL GRASSES MISCANTHUS S. 'MORNING LIGHT' VINES DIST/CTIS 'RIVERS' GROUNDCOVERS DELOSPERMA ALBA UR/OPE MUSCARI ANNUAL COLOR COMMON NAME EULALIA GRASS ROYAL TRUMPETVINE WHITE ICEPLANT LILY TURF SEASONALLY AVAILABLE LIMITS RAD/NG SPACING/QTY. NOTES S GAL 2S SGAL. FLATS 1 GAL 7 12"0.C. 12· o.c. 4" POTS 8" 0.C. ,,....------....... , , ......... \\ \\ ........ .... \\ ,.,--' / ' / I I I I I ' RliVISIONS DV £ 10.28.10 HGB EXISTING PLANT LEGEND 6 6 6 6 6 ERYCAF EUC SID JACMIM JUN VIR PIN CAR PODGRA PYRKAW TR/CON ULM PAR ERYTHRINA CAFFERA EUCALYPTUS SIDEROXYLON JACARANDA M/MOS/FOLIA JUNIPERUS VIRGIN/ANA PINUS CANARIENSIS PODOCARPOS GRAC/L/OR PYRUS KAWAKAM/1 TRISTAN/A CONFERTA ULMUS PARV/FOUA CORAL TREE RED IRONBARK JACARANDA EASTERN RED CEDAR CANARY ISLAND PINE FERN PINE EVERGREEN PEAR STANDARD BRISBANE BOX EVERGREEN ELM 411 ~ 611 PRY KAW I I I \ _,,-'<- / ::a ~ o s EL CAJON BLVD. SAN DIEGO, CA 9::Z 104 NOTE: CALIPER SIZE AS NOTED ON PLANS ... ... ...... ... ...... ...... PLANTING NOTES 4"~ 6" PRY KAW ... ... -...... ... PRY KAW ... (;11-rie.oJI''- 1. ALL NON-TURF PLANTING BEDS ARE TO BE MULCHED WITH 3" BARK CHIPS (WALK-ON BARK) FOLLOWING PLANTING. 2. QUANTITIES SHOWN ARE FOR REFERENCE ONLY. INSTALL PLANTS IN QUANTITIES AS SHOWN BY SYMBOLS ON PLAN. 3. ALL TREES PLANTED WITHIN 5' OF PAVING ARE TO HAVE LINEAR ROOT BARRIERS: 'ROOT SOLUTIONS' (24" WIDTH) SHALL BE PLACED AT THE EDGE OF PAVING AND SHALL EXTEND 6' MINIMUM EACH SIDE OF THE CENTER OF THE TREE. ROOT SOLUTIONS, 800.554.0914. 4. PLANTS ARE TO BE INSTALLED IN EVENLY SPACED STRAIGHT LINES AS SHOWN ON THE PLANS TO FORM HEDGES AND MASS PLANTINGS. IRREGULAR PLANT SPACING WILL NOT BE ACCEPTABLE . 5. ALL AREAS OF EXISTING TURF TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE SMOOTHED. TOP-DRESSED AND OVERSEE OED@ 8 LBS I 1000 SF WITH 'MEDALLION DWARF' TURF SEED MIX. 6. ALL PLANTER AREAS SHALL SLOPE AWAY FROM THE BUILDINGS AND STRUCTURES@ 2% MIN., TERM/NA TING IN THE DRAINAGE SYSTEM AS SHOWN ON THE CIVIL ENRG'S PLANS CROWN PLANTER ISLANDS @ 2% TO DRAIN OVER CURBS. 7. THE CONTRACTOR IS TO CONTACT Tl-IE LANDSCAPE ARCHITECT PRIOR TO BEGINNING LANDSCAPE WORK TO REVIEW PROJECT UTILITY LOCATIONS. PLANS MAY BE REVISED AS NECESSARY TO SCREEN ALL UTILITIES FROM VIEW. ... (6) 1S" -18" PIN CAN 2" POTABLE-\-+--' 1N MAINLINE --/ / \ \ I I I I I / / BLDG. SCB.MI'T'TAL 02 OCTOBER 28, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. NORTH © 4 8 ----- TEL, 619.294.9042 FAX, 619.294.9028 www.dpadesign.com ~DSC4p NL POWEL .,... ;1 llOIII rd ~-iq L-4.3 11AS BUil T11 ~ IP./.// TITLE k,I_ # ~H5 DATE REVIEWED BY: Yr~ 4, Ei Lotr \<=>-3\.ll INSPECTOR DATE 10.28.10 HGB SHEETS CITY OF CARLSBAD 23 ,<; CONFERENCE BUILDING PA TIO REMODEL ~ o-----+----+-----+----+----r--+---< L___:2_J ~='---=========:::'....':::=:::::; DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE CITY APPROVAL PLANNING DEPARTMENT PLANTING PLAN CONFERENCE BUILDING PATIO ST, ELIZABETH SETON CATHOLIC CHURCH APPROVED DWN BY: HGi3 PROJECT NO. DRAWING NO. CHKD BY: JLP RVWD BY: CUP 139 (B) 467-1L 06-034 02YJ 1 -r::- ~ ~ -r EQUAL TO WIDTH (W) OR PER PLAN 1 SECTION ADJACENT GRADE CONCRETE PAVING SCHEDULE SYMBOL DEPTH COLOR FINISH OTHER NOTES w 4" NAT.GREY LIGHT BROOM @= 4" NAT.GREY MEDIUM BROOM ~ 4" INTEGRAL COLOR DAVIS ACID WASH FINISH 'MIAMI BUFF' ~ 4" INTEGRAL COLOR DAVIS LIGHT BROOM 'MIAMI BUFF' ~ I><: ,,~ 4" NAT.GREY LIGHT BROOM W-C_O_N--C"""R-'---'-ET_E---PA'---V_E __ M_E_N_T_S __ C_H __ E ___ D .... U __ L ___ E _____ _ ~ NOSCALE 6.6" 9.8" -- 2 NOTE: GRASSPAVE AVAILABLE FROM: INVISIBLE STRUCTURES 800-233-1510 2 ADJACENT GRASSPAVE SQUARES PLAN HYDROGROW MIX BELOW RING SUPPLIED FREE BY MANUFACTURER ~~~-CONCRETE SAND (CLEAN, SHARP SAND) i;I----COMPACTED SANDY GRAVEL ROAD BASE SEE ENLARGEMENT ---@ [~~~-COMPACTED SUBGRADE, 95% MODIFIED PROCTOR DENSITY 7 I m-rr _ _ TTil.!.TT1 I -II~ SECTION @ GRASSPAVE 2 DETAIL E i---==~~---N OS CALE ADJACENT PLANTING AREA POURED CONCRETE MAINTENANCE WALK 1'-0/l ----318" PREFORMED EXPANSION JOINT (1'-6" IN AREAS WITHOUT CURBS) -----CONCRETE CURB PER 90% COMPACTED SUBGRADE CIVIL PLANS ADJACENT PAVEMENT SEE@ FOR MA/NT. . WALKCOLOR &FINISH --© CONCRETE MAINTENANCE WALK NO SCALE SECTION SECTION TOOLED JOINT WI 1/8" R TOOLED EDGES - +----SPACING PER PLAN OR CONCRETE PAVEMENT SCHEDULE CONCRETE PAVEMENT PER SCHEDULE TOOLED JOINT +--------118" R TOOLED EDGES +-------PREMOLDED FELT EXPANSION JOINT WITH TEAR- OFF CAP-SPACING PER PLAN OR CONCRETE PAVEMENT SCHEDULE. REMOVE CAP AFTER CONCRETE CURING AND FILL WITH ELASTOMERIC SEALANT-COLOR TO MATCH PAVEMENT. SAND TOP OF SEALANT WITH SILICA SAND BEFORE SET ''---\--'------CONCRETE PAVEMENT PER SCHEDULE '----------18" LONG. #4 GREASED SMOOTH STEEL DOWEL @ 18" O.C. EXPANSION JOINT @ 1-----'C;;..;O;;..;;N...;..C.;;..R;;.;;.;;;;.ET.;;;..;E;;;;..;:_PA;;..;;..:.V..;;;;E.;;..M;;.;;;E;.;;_N;;;._;T;._,Jr..;O;;..;;l;;;._;N;;..;;T..;:;.S _____ _ NO SCALE ,-----------_,TOP OF GRASS ROOT MASS (6 MM; I" ABOVE TOP OF RING) 2 ---------GRASSPAVE ATTACH WITH PEG AND HOLE 7 n I J.~ ROOT MASS TO FILL GRASSPAVE ~~~~~~~~~~~QUARES BASE COURSE -SEE CIVIL ENG'S DETAIL SEE SECTION/PLAN DETAIL ________ FINISH GRADE -TURF PAVING~ LAWN AREA ~ ----------"'MOOTH TROWEL FINISH ----1/2" RADIUS TOOLED EDGE -TYP. FINISH GRADE -SHRUB BEDS. IF LAWN, ----SET AS SAME LEVEL AS ADJACENT TURF BLOCK LAWN. TOP OF CURB TO BE LEVEL WITH ADJACENT PAVEMENT --#3 CONT. TOP & BOTTOM =_;:, __ POURED CONCRETE MOW CURB WI 3/8" TOOLED JOINTS @ 10'-0" 0.C., 318" EXPANSION JOINTS @40'-0" O.C. 1----'----COMPACTED AGG. BASE "----/-------COMPACTED SUBGRADE 6" C ;-F_L_U_S_H_M_O_W_C_U_R_B_A_T_T_U_R_F_P_A_V_I_N_G_SC-A-LE---11/-2'-' =-1'--0" EQUAL TREADS -SEE PLANS FOR DIMENSION ~---CAST CONCRETE STEP -INTEGRAL COLOR -DAVIS COLORS 'MIAMI BUFF', OR EQUAL " " " ~--2" BAND Of 1/4" TACTILE I 1 / 1 GROOVES LOCATED 1" FROM OF RISER. STAIN WI SCOFIELD "PATIO TILE" CONCRETE STAIN OR EQUAL CONTRAST/NG COLOR .b-~~~.,-.-.-.--,..; ~'-------7'~===⇒--1/2" R -TYP. • 0, tr.! ... , · ~"'" ·• 3;4r• 1YP. .. ....:,l; • ~ • Q'!,1 •• • •◊' .... ,I> • ' • -1•.·\., • 6, bi.:-.. ~-...." ,";o.:i", #4@12" --~ #4@24" --~ NOTE: SEE CONSTRUCT/ON & GRADING PLANS FOR NUMBER AND SIZE OF RISERS AND TREADS I I I lli 1 <J) -' c:, ~ ~-#4 NOSE BAR EA. TREAD IJ.j <J) IJ.j -z "" -< G1 ~ ADJ. CONG. WALK ,I> , ,I "e ~ 3/8" E.J, ... ,,.~ V • ";<:l.o • • •I w -@NOTUSED HANDRAIL~ 1,_3 ., POST ~ -<'--~+---I- NO SCALE 6" WIDE CAST CONG. CHEEK WALL WITH SACK SMOOTH FINISH BOTH SIDES OF ' STEPS. POUR SEPARATELY PRIOR TO RIEVISIONS DV 2 3 o s EL CAJON BLVD. !AN DIEGO, CA 92104 TEL, 619.294.9042 PAX, 619.294.9028 www.dpadeiign.com 1 1 POURING STEPS -r:_L--:-J _ ,. ""'";;:'~ ® '(;;,';,'f'"'" : ; .. ., I I --~ • : .. ~ I I 1 1 I 1 ,. ,. I l ... _: ~---------~--;-"' ~ I I ADJACENT PAVING 1',,._: Q ~• 1 : ., ~ I I . : -----... ~~ : i' ..... :JI Q[ •••I., I " ._ I 1..--••••••••::c;,_'i• I ~ [JI".,' ,_ I ,"1" I ii • ADJACENT ' -~. , ff-. __ : e : : •·-···:·-cj-«:i -1. -' ' ' j PAVING 611 ............ :------; £~+------~---_ ---1-__ #4 REBAR -TOP, BOTTOM, ENDS & 18"0.C. "I i : I I I 9 I I I I ., I I r--,------•j•-••• •••• ;'_ "._I I I I i",. I I I I "'•I I I I I 1"'., I I I '"• I I I I ~•r•-•••;••• ' ' ' ' lJ EXTEND & TURN F GRASSPAVE 2 DETAIL• ENLARGEMENT NO SCALE @ ,-...aca..aoa..a.N .... Caa.;;Ra..;.;Ea;..;T;..a;Ea..aSa..aTa.aaEa.;..P _________ _ NO SCALE -@ STEP CHEEK WALL #4 REBAR @ 2'-0" FROM CHEEK WALL INTO STEP SCALE 314"=1'-0" FINISH GRADE - LAWN AREA ----SMOOTH TROWEL FINISH __ 112" RADIUS TOOLED EDGE -TYPICAL FINISH GRADE -I SHRUBS AREA ib POURED CONG. MOW CURB WI ~---3/8" TOOLED JOINTS @ 10'-0" O.C. COMPACTED SUBGRADE _.,_ ___ __, @ 40'-0" O.C. MAX. \_ & 3/8" EXPANSION JOINTS 6" #3CONT. NOTE: MOW CURBS MAY BE EXTRUDED OR FORMED IN PLACE -lp,,_c_o_N_C_R_E_T_E_M_O_W_C_U_R_B ____ _ -w NOSCALE /I I I I 6" ~--------FINISH GRADE -PLANTER GRADE VARIES ------SMOOTH TROWEL FINISH -----112" RADIUS TOOLED ib EDGE -TYPICAL ----POURED CONG. PLANTER CURB WI 3/8" TOOLED JOINTS @ 10'-0" O.C. & 318" EXPANSION JOINTS @ 40'-0" O.C. MAX. --FINISH SURFACE - ADJACENT WALK BLDG. SUBMITTAL 03 JUNE 3, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L-5.1 "AS BUil T" ~ IP.I.// TITLE kA I( ~d-15 DATE INSPECTOR DATE fsHml CITY OF CARLSBAD SHEETS .23 l-----l--+-----------------11------l---l------l-------l ~ PLANNING DEPARTMENT ::::=='...':::::::=======::::::::::::===:::::::::::::====---'==~ #3 @ 24" VERT. #3 TOP & BOTTOM APPROVED HARDSCAPE DETAILS ST, ELIZAB&TH S&TON CATHOLIC CHURCH t1-:( A Lr-eii.-E' t -t., !,.) \ K CONCRETE PLANTER CURB PLANNING DATE t ..::.:::.:.:..=..:.:.=..:..::..:...:::::~:..=.:..:...::.::.:.:=-.. ____ NO~~t::=l==========t=t==t==t~;::;;;:;;:;::;;:;::===;:;::;:=:;-;::::=====;--;=====: NO DWN BY: KEE PROJECT NO. DRAWING NO. TE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JLP ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 139 (B) 467-1 L - ,, I Ii ~ "? ~ " TOP RAIL WI ROUNDED ENDS · r-i ,,. ,n. '°' r CABLE PASSES THRU 3/8" HOLE I POSTS SPACERS I . I I I I ;'; t::i -I I -~ -I I -t<) --I I -N . --J I -;::; J;:. --• -t<) • --I I ---I I ---I I ---I I ~ -, ' ~ TURNBUCKLE I ~ CABLE END NOTI! 1. ALL CABLE. TURNBUCKLES, ENDS AND APPURTENANCES TO BE AS MANUFACTURED BY INOX SYSTEMS I DECOR CABLE (800.444.6271), OR EQUAL 2. POSTS AND RAILS ARE TO PRIMED AND PAINTED TO MATCH EXISTING SITE RAILS STRUCTU &DIMENS UNLESS N RE CONSTRUCT/ON@ IONS SIM. TO OTED OTHERWISE L-5. CABLE END 4 mm S.S. CABLE TREAD + 1'-0" • • ,, WHEN END POST IS LOCATED IN PLANTER AREA, POST IS TO BE SET IN CONG. PIER FOOTING IN 90% COMP. SUBGRADE --1/8" R -TYP. ,-----11/2" x 3/4" HVY WALL TUBE STEEL • APPLY 1 COAT PRIMER & 2 COATS ENAMEL PAINT ~-CORE 3" HOLE IN WALK, STEP OR CURB WHEN POST IS LOCATED IN PAVING ___ THICKEN WALK TO 6" AT POST LOCATIONS SET POST WI POR·ROC OR ~---EQUAL NON-SHRINK GROUT ~------STEP NOSING RAILING NOTES 1. PROVIDE 1/4" SLIP EXP. JOINTS@ 16' 0.C. 2. WELD AND GRIND SMOOTH ALL CONNECTIONS. 3. SEE STEEL NOTES, DETAIL J, THIS SHEET. 4. COLOR TO MATCH EXISTING SITE RAILS TRASH ENCLOSURE WALL 1" MAX. ~ #14 GA. SHEET "' STEEL BOTH SIDES Of GA TE 1112" SQ. T.S. GATE FRAME 2" SQ. T.S. POSTS· TYP. ",,----TUBULAR STEEL FENCE @ ~-BUILDING WALL <f]!:.-~-HEAVY DUTY, SELF CLOSING SPRING HINGE (TYP.) ~~ri\----518" SQ, T.S. PICKETTS@ 4" O.C. ~+~ ~~f---SELF-CLOSING, SELF-LATCHING GA TE ' ' I I l I ' ' WI KEYED HANDLE LOCK OUTSIDE. KEY TO OPEN WI BLDG. MASTER KEY ~--PANIC HARDWARE ON INSIDE OF GATE -INTERNATIONAL INT7304x36AL, OR VON DUPRIN 22 RIM DEVICE (3'), OR EQUAL SPRAYED OR ANODIZED ALUMINUM COLOR FINISH GRADE 1 : : 1 CONCRETE FOOTING • MAY BE 1 : : 1/ INTEGRAL WI TRASH WALL FTG. : : : 1 OR WALK " L --J l 1'-o" L , 1 NOTE 1. ALL POSTS TO HAVE WELDED CAPS 2. TACK WELD 10 GA. EXPANDED METAL MESH ON INSIDE OF GATE AND ON FENCE 2'-0" EITHER SIDE Of GA TE • McNICHOLS 3/4" #9-FLA TTENED. OR EQUAL NOTE 1. ALL POSTS TO HAVE WELDED CAPS 2. FENCE TO RECIEVE 1 COAT ZINC RICH PRIMER AND 2 COATS ENAMEL PAINT. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. s ECTION I ELEVATION 1'l I/ I • i I I/ ~ I/ &-;,. I • ••• 'c"" ..... II( ..... "" •• •\ ... \ '(" ' ' ' ' ' ' ' ' ' ' l---.. I ' ' ' I ,,, ' • ' • ,, <I) ~. ,1 ' ~ • ,, 1'l ~ . ·: I -• r 11/2" x 1/2" T.S. TOP RAIL 1 1/2" SQ. T.S. LINE POST @ 8'-0" O.C, MAX. 518" SQ, T.S. PICKETTS @4"0,C. 2" SQ, T.S. END, CORNER OR GATE POST 8" DIA, x 1'·6" CONG. FOOTING FOR LINE POSTS; 12" DIA. x 2'-6" CONG. FOOTING FOR END, CORNER AND GA TE POSTS FINISH GRADE @WALK· 3" O.D . CORE • FULL DEPTH & SET POST WI POR-ROC OR EQUAL. BRACKET REVISIONS DV :a 3 O s EL CAJON BLVD. IAN DIEGO, CA 9::1. 104 TEL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com EA. POST TO PAVING.~-..,_ A DECORATIVE METAL GUARD RAIL B TUBE STEEL STEP HANDRAIL C TUBULAR STEEL SINGLE SWING GATE @-T_U_B_U_L_A_R_S_T_E_E_L_F_E_N_C_E _______ SC-A-LE-, 1'-'=1-'·0-" _ E --------- NOTE 6'·0" 0.C, MAX. 2 3/8" O.D. LINE OR CORNER POST GALVANIZED TURN· BUCKLE HOOK WELDED TO END POST 1'-0" DIA. CONG. PIER FOOTING 1. ALL POSTS, CABLES AND APPURTENANCES TO BE GALVANIZED. 2. ETCH PRIME AND PAINT POSTS & CAPS TO MATCH EXISTING SITE HANDRAIL POSTS 42" CABLE GUARD RAIL I/ SCALE 1I2"=1'-0" MALLEABLE CAP CABLE RUNS THRU 3/4" HOLE I OST HOOK WELDED TO END POST SCALE 1/2" = 1'·0" --------- 4" INSIDER.· TYPICAL 11/2" 0.D. STEEL PIPE HANDRAIL SCALE 3/8"=1'·0" r BUILDING OR SITE WALL ROUNDED CAP WELDED TO END OF RAIL RAIL RETURNS TO WIT.HIN 1/4" OF WALL WI 21/4" R BRACKET LAG BOLTED TO WALL • SEE BELOW BEYOND TOP Of STEP OR RAMP .L ..__ 1-----11/2" DIA. STD. PIPE F @STEPS 21/4" l'-O" .... ,\_ BOTTOM @ RAMP STEP RISER BOTTOM Of RAMP !Q 1"R 1-----318" x 1112" STL BAR RAMP t0 CURBED "'"-'l.----'1,--""-~ EDGE RAMP OR STEP FINISH GRADE NOTE 1. PRIME & PAINT TO MATCH EXISTING SITE HANDRAILS 2. ALL JOINTS FULLY WELDED ,,---------3/8" x 11/2" SQ, STL. PLATE 1/2" LAG BOLT INTO EXPANSION SHIELD IN MASONRY WALL - LAG INT02X BACKING BOARDIN FRAME WALL ~-BUILDING OR SITE WALL WALL MOUNTED HANDRAIL (RAMP HANDRAIL) SCALE 112"=1'·0" i ~ ~ -~ ~ ~ ~ ~ • Q .. C'< 1/2"=1'·0" ~ "+ •• --J; • -~ • -'0 -· I:'- • -~ WAIJ( CQ . : ... · ... . ·•, '· . ,. ; ' ~ ... J.IANOIWL '\'l---a;AC/t.ET WP!lAR. IHTc.i<MEO. /io• RAIL Sit. PIATe ANG/.1. --POST ADJ. WALL -+-()Jlcv/28 SECT10N ,~1·0.0. scu. 40 sn. +---/1.ANO!<AIL NOTI! 1. POSTS AND RAILS ARE TO PRIMED AND PAINTED TO MATCH EXISTING SITE RAILS r ta•~ 3~ m. TOP RAIL 4• TOPRAJL .....__, . .___ EQ. t;_ EQ. j-J.IANORJ./L -rr ,,.r-~' {----'>--_j__ 3116'57!.. AATE CENTtJZEO· PAINT COLOR tt'l o/1~ • S7L. PLATE CEHTE/1.ED '• ' STEP PEf2 ~ .. :-~' .. '------, .' . POST EY.P. #-{.+---i-:-.,,..--~r-e.otrs .~ :o : MOUNTING Pl.ATE PIM 81?.AC/f.ET PLAN VIEW OF EJJO • TY~ t1&'• '2 f/sn.. I /NTEfiMEOIAT'E 2AIL 'l4''~sn.- cENrerzEO 318"~?~577., , • II---POSTS~ 4·0 o.c. :YtE, • sn.. MOVNTIN6 Pl.ATE W/ E't.PANStr;fl /3C't.T5 ( Al.SO Sll PWJ oera1L). SJ.ill,( I L£va AS 12~.'0. . ' . . : ' I 6• ! WEAO Wt0111 + l~Q'' @.-D_E_C_O_R_A_T_IV_E_H_A_N_D_R_A_IL ______ S_CA-LE-1-"=1-'·0-" BLDG. 81;B:MITI',\L 03 JU!'.E 3, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR L-5.2 "AS BUil T" /(/././( DATE DATE fSHml CITY OF CARLSBAD SHEETS 23 >----+---+----------------+---+---<~--+-----1 ~ Pl.ANNINO DEPARTMENT :=='...==========~=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FENCE & RAIL DETAILS APPROVED PLANNING OWN BY: KEE CHKD BY: JLP RVWDBY: ST, ELIZABETH SETON CATHOLIC CHURCH PROJECT NO. CUP 139 (B) .Z.·'!-11 DATE DRAWING NO. 467-1 L OfH):H 02214-1 I -r- ii lj I t I i FINISH GRADE --~ PLANTER AREA OR RAMP ~--------MORTARCAP-SLOPETOPOF WALL 2% TO DRAIN. ~ .,,----------WATERPROOFING PER BUIILDING · -SPECIF/CATIONS (\I -"<--------lr--Jr~~:___ _________ STUCCO -COLOR & FINISH TO MATCH BUILDING ~~----------#4HORIZ@16" O.C. #4 VERT@ 24" 0.C. ~~----------8" CMU -GROUT FILL ALL CELLS ,---------STUCCO SCREED 1" ABOVE GRADE ,,---------FINISH GRADE -CONCRETE RAMP OR PLANTER AREA iii§lc=:__ _____ 3" DIA. PERF. PIPE WI FILTER FABRIC SLEEVE AND 3" LAYER OF 3/4" PEA • • • • • • • • -GRAVEL ALL SIDES. CONNECT PIPE :~:-; ;·+-4" TO DRAIN. r -... ,, .Ao,° .. \• . · •. •:• · ' -+----------POURED CONG. FTG. ON 90% COMP. V .~(J,i'o • t>. \ SUBGRADE ----------(2) #4 REBAR CONTINUOUS STUCCO SCREED 112" ABOVE GRADE E.J.--~ CONCRETE -- PAVEMENT 2" PRECAST COCRETE CAP-M35 BY CD/. 1-800-279-2278 WATERPROOF/NG PER BUILDING SPECIF/CATIONS ,---6" CMU WALL. MORTAR FILL ALL CELLS. STUCCO FINISH TO MATCH BLDG. CONSTRUCTION SAME AS PLANTER WALL. r STAIRS BEYOND r------------.l ' ' ' ' ' ----I ' i,..,--------4" FILTER WRAP PERFORATED DRAIN PIPE -------6" x 6" CLEAN CRUSHED GRAVEL .,..,----CONCRETE FOOTING SEE STRUCTURAL PLANS FOR REINFORCING & FOOTING SIZE ~-CABLE GUARD RAIL PER PLANS ....-r--STEEL BEAM PILES, TIMBER SHORING & SHOTCRETE FACING PER ENGINEER HAND SPRAY ALL EXPOSED WI SCOFIELD CONCRETE CHEM STAIN -PADRE BROWN COLOR -2 COATS TO ACHIEVE MOTTLED APPEARANCE. PROVIDE MIN. 2' X 2' SAMPLE PANEL FOR ARCHITECT APPROVAL PRIOR TO STAINING. PAINT REVEAL BLACK AFTER STAINING. STUCCO SCREED 1" ABOVE GRADE FINISH GRADE -CONCRETE PAVING OR PLANTER AREA DOUBLE TOP & BOTTOM PLATE - 1" TREATED PLYWOOD CUT TO RADIUS PER PLAN STUCCO -COLOR & FINISH TO MATCH BUILDING BUILDING PAPER & METAL LATH L RESSURE TREATED POST ND@ 7-0" O.C. -2 x 6 PRESSURE EA TED STUDSAT16" O.C. BElWEEN POSTS. STUCCO SCREED ~-1/4 C.F. CLEAN GRAVEL @ EACH POST REVISIONS BV 2 3 o .s EL CAJON BLVD. SAN DIEGO, CA 9::1 I 04 TEL, 619.294.9042 PAX, 619.294.9028 www.dpadesign.com @-R_A_M_P_W_A_L_L ____________ SC-A-LE_3_/4-":-1'--0" ® STUCCO PLANTER WALL SCALE: 1":1'-0" © PILE & SHORING RETAINING WALL SCALE: 1"=1'-0'' @,..s_T_u __ c_c_o.;._F_E_N_c--E __________ sc-AL_E_31_4 ,-,:1_,_0_ .. STUCCO SCREED 1/2" ABOVE GRADE 1'-4/1 CUSTOM SHAPE ~ / -------PRECASTCONCRETESEAT WITH ACID ETCH FIN/SH -5. ROUNDED STUCCO CAP ~-----ON ADJACENT PLANTER WALL (2) 1" DIA. CAST OR DRILLED HOLE FOR #3 REBAR EXTENDING 8" MIN. INTO _,,----WALL. FILL HOLE WITH COLORED NON- SHRINK GROUT. COLOR TO BE SELECTED BY ARCHITECT W:::,,____ PLANTER FILL ,---6" CMU WALL. TYP. ,; 3/4" 11-01 l ' 0 4'-01 EQ. l I ' cl 0 0 I r HOLE CAST FOR REBAR (SEPARATE REBAR OTHER THAN SPECIFIED WALL REBAR MAY BE REQUIRED IF PRECAST HOLES AND WALL REBAR DONT ALL/GN) EQ. 0 0 MORTAR FILL ALL CELLS. STUCCO FINISH TO MATCH BLDG. CONSTRUCT/ON SAME AS (B\_ PLANTER WALL. SEE ~ ----·----------------------------. -•••••••••••••••••'"'"'"'"'"'"'"'"'"'"'"'"'"'"'"'" ! E.J. --- CONCRETE -- PAVEMENT -® LOW PLANTER WALL WA ffRPROOFING PER BUILDING SPECIF/CATIONS ,..,--------4" FILTER WRAP PERFORATED DRAIN PIPE -------6" X 6" CLEAN CRUSHED GRAVEL ,..,--------CONCRETE FOOTING -SEE STRUCTURAL PLANS FOR SIZE & REINFORCING FACE OF WALL LINE n PRECASTCONCRETE SEAT, NATURAL GREY CONCRETE, ACID ETCH FINISH SCALE 1":1'-0" ® PRECAST SEAT I EQ. I ll 3/4" ':t ~" l<) " I -1~ EQ. -ANTI SKATEBOARD NOTCH IN EACH PIECE SCALE 1":1'-0" BLDG. SUBMITTAL 03 JUNE 3, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. INSPECTOR L-5.3 "AS BUil T" /P-/.1/ DATE DATE fsHrnl CITY OF CARLSBAD SHEETS 23 1----t---+----------------t---+---1-----+---< ~ PLANNING DEPARTMENT :=='-'==========-==~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL APPROVED PLANNING WALL DE'l'AILS ST, ELIZABETH SETON CATHOLIC CHURCH DWN BY: KEE PROJECT NO. DRAWING NO. CHKD BY: ~J~LP~- RVWD BY: CUP 139 (6) 467-1L ~---~~-~ 06-034 -r- I I L EQUAL TO WIDTH (W) OR PER PLAN SECTION ADJACENT GRADE CONCRETE PAVING SCHEDULE PLAN SYMBOL DEPTH COLOR FINISH OTHER NOTES @= 4" NAT. GREY MEDIUM BROOM ®-=-4" NAT. GREY MEDIUM BROOM @= 4" NAT. GREY ACID WASH FINISH @=-4" NAT.GREY ACID WASH FINISH @= 4" NAT.GREY ACID WASH D-- A _c_O_N_C_R_E_T_E_P_A_V_E_M_E_N_T_S_C_H_E_D_U...,.li._E ___ _ NO SCALE 1" PER PLAN ----PRECAST CONCRETE CAP- INTEGRAL COLOR DAVIS 'MIAMI BUFF', ACID WASH FINISH ----CAST CONCRETE STATUE BASE- INTEGRAL COLOR DAVIS 'MIAMI BUFF' --FINISH GRADE-PLANTER #4@18"E.W. ---95% COMP. SUBGRADE lU lU A "-J: . .~ '-.) . TOOLED JOINT WI 1/8" R TOOLED EDGES - +-----SPACING PER PLAN OR CONCRETE PAVEMENT SCHEDULE CONCRETE PAVEMENT PER SCHEDULE ,,~o· .. (l\ ·-· ="'=== SECTION~ SECTION TOOLEO JOINT +--------118" R TOOLED EDGES +-------PREMOLDED FELT EXPANSION JOINT WITH TEAR- OFF CAP -SPACING PER PLAN OR CONCRETE PAVEMENT SCHEDULE. REMOVE CAP AFTER CONCRETE CURING AND FILL WITH ELASTOMERIC SEALANT -COLOR TO MATCH PAVEMENT. SAND TOP OF SEALANT WITH SILICA SAND BEFORE SET -+.------CONCRETE PAVEMENT PER SCHEDULE ---------18" LONG, #4 GREASED SMOOTH STEEL DOWEL@ 18" 0.C. EXPANSION JOINT 4" r TYP. l ·_ :_ ·_ .. ·.-· >. ·_ .. · __ . ~-. ·_ .. ·_.· . . ---. -. . . -. . . . . . · .. -.· .. -. . . . . -. . . . . . . . . -·- . :-·-·. _: .--_ · .. --.... - ~--114" RADIUS ALL SIDES PLAN -rFINISH GRADE ~:==:1-::-l.;-~~ww~,:;_~~~~J;;;ffll ~-COMPACTED SUBGRADE SECTION ® CONCRETE PAVEMENT JOINTS NO SCALE ©-C_O_N_C_R_E_T_E_S_T_E_P_P_E_R ________ 1_112_"_= 1_,_0-,, NOTE: 1. BENCH TO BE VICTOR STANLEY CLASSIC SERIES MODEL C10 -6' LONG WI WOOD SLATS. AVAIL. THRU VICTOR STANLEY (301)855-8300 2. BENCH TO BE POWDER-COATED WIVS BLACK COLOR. 3, BENCH TO BE SUPPLIED WITH SURFACE MOUNT BRACKETS. INSTALLER TO PROVIDE & INSTALL CORROSION-AND VANDAL .... ~ RESISTANT ANCHORING HARDWARE....,,~ ~t --112" TAMPER PROOF ANCHOR BOLTS THRU MANUF. SUPPLIED SURFACE MOUNT BRACKET HOLES INTO CONCRETE PVMT. SEE NOTES. (4) PER BENCH FINISH GRADE - TURF AREA 6" ~----SMOOTH TROWEL FINISH __ f/2" RADIUS TOOLED EDGE -TYPICAL FINISH GRADE -I SHRUBS AREA POURED CONG. MOW CURB WI ~--3/8" TOOLED JOINTS @ 10'-0" 0.C. COMPACTED SUBGRADE \_ & 3/8" EXPANSION JOINTS @ 40'-0" O.C. MAX. >----·> #3 CONT. NOTE: MOW CURBS MAY BE EXTRUDED OR FORMED IN PLACE ---2" @ ADJACENT PLANTING AREA FLUSH @ ADJACENT ASPHALT PLAY SURFACE CONCRETE MOW CURB PER DETAIL (F'\ ---THICKENT08" ~ S; ART1FICIAL TURF (H\ ~ ~ REVISIONS DV Lf:1.10.28.10 HGB L L L L L ~ 3 o s IL CAJON BLVD. SAN DIEGO, CA 9~104 TEL, 619.194.9042 FAX, 619.294.9028 www.dpadesign.com D POT PEDIST AL SECTION SCALE: 3/4" = 1'-0" SCALE 112"=1'-0" -® BENCH -lf\_c_o_N_C_R_E_T_E_M_O_W_C_U_R_B _______ _ ~ NOSCALE -@ ARTIFICIAL TURF EDGE NO SCALE WASHED PEA GRAVEL WRAPPED ADJACENT CONCRETE WALKWAY OR ARTIFICIAL __ _ TUCK, TACK & GLUE EDGES IN LIGHTWEIGHTNON-WOVEN-- GEOTEXT!LE -1'-0" MIN. LAP@ JOINTS NOTE TURF EDGE-THICKEN EDGE OF WALK ADJACENT TO ART. TURF ___ 3/4 POUNDS PER S.F. DUPONT DURAFILL-COLOR GREEN ___ ARTIFICIAL URF-GLUE & SEW . . .. . :;i t:,o . ◊ 0 o t:,o .. ◊.0 o. ~ ~ 0 0 () o_oo (;('< Ct) --'1,. -- THICKEN ADJACENT SLAB TO 8" MIN. 6" CL S II ROAD BASE COM >'ICTED TO 95% ~-LIGHT WEIGHT NON-WOVEN FILTER FABRIC ~-COMPACTED SUBGRADE TREX 2 x 4 NAILED OR LAGGED TO CONG. EDGE AT12" O.C. f. ARTIFICIAL TURF TO BE "LUXURY PRO", 80 OZ. BLEND GREEN WI BROWN HATCH MANUFACTURED BY CHALLENGER INDUSTRIES. AVAIL. THRU JEFF SCOTT, SAN DIEGO WHOLESALE TURF (619) 992-5104 3" PERFORATED CO-EXTRUDED SUBDRAIN WI FILTER SOCK--~ DAYLIGHTTHRU SLOPE PER PLANS H ARTIFICIAL TURF PLAY SURFACE --------- 1·-0.. l l 16' TO NEXT 1 SUBDRAIN -MAX. • I ARTIFICIAL TURF @ 112" RADIUS TOOLED EDGE -TYPICAL --#4 HORIZ. @ 16" 0.C. CAST IN PLACE CONCRETE WALL- --CAST WI INTEGRAL COLOR -COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT, ACID WASH FINISH ,--#4@ 16" VERT. ' FINISH GRADE -PLANTER ·: l@LlllFIIII ' ......___95% MIN. COMPACTED I . SUBGRADE ---~-----·-----! ~-(5) #4 IN FTG. ---CAST CONCRETE FOOTING ARTIFICIAL TURF RETAINING WALL SCALE: 314";1'-0" BLDG. SCB.:MITTAL O'Z OCTOBER 28, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ JON L POWELL "'"' ~~ f. 13, ff L-5.4 "AS BUil T" ~ 111.1✓/ TITLE ~,4 11~H5 DATE REVIEWED ;31: 11;,k L q. ~\.o1t !~ · SI-U INSPECTOR DATE l-1_0_.28_._10+-HG-B-t-1/i-C-ON_F_E-RE_N_cE_B_u_1L_D_1N_G-PA_T_1o_R_E_M_oD_E_L--I----+---+--+----, ~ C ITl~l~(l ~!~~~TBAD SHEETS 23 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL HARDSCAPE DETAILS CONFERENCE BUILDING PA'l'IO ST, ELIZABETH SETON CATHOLIC CHURCH APPROVED PLANNING OWNBY: CHKD BY: RVWDBY: HGfl JLP PROJECT NO. CUP 139 (B) ,z..~U DATE DRAWING NO. 467-1 L OtOJ.1 No {.F 1') -r- N - I I I I I I I ' I I ~--PRECASTSEAT _Ci'j__ ~ ~-----ROUNDED STUCCO CAP -,...---------;"'<r"'!,--~ ••••• -•• -• • • • • -, ;;;_J__ __ c__:l-~-::__---~--:..,-~--~~~ : ,-----------#4 VERT/@24" 0.C. ~-----#4 HORIZ.@ 16" O.C. STUCCO SCREED 112" ABOVE GRADE E.J. --~ CONCRETE-~ PAVEMENT J. 1'-9" @SEAT WALL ill DZ -J -, I:() " r FINISH GRADE ~ '1--------- -@PA TIO TRELLIS FINISH GRADE- PLANTER l ' © TRELLIS POST BASE ,---6" CMU WALL. MORTAR FILL ALL CELLS. STUCCO FINISH TO MATCH BLDG. ~--FINISH PLANTER GRADE-ELEV. VARIES WATERPROOFING PER BUILDING SPECIF/CATIONS ,,----4" FILTER WRAP PERFORA TEO DRAIN PIPE 6" x 6" CLEAN CRUSHED GRAVEL POURED CONG. FTG. ON 90% COMP. SUBGRADE (2) #4 REBAR CONTINUOUS SCALE: 1"=1'-0" 4X4JOIST ~--4X10 GRAB BEAM-BOLT TO POST ~--4X8 GRAB BEAM-NOTCH FOR 4X10 BEAM. BOLT TO POST ~--6X6 PRESSURE TREATED SELECT #1 DOUGLAS FIR POST TRELLIS POST BASE ~ ~ FINISH GRADE-PA TIO SIDE ELEVATION 2'-8" 6X6" TRELLIS POST~ ~ STUCCO FINISH-SLOPE TOP OF PILASTER TO DRAIN 8 X 16" CMU-TYP. #4VERT. STUCCO SCREED FINISH GRADE-PLAZA NOTES: 1. GROUT FILL ALL CELLS OF CMU'S. 2. STUCCO COLOR TO MATCH ARCH. #4 VERT. -24" MIN. LAP AL TERNA TING BENDS IN FOOTING (5) #4 HORZ. EACH WAY CONCRETE FOOTING OVER 95% COMPACTED SUBGRADE 0.5 CU. FT. PEA GRAVEL SCALE: 1/2"=1'-0" EASE EDGE ----CUSTOM SHAPE PRECAST CONCRETE SEAT WITH ACID 2" ETCH FINISH ~ ~ ,---(2J I" DIA. CAST OR DRILLED HOLE FOR #3 REBAR EXTENDING 8" MIN. INTO WALL. FILL HOLE wm, COLORED NON- SHRINK GROUT. COLOR TO BE SELECTED BY ARCHITECT ,"<1-------STUCCOSEATWALL@ ® PRECAST SEAT CAP SCALE 11/2"=1'-0" 4X4 JOIST, TYP. 4X10 BEAM, TYP. NOTCH 2" AT POST WOOD NOTES PER PLAN 4X8 GRAB BEAM, TYP 6X6 P.T.O.F. POST, TYP. --TRELLIS POST BASE ~ ~ FRONT ELEVATION 1. ALL WOOD POSTS TO BE #1 DFL, PRESSURE TREATED. 2. ALL EXTERIOR STEEL TO BE HOT DIPPED GALVANIZED. 3. ALL FOOTINGS MUST BE POURED AGAINST PROPERLY COMPACTED SOILS PER SOILS REPORT 4. PRE DRILL ALL BOLTS AND LAGS 5. ALL BATTS AND JOIST TO BE FREE OF HEART CENTER D.F.ALL OTHER WOOD MEMBERS TO BE CONST. SELECT D.F. 6. ALL NAILING TO BE CBC TABLE 23-I-Q 7. ALL EXPOSED WOOD TO REC/EVE 2 COATS FRAZEE SEMI-TRANSPARENT STAIN. COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT. ®WOOD NOTES NO SCALE 10· I -~EQ---.-:-=. --:::,----1 I--1'-0" TYP. 53/4" 0 0 0 HOLE CAST FOR REBAR (SEP ARA TE REBAR OTHER THAN SPECIFIED WALL REBAR MAY BE REQUIRED IF PRECAST HOLES AND WALL REBAR DONT ALIGN) EQ. 0 0 -----m------- --FACE OF WALL LINE ---- PRECAST CONCRETE SEAT, NATURAL GREY CONCRETE, ACID ETCH FINISH ll 3/4" ., .. EQ. EQ. ANTI-SKATEBOARD NOTCH IN EACH PIECE REVISIONS DV L& 10.28.10 HGB 6 6 6 6 6 2 3 o S EL CAJON BLVD. SAN DIEGO, CA 9 2 I o 4 TEL, 619.294.9042 FAX, 619.294.9028 www.dpadesign.com © PRECAST SEAT PLAN SCALE 1"=1'-0" EQ. EQ. PER PLAN 1/2" DIA. MACHINE BOLTS WI WASHER AND NUT, TYP. COUNTERSUNK (NOT MORE THAN 3/8") --SEAT WALL, TYP. @ FINISH GRADE-PATIO 1-718" PER PLAN 1/4" LAG WI 2" EMBED, TYP. 0 0 1" TIGHT FIT "'---MACHINE BOLTS 6X6 POST, TYP. SCALE: 314"=1'-0" }--------'---f----~------i . f .· 1--------'-------'--------t . (f . 1----t NOTE: ALSO SEE WOOD NOTES-(F'\ ~ BLDG. SCB.MflTAL O:J OCTOBER 28, 2010 SCALE: 112"-1'-0" APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. L-5.5 "AS BUil T" ~ (P.(.1/ TITLE M #u4s DATE REVIEWED BY: J-e,.:i( lr,f;L l.&;t ie-~\. I I INSPECTOR DATE l-10_._28_.1_0+-H_G_B __ ?\_co_N_F_ER_E_Nc_E_B_u_1L_v,_NG-PA_T1_o_R_EM_o_D_E_L --i-------r---i---;--, ~ C ITt~l~G ~!~~~TBAD SHEETS 23 DATE INITIAL DATE INITIAL DATE lNITlAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL \,VALL & TRELLIS DE'l'AILS CONFERENCE BUILDING PATIO ST, ELIZABETH SETON CATHOLIC CHURCH APPROVED PLANNING OWN BY: HGfl CHKD BY: JLP RVWDBY: PROJECT NO. CUP 139 (B) DRAWING NO. 467-1 L 022:J-j 1 -r- NoN VJ -+, N I I I ~----FORM 3" WATERING BASIN WITH BACKFILL SOIL MIX. _,--------BREATHER TUBE(S) FOR 15 GAL. SIZE AND LARGER· SEE DETAIL. ~-1, 5, OR 15 GALLON CONTAINER TREE OR SHRUB _,.-----2" MULCH LA YER i<) ~~~~~~~....ll.L~:;:;:;:~::::.....- (1) ~ ROOT-~~~:_:~-PLANT SO ROOT BALL IS 1/2" TO 3/4" BALL ABOVE FINISH GRADE (AFTER PLANTING PIT 2X ROOT BALL BACKFILL MIX HAS SETTLED) "--FERTILIZER TABLETS PER SPECIFICATIONS, INSTALL SO THEY TOUCH THE ROOT BALL. '----PIT BACKFILL MIX PER SPECIF/CATIONS A I GAL. TO 24" BOX PLANTING DETAIL +---------------NOS CALE ' ' ' ' --® VINE PLANTING ADJACENT WALL OR FENCE REMOVE NURSERY STAKE & UNTANGLE VINE lr+--+-li---GREEN NURSERY TIES-WRAP AROUND BRANCHES TO SECURE VINE TO FENCE. SILICONE TIES TO TRASH ENCLOSURE WALL AND SECURE VINE TO WALL. OPEN BRANCHES TO NATURAL SPREAD OF THE PLANT GRADE VINE CONTAINER-PLANT TIGHT TO FENCE OR WALL NOTE: QUANTITY Of NURSERY TIES VARIES PER VINE. USE A SUFFICIENT QUANTITY TO ASSURE SUPPORT FOR THE VINE UNTIL IT CAN SUPPORT ITSELF. NO SCALE 9 t<) (4)-TREE TIES PER SPECIFICATIONS, SPACE AS SHOWN. INSTALL PER MFR, RECOMMENDATIONS -----2" DIA. X 10' LONG TREATED LODGE POLE PINE STAKES, INSTALL TRUE AND VERTICAL. DRIVE INTO UNDISTURBED SOIL ADJ. TO ROOT BALL. NOTE: FOR 24" BOX TREE, USE 3" DIA. TREE STAKE. ..._ TREE TIE DETAIL "CROSS" TIE BETWEEN STAKE AND TREE AS SHOWN. ~-1-1/2" GALV, ROOFING NAIL INSTALL BREATHER TUBES ON ALL TREES AND SHRUBS PER THE FOLLOWING SCHEDULE: 1&5 GALLON NONE 15 GALLON (1)-3" 24"BOX (2)-3" 36"BOX (2)-4" 48"BOX (3)-4" 60"BOX & LARGER (4)-4" B&BPALMS (4)-4" *REQUIREMENT FOR SHRUBS MAY BE OMITTED BY LANSC. ARCH. If SOIL CONDITIONS PERMIT .,--------ROOT BALL ~--NDS SLOTTED GRATE · PIPE SIZE FINISH GRADE -HI--+---DUCT TAPE OVER HOLES WITHIN 6" Of FINISH GRADE -~~i7'. r-------RIGID PERFORATED HANCORE PIPE SEE SCHEDULE AT LEFT FOR SIZE AND NUMBER PER PLAN .t-'---,at---"DRAINGARD" SOCK BACK FILL MIX PER SPECIF/CATIONS BREATHER TUBE TO EXTEND TO FULL DEPTH OF PLANTING HOLE EQUAL CUTTING OR CONTAINER GROWN GROUND COVER PLANT PER PLANS ~-ALL GROUND COVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER THE ON CENTER SPACING NOTED IN THE PLANT LIST lfl.lliVISIONS DY 2. 3 o .s EL CAJON BLVD. IAN DIEGO, CA ~2.104 Tl!L. 619.294.9042 PAX, 619.294.9028 www.dpad11ign.com @ DOUBLE TREE STAKING DETAIL NO SCALE © BREATHER TUBE NO SCALE F 1 FILL 1 FORM 3" WATERING BASIN WITH ~----so1L EXCAVATED FROM PLANTING HOLE. __ 1,5, OR 15 GALLON CONTAINER TREE OR SHRUB 2" MULCH LA YER NOTE: CUT AND FILL TO BE 1:1 SLOPE RATIO MAXIMUM -INSTALL STRAW MA TT/NG EROSION CONTROL FABRIC ON THIS AREA ~----------PLANTING AREA ~--------TOP OF ROOT BARRIER BELOW FINISH GRADE ~------CONC. WALK HARD PLASTIC ROOT BARRIER PANELS AVAIL. THRU -ROOT SOLUTIONS ~------(800)554-0914. INSTALL VERTICAL ALIGNED WI EDGE Of WALK PER MfGR'S SPECIF/CATIONS. _,.-·· , /1 EXISTING 2:1 SLOPE GRADIENT ,t=}".';:\;::p.[F""""._,·· · , .. ;_ . LJ1CUT ,,-----TREE WITHIN 5'-0" Of EDGE OF PAVEMENT ROOT BALL PLANTING PIT 2XROOTBALL 1 ~~---FERTILIZER TABLETS PER SPECIFICATION. INSTALL TOUCHING ROOT BALL. '-----PLANT SO ROOT BALL IS ·3/4" + ABOVE FINISH GRADE (AFTER BACKFILL MIX HAS SETTLED) ~-PIT BACKFILL MIX PER SPEC/FICA TIONS ,....,...._ .. PLAN NOTE: •;.-----icDGE Of PAVEMENT ,,----,ROOT BARRIER -DO NOT ENCIRCLE EDGE OF ROOT BALL 1. ALL TREES PLANTED WITHN 5' OF PAVING ARE TO HAVE LINEAR HARD PLASTIC ROOT BARRIERS AS MAN'FD BY 'ROOT SOLUTIONS', OR EQUAL (24" DEPTH). PLACE AT THE EDGE OF PAVING AND EXTEND 6' MINIMUM EACH SIDE Of THE CENTER Of THE TREE, ROOT BARRIERS ARE NOT TO BE WRAPPED AROUND THE ROOTBALL. PLAN SECTION NOTE: ALL SPLICES AND CORNERS Of ROOT BARRIER SHALL BE PLANTING AREA TIGHT AND ASSEMBLED TREE I PER MANUFACUTURES TRUNK 1 '/;; INSTRUCTIONS 1 .;i PAVING 1 : ·-~~-VERTICAL ROOT BARRIER ·1•: -24" DEEP I I . '"' L ____________ /2 '.~'o;.;:\ · CONTINUOUS ALL CURB ~ ·.\".; ... ~l -\◊;.,. ~. . 0 • SIDES STREET STREET PLANTING BACKFILL 1. ALL TREES PLANTED WITHN 5' Of PAVING ARE TO HAVE LINEAR ROOT BARRIERS: 'ROOT SOLUTIONS', (24" DEPTH) SHALL BE PLACED AT THE EDGE Of PAVING AND SHALL EXTEND 6' MINIMUM EACH SIDE Of THE CENTER Of THE TREE. ROOT BARRIERS ARE NOT TO BE WRAPPED AROUND THE ROOTBALL. ROOT SOLUTONS, 800.554.0914, I S AND IS GALLON & 24" BOX CONTAINER -@ ROOT BARRIER -® ROOT BARRIER@ TREE WELL PLANTING DETAIL (SLOPE) NOSCALE NO SCALE BLDG. SUBMITTAL 03 JUNE3, 2010 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. SHEET 23 N.T.S, ~OS JONLPQ """ ~ SUaNATI.JI\I L-6.1 "AS BUil T" REVIEWED BY: t1.:-i( Lt-'2\-.DW INSPECT CITY OF CARLSBAD PLANNING DEPARTMENT PLANTING DETAILS ST. ELIZABETH SETON CATHOLIC CHURCH , . ld-1'.I/ DATE DATE 1----+---+--------------+---+--+----t--I APPROVED ,~ug-~* _ PLANNING DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL DWN BY: KEE PROJECT NO, CHKD BY: JLP CITY APPROVAL RVWD BY: CUP 139 (B) DRAWING NO. 467-1 L 06-03,! -r-