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HomeMy WebLinkAboutDWG 469-5; CT 04-10A; POINSETTIA PLACE; 01-09) GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/.OUSL Y APPROVED BY THE CITY OF). CARLSBAD REGARDING IMP~,°VEMENTS SHOWN ON THIS SET OF PLANS. J\ r1'1 2. AP~f?OVAL, OF THIS PLAN oqEs NOT LESSEN OR WAIVE ANY PORTION OF THE CA,l'!,LSBAD MUNICIPAL CODE,[\ RESOLUTION OF CONDITIONAL APPROVAL, CITY STA{'IDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PER;TAIN TO THIS PROJECT. ,t THE ENGINEER IN RESPONSIBLE CHARGE SHALL REV/SE THESE PLANS WHEN NON-CONFORMANCE JS DISCOVERED. (. . ' j', I ,r .3. CITY APPROVAL OF PLANS •DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-1 ; ,, OF-~ORK FROM RESPONSIIJILIIlf FOR THE CO,lRECTION OF ERRORS AND• OMISSIONS DISCOVERED DU[:<JNG CONSTRUC'"t0N. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO. THf CITY ENGINEE,l FOR APPROVAL. 4. A . RIGHT~OF-WAY PERM1i°iJ..F~QM THE C'TY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLl(f.; /{/G~fiv/OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/f/CA TE OF JNSI.JJj/1,/'i.C,f:i,/r!)JST BE FILED NAMING THE CITY OF CARLSBAD AS AN c. ADDITIONAL /NSUREQJ1/QN,Jlfil}!E PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF /$1,000,000.00 FOR 'c:F;A,CH1•,e::occuRRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE> POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE. CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. '. 5. NO WORK SHALL B(i CQA1iAENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS 1,/A Y BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR. TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. : ' /:ii · 7. NO REVISIONS WILL BE MADE TO THfiSE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY. E;{'IC!INEER, NO.fEO (,r;,WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS 'AND/TITLE SHEET. -1' _.-,)tr,.\\"" . -. (,-!; 8. ORIGINAL DRA.Wl{'IGS ;. SHALL BECOME T~E PROPERTY OF THE CITY UPON BEING SIGNED BY THE C/T.Y ENGINEER. . .. •.,ifl, • · " ~-', ':.,·"t"i>'Sj.-"" 9. THE ORIGINAL· DRA\Yff./G SHALL BE Rf;VI,$ o;.To REFLECT AS-BUILT CONDITIONS BY THE ENGJNEER-~r~riORK PRIOR T0 0 F(~ CC,EPTANCE OF THE WORK BY THE CITY. ,, .. , . . · ..•.. ,, · 1, :v:::\,,t-:. , -· ----, ---•· ! 10. ACCbS FOR FIRE: •;t;ND. OTHER EMERGENC •.. HICLES SHALL BE MAINTAINED TO THE: PROJECT SITE :-4r:1,t\tTJMEci DURING CQN LRvc~oN. 11. WHERE TRENCHES Af?E \'WITHIN CITY EA5EMEN}S, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY '1/0F{K SHEETS AND (C) COMPAC.T/ON CURVES, SHALL BC Sl,JBMIUED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY. DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOIU$''>.,REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN (V/O~'Jr;WdRKING DAYS OF COMPLETION OF FIELD TESTS. -THE WRITTEN FIELD COMPACfi_DN REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR UPON COMPLETION OF THE FIELD TESTS. . ,...,. 12. A PRFCONSTRUCTION MEFtlNG SHA/ l BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO_ '-SHALL BE ATTENDED BY ALL REPRESENTA T/VES RE~PONSJBLE FOR CONSTRUCT/ON INSPECTION SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE-AT (760) 438-3~91 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE , PRIOR TO SCHEDULING. 1 .3. ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 5HORIW'. AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFET.Y AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CJT.Y ENGINEER ANO/OR CONCERNED AGENCY SHOWING , THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THERE///, THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE /IN DEPTH AND APPROVED BY THE CJT.Y ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS FSTABl /SHED BY THE C0NS7RUCT70N SAEEIY ORDFRS Tl ll E 8 CALIFORNIA ADM/N/STRA TIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK _,.'JNE DURING CONSTRUCTION, oPERA TIONS Will CEA SF IMMFQIATFI Y; AND THE PERMITTEE WILL NOTIFY THE C/T.Y ENGINEER. OPERA T/ONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORIT.Y FROM THE CITY fi;_NGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 AM. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPfRA TIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. ( A LIST OF CJ TY HOLIDAYS IS AVAILABLE A, THE ENGJNECR/NG DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FU!! WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RE5PONS/8LE FOR ANY DEBRIS OR DAMAGE OCCURRING Ai ONG THE HAUi ROUTE OR ADJACENT STREETS AS A RESUI T OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES · --( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT JS FOUND THAT THE ACTUAL . LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. ' 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY. COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO START/NG·CONSTRUC7JON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-41.3.3 SDG&E (800)660-7.343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE. [760)438-7741 COX COMMUN/CATIONS (700)806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) (7•'0)434-2980 CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (?.50)438-2722 STREET NOTES 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TRACT _NO. CT 04-lO(A) CARLSBAD POINSETTIA PLACE :---., . ,-~•r,-, WORK TO BE DONE LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY SEWER 8" SEWER MAIN SOR 35 .............................................................. *S-5 6" SEWER MAIN SDR 35 .............................................................. *S-5 SEWER MANHOLE .......................................................................... *S-1 TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) C/T.Y WORKING DAYS BEFORE THE WORK BEGINS. SEWER, WATER, STREET CASSIA ROAD AND PRIVATE IMPROVEMENT PLANS SEWER MAIN CLEANOUT.. ............................................................. *S-6 4" SEWER LATERAL ...................................................................... *S-7 6" SEWER LATERAL ...................................................................... *S-7 <I ◄ <] QAH <] O co ----<@ I a" @ 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. WHERE AN EXISTING PIPE LINE JS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CIT.Y ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE COOE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PtR THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS (LATEST EDITION), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRITERIA FOR GRA VJTY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CA TJONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA T/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFET.Y ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED BY THE DISTRICT'S ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED . 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING . INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCT/ON. (TELEPHONE NO. {760] 438-.3891) _ WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LATEST EDITION) VOLUMES 2 & 3. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFET.Y BEFORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSNA NOT/FICA T/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAo·s DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTJON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)4.38-.3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THODJC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X 30" X 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STA TE OF CALIFORNIA'S DEPARTMENT OF HEAL TH SERVICES. 14. AXIAL DEFLECTION AT 'rHE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR 0900. I SEE SHEET 2 FOR SIGNING AND STRIPING NOTES I , "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670.3 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. ., . I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, O.F,;Mc=Y=~ RESPONSIBILITIES FOR PROJECT DESIGN. ~ FIRM: PANGAEA LANO CONSULTANTS, INC. ADDRESS: 2834 [A-MIRADA DRIVE, SUITE H CITY, ST.: VISTA, CALIFORNIA 92081 TELEPHON§::...w6-:w BY: --1.~~~Ld. ~lli~•-·~.:::,,ee::=:::.,,~-----DATF· {2•0(, ZOfl RICHARD C. BRASHER R.C.E. N0.:_4.-.:c.3:..=8cc19:..._ __________ _ REGISTRA T/ON EXP/RAT/ON DA TE: ~6~/~3~0/~1~.3 ___ _ '7 P.t°\NG,l\Ei\._ --· . ·-a ~.:-,~· -:..,._ ~ Li.ND .C01'-iSU t··L'.\,N T 5, l NC. VICINITY CITY OF OCEANSIDE HIGHWAY ?a - PACIFIC OCEAN MAP ~ CITY OF ENCINITAS '--_,-,_ _ _, WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIR£CTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. 4. 5. 6. 7. 8. 9. 10. 11. THIS SET OF PLANS ' RESOLUTION NO. 6650 DA TED DECEMBER 16, 2009 THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEO TECK INC _____ DATED DECEMBER 2, 2010 THE SAN 0/EGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS RESOLUTION 6653 DA TED DECEMBER 16. 2009 STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG CONSULTANTS DA TED JUNE 21 2010 WD/0 NO. 9 37C.3591?7 STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANIS DA TED APRIL 15 2010 CALIFORNIA STORM WATER QUALIT.Y ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. r OWNER SHEA HOMES INC. 9990 MESA RIM ROAD SAN DIEGO, CA 92121 SARAH BECKMAN PHONE: 1-858-526-G554 FAX: 1-858-320-0437 WATER 8" PVC WATER MAIN DR 18 ...................................................... **W-2 --w---w- 8" GATE VALVE (RESILIENT WEDGE) ......................................... **W-16 2" MANUAL AIR RELEASE ASSEMBL Y ........................................ **W-6 - 2" BLOW-OFF ............................................................................. **W-6 I ffi ·1 FIRE HYDRANT ASSEMBLY ......................................................... **W-12 [),\-;::;: THRUST BLOCK ........................................................ **W-15 & **W-19 f---'.:.-'...@ 2" WATER SERVICE WITH 2" METER .......................................... **W-4 L________f.,,'\ 2" WATER SERVICE WITH 1-1/2" METER .................................. **W-4 ~ /..- 1" WATER SERVIQ[::_,,WIT.H 1'' ME~ ....... -_ .. ·.·:~_· .. _ ......... ~~:~-~-. _,p~~ .. ,W)-_.;f&\/4;._. ·.· rlRt' SERVICE WITH...Qil..,E"VALVE AND ENQ .CAP................. ·. · .... · , ____ . ~ '.- SADDLE WATER CONNECTION (8" TO EXISTING 30" STEEL) .... **W-14 . . '· .. i>:t::::\ 2"FIRE SERVICE WITH SHUT OFF VALVE IN METER BOX ....... ~lW-4 I· [ · ~ 1,428 LF 5 EA 4 EA 4 EA 4 EA 16 A 1 E~ 12 E~ \ 2 EA l EA 2"EA 12 °EA RECLAIMED WATER (SEE 2"FIRE SERVICE NOTE BELOW) . . ~- 2"--!RRI.G.__SffiVr&; 1 1/2" METER WITH ~ **W-3 &**W-20 ~~~",.... 1 1/ STREET IMPROVEM~~ '-....__~ ======= ·-- 6" CURB AND GUTTER TYPE (G) ................................................... G-2 _)L_J~ 63 LF 5' CONCRETE CROSS GUTTER ................................................... ***G-12 ,, .... ,., .... ,• ... ,,.,,.. 390 SF 5' SIDEWALK (CASSIA ROAD) ........................................................ G-7 ]1----rf 7,410 SF CONCRETE DRIVEWAY (24' WIDE) .............................................. ***G-14A __ -_~_-_-_-_~_-__ 255 SF REMOVE EXISTING CURB AND GUTTER ........................................... . PEDESTRIAN RAMP ................. , ...................................................... G-27 TRENCH RESTORATION .................................... 1., ......................... *GS-25 STREET LIGHT (5,500 PUPIL LUMEN / 40 WATT HEl) ............. ***E-1 PRIVATE STREETS 4" PAVEMENT AND 6" BASE ( SEE STRE~T NOTE # 1) ........ .. STREET SUBGRADE PREPARATION ...................... _ ....................... .. PERMEABLE PAVERS (CONSTRUCTED ON PRECISE GRADING PLAN) 4" AC DRIVEWAY/COURT YARD .................................................. .. STAMPED CONCRETE ................................... _ ................................. . 6" STANDARD CURB ...................................................................... G-1 6" CURB AND GUTTER TYPE "G" ................................................. G-2 6" MEDIAN CURB ...................................................................... ***G-6 4.5" CONCRETE SIDEWALK (ONSITE) ............................................. G-7 CONCRETE CROSS GUTTER ....................................................... ***G-12 2' CONCRETE SIDEWALK (PARKING SPACES) ................................ G-7 3' WIDE CONCRETE RIBBON GUTTER (SEE DETAIL, SHT 3)........... - . PEDESTRIAN RAMP ........................................................................ G-27 PEDESTRIAN RAMP (MODIFIED, SEE DETAIL, SHT 3) .. _ .............. .. STOP SIGN (MOUNTED ON STREET NAME SIGN POST).CAMUTCD R1-1 STREET NAME SIGN ......................................................................... .. BLUE RAISED PAVEMENT MARKER ............. ~: .................................. M-19 STOP LEGEND ....................................................... PER CAL TRANS A24D STOP LIMIT LINE ..................................................... PER CAL TRANS A24E f'i:<::·:Z·:'·'°'>:::'·;'·1 1:::•:@ C·:-,:.,i/• .. ,.,,,.'! lfffff±ffl _JLJL ~ i 1 1 i + + [I STOP ALL STANDARD DRAWING ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. . •... ·-.. ' ' ' 100 LF 2 EA 60 LF 1 EA .. 38,989 SF .. 40,329 SF 2,890 SF 9,696 SF 1,340 SF " 749 LF . 1.952 LF 20 LF 5,490 SF 390 SF 1,520 SF 4,650 SF i 4 EA 4 EA 3 EA 3 EA _} ' 6 EA 3 EA 3 EA ~ V • ...-,~, .. a. 'IS_,. __ <':"'_,.,,;,!,;~;;_ ___ ,,,.:1~~i:ti,~~,1fr~AEJ~~~=~:~~RAw1NG. -""•,,./.-.,~--.,,.~.'¾ ... ,,. ,, f"' (SDRSD) AS PER CARLSBAD MODIFICATIONS. " 2" FIRE SERVICE NOTE: \_, \.. 2" FIRE SERVICES TO HAVE AMES 3000B ABOVE GROUND 2"DOUBLE \\, ·.·•• ..• CHECK DETECTOR ASSEMBLY WITH BYPASS METER AND CONDUIT TO ALARM PANEL PER W-22. _ INDEX OF SHEETS ~ ... ,.. ~·,~:·~~':'.:.': :;:.;;::,~:~~~::_~f',~'."" ""'" .. J "', /~ _,..,-it-;.. ) ,"<:,,. ...... SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AERIAL PHOTOGRAMETRY METHODS FROM JNFORMA TION GATHERED ON JULY 21 1999 BY ROBERT I UNG & ASSO.=Cf~A~IE-S~------- TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. BASIS OF BERARINGS THE BASIS OF BEARINGS IS THE CALIFORNIA COORDINATE SYSTEM ZONE 6 EPOCH 1991.35 GRID BEARING BETWEEN CITY OF CARLSBAD SURVEY CONTROL STATIONS DESIGNATED 'CLSB-039' AND 'CLSB-068' PER RECORD OF SURVEY NO. 17271. I.E. N 25'39'12" E BENCH MARK THE BENCHMARK IS CARLSBAD SURVEY CONTROL STATION DESIGNATED 'CLSB-068' PER RECORD OF SURVEY NO. 17271 A 2.5" DISK IN DRAINAGE BOX SOUTH SIDE OF CASSIA STREET OPPOSITE THE EAST INTERSECTION OF KALMIA STREET. ELEVATION 268.534 NGVD29 PROJECT LOCATION SHEET 1 -TITLE SHEET ~"-.,.,, ~ "•~-.~ // ·•~ ...... SHEET 2 -KEY MAP "',..~--... =-•=.,,,..--,..~~ ir-.~~~=~----.~-«<~*"" '"-~--/ SHEET 3 -TYPICAL STREET SECTIONS AND DETAILS ' . _,,_== .. ·•=• \"'-·-----✓--- SHEET 4 -WATER AND SEWER IMPROVEMENT PLAN , I SHEET 5 -WATER AND SEWER IMPROVEMENT PLAN • · SHEET 6 -CASSIA ROAD IMPROVEMENT PLAN CITY OF CARLSBAD FIRE DEPARTMENT SHEET 7 -FAIRLEAD AVE PRIVATE IMPROVEMENT PLAN SHEET 8 -FAIRLEAD AVE PRIVATE IMPROVEMENT PLAN SHEET 9 -FAIRLEAD AVE AND GENOA LANE PRIVATE IMPROVEMENT PLAN REFERENCE DRAWINGS 341-5, SHEET 8 354-9, SHEET 4 REQUIREMENTS NO. OF F.H.(s)_±_ F.FLOW 2750 G.P.M. OUT OF_2_F.H.(S). BLO 1SPRINKLED @No ... F.FLOW __ G.P.M. . .,. ~ --2_ , I (1 ,/;_. 't,_ FIR! MAR HP(_ 1 ' DATE "AS BUil T" INSPECTOR I-I-===:===:====================~--<·:====:===:===:===: I SHE1ET I CITY OF CARLSBAD I Sfl;,ETS I ENGINEERING DEPARTMENT v ~===-'==============="=~ IMPROVEMENT PLANS FOR: OC:CU°f\'ta t:(..evA,lONS. POINSETTIA PLACE /!\DELETED 8-6" FIRE SERVICES AND W-22 : DCVD. ADD 12 -2" FIRE SERVICES WITH GLEN K. VAN PESKI i METER BOX S. SHUT OFF VALVE. DELETED THIS PROJECT IS LOCATED WITHIN ASS£SSORS PARCEL NUMB£R(S) 215-020-06 i I -l"WATER SEVICE. ADDED 2"FIRE 11\ SERVICE NOTE. DWN BY: ·"· CHKD BY;,!bl DM RVWD BY: RB i/7t/'Z D TE . THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: DATE INITIAL DATE INITIAL N 1986 E ___ -"6"'-24-"6=-------ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL \ PROJ.ECT NO. CT 04-l0(A) DRAWING NO. 469-5 022112 i r I I I I I I I r>r:'c 2"2 D.t::.: a 1128 EJBJ'vJ LOT3 OPEN SPACE 11.55 AC ------------- I LOT6 0.65 AC . " ' ::-'., ' ).,- -,..; i'.Q ~ "-1 i'.Q ti.) ' I C) .,. <: I ~ ~ I en lLl C) cf.) u:: <,'I) -;--., l C) ,\1 Ci 1 1.r, 1:.:.< <:\J -?: a.., ~ SIGNING AND STRIPING L THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIG,\!l~:G AND STRlPING: 2. ALL SIGNING, STRIPING AN"b PAVEIV[E"IT MARKINGS SHALL CONFORM TO THE CALIFORNIA .MANUAL ON UN.iFORM TRAFFIC CONTROL DEVICESJPHWA'S MUTCD 2003 REVISJON I, AS AMENDED FOR USE IN CALIFORNIA), THE CAL TRANS STANDARD SPECIEJCATIONS{LATEST VERSION!, THES_E PLANS AND THESPECIAL PROVISIONS. 3. Aft SIGNING ANDSIRJ]'JNG r; SUBJECT TO THE APPROVAL 01' tHE C[TY ENGINEcR OR rns REPRESENT ATIV"E, PR[OR TO_ INSTALLA"TTON. 4. AN'{ DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE CITY ENGlNEER OR HIS REPRESE,'.'rIATIVE PR!OR TO ANY CHANGE l:N THE FJ8LD. 5. ALL STlt!PlNG SHALL BE REFLECTlVE PER CAtrnANS SPECJFICATJONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTERlN!TlAL Pt\!NT!NG. 6. ALL SIGNAGE SHALL BE REFLECl1Vc PER ASTMDESJGNATJOND4956 AND SHALL USE TYl'E IV PRISMATIC REr'LECTIVE _SHEETING (HlGH INTENSITY PRISMATIC OR EQUAL) UNLESS OTHERWISE SPLUFIED. Ki.-! "STOP", [{1°2 '·Y[ELD'', R2-I '_'SPEED LIMIT'" AND STREET )[AME SIGNS .SHALL USE TYPE IX PRISMATIC CUBE-CORNER REFLECTIVE SHEETING (DIAMOND GRADE VIP OR EQUAL}. 7 . .LETTERINp ON GROUNDCMQUNTED STREET NAME S.IQNS ON LOCAL RESIDENTJAL STREETS (SPEED LrMITOF 25 MPH OR LESSJ SHALL BE 4'.' HIGH CAPITAL LE1TERS LETTER!NG ON GROUND-MOUNTED STREET NAME SlGNS ON. PRlME ARTERJALS, MAJGi<. AKTERlAlS AND SECO)[DARY ARTERlALS (SPEED UMff GREATER THAN 40 MPHJ SHA.LL flE K.INCH HIGH CAPITAL LETTERS LEn'ERINOON ALL OTHER GROUND- MOUNTED STREET NAME SIGNS SHALL BE 6 JNCH HIGH CAPITAL LETTERS. . 8. STREET NAME SIGN BLANKS SHALL BE ,LAT (NON EXTRUDED:, AND STREE1'_SIGN POSTS SHALL lJo .MINIMUM 11 GVAGE I 3/4" SQUARE TUBING PER SAN DlEGO REGIONAL STANDARD DRAWING M-45. ~. PRIOR -rb FINAL ACCiEPTANCE OF STREET lMPROVE.YlENT.S, ALL STREET STRlPfNG AND MAlUC!NGS W!HIIN A 500 FOOT PERIMETER OF THE CONSTRUCTION PROJECT WJLL BE RESTORED Tb A •'LlKE NEW" CONDI110N,. lN A MANNER MEE"TTNG THE APPROVAL OF THE crrY INSPECTOR. !IJ, .BXACT LOCATION Or STRIPING ANDSTQP L!MJT l.,INGS SHALL llE APPROVED llY THE . CITYENG[NEEROR HIS REPRESENTATrVEPIUOR TO INSTALLA "DON , L CONTRACTOR SHALL RE,,10VE ALL CONlLiCTrNG PAINTED LINES, .M1\RKINGS AND PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL llE PROMPTLY REMOVED BY THE CONTRACTOR. 12. ALL PAVEMENT LEOENDS SHALL .BE tiff LATEST V.:RSION OF THE CALTRANS STENCILS . 13, LLMtf LINES ANJJ CROSSWALKS SHALL BE t'JE,LD LfJCA TED. CROSS\VALKS SHALL HAVE 10 FOOT l'lSIDE D.lMENSlON lJ:NJ.'i.SS OTHERWISE SPECfflED. 14. ALL C:RO~SWALKS, LlMIT LINES, ST(),· I>;\KS, PAVEMENT ARROWS AND PAVElvIENT LEGENDS SHALLBE THERMOPLASTIC.UNLESS OTHE!l.WlSE SPECIFIED. 15. flREHYDRANT PAVEMENT MARKERS SHALL CONFORivl TO THE CALJFORN!A MUI'<:'D ANDSAN DIEGO REGIONAL STANDARD DRA WINO b l•l!l, 16. ALL $JONS SHAU, HE STANDARD SIZE As SHOWN !N THE C,\LJFORNI.'\ MUTCD UNLESS OTHERWJ3E SPECIFIED, 17. SIGN .POSTS SHALL BE SQUARE PcRFORATED STEEL TUBING WITH HREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 18. WHEN A SIGN IS ATfACHEDTO A POLE, !TSRALL BE 1/iOONTED lJSlNG A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 1g_ EXIST!Ni;i,•S!GNS REMOVED BY THE CONTRACTOR SHALL BE DELTVERED BY THE CONTRACTOR JUTHE CITY OF CARLSBAD PUBLfC WORKS YARD AT 405 OAK A YR JU. ALL SIGNS SHOWN ON THESE .PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY TflE CONTRACTOR EXCEPT THOSES!G.'{~ SPECIF[('ALLY SflO\\"N A.~ EX!SrtN OTO. BE RELOCATED QR TO RE\!A1N, GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft. KEY MAP INSPECTOR I ~ATE · /4Ess10 Sl C, LOT 8 FIRE ,\CCESS LEGEND LOT 3 1. PAINTED "RED" CURB,. .. .,,,.,.,,,,,,,,,,,,,,,,,,,,,, .. ,,,,,,,, 2., WHITE LE1TERING "NO PARKING FIRE LANE",,,,,,. ,,,,,,,-t---+-~---------+-----t----t---------t---t I SH2EET .1 CITY OF' CARLS BAD ~ ENGINEEf,ING DEPARTMENT ~ ~='--'===========-==~ o. 4381 p. 6/30/ c1v1"-By ttf/:IJ.1.Loate: 1? •Q · 7# 11 Name: Richard C. Brasher R.C.E.: 'J819 S, PAN G:.___A"?-::\. . ' ' -. ~ LAi"ID CON su1. ·{_.\1:,iT 5,. { N c·. ' 6-30-2013 ♦ NOTE: STANDARD CURB':" 80RDERING FIRE ACCESS ROADS SHAI.L HAVE THE WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HORIZONTAL AND VERTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY--FIVE FEE:r, LETTERS SHALL B~: OF BLOCK STY.E, MINIMUM FIVE t-----t----t-;,;---------- (5) INCHES IN HEIGH1' WITH A STROKE OF NOT LESS THAN 3/4-INCH, AND SHALL BE WHITE ON A RED BACKGROUND, THE BACKGROUND SHALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST LETTERS OF THE TEXT. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 11i,, _______________ .. _______ , ___ ..,, ____ _, ________________________________ ...,. ___________ ~;.;~ iMPROVEMENT PLANS FOR: POINSETTIA PLACE APPROVED:~ ;I 7/4z M GLEN K~ v!/~Kt ENGINEERING MANAGER PE 41204 EXPIRE$ 03 31 13 DATE DATE INITIAL DATE IN!1iAL OTHER APPROVAL CITY APPROVAL ~~~gBi~;sm~~ ~, C;R~~cr1~o(A) I o~~~~~c ' I -i 1022712 C l\l :E 0 G') ..., .,::. (0 0) (0 I 0, ) SEWER LATERAL TABLE LATERAL STATION LATERAL LENGTH INVERT AT MAIN INVERT AT END BUILDING 1 · 4" LATERAL 10+15.90 26.20 237.30 242.90 4" LATERAL 10+36.98 27.20 237.52 242.90 4" LATERAL 10+58.15 27.80 237,73 242.90 4" LATERAL 10+80.81 28.20 *37.96 242.90 4'" LATERAL 11+04.95 26.40 238.21 242.90 4" LATERAL 11 +29.64 . 21_90 238.67 242.90 BUILDING 2 4" LATERAL 10+21.09 18.00 237.36 243-10 4" LATERAL 10+42.26 18.00 243.10 4" LATERAL 10+63.43 18.00 237.79 243.10 4" LATERAL 10+84.61 18.60 238.01 243-10 j 4" LATERAL - 11+07.91 21.70 238.24 243.10 BUILDING 3 LATERAL SLOPE BACK FLOW DEVICE 16_79% NO 15.37% NO 14.28% NO 13.26% NO 13.22% NO -13.84% NO 25.22% NO 24.06% NO 22.83% NO 20.9'1% NO 16.87% NO & BASE GENOA LANE (PRIVATE) NOT TO SCALE STA. 1 o+oo -10+82.s7 (SEE PAVEMENT SECTION NOIE) VARIES 30' TO 56' I ''VARIES 15' TO 28' VARIES 15' TOl28'i 4" LATERAL 10+37.99 10.00 240.72 245.10 31.80% YES " 1 · ' 4" LATERAL 10+40.99 20.00 240.78 ,. 245.10 15.60% YES ,'t, 6" MEDIAN - -------------------------------------------- 26' . 4' VARIES-SEE PLAN 12' -,,_ ------·', " CURB__!__" Cf's;,_+-MIN I o" TO 6" ' n--_-_ 1/4' DEEP GROOVEs'k---------1'"--3-' --•1, ---1-3-' ___ ..,,_ B.W. 0 CF--,, '• _ \ ·---_ CF ll?ANSISITION / .. AT 3/4" o.c. (TYP) __ . . f f e1J.-----<> >a.33% ~i 8 . .JJ% K>_ .. r • --Tl 2.0% I _6:· · __ ,_:_:·_ '<:M4x~ r ,U4X ···--.. : •• ,. ''i?:?"5,,;%;,;,,,•)·0 •··::,4•c'l••··•· "''" ~-:~~ ... ---'1:~·-A(: 6"cF-__;, ' ------._____ 3/8" CF@ 45' ;~L' .----JA ---1: ST,';. 10+00 -11 +20 (SEE PAVEMENT SECTION NOTE) 26' /3' I /3' -----,-~----·------ -----------"'~ C L. NOTE: RAMP MUST MEET ALL TITLE 24 AND ADA REQUIREMENTS MODIFIED PEDESTRIAN RAMP NOT TO SCALE A. C. PAVING OVER --1 2.0% . 10· E I 2.0% '.I 5' . 7' 24" SD 8" SWR FAIRLEAD AVENUE UTILITY LOCATIONS NOT TO SCALE STA, 11 +20 -18+20 4" LATERAL 10+58.99 10.00 241.14 245.10 27.60% YES 6r , '-sc-' -£ , CURB 6" 4" LATERAL 10+61.99 20.00 241.20 245.10 _ 13.50% YES 2 ·0!,, ·1 2.0% 25 • --,2-5 2.0% ''' 2 .0% 4" LATERAL 10+79_99 10.00 241 _55 245_10 -23.40% YEs I;$i;'.: ',\_ · ·,,i;,;;•"""*~*;+'J'•'ff/'.''·;::·\; ··"•'•;•:•':, ,,_,.,.,,"'o:J •~~1/' Q,1!)'t 2.0% I 2 0% , .; 6 .. ~.0% -(~~~;~~~~g~wt~-~~~<~;~~{zij~~\iE~'.;({~;~i~;~.:i<~;;;~I~~ SELECT BASE. SEE \ CONC. VALLEY GUTTER --\ PLAN FOR THICKNESS W/MEO. BROOM FINISH \ \ . \\ 24' --,Is~------'=-··------------'-C- !-4 __ "_LA_T_E_R_A_L __ t-__ 10_+_8_2._99 __ -t---=20::.:.·::.:.00:___ __ t---=2.::.41::.:..6::2:____-l-__ _:2:..4:.::5::.:..1_:_0 __ + __ 1_:__:1'.:...4:.::0.:.:%:___+ ___ Y_:_:E:::S::...._ ___ 6., CUR!{{[1t~~;'11~;~:(1~t~f~i~tt::~~?~*ft~ 4" LATERAL 11+00.99 16.00 241.98 245.10 12.00% YES & BASE 6" CURB & GUTTER A.C. PVM'T __// 6" CURB & GUTTER & BASE F AIRLEAD AVENUE (PRIVATE) c4--__ Jc..'_c_P_,..ER_'-"'Cl~VIL'----"-'OW'--"G-=S·~ \ . 3-\ 12' I 12' ,, "~----~~--------~·-1,-------... ---· --___ __::l's 4" LATERAL 11+03.99 26.00 242.04 245.10 11.63% YES 4" LATERAL 11+06.00 12.80 242.08 245.10 14.22% YES 4" LATERAL 11+06_00 15.20 242-08 245.10 11_97% YES BUILDING 4 I , 4" LATERAL 10+41.86 10.00 244.20 248.60 32.00% YES 1t------t---'----'"--'----t-------'-::.:.::.:.:___ __ t---=c.:.::.:.=--=---+.---------'=:.::::.:.--+--------'=:.::.:.::___+ ___ _:_::::::...._ __ _ 4" LATERAL 10+44.86 20.00 244.26 248.60 15.70% YES 4" LATERAL 10+62.86 10_00 244.62 248.60 27.80% YES 4" LATERAL 10+65.86 _ 20_00 244.68 248.60 13.60% YES 4" LATERAL 10+83.86 10.00 245.04 248.60 23.61% YES 4" LATERAL 10+86.86 20_00 245.10 248.60 11_50% YES 4" LATERAL 11+04.86 16.00 245.46 248.60 12.12% YES 4" LATERAL 11+07.86 26.00 245.51 248.60 7.27% YES 4" LATERAL _ 11 +08.00 11,80 245.52 248.60 15.93% YES 4" LATERAL 11.08.00 16.70 245.52 248.60 11.26% YES BUILDING 5 4" LATERAL 10+39.69 10.00 247.55 252.00 32.50% YES 4" LATERAL 10+42.69 20.00 247.61 252.00 15.95% YES 4" LATERAL 10+60.69 10.00 247.97 252.00 28.30% YES 4" LATERAL 10+63.69 20.00 248.03 252.00 13.85% YES 4" LATERAL 10+81.69 10.00 248.39 252.00 24.10% YES 4" LATERAL 10+84.69 20.00 248.45 252.00 11.75% YES 4" LATERAL 11 +02.69 16.00 248.81 252.00 12.44% YES 4" LATERAL 11 +05.69 26-00 248.87 252.00 7.42% YES 4" LATERAL 11+07.00 12.80 248.90 252.00 14.84% YES 4" LATERAL 11+07.00 17.10 248_90 252.00 11-11% YES BUILDING 6 4" LATERAL 10+40.82 10.00 252.63 258.10 42.70% YES 4" LATERAL 10+43.82 20.00 252.74 20.80% YES 4" LATERAL 10+61.82 10.00 253.38 258.10 35_20% YES 4" LATERAL, 10+64.82 20.00 253.49 258.10 17.05% YES 4" LATERAL 10+83.82 10.00 , 254.17 258.10 27.30% YES. 4" LATERAL 10+85,82 20.00 254.24 258.10 13_30% YES 4" LATERAL 11+03.82 16.00 254.89 258.10 12.56% YES 4" LATERAL 11+06.82 26.00 254.99 258.10 7.35% YES . 4"LATERAL 11+07.00 12.80 255.00 258.10 14_84% YES -4" LATERAL 11+07.00 17.10 255.00 258.10 11.11% YES BUILDING 7 4" LATERAL 10+40.63 10.00 255.45 260.70 40.50% YES 4" LATERAL 10+61.63 10.00 255.98 260.70 35.20% YES 4" LATERAL 10+64636 20.00 256.11 260.70 16.95% YES 4" LATERAL 10+82.63 10.00 256.61 260.70 28.90% YES 4" LATERAL 10+85.63 20.00 256.59 260.70 14.55% YES 4" LATERAL 11+03.63 10.00 257.04 260.70 24.60% YES 4" LATERAL 11+06.63 20.00 257.12 260.70 11.90% YES 4" LATERAL 11 +22.63 16.00 257_52 260_70 12.38% YES - I 4" LATERAL 4" LATERAL 11 +24.63 26.00 257.57 260.70 7.42% YES 'r------+--------+----=-::.:.::.:.:,-----1f----=::.:.C.:.~---l---------t-------t---~------a ' 11+26.00 12.Bq 257.60 260-70 14.84% YES 4" LATERAL I 11+26.00 17.1Q 257.60 ---260.70 _ _ 11.11% YES BUILDING 8 . 4" LATERAL 10+40.20 20.oq 258.44 263.90 21.30% NO 4" LATERAL 10+61.20 I 20.oq 258.86 263_.90 19.20% NO : 4" LATERAL 10+82.20 20.oq 259.28 263.90 17.10% NO 4" LATERAL 11 +03.20 20.oq 4" LATERAL 11 +24_20 2ooq 259.70 263.90 15.00% NO --+---------+-------+-----------J 260.12 263.90 12_90% NO 4" LATERAL 11 +45.20 20.od 260.54 263.90 10.80% NO BUILDING 9 6" LATERAL 10+79.20 10.oq 259.22 263.90 34.80% NO 6" LATERAL 11 +00-20 10.oq , 259.64 263.90 30.60% NO GENOA LANE (PRIVATE) NOT TO SCALE STA. 10+82.87 -11 +35.85 (SEE PAVEMENT SECTION NOTE) 32' . NOT TO SCALE STA. 11 +20 -18+20 (SEE PAVEMENT SECTION NOTE) 24' 12· 1,-__ ,. ---I I -\~-- 2,0% C I. 2.0% ,,..._ - ------------------- 16' 16' E o CONSTRUCT WEAKENED PLANE JOINTS IN ALL VALLEY GUTTERS @ /0'-o' 0.C. MAX & AT ALL 90' CORNERS & TANGENT POINTS - GENOA LANE (PRIVATE) NOT TO SCALE STA. 11 +35.85-11 +93.00 (SEE PAVEMENT SECTION NOTE) FAIRLEAD AVENUE (PRIVATE) NOT TO SCALE STA. 18+20 -21 +60 (SEE PAVEMENT SECTION NOTE) 24' 12· 12· FAIRLEAD AVENUE (PRIVATE) NOT TO SCALE STA. 21 +60 -23+36.66 (SEE PAVEMENT SECTION NOTE) 26' B' or 18' PARKING ~ ,, -6" CURB & CUTTER ~LLEY CUTTER 1 £+, \ 6" CURB --, !,.J. ... -·· 1 2%' ' :ii$ '2%, . ':_:£::''.' 2% ,-: A.C, PVM T & BASE 6" FAIRLEAD AVENUE WITH PARKING (PRIVATE) NOT TO SCALE (SEE PAVEMENT SECTION NOTE) R/W JO' I 4.5' 5.5' o PROV/OE 1/2" FORMED EXPANSION JOINTS @ 60"-0' 0.C. MAX o PROTECT ALL VALLEY GUTTERS FROM ALL VEHICLES FOR 14 DAYS MIN. AFTER POURING VALLEY GUTTER NOT TO SCALE 20' '\-20' 5,5' 4.5' -4, 6' f, 10' -1 ! 24" SD .8 .. SWR F AIRLEAD AVENUE UTILITY LOCATIONS ['1 NOT TO SCALE STA. 18+20 21+60 VARIES 30' TO 56' . VARIES 15' TO 28'1 VAR/ES .. /5;fo·28'' . 2.0% _1_1 8" WTR g• - VARIES 6' 1/ TO 79' GENOA LANE UTILITY LOCATION NOT TO SCALE STA. 10+00.00 -11 +93.00 POINSETTIA PLACE TRACT 04-1 O(A) GENOA LANE AND FAIRLEAD AVE PAVEtv1ENT SECTION NOTE: PAVEMENT SECTION -T,L= 5.0 -MIN, 4" AC / MIN. 6" AB (SEE STREET NOTE NUMBER 1) DESIGN SPEED -15 MPH / By: /2:d'&. 4Ceate· ! "t · e l:'2b{/ Name: Richard C. Brasher R.C.E,: 43819 exp: 6-30-2013 ~ PA~ ~.1'\.cEA tAi-..:D .COHSULTANT 5,·i NC. EXISTING CASSIA ROAD 60' R/W \....coNSTRUCT NEW 5' SIDEWALK NOT TO SCALE ' STATION 12+04.59 TO STATION 25+44.78 EXISTING IMPROVEMENTS PER DWG. 354-9 SHEETS PAVEMENT SECTION-T.l.=5.0~MIN. 4"A.C./6"A.B. DESIGN (SEE STREET NOTE NUMBER 1) 3, 4 & 5 SPEED=30MPH i--'----+----1---'------~--------l-----l---1----1--___________j I SH3EET I CITY OE_ CARLSBAD I SHgEETS I ::===-'===E::N:::G::I N::E::E::Rl:::N=:G :=D=:E::::P::::AR:::::T=:M':=E=:NT===----':=::::::= 1--_-_ ----11---'------l----~-------------11---'----1----1---------l--~ I iMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHcR APPROVAL CITY APPROVAL POINSETTIA PLACE ,'IPPROVE~ ;I. d, i},.,t GLEN K. ,.N ,6~KI ENGINEERING MANAGER PE 41204 EXPIRES 03/31/13 ,L DWN BY: CHKD BY$4! DM RVWD BY: RB PROJECT NO. CT 04-l0(A) DRAWING NO. 469-5 1-· 10077·]? 1 L1..; l. / _/ i / C w=E 0 G) .... ~ (0 O') (0 I 0, ,-- ~ . ... 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Brasher R.C.E.: 43819 exp: 6--30--2013 ":) PANGI\..~A . .-........, __ LA"r~D-crn-.; su t:-rt, NT s,.-.! r-.. c. 10+00 11+00 12+00 13+00 SEE SHEET 4 SEE SHEET 9 FOR SURFACE IMPROVtMENTS CENTERLINE DATA TABLE PR/VA TE GENOA LANE \#7 BEARING/DEL TA RADIUS LENGTH TANGENT REMARKS PUDLIC W4 TERT!iN!i DA TA TABLE >--~------·~---~--~·-~----~--~~---, £ BEARING/DEL TA LENGTH RADIUS TANGENT REMARKS \ r • ~-£2.-~ N GRAPHIC SCALE 20 4-0 l~I ( .IN FEET ) 1 inch = 40 ft. 20+00 80 j CENTERLINE OATA TABLE PR/VA TE FA/.RLEAD A V£1tLJi: ' 21+00 22+00 23+Q0 I SEE SHE.-T 4 ~ 24+00 I ~. a I 1 • • l o'f I ' i l ~ • ' ' ' I I 2>. I J I I p-:34· . : ; , . GEN[RAL /J_TIL,l~Y __ d_,N!J~ACCESS ..... ~ c;'--l , Qlj , I STA: 23+93,84 CASSIA ROAD l·<.:'1IJ,1: lee! ~EASEMENTPERFINA_L."/;/AP,~. ---::,. ·l .! ~ 9t '/STA: 23+26,92~9.00'LTFAIRLEADAVE= __ •. I D)i ;t,,i ".'. : STA: ,21+2i/i 12~3.50 L Ti , 1 S( 8" SADDLE CONNECTION TO EXISTING JO" 8 GA , a ::J li1-" c~-: I 1--45 BE~D,& THRUSTE{LOCK , 0 --,;, . STEEL ML/MC WA/ER MAIN PER"CMWD STD : <.·". !:11, , " 1 o--r , r' TRENCH Rt;s,:pRATION PE~,K ~ vfl:, ,/ owG w--14 1--8" GATE VAL\,£, 1 _ 2" ' :::c 11 :: I .. 1--:':" --.' /f GS--2!; .. ,f 1..... ...J qt} '' i MANUAL AIR RELEASE AND THRUST BLOCK . -:".:: '~\\\ J, J\/{~ L7 J(i' GENPRA,UUTIL/T'f' AN{["AC(fESS ".'iC '1 I' : , .... 7, \ :, ',r~:i --~ EASEMENT 'PER .FINAL MAPX ·-~! Clti , I • , •v ~ ' · ,,, ,ll" , STA: 24+02.84 CASSIA ROAD = •• ~~ 'A• -:,q; . ii' -Gi.J W I fill L,W, --r' 1 ii I STA: 23+36.92 FA/RLEAO AV£ 4----'r • ·\±1 ~ 4 -"(' r. ~ ~5 .,, ' .__lj--"'~--itr ~ ,', ~ / ------LL ru.J -----....L!-_ :rB ' \El 23 I 00 I J ,_ I J , · ', ,:~'?!~.,~=-~rP.t8-t:Iit!lfd-~:r,1;15uE--1:'. !I ·• ~ ,!, L (<., '\'1, ( / /2 ,~[ 7 L J ilrl/ l ii"-_ . ,,,(n' EXISTING IMPROVEMEN, :, 0~ r;:,, ~r, ' !!: 1· I ho~!' PER DWG 3154 .. g ,__<f x":l,¢' STA: 21+47.38~2.28' LT I o--r ~, ,"'. II \-ii ... ~ I I I SHEE'r 4 ~ rv~v/ 1--45' BEND & THRUST BLOCK ~ 1 0 i I I I\ , ~ · ':i., ~~ I ! \ I\ \ \ \ " EXISTING JO" 8 GA STEEL ML/MC r~~x,. ' i~ APONPE2Ni6~P02A0c .. Eoa '1 i \ I\ \ \ l_ PER DRAWING 354--9 SHEETS 3, 4 , •.5 .,C,V/ . !§ N·J/2, SW 1/4, SW i/4 uSEC 23 \\_ '\ 1'\ \\.\ x:;' : ' \ l \ F l ' I q \ r I , l, \, • ' • I I \ I FAIRLEAD A VENUE SEE SHEET 9 FOR SURFACE IMPROVEMENTS (#l BEARING/DEL Tf; -RADIUS Lq".(,ili(,tf;. TANGENT REMARKS NOTE: PRIVATE STROM DRAIN CONSTRUCTED PER DRAWING 469-5A 10.90' -- , 32.00' · 50.32' 32.d.5' . 1.00. 00' 20.00'. . 10.QJ,'. . . _· 100.00' 19.99' 10.03' 135.71' -- PUBLIC WA TERUNE DA TA TABLE BEARING/DE:L TA LENGTH RADIUS TANGENT REMARKS Noo·o5'45:,w 177.80' 8" PVC DR 18 2 N45"33'57"E 16.40' 8"PVC DR 18 INSPECTOR ¥1b--DATE . , .. ,.• --+---+-------------+--,-+--+--+--i I SH5EET I CITY OF CARLSBAD SH;ETS -' ENGINEERING DEPARTMENT •> ~---,---t--t---------------"1'--+----j"~-;-~--i---1 ~=='...=:==:::==::'::.========='...=:===: DATE fiNITIAL ENGINEER OF WORK REVISION DESCRiPTION D~TE INITIAL DATE INITIAL DTH1ER APPROVAL CITY APPROVAL I IMPROVEMENT PLANS FOR: POINSETTIA PLACE APPROVE~/~~ GLEN K. ~/~;J~KI ENGINEERING MANAGER PE 41204 EXPIRES 03/31/13 DAfE __ DWN BY: "" PROJECT NO. 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Brasher R.C.L: 43819 exp: 6-30-2013 S, PA!'-.J G--Lt\_ l$f"- , ' """"""-+.1 ~-- . 1 AND-CON5l1I.:lr,ci!:·JT3 INC, I CENTERLINE DA TA TABLE <#) BEARING/DEL TA RADIUS LENGTH TANGENT REMARKS 1 N37'45'01" -34.75' -- 2 52·43'44" JOO.OD' 276.09'. 148.69' J S89'.Ji '/5"E I 900-45' ' 4 24'37'12" J00.00' 128.91' 65.47' - ' CURB DA TA TABLE # BEARING/DEL TA RADIUS LENGTH TANGENT DESCRIPTION t---'-1-+----=9c::O_:'b:_:4c_:'5c:o3:__" __ 1----ec2n /JO' JI, 44' 20. OJ' 2 89'58'56" io:oo' Jl.41' 19.99' 6" TY-'°.C G CURB & GUTTER ~~~--'-'-"-"--"-'-----'----===---'------=-'-'--'-'--'----..;.::=:......J.::___-'., 6" TYPE G CURB & GUTTER GRAPHIC '.'CALE 40 0 40 BO ~ I ! ( IN FEET ) 1 inch = 40 ft !- INSPECTOR PROFILE SCALE: HORIZ· 1 "=40' VERT: 1"=4' i'~-+--f--------~-------+-~--+----+----+---------1 I _sH6EET I CITY OF CARLSBAD I SH9EETS I ENGINEERING DEPARTMENT ~==--============--=== IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL ENGINEER er ';~ORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL POINSETTIA PLACE APPROVED~ ;iy',t.,, ~ GLEN K~0 PE~KI ENGINEERINGANAGER PE 41204 EXPIRES 03 31 13 D~ DWN BY: CHKD BYSB DM RVWD BY: RB PROJECT NO. 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B--,--t- 1 --t~~t---+-+-cl--+-+--+---+--+--+--+--+-+--l-l--+--+--+--+--+--+--l--+---1---+-+---t---l--_+,_-__ -l--,-\=c...\'C-l-----l---l-----t-l-f--l-+-+--1---l----l-----l--l-----t-l-f-1-+--l----l----1-----l--l---l---l-----t--+t--l--1--l----\---l----l---1----1--l---1-1-f-1--l----\---1-----1--1-t-+-+--+--+-f---l--f-+-l-l-t--+-+-+-+-l--+-+-+-l-f-J-+/~-c,J, '----j__l-f-J-+-+-+-+-+-f--f-f-l-f-J-+-+-+-+--l---f--+-+H-1---1 PROF/LE SCALE: --/ HORIZ: /" =20' ■+, +--+--+-+--+t--+-+-+--+-+--+-l--+-+-+-+-+--l--++-+-+--+--+-+--l-+-+-+---+-+--+-t--+-+--+--+-+--i-l--+-+---l--l--+--1-1---l-+---t--l--+__l-+---l--+--+-+--l-1--+-+--+--l--+--i-1--+--l--l-~ ----+--+--+--+--+--+-l--+--+--+--1---+--+-+-+----l---+-l--+---+---1--+-+--+-+-+-+--+--+-+--l-/+-i, --+--+-+-+-+--+--l--+--l-t-+-+--+--+-+~1--+-+-+--+-+--t-l--+---+---I--+-+--+ VERT: 1"=4' ,-----, 1 I"' CT.) 10+00 I 1 2 3 4 5 GEN TERLINE DA TA TABLE BEARING/DEL TA RADIUS LENGTH TANGENT REMARKS 21'19'48" 200.00' \74_45' 37.66' ~~~T --~3~8~.8~6~.--1-=_=-1----_--t-- 24·03'18" 330.00' 138.55' 70.31' S89'31'33"E -278.44' CURB DA TA TABLE ENT DESCRIPTION PERMEABLE PA VERS IN TH£ DRIVEWAYS WILL BE CONSTRUCTED ON THE PRECISE GRADING PLANS DRAWING 469-5C. SEE ENCROACHMENT AGREEMENT FOR PERMEABLE PA VERS SURFACE IN FAIRLEAD AVE. -GENERAL unuTY AND ACCESS EASEMENT PER DOC . ..:lo1o\ -D.J.O.l. S59 REC. ~,11. 01., o\O ,--. PR 11-37 GRAPHIC SCALE 20 0 ~-It'll 10 ,'.20 40 ~-! ( IN FEET ) 1 inch = 20 ft "AS BUil T" DRIVE "c" STA: 10+00 TO 16+00 APPROVED~ ~/ ~ fJvL:_. GLEN K. VAN PESKI ...<. Z, /zo.&z. ENGINEERING MANAGER PE 41204 EXPIRES 03/31113 DATE 2·24-lu ~C0 IA Ao-!Bll.ll,-~l=Vl&ea "lOe'Ot-CUt'etb GlGVi/; ---~-~--~+----+-----tt-----t+-----i DWN BY: JG CHKD BY-'i!M DM RVWD BY: RB PROJECT NO. DRAWING NO. 469-5 DATE INITIAL NGINEER OF WORK i DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL C. T. 04-10(A) ' /022112 ) / C ....., :E 0 G') .... .,:. (0 0) (0 ! I . . CJ1 -------------~-·, I I i ! ! I l u i • +----,---t--+-+--,--t--t-1-,-+---t--+-l-+-+--+---l-+-++-+-i--+---,--+___[-/-+-+-+---l-,-++-+-/-+-+--+-t-l-+-+-+--+-++--,-1-+-+--+-t-;--++-+---l~+---1-----l----l--l-+-+--+-+~-+---+-+--l--l-+-+-+-+-l-+-+-+-+--;"''i'ii:g,1<1,--+-i--+-+-+-+-l-+-+-+---l-+-4' 'f=l-+-+-+---l!---+-+-+-+-l-+-+-+---1-1-+-+-+--f--+-+-+-+-l-+-+-+---l-+--I ' ...._ . -+-> l'-------. : ' 1-+--+--+-+-t-+--+-+-+-+-+--+-+-f-+--+--+-+-t-+--+-+-+-+--+--+-+-f-+--+--+'irc'I "l~-+-f--+-+--+-+-f-+-+-+---11-_,yf-·--,1,-/-+-+-+---l-+-++-+-f--+-+--+-t-+-+-+-+---l-+-++-+-f-+-+--+-+-H I ' -E"\f ~ I I If-. : (!) ., ,I. / H ' " ,_, \ 0 v I/ .1-t+-t--i'-t---+-t-f-+-+---t-+-+---+---lf--+---+-+-1-+-+-+---l-+-+--+-+-i--+-+-+-+-l-+--l------l--l-+--l--+-f--+-l--l-l-+---+---l--l---l---l--+-l-',,:l'~'L-l--l_j__ <:) I a-+-t--+----t-+-+---+----t-+--+-I c:,<:5 s;;l::l i ! ' ' ' . +. I in 1..--,i,--1-t+-+--t---+-"'f~"'---l-:::lc-,,• ,c ~: _ _. ;; ~ d ... I ... ~ <>3~ 8~ ".' .\l ~ 5: " ! __.L--~ ·--a-+rt---+--+--,-! 'C:--II • I . 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I"') I i ' -I t -: §i! .- ,-'JC) 7;1 -• . --1C ~~ ..i • l ,_! -• l-+--+-+-+l-+--+--+-+-t-+--+-+-+-+-+--+-+-1-+--+--+-t-t-+--+-+-+-+--+--+-+-t-+--+-+-cl-t--t-+--f .! \' j I ···+-+--+-f---+'--t-+-+--+-+-1-+--+--+-t-l-+--+-+-+--l-- 1. l~+---+--+-r--+---+--+-+-l-+--1---+-+-+--+---+--+-I-+---+--+--+-+--•· ' ~~ : -+-f-+--+--+-+-t-+--+-+-+-+-+--+-+-f-+--+--+-+-+-+-+-+-+f-+-+--+-+-f-+--+--+-+-+-+--+-+-l---+--+--+-+'-l--+--l--+-+-+-+--1-+--+-+--+-+---+---+-+-l-+----+--+--+-+-+--+--+-+-+-+---+---II --I tttt---t-t-----t--t,-t--r---t--t-1-tc---1 _1----=-r-t""-~-t--t---t---+---1--+--t, --t-+---+--+-+--t---1-+-+--+-t-1-+-+--+---1-+-, -t-+-+---+--+--+-++-+-f--+-+--+-+-+-+---+---1-+-++-+-f--+-+--+-+-+-++--1--1-+-++-+-+-+----1---+-+-+-+---1---+-1-+-+-+-t-+-+-+-+---1~+---1-----1----1--1-+-+-+-t-+----1-,-+-1-+---+--+--+-+-+--+-+---l- ! ---r I I -' --1-------, 1· .-trt----t--t-t-+-+-+--t-_-=-4~+-+-+-+-+-+----+--+-+-t---+--+---+:-1-+---+--+-+--+--+,-f-+--+--+-+-l--+--+--+-+--+-+-+-'--+--+---+---+--+-l-~-+--+--+-+-+---+---+-+-+---+---+--+-l--'---f-+--l--+--t-+-+--+-+-f-+--+--+-+-!--+--l--+-+-+-+--+-+-f-+--l--+-+-l--+--l--+-+-+-+--+-+-l--+--I--+-+-+-,-+--+-+-f-+--+--+-+-!--+--1--+-+-+-+--+-+-L-+-+---- ' ' s+l+--+-+-+--+' ---~ --·l-+-+-t--,-t-+-+-t-f-+-+-+--t-t--+---i-t-+-+---f--+-+-+-+'-t-+-+f--f-+-++-+-f--+-+-+-+-+---.+-~-+---l-+--+-l--f-+-+-l--l-l--l---l---+---1--1--l---l--l--+--l--+-1--l-l--l-+-+-1--l---l--1---1--1--l----l--+-l-+--l----l---1--1--l--+--l--l-1--l---l---l----l'-+--l---1--l.-+--l---1--1--1-l--l--l---+---1+-L-l---1---1--1--1---1--1--l--+--1 PROflLE SCALE: j • ! 1 -I HORIZ: 7"=20' I ' ' ' I \ 16+00 17+00 CURB DA TA TABLE [1] BEAR/NG/DELTA RADIUS LENGTH TANGENT DESCRIPTION 1 N89"31 'J3"W -0.93' -6" TYPE G CURB & GUTTER 2 90'00'00" 2.00' 3.14' 2.00' 6" TYPE G CURB & GUTTER J S00'28'27"W -16.05' -6" STANDARD CURB 4 N89'3/'09"W -17.00' -, 6" STANDARD CURB q S00'28'27"W -16.05' -6" STANDARD CURB €i 90"00'00" 2.00' 3.14' 2.00' 6" TYPE G CURB & GUTTER 7 N89'31'33"W -150.40' -6" TYPE G CURB & GUTTER 8 10·34'43" 112.00' 20.68' 10.37' 6" TYPE G CURB & GUTTER 9 N78"56'50"W -64.27' -6" TYPE G CURB & GUTTER 10 10'29'14"W, 88.00' 16.11' 8.08' 6" TYPE G CURB & GUTTER 11 N89'26'04"W -202.70' -6" TYPE G CURB & GUTTER 1:,Z N00'33'56"E -2.50' -6" TYPE G CURB & GUTTER 13 90,'00'00" 2.00' 3.14' 2.00' 6" TYPE G CURB & GUTTER l-1_4-+ __ N_8_9~1'2_6_'0_4_'~'W __ +----------+--7-'-1.-'0-'-0_'-+-----,6_'_' _Tc_YP_E'--CG CURB & GUTTER l-1-'-5-+_~1='0=''2='9~·1~4~"-----,f-1'-1-=2'-'.o'-=o_'-+-=2"'-0'-'.5'-=0~'-+-'1'-=0C-'.2C.C8'-'-+-=-6~"-'T-'-Y,'-'P=-E--'-( ,URB & GUTTER 16 N78'56'50"W -53.25' -6" TYPE G CURB & GUTTER 17 10'34'43" 88.00' 16.25' 8.15;' 6" TYPE G CURB & GUTTER 1/3 S89"31'33"E -3.13' -, 6" TYPE G CURB & GUTTER 19 545"45'1/"W -11.34' -, 6" STANDARD CURB 2/J S89"3/'33"E -192.00' -i 6" STANDARD CURB 21 N44"39'58"W -il.34' -6" STANDARD CURB 18+00 CENTERLINE DA TA TABLE BEARING/DEL TA RADIUS LENGTH TANGENT REMARKS 1 S89'31 'J3"E -201. 71' 2 10°34'43" 100.00· 18.46' 9.26' 3 S78'56'50"E -58.82' 4 10'29'14" 100.00' 18.30' 9.18' 5 S89'26'04"E -202. 70' 11 VERT: 1"=4' 19+00 20+00 21+00 PERMEABLE PA VERS It/ Tf)F DRIVEWAYS WILL BE C(JNSTRUCTED l. ON THE-PRECISE GRAf,fNG PLANS DRAWING 469-5C. . ·•·--, .. ' -_, SEE EN(JROACHMENT AGREEMENT FOR PERMEABLE PAVERS SURFACE IN FAIRLEAD A VE'. -GENERAL UTILITY AND ACCESS EASEMENT PER DOC . .201.2.-o.;i.c.;,.SS"\ .R£C. Ai'"-. 01.,.2.0 1 "- PR 11-37 GRAPHIC SCALE 20 0 10 20 40 ---i~! ( IN FEET ) ~1--.l inch •;, 20 ft. r-'---..;,'-----·----·--------- •, ' 1-:--,,'A-----.+---·----'----l ~!BY:\ A ,4[y_rtr_ [/d<Ai b--J INSPECTOR I DATE l----+----1------------t----+---+----1----1 I SHBEET I CITY OF CARLSBAD I SH9EETS I ENGIHEERING DEPARTMENT ~='-==========:::::'...':::== IMPROVEMENT PLANS FOR: POINSETTIA PLACE ~ L DRIVE "c" srA: 16+00 To 21+00--=== ~~~:~1'lafei'2 ·ol-'Ld,1-:---t-~---1------------------+---+---l---l----l :C:A=P=P=R=o=-v=E=D~c;:i =ci:==;1=_ =. =z1a=~==tU=. ==. =G=L=E=N=K=.===VAN ¢~Kl -= R.C.E.: 43819 exp: 5-3o-zo13 1--~1-----t-,c-,---------------+---+-----+----11----1 ENGINEERING, MANAGER PE 41204 EXPIRES 03/31/13 ~TE ' ' y PANGAEJ\ .. , --- , LANJ) ··co.r.J Su i./t\\. t<T 5, l NC. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TI' INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: JG CHKD BY·~OM RVWD BY: , RB PROJECT NO. C. '1' 04-lO(A) DRAWING ,,0. 469-5 ) j / 0 00 ~ ' 0 G)' .... ~' (0 0) (0 I Qt ' , ' I I ! ! I - - - ,.., ,r a+-t--b-2. 71 I"'<" - I - I I ' I I ' '. 5i "'u "' c:::)~_ <',;j -· C',,i~~ ~ ! - o; <c v ' V ,-ROP . NISH RADE " -,{, •-.. - - - r:,... .. II ~ -..J 19 cl ~ ~ p STA F ' ?+~o.o, t ~ ~ "' " "' !Q <p c:; <::, ~~ 6 ~ -d ~ p -~-u .... -~( <::, -f. ;:'I°~ , " " ':i. "' ·~ "' f°' 1 <c M M liJ ~ "' ' " lo 11:: ' ~ ib'(.~ '10 • -. ~ 1'.. ~ - I I I f W ST, = 10 5~.00 ! ! n •l.i&\Lf=-f'/j/J.~'~Mfl-t---j-t-++--+-f-+--J---+----j-t-i---f--+----j-t--j----t--f-f--j-lll-11117-1111-lllll-11111-I I ! I 'I""'· ''l'";'i J -, I=!:' HI H 0INiT Ei EV = !26( 07 i ,, .oq <::, 1'5 '!? .!. I~ --,, / i---~ ; 74. 4 URVE. SI Ot: !-i----__ I" ::: "' , I I ! _j \ '\ V I i I" / \ ~ ' . ,. \1.7% I\ ''2. 0~ .1-. f-- i • ' ! 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PROFILE SCALE: HORIZ: 1•~20• VERT.· 1"=4' 21+00 22+00 23+00 I -·- GEN TERLINE DA TA TABLE CURB DATA TABLE PR/VA TE FAIRLEAD AVENUE l\'ii BEARIN9/DEL TA RADIUS LENGTH TANGENT REMARKS [I] BEARING/DEL TA RADIUS LENGTH TANGENT DESCRIPTION (~) 1 589'26'04"E 10.90' 1 N89"26'04"W -10.90' -6" TYPE G CURB & GUTTER 1 H 2 90·05•45" 32.00' 50,32' 32.05' 3 11'27'38" 100.00' 20.00' 10.03' 2 90·05'45" 20.00' 31.45' 20.03' 6" TYPE G CURB & GUTTER 3 11"27'38" 112.00· 22.40' 11.24' 6" TYPE G CURB & GUTTER 4 11'27'20" 100.00· 19. 99--,,, 10.03' 4 NI 1'47'53"E -00.41' -6" TYPE G CURB & GUTTER 1#1 5 500"28'1 l"W 135.71' 5 55·11•47• 5.00' 4.90' 2.67' 6" TYPE G CURB & GUTTER 1 6 544'31'49"E -4.18' -6 .. TYPE G CURB & GUTTER 2 7 500"28'28"W -95.99' -6" TYPE G CURB & GUTTER 3 8 545"28'11 "W -6.40' -6" TYPE G CURB & GUTTER 4 9 44 '56'33" 5.00' -3.92' 2.07' 6" TYPE G CURB & GUTTER 5 10 500 '3/'38"W -11.28' -6" TYPE G CURB & GUTTER 6 11 soo·31 •31"w -11.24' -6" SlA.NDARD CURB 7 -12 45·03'21" 5.JJQ' 3,93f 2.07' 6" STANDARD CURB 8 13 544 '31'49 "E -' 6.43' -6" STANDARD CURB 9 14 S00'28'28"W -96.JO' -6" STANDARD CURB " 10 15 545'28'11 ''W -8.68', -6" STANDARD CURB 11 By: f ~,.1..--Dated?. •()/•"ZQI/ Name: Richard .C. Brasher R.C.E.: 43819 exp: 6--30-2013 16 35·30'20· 5.00' " 3.10' 1,60' 6" STANDARD CURB 17 01'5?'i8" 112 G·)'·-:_ .3.84' 1, 92' 6" STANDARD CURB ,-,,,1·,I..-r-·~'.'7;"z6o' 6" STANDARD CU{:B 18 11 '27'38" 88. (j(J ' ,. 8.83' 19 38-0t!'o8" 44.00' 29.26' 15.19' 6" STANDARD CURB 20 14 '42'13" 44,00' 11.18' 5.68' 6" TYPE G CURB & GUTTER ,_ 6" TYPE G CURB & GUTTER 21 52·35'53" 5.00 ✓;,-:;:;' 2.47' 12 :rJ 14 15 16 17 22 N00'33'56"E i -9.57' -6" STAt'OARD CURB 18 ' \ •• CENTERLINE DA TA TABLI; PR/VA TE GENOA LAN '~ BEARING'/DEL TA I RADIUS LENGTH TANGENT S00'33'23"W I ---193.00' - ····-· ---·----- ,t<B DATA TAb'i...;_ PR/VA TE GENOA LANE - BEAR/AV::. ;_,tL TA RAD/US LENGTH TANGENT DES CR IP T/ON 8[, }5'04" 25.(_.10' 39,23' 24.98? 6" TYPE G CURB & GUTTER SC /33'23"W --19. 13' --" 6" TYPE G CURB & GUTTER 37·34'42" 30,00' 19.68' 1021· 6" TYPE ,G CURB & GUTTER 76'44'52" 28.00' 37.51' 22.17' 6" TYPE G CURBI & GUTTER 39·10'10" 30.00' 20.51' 10.67' 6" TYPE G CURB & GUTTER S00"33'23"W -23.79' -6" TYPE G (;URB & GUTTER 90'04'55" 20.00' 31.44' 20.03' 6" TYPE G (;URB & GUTTER 89'58'56" 20.00' 31.41' 19, 99' 6" TYPE G (;URB & QI) I [£:R S00"33'23"W -23,99' -6" TYPE' G c;URB & Gi/'(ff:R 39'03'50" 30.00' 20.45' 10.64' 6" TYPE G CURB & G_l/fTf:R 75·37 '57" 28.00' 37,40' 22.09' 6" TYPE C t:.f PB & Qi/TTER 37'28'07" 30.DO' 19,62' 10.17' 6" TYPE G CURB & Qi)TTER 500'33'23"W --19.10' 6 .. TYPE G CURB & (;i)TTER ' ~ - 90'04'56" 25,00' 39.31' 25.04' 6 .. TYPE G CURB & ¢,UTTER 130·/Jo'oo" 2.50' 7.85' ---6" STANDARD CURB ! .. D00'33'56"W 2.00' 6" STANDARD CURB ''I' ---I ' '"""" 130•00'00" 2.50' 7.85' 6" STANDARD CURB ::!: -;:I, S00'33'56"W 2.00' 6" STANDARD CURB "1, ---I I SEE ENCROACHMENT AGREEMENT FOR ENHANCED PAVEMENT SURFACE IN GENOA LANE -GENERAL UTIUTY ANO ACCESS EASEMENT PER DOC . .,:/01.;1. -c.;i. 0.,1. 55 C\ REC. A{/,f/, oi..~..i.o_,~..._~-~ PR 11-37 GRAPHIC SCALE 20 0 ~ 10 I r ( IN FEET ) 1 inch =-20 ft. "AS BUILT" o~-o,-2a71(, P. E. <8 . EXP. --"''-"'"'"'--'"'"' (7 IOA't"e (NSPECTOR 1-------1--+----------------t----J---t---t-----J w CITY OF CARLSBAD -ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: POINSETTIA. l-)LACE DRIVE ''B" STA: to+oo )O· 11+93 STA: ?1/_00 TO 23+36.76i APPROVE~ ;(-z_J,? N: GLEN K. V&,p;~SKI ENGINEERING. MANAGff<. PE 41204 EXPIRES vo 31 13 fDATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OATE INITIAL DATE INlllAL OTHER APPROVAL CITY APPROVAL DWN BY: --_J 0_:_:_ PROJECT NO. DRAWING _NO. 'cHKD BY'.i/&1 OM C. T. 04-10'( A) 469-5-RVWD BY: ~--RB 4(• l i \ ) C (0 :E 0 G') -t, .,::. (0 a, (0 I CJ1 I