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HomeMy WebLinkAboutDWG 442-4; CT 04-11; POINSETTIA COMMONS; 01-11' I GENERAL NOTES I. THIS PLAN SUPERSEDES All O"f/-/ER PLANS PREVIOUSLY APPROVED BY "fl-IE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL of "f/-/lS PLAN 00£5 NOT LESSEN OR WAIVE ANY PORTION OF "fl-IE CARLSBAD MUNICIPAL CODE, RESOLUUON OF CONO/UONAL APPROVAi.., CITY STANDARDS OR O"f/-/ER ADDITIONAL DOCUMENTS Ll57f:D HEREON AS "f/-/EY MAY PERTAIN TO "f/-115 PROJECT. "f/-/B; ENGINEER IN RESPONSIBLE CHARGE SI/ALL REVISE "fl-lESE PLANS 'MIEN NON-CONFORMANCE IS DISCOVERED. J, CITY APPROVAL OF PLANS DOES NOT Rll.lEVE "fl-IE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR "fl-IE CORRECUON OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCUON, ALL PLAN REVISJONS SHALL BE PROMP7L Y SUBMIT7f:D TO "fl-IE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM "fl-IE CITY ENGINITR WILL BE REQUIRED FOR ANY WORK IN "fl-IE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERUFICA TE OF INSURANCE MUST 8E FILED NAMING "fl-IE CITY OF CARLSBAD AS ,W ADDITIONAL INSURE() ON "fl-IE PERMIT7f:E'S POLICY IN "fl-IE MINIMUM AMOUNT OF fl,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. "fl-IE INSURANCE COMPANY WRITING "fl-IE POUCY MUST HA VE A RA TING OF •A• AND A SJZf CA 7f:GORY OF CLASS V AS ESTABLISHED BY "BESTS' KEY RA UNG GU/OE. 5, NO OORK SHALL BE COMMENCED UNUL ALL PERMITS HAVE BEEN OBTA/NfO FROM THf CITY ANO O"fl-lc:R APPROPRIATE' AGfNClfS. 6, REVIS/ON OF "f/-/ESE PLANS MAY BE REQUIRED If "fl-IE PROPOSED IMPROVEMENTS ARE NOT CONSTRUC7f:D PRIOR TO "fl-IE OEAOLINE DA 7[ OF "fl-IE IMPROVEMENT AGRITMENT. 7. NO REVISJONS f'l1LL BE MADE TO "f/-/ESE PLANS Wl"fl-lOUT "fl-IE WR/T7f:N APPROVAL OF "fl-IE CITY ENGINEER, NOTED Wl"f/-1/N THE REVIS/ON BLOCK, ON "fl-IE APPROPRIATE' SHEET OF "fl-IE PLANS AND U7Lli SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME "fl-IE PROPERTY OF "fl-IE CITY UPON BEING SJGNED BY "fl-IE Cl TY ENGINEER. 9. "fl-IE ORIGINAL ORA f'l1NG SHALL BE REVISED TO REFl.ECT AS-BUILT CONO/UONS BY "fl-IE ENGINEER-Of-WORK PRIOR TO FINAL ACCEPTANCE OF "fl-IE WORK BY "fl-IE CITY. 10. ACCESS FOR FIRE AND O"fl-lER EMERGENCY VEHICLES SHALL BE MAINTAINED TO "fl-IE PROJECT SITF: AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE Wl"f/-1/N CITY EASEMENTS, A SOILS REPORT . COMPRISED OF (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL Btr SUBMIT7f:D BY A PROFESSIONAL ENGINEER OF "fl-IE STATE Of CALIFORNIA, PRINCIPALLY DOING BUSINESS IN "fl-IE Flll.D Of APPLIED SOILS MECHANICS. "fl-IE SOILS REPORT WILL BE SUBMIT7f:D TO "fl-IE CITY ENGINEERING INSPECTOR Wl"f/-1/N TWO WORKING DA)S OF COMPLEUON OF FIELD TE'STS. "fl-IE WR/fl[N Flll.D COMPACUON REPORT($) SHALL BE IMMEDIA 7f:L Y SUBMITTED TO "fl-IE CITY ENGINEERING INSPECTOR UPON COMPLEUON Of "fl-IE Flll.D TESTS. 12. A PRECONSTRUCUON MEETING SHALL BE Hll.O AT "fl-IE SITE PRIOR TO "fl-IE BEGINNING OF WORK ANO SHALL 8£ A mNDED B'f ALL REPRESENTA UVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECUON, SUPERVISION, TESTING ANO ALL OTHER ASPECTS Of "fl-IE WORK. "fl-IE CONTRACTOR SHALL SCHEDULE "fl-IE MEEUNG BY CALLING "fl-IE /NSPECUON LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DA )S PRIOR TO STAR UNG CONSTRUCUON. APPROVED ORA WINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS O"f/-/ER "f/-/AN FOR "fl-IE PRECONSTRUCTION MEEUNG l',1LL 8,E MADE BY CALLING "fl-IE ENGINITRING 24-HOUR /NSPECUON REQUEST UNE AT (760) 438-3891, INSPECUON REQUESTS MUST Bl! RECEIVED PRIOR TO 2: 00 P.M. ON "fl-IE DAY /3EFORE "fl-IE INSPECUON IS NEEDED. /NSPECUONS WILL BE MADE "fl-IE NEXT WORK DAY UNLESS YOU REQUEST O"f/-/ERll'ISE, REQUESTS MADE AFTER 2: 00 P.M, l'r1LL Bf SCHfOULED FOR TWO FVLL WORK DA )S LATER. 14. "fl-IE 01',1>/ER AND/OR APPLICANT "f/-/ROIJGH "fl-If DEVEI..OPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL 8E saa y RfSPONSl/31.E FOR CONFORMING TO ALL LOCAi.., STA TE AND FfOERAL SAFfTY AND HEAL TH STANDARDS. LAltS AND REGULATIONS. 15. "fl-IE CONTRACTOR SHALL CONFORM TO LABOR CODE SECUON 6705 BY SUBMlmNG A DETAIL PLAN TO "fl-IE CITY ENGINEER AND/OR CONCERN[() AGENCY SHOWING "fl-IE DESIGN Of SHORING, BRACING SLOPE OR O "f/-/ER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM "fl-IE HAZARD OF CAVING GROUND OUR/NG "fl-IE EXCAVATION Of SUCH TRENCH OR TRENCHES OR DURING "fl-IE PIPE INSTALLA UON "f/-/EREIN. mis PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FfET (5? OR MORE IN OEP11i ANO APPROVED BY "fl-IE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVA UON. If "fl-IE PLAN VARIES FROM "fl-IE SHORING SYS7f:M STANDARDS ESTABLISHED BY "fl-IE CONSTRUCUON SAFfTY ORDERS. Ull.E 8 CALIFORNIA AOMINISTRA UV/i CODE, ll-lE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE. A COPY OF "fl-IE OSHA EXCAVA UON PERMIT MUST BE SUBMIT7f:O TO "fl-IE INSPECTOR PRIOR TO EXCAVA UON. 16. If ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVER[() Wl"f/-1/N ANY WORK ZONE OUR/NG CONSTRUC UON, OPERA UONS ll'ILL CEASE IMMEDIATELY, ANO "fl-IE PERMIT7f:li l'r1LL NOUFY "fl-IE CITY ENGINEER, OPERA UONS l'r1LL NOT RESTART UNUL "fl-IE PERMITTEE HAS RECEIVED WRITTEN AU"fl-lOR/TY FROM "fl-IE CITY ENGINEER TO 00 SO. 17. ALL OPERATIONS CONOUC7f:O ON "fl-IE SITE OR ADJACENT "fl-lERETO, INCLUDING WARMING UP, REPAIR, ARR/VA-I.., DEPARIVRE OR OPERA UON OF TRUCKS, EAR"f/-/MOVING EQUIPMENT, CONSTRUCUON EQUIPMENT ANO ANY . O"f/-/ER ASSOC/A TEO GRADING EQUIPMENT SHALL BF: LIM/TEO TO "fl-If PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH OA Y, MONDAY "fl-lROUGH FRIDAY AND NO EAR"fl-lMOVING OR GRADING OPERA UONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDA )S (A LIST Of CITY HOLIDA )S IS AVAILABLE AT "fl-IE ENGINEER/NG DEPARTMENT COUN7f:R). 18, ALL OFF-SITE HAUL ROUTES SHALL BE SUBMIT7f:D BY "fl-IE CONTRACTOR TO "fl-IE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA )S PRIOR TO BEGINNING Of WORK. "fl-IE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRIN(J ALONG "fl-IF: HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF "fl-IE GRADING OPERATION, 19. NO BLASTING SHALL BE COMMENCED Wl"f/-/OUT A CITY ENGINEF:R APPROVED BLASUNG PROGRAM. 20. "fl-Iii EXISTENCE AND LOCA UON OF UUUTY STRUCIVRES AND FAG/UT/ES SHOWN ON "fl-IE CONSTRUCUON PLANS WERE OBTAINED BY A SEARCH OF "fl-II! AVAILABLE RECORDS. A mNUON IS CALLED TO "fl-IE POSSIBLE EXISTENCE Of O"fl-lER UTILITY FACIUUES OR STRUCIVRES NOT SHOWN OR IN A LOCATION DIITTRENT FROM THAT SHOWN ON "fl-IE PLANS. "fl-IE CONTRACTOR IS REQUIRED TO TAKI! DUE PRECAUTIONARY MfASURES TO PROTECT "fl-IE UT/UUES SHOl',1>/ ON "fl-IE PLANS ANO ANY O"fl-lER . EX/SUNG FACILITIES OR STRUCIVRES NOT SHOl',1>/. / WORK TO BE DONE: STREET IMPROVEMENT PLANS FOR POINSETTIA COMMONS "fl-IE IMPROVEMENT I\IJRK SHALL BE P£RFORMEO IN ACCORDANCE mTH "fl-IE FOLLOl'r1NG DOCUMENTS, CURRENT AT "fl-IE UME Of CONSTRUCUON, AS OIREC7f:D BY "fl-IE CITY ENGINEER. GENERAL NOTES CONT'D. 21. "fl-IE CONTRACTOR SHALL VERIFY "fl-IE LOCA UON OF ALL EX/SUNG FACIUUES (ABOVEGROUNQ ANO UNDERGROUND) mm/N "fl-IE PROJECT SITE SUFFICIENll Y AHEAD OF "fl-//; CONSTRUCUON TO PERMIT "fl-II! REVISIONS OF "fl-IE CONSTRUCTION PLANS If IT IS FOUND "fl-IA T "fl-IE ACIVAL LOCAUONS A.RE IN CONFUCT Wl"f/-1 "fl-IE PROPOSED WORK. . 22. "fl-IE CONTRACTOR SHALL NOUFY N'FECTEO UnLITY COMPANIES (SEE Bll.OW} AT LEAST TWO FULL WORKING DA )S PRIOR TO STAR UNG . CONSTRUCUON NEAR "f/-/EIR FACIL/llES AND SHALL COOROINA TE WORK Wl"f/-1 A COMfANY REPRESENTAUVE. UNDERGROUND SERVICE ALERT (800} 422-41JJ SOG&E (800) 660-7J4J · PACIFIC Bll.L (800) 892-0123 ADll.PHIA CABLE COMMUN/CA UONS (760) 438-7741 COX COMMUN/CA UONS (760) 806-9809 CITY Of CA/?I.SBAO (STREETS ,!t STORM DRAIN) (760) 434-2980 'CITY OF CA,RLSBAD (SEWER, WATER ,!t RECLA/MEO WATER) (760) 438-2722 . . 'SAN QIEGUITO WATER DISTRICT (760) 6JJ-2650 "l.EUCAOIA WAS7f:WA 7f:R DISTRICT (760) 753-0155 •VALLECITOS, WATER DISTRICT (760) 744-0460 '0/../VENHAIM WATER DISTRICT (760) 753-6466 'BUENA SAN/TA TION DISTRICT (760) 726-1340 'AS APPRQPRIATE' CARLSBAD MUNICIPAL WATER DIBIB/CT 1, WATER ANO RECYCLEO WATER MAIN ANO APPURTENANCES SHALL BE I ' , _, CONSTRUCTED IN ACCORDANCE mm "fl-IE CITY OF CARLSBAD ENGINEERING, STANDA,ROS VOLUMES 2 ,!t J FOR POTABLE AND RECYCLED WATER STAl'{OAROS DA TEO ,JJNE JO, 2004, OR AS AMENDED. 2. "fl-IE CONTRACTOR SHALL OBTAIN AN EXCAVAUON PERMIT FROM "fl-IE: DIVISION OF INDUSTRIAL SAFfTY ANO PROV/OE PROOF Of OSHA . NOUFICAUON BEFORE ANY EXCAVATION ANO SHALL ADHERE: TO ALL PROVISJONS OF "fl-IE STA TE' CONSTRUCUON SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISJUNG C.M. W.D. LIN¢S. A PERMIT SHALL BE OBTAINED FROM "fl-IE C.M. W.O. OFFI~ AND MUST ~E: SIGNE/) ANO APPROVED BY "fl-IE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER ANO "fl-IE UUUTY OPERA T/ONS' PUBLIC OORKS MANAGER •. 4. A PRECO~STRUCUON CONFERENCE MITUNG SHALL BE HELO A MINIMUM OF SEVEN (7) DA )S BEFORE CONSIVCUON BEGINS. CONTACT "fl-IE CITY Of CARLSBAD ENGINEERING INSPECTION DEPARTME;NT - TELEPHONE ~O. (760) 4J8-J891. FOR SCHEDULING. · 5. "fl-IE CONTRACTOR SI/ALL NOnFY "fl-IE CITY OF CARLSBAD ENGINEERING INSPECUON DEPARTMENT 48 HOURS PRIOR TO STARUNG WORK SO "f/-/AT INSPECUON MAY BE PROVIDED -TELEPHONE NO, (760) 438 -3891, i' ' STREET NOTES cont'd: 5. i WHERE AN EXISTING PIPE LINE IS TO BE ABAf,/OONEO IT SHALL BE REMOVED Wl"f/-1/N TWENTY FfET Of BUILDING OR $TRITT AREAS ANO REPLACED Wl"f/-1 PROPERLY COMPACTED SOILS. IN O"fl-lER AREAS "fl-IE PIPE ll'ILL Bir PLUGGED ll'ITH CONCRETE OR REMOVED AS APPROVED BY "fl-IE CJI'( ENGINEER, . ' . 6, WHITLCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS Of Ull.E . 24' CAµFORNIA ADMINISTRA UVE CODE. 7. STRITT TRITS SHALL BE INSTALLED PER SECTION IV O.J OF "fl-IE CITY OF CARLSBAD LANDSCAPE MANUAL. 8, 1FIRS H'tVRANT MARKERS SHALL BE PLACED IN "fl-IE STREET ll'l"f/-1/N "fl-IE l/1~/TS OF WORK OF THIS PLAN PER SORS DWG M19. 9, ALL SURVEY MONUMENTS ANO POINTS "f/-/AT ARf OISIVRBEO BY "f/-1/S WORK SHALL BE RITSTABLISHED, PERPEIVA 7f:O, AND OOCUMEN7f:O PER "fl-IE PROFESSIONAL LANO SURVEYORS ACT. 10. ™) (2) SETS Of SURVEY (CUT) SHEETS SHALL BE PROV/OED TO "fl-IE CITY ENGINEERING INSPECTOR. SEWER NOTES 1, . ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TtSTED IN ACCORDANCE mm "fl-IE CITY Of CARLSBAD ENGINEER/NG STANDARDS VOLUME 1, GENERAL ENGINEER/NG STANDARDS, CHAPTER 6, DESJGN CRITERIA FOR GRAVITY SEWER LINES ANO APPUR7f:NANCES AND VOLUMf J, srANDARO ORAWINGS ANO NOTES DATED JUNE JO, 2004 OR AS AMENDED. i 2, 'mE CONTRACTOR SHALL OBTAIN AN EXCAVAUON PERMIT FROM "fl-IE DIVISION OF INDUSTRIAL SAFfTY BEFORE ANY EXCA VA UON ANO SHALL ADHERE TO ALL PROVISIONS OF "fl-IE STA TE CONSTRUCUON SAFfTY ORpERS. J. BEFORo ANY CONNECTION TO "fl-IE OISTRIC7'S EX/SUNG $)STEM, A PERMIT SHALL BE OBTAINED FROM "fl-IE DISTRICT. IT MUST BE SIGNED ANO APfROVEO BY "fl-IE DISTRIC7'S ENGINEER AND SUPERINTENDENT. 4, BEFOR/£ CONSTRUCUON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT Of WAY PERMIT SHALL BE: REQUIRED. 5, . "fl-IE CONTRACTOR SHALL NOUFY "fl-IE CITY OF CARLSBAD ENGINEERING IN~ECUON 48 HOURS PRIOR TO "fl-IE BEGINNING OF CONSTRUCUON (TELEPHONE NO. (760) 438-3891), LEGAL DESCRIPTION LOT 5 Of CARLSBAD TRACT NO. 97-10 IN "fl-IE CITY OF CARLSBAD, COUNTY Of SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP "f/-/EREOF NO. IJ785, FILED IN "fl-IE OFFICE Of THE COUNTY RECORDER Of SAl'f DIEGO COUNTY ON MAY 21, 1999 OF OFFICIAL RECORDS. BENCHMARK. ,-.. I I I I I I I ABBREV/A T10NS AB AGGREGATE BASE AC ASPHALT CONCRETE AO AREA DRAIN APPROX APPROX/MA Tc BCR BEGIN CURB REIVRN BLOG BUILDING BNOY BOUNDARY 8/P BOTTOM OF PIPE C&G CURB ANO GUTTER C;l. CENTER LINE CB CA TCH BASIN CL CLASS CO CLEAN OUT CONC CONCR/iTE CTS CAL TRANS OBH OIAME7f:R BREAST HEIGHT ·-1::;'l '-'• . . . .. I -, __, ~ 1--. 1. •• r . · I /1----1 ill~IT~~~5 t--{~! I 11 ~T~l~f_ .. ~J~'.:J· fJ IBifillIJ~ ·: 'UIUIUOIJJII!:filflllJJl, i · l -9F-~'~' /"''"1F--9J='--11 'rr=r. . · , L------.,_ .... .,........_.f..l;if+Lp-f,f.., g -- --~ - ----1~·· .. ~·-·~ ,-QIIIIIIIIIIIQlllllllllllf), i SCALE: 1"=120' NO N. T.S. OH PAO P;l. PAE P.O.C. PIV PR PSOE PUE PVC PVMT R NUMBER NOT TO SCALE OVERHEAD PAO ll.EVA TION PROPERTY LINE PUBLIC ACCESS EASEMENT POINT ON CURVE POST /NO/CA TOR VAL VE PROPOSED PR/VA TE DRAIN EASEMENT PUBLIC UUUTY EASEMENT POL YV/N)t CHLORIDE PAVEMENT RADIUS REINFORCED CONCRETE PIPE RIGHT OF WAY project slt!1 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. "f/-1/S SET OF PLANS 4. RESOLUUONS NO, 5806, 5807, 5808, AND 5809. 5. "fl-IE STANDARO SPEC/FICA UONS FOR PUBLIC WORk'S CONSTRUCTION (GREEN BOOK) 8. "fl-IE SOILS REPORT T/11.EO "PRELIMINARY GEOTECHNICAL INVEST/GA UON, PROPOSED CARLSBAD TRANSIT VILLA~ CITY OF CARLSBAD, CA' PR£PARE() BY ALBUS-KEEF/£ ,_ ASSOC/A TES, INC., DA TED JANUARY 9, 2004 ANO UPDATE LETTER DA TEO ,JJNE 9, 2008, 7. "fl-IE SAN DIEGO AREA REGIONAt STANO ARD ORA l'r1NGS ANO AS MAY BE MODIFIED BY "fl-IE CITY OF CARLSBAD STANDARDS, DOCUMENT NO. 769JJ2. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TEO 12/15/98. 9. "fl-II! SAN DIEGO AREA REGIONAL STANDARD DRMl1NG$ ANO AS MAY BE MOO/A[{) BY "fl-IE CITY OF CARLSBAD STANDARDS. 10. "fl-IE CALIFORNIA DEPARTMENT OF TRANSPORTA UON, "MANUAL OF TRAmc CONTROLS FOR CONSTRUCT/ON ANO MAINTENANCE WORK ZONES". 11: "fl-IE CALIFORNIA DEPARTMENT OF TRANSPORTAUON STANDARD SPEC/FICA UONS DOCUMENT NO. 769692, 12, "fl-IE CALIFORNIA DEPARTMENT Or TRANSPORTAllON1 STANDARD PLAN DOCUMENT NO. 769691, LEGEND IJ, Sr-PPP ANO SWP (SEC GRADING PLAN -=~~=. OWG 442-4A FOR SPECIFICS) DESCRIPTION STD. OWG SYMBOi, PROPERTY LINE .. · · ...... · .... · .... · · .... • · .. · ...... · ---- RIGHT-Of-WAY ........................................... . FINISHED GROUND CONTOUR. -................. -.... -.... · -52-- EXISTING GROUND CONTOUR .............................. . EXISTING SPOT ELEV.• · -. · · · · · -· · · · --. -. · -· -. · -.. -· -· · -· --· · ,,,, .. _ 47 •"·· .... , X 45.12 EXISTING WATERLINE ........................... -.. -· -· .... · -· -w-- EXISTING SEWER MAIN, ................................... · --$-- EXISTING GAS LINE......................................... -,,, __ .,.,,_ EXISTING FIRE HYDRANT ........... '. .............................. __ EXISTING OVERHEAO LIN/! . .. .. .. .. . .. .. . .. . .. . .. .. . .. .. .. . _,,, __ EXISTING STORM DRAIN, . . .. • .. .. .... .. .. . . .. . .. .. .. .. . .. . . .. .... :::,v;: ___ _ ~/1&tt&Jr~ ~itk1 · .. · · -.. -· -.... · .. · -· -· · -· -· -· -............ · · [Q] EXISTING POWER POLE -· -.. · -.. · .... -.. --.. · --.... · .. ·.... +- EXISTING EASEMENT ......................................... ----------· EXISTING 6' CURB &-GUmR .............................. , --------- FUTURE SPOT ELEVATIONS ......... ,. ..................... . TC 56.27 PROPOSED 6' CURB, SORSO G-I · .. · ...... · .............. · PROPOSED 6" CURB ,!t GUTTER, SORSO G-2 .............. . PROPOSED ROLLED CURB, SDRSO G-4 .... · .. · ............ . QTY. 11!8 l.F 597 l.F 222 IF 6. NO TREES OR STRUCIVRES SHALL BE ALLOWED IN "fl-IE WATER LINE EASEMENT. ALL EXISTING TREES ANO STRUCIVRES SHALL BE REMOVED .. PRIOR TO COMMENCEMENT Of WORK -ANY EXCEPUONS SI/AL REQUIRE WRlmN PERMISSION FROM "fl-IE CITY Of CARLSBAD DEPUTY ENGINEER, OESCR(PTION: 2-1/2" BRASS DISC ON CURB, CITY OF CARLSBAD j1J6 PER R.O.S. NO. 17271 DOC DOUBLE OE7f:CTOR CHECK _VAL VE RCP R/W RT RW RIGHT PAC/AC OCEAN PROPOSED MEDIAN CURB, SORSO G-6 T'rPI! 'B-1'· •• .... · PROPOSED 12' WATERLINI!· .. · ... ·· · ·· .. · ......... ·.. ... .. -w-2450 IF 55 l.F 7. "fl-IE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND T'rPE OF MATERIALS /;Jr "fl-IE FIRE LINE LOCA 7f:O BETWEEN "fl-IE DE7f:CTOR CHECK VAL VE, AND BUILDING SHA.LL BE DETERMINED BY "fl-IE: CITY OF CARLSBAD FIRE MARSHAL. 8. ALL BURIED COPPER PIPING ANO APPURTENANCES SHALL BE PR07f:CTED BY MEANS OF CA "f/-/ODIC PROTECUON. If OOOQPER/01',1>/ER CONDUCTS A SOILS 7f:ST REPORT ANO OEMONSTRA TES "fl-IA T PROTECUON CAN 8£ PERFORMED IN ANO"fl-lER MANNER, "fl-IE DEPUTY ENGINITR l'r1LL CONSIDER A~ ALTERNATE FORM OF PRD7f:CUON. LOCA UONi SOU"f/-/WESr CORNER OF A VEN/DA ENCINAS Ar CARLSBAD POINSEmA TRAIN STA UON ENTRANCE 0.6 Ml. NOR"f/-1 Of POINSEmA LANE ELEVAUON: 54.061 l.i.S.L OAIVM: N.G. V.O. 29 SOURCE OP TOPOGRAPHY TOPOGRAPHY SHOll'l'I ON "f/-/ESE PLANS WAS GENERA TEO BY: PROJECT DESIGN CONSIVLTANTS PHOTOGRAMMETRY OEPAR™ENT PROJECT NUMBER\ PHASf: 2541.00 DATE OF PHOTOGRAPHY: 9\17\0J TOPOGRAPHY SHOWN HEREON CONFORMS TO NA UONAL MAP ACCURACY STANDARDS ' BAS/8 OP BEAR/NO DI DRAINAGE INLET EC ENO CURVE ECR END CURB REIVRN EG EXISTING GRADE ll.EV ELEVA UON ESMT EASEMENT fX EXISTING roe FIRE DEPT. CONNECUON Ff FINISHED nooR FG FINISH GRADE FH FIRE HYDRANT n now LINE FS FIRE SERVICE G GAS GB GRADE BREAK GUE GENERAL UTILITY EASEMENT s SDGE so SOMH SORSO ss SSAH ssco sT SWR S/W TC TG TP RECLAIMED WATER SLOPE SAN DIEGO GAS .t ll.ECTR/C STORM DRAIN STORM DRAIN MANHOLE SAN DIEGO REGIONAL STD. OWt;S, SANITARY SEWER SANITARY SEWER ACCESS HOLE SANITARY SEWER CLEANOUT STREET SEWER SIDE WALK TOP OF CURB TOP OF GRATF: VICINITY MAP NOT TO SCALE PROJECT LOCA T10N "f/-/lS PROJECT IS LOCA 7f:D ll'l"f/-1/N ASSESSORS PARCll. NUMBER(S) '2. I q },f.f-450-30 "fl-IE CALIFORNIA COORO/NA TE INDEX Of "f/-1/S PROJECT IS: 62J4-1985 (LAMBERT COORDINATES J46-1696) PROPOSEO 8' SEWER MAIN . . . . . . . . .. . .. .. .. . . . . .. . .. .. . . . -J - PROPOSED SEWER CLEANOUT, COC S-6 · ........ · .. • · · · · · · .. • · O (SSCO) PROPOSED SEWER MANHOLE, COC S-IA · ..................... · 0 (SSMH) PROPOSED 8" DOUBLE OE7f:CTOR CHECK VAL~ CMHO W-22 · ~ PROPOSED FIRE HYDRANT, CMIII) W-12 ............ · · .... , ...... · -0 I PROPOSED WATER SERVICE, CMHQ W-4 (SEE SH7's ~/J FOR SIZES)· ...... · · [lill PROPOSED PRIVATE STREET UG-/T (PER SEPARAT/£ PLAN) .... · .. · .... · ...... 4t' CONC. CROSS GUTTER PER SORSO G-12 .. • ............ · .... • ~ fr CONC. RIBBON GUTTER ................................... , •. , .•. , -,•: .• 1 751 l.F 10 EA I EA J EA 4 EA 74 EA 1262 SF 3600 Sf 9. "fl-IE EXA!;T HORIZONTAL AND VERTICAL ALIGNMENT AND T'rPE Of MATERIALS OF THE FIRE LINE LOCA TEO BETWEEN "fl-IE OE7f:CTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD . FIRE MARSHAL. THE BASIS OF BfARING FOR "f/-1/S TENrA UVE MAP PORUON OF A VENIOA ENCINAS A$ SHQl',1>/ Ol'f MAP NO. 14407, I.E., N16'J2'JO'W HOPE HIGH DENSITY POL YE"f/-1)1-ENE T/P T'rP TOP OF PAVEMENT TOP OF PIPE 111'/CAL PEDESTRIAN RAMP, SORSO Q-27, .......... , ..................... -\J..V" 4 EA ' 10, ALL R[C/..AIM[D WATER MAINS AND APPURT£NANCES SHAL~ Bf CONSTRUCTED IN ACCORDANCE l'r1TH "fl-IE CITY OF CARLSBAD ENGINEERING STANOARDS,i VOL 2 ,t J (LA TEST EO/UON) "CARLSBAD RECLAMA UON . RULES ANO REGULA UON FOR "fl-IE CONSTRUCUON OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT.• OCTOBER 199J OR AS , AMENDED. . 11. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1• AND ALL M(7E:RS SHALL BE 5/8' (UNLESS O"f/-/ERll'ISE NOTED ON PLANS). 12. ALL WAim METER BOXES SHALL BE 17" X JO" X 12' POLYMER CONCRETE ;\S MANUFACTl!RERED BY ARMORCAST Off EQUAL. 1J, MINIMUM! SPACINQ BETWEEN POTABLE WA 7f:R LATERALS ANO SEWER . SERVICES Sl-fALL BE 10 FfET. 14. "fl-IE TOA OF WATER METER 80XES SHALL BE nuSH mm "fl-IE FINISHED SURFACE GRADE.( . ' 15. CONSTRl,/CUON OF WATER_ MAINS AND RECYCJ,.EO WATER ,MAINS SHALL ADHERE TO "fl-IE "CR/l[RIA FiJR "fl-IE SEPARA UON Of WATER MAINS ANO SANITARY stWERS' PUBLISHED BY "fl-IE STA 7[ Of CALIFORNIA ·s DEPARTMENT Of HEALTH SERVICES. STREET NOTES 1. ACIVAL $TRUC1VRAL. SECUON_ S 111LL BE DETERMINED A_ FTER_ "R" VALUE' 7f:STS HA wt BEEN CONDUCTED BY A PROFESSIONAL ENGINEER Of "fl-IE . STATE Of CALIFORNIA, PRINCIPALLY DOING BUSINESS IN "fl-I! FIELD Of APPLIED SOIL MECHANICS, ON "fl-IE PREPARED.BASEMENT S()IL. "fl-II! "R" VALUE TESTS ANO "fl-IE ENGINEERED STRUCIVRAL SECUON MUST BE SUBM/fl[O TO "fl-IE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM er TWO (2) CITY OORK/NG OA )S BEFOR/f "fl-//£ WORK BEGINS. 2. STREET UGI-ITS SHALL BE INSTALLED AS SHOWN ON "fl-lESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON "fl-IE "AS-BUil T" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA UONS mLL BE ALLOWED. ALL LUM/NA/RES SHALL Btr ·cur OFF' . T'rPE. J. ALL UNDERGROUND u uunES AND LA TERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION Of CURBS, CROSS GUT7f:R5 OR SURFACING Of STREETS. , 4. STORM D,RAIN PIPE SHALL BE REINFORCED CONCRETF: PIPE ll'l"f/-1 A MINIMUM 0-LOAD OF 1,350, FOR PR/VA TF: STORM DRAIN PIPES, UP· TO 15" PVC MAY BE UnLIZE/) PROVIDED OEP11i IS L_ESS "f/-/AN 15 FITT ANO BACKFILLED' l'r1TH J/4" ROCK PER SORSO S-4 T'rPE •c• ANO PIPE MEETS ASTII STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE. 'DECLARAOON OF RESPONSIBLE CHARGE' I HEREBY DECLARE "f/-/AT I AM "fl-IE ENGINEER OF WORK FOR "f/-1/S PROJECT, "fl-IA T I HA VE EXERCISED RESPONSIBLE CHA/?GE OVER "fl-ltr DESIGN Of "fl-IE PROJECT AS DEFINED IN SECUON 6703 OF "fl-IE BUSINESS ANO PROFfSSJONS CODE; ANO "fl-IA r "fl-IE DESIGN IS CONS1S7f:NT Wl"f/-1 CURRENT STANDARDS. ' I UNDERSTANQ THAT "fl-IE CHECK Of PROJECT ORA ll'INGS AND SPEC/FICA UONS BY "fl-IE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER Of OORK. Of MY RESPONS/8/UUES FOR PROJECT OESJGN, ' F/1;/M: PROJECT DESIGN CONSUL TAN TS ----------------- AQDRES$: 701 B STREET, SUITE: 800 ~-~------------ C / TY, STA ft: SAN DIEGO, CALIFORNIA TE:LEPHONE: (6111) 235-6471 BY: {L-;t;-, ~ -_c: CURTIS J. TURNER R.C.E. NO. 59285 -----,---~---------- DA TE:; 06/30/07 EXP. --~~----DATE:: (a •7,0-0] SHEET INDEX SHEET I SHEETS 2 SHEETS J Ull,.E SHEET; KEY MAP ANO NOTES T'rPICAL SECTIONS PLAN ANO PROFILE -A VEN/DA ENCINAS (PUBLIC) SHEETS 4-5 PLAN AND PROFILE -EMBARCADERO LANE (PR/VA TE) SHEETS 6-8 HORIZONTAL CONTROL PLAN SHEETS 9 SHEETS 10 SHEETi 11 DETAILS TRAmC CONTROL PLAN SIGNING AND STRIPING PLAN REFE.RENCE DRAWINGS: POINSETTA PROPERTIES CMIIQ 98-518---378-9, SH7'S 5 ,!t 6 .... PROJECT DEflGN CONSULTANTS ~ ~ Planelng I Landscapehchltrctuce I Envlconmental I Englneeclng I Survey CUR]S ~ TURNER. R.C.I!. 59285 r 701 B Street, Suita 800 . San Diego, CA 92101 619.Z35.6471 Tel I . • 619.234.0349 Fax HP HIGH POINT 1,1; IE INVERT ELEVA UON VERTICAL CURVE VERTICAL PEOCSTRINI RAMP, CA,TR.WS MOO, A-.58A CASI,........... □ J EA 100 /RREVOI..A/3LE OFFER OF OED/CAT/ON VERT w, 00 WAS WE m.. WATER (:,i:~;E~C Ag:: vi:.GAB) '.'.' .•....•..•....... ' ...... ' ....... , .. [l:i'd:iii';)@fo{j 48,400 Sf /RR /RR/GA UON JP JOINT POLE . JT JOIN r TRENCH LE LANO SCAPE EA SEMEN r Lf LINEAR FfET LP LOW POINT LT LEFT MH MANHOLE MON MONUMENT M'OATANT N011CB Section 4218/4217 of 1111 Government Code requires that a Dig Alert Identification Number be iaouod before a "Permit lo Ei«xriat,• wTII be vartd. For your Dig Alert 1.0, Number ean Underground Service Ale<t T0lL ffiEI! HOO-ti-4133 Two working dayo before you dig DA TE REGISTRATION EXPIRES 8-30--07 OESJ(;NED B~ PM RE,1EW, SUR,{'( RE,iE:'M '™ WV WATER AGENCY STANDARDS WATER CASEMENT WATER UNE WATER METER WATER VALVE CARLSBAD MUNICIPAL WA TE:R DISTRICT DAVID~~ JJ081 DEPUTY CITY ENGINEER EXP/RATION: 06-J0-2008 DATE ~::~~N;;A~~;~~--~~;~~~-~-~~-~~~::::::::::·.····®--~----~l SAN DIEGO REGIONAL STANDARD ORAl'r1NGS CALLOUT , .... , ..... · e CARLSBAD MUNICIPAL WA7f:R DISTRICT· .............. · ~ . DETAIL NO. 1 ON SHEET 6 -.... --. -.. -. --.................. ~ EB CITY OF CARLSBAD STANDARD DRAll'INGS· , .......... · ~ "K" RAIL BARRICADE ...... · · · · · · .. · · · .. · .. · .. · .... · .. · · · · TYPI! J BARRICADE .. .. .. .. .. .. . .. . .. .. .. .. .. .. .. .. .. . .. .. ............. REQUIRED SJGNAGE · ........................ · .... ·." • · .. · · .;;r OD!J . . TR/Pt .. • .. · · ;:-.;,:-~;,.;.:.;,:.:r.: ;;...,....._- ,~~Sf)l' i\C~ Jt(lll,J M :,'1 A Mw 'tl-ZO .. , "AS 8UIL T" 620 l.F 15 EA It EA JO EA 1400 IF ' ~l!A ;r:,;:::TSCARLSBAD FIR/! D£PARTME:NT C!. ?t. ,-.;t.: 0 \\-\t2 •C)q NO. Of f.H.(S)-1QJ.now. 1500 G.P.M. OUT OF-1J.H.(S RCF 5'228S: EXP. Ii. 'JO•,, DAT! BLOG SPRINKLEO~O ... f.n(lw2Z,$CG.P.M. ~:::....::=:=~~---=~~===----l REVIEWED BY: 'l.. . TOR DATE l-----+--+------------1---+----+--+---I I SHE1ET I CITY OF CARLSBAD fsHErn11 ENGINEERING DEPAR™ENT L...!1J ;:::=:::::::'....'.::::==============~~ IMPROVEMENT PLANS FOR: FESS/o S J · lU,e ~ "' "' --:z; c, No. 59285 C"1 'ti Exp. 06-30-07 Srl C/V\\. OF CA\. I~ DA TE INITIAL NGINEER OF WORK . . d:, REPLACED S/-/E"ETS 4 ANO$ TO AOfJ SWR CO AND fitV!Sf.p LlG[NO. REVISION DESCRIPTION . II Cf/07 DEF\ DATE INITIAL DA TE INITIAL OlHER APPROVAL CITY APPROVAL POINSETT/A COMMONS TITLE PAGE APPROVED: DAVIDJ2~PSE~ , •• DEPUTY CITY ENGIN IRE O 30 08 OWN-BY: JJP CHKO BY: 2t(_ RVWO BY: 11 PROJECT NO. CT-04-11 DRAWING NO. 442-4 P•\3153\ENGR\_PLANS\IMP _S T\3l53JMP01ciwg 4/24/2007 7•01•14 AM UMST · J.N. 3153.00 - -. --. ', __ -" -·,. ·! ' ' ' "f f i I ij l i l ' !, I f I i I ·1 '.\I " •l . l J c~ 08 107 ( ' ' i'c 1219(11 ' I ' I ! l • i 0 I-lo ~ ' a ' ti .I t I t I:! >; ' i i,i" l j_i , T ,1 .!'] ! ·j! . ; 'l A VEN/DA ENCINAS J2' 1 EXIST. A7_ PAVING -------------- STRUCIVRAL SECnQN PER STR[[T NOTE: No. 1., SHT. 1 (MIN 4 • AC / 6" AGGR£GA TE: BAS£) 84' 42' J2' ~ A VEN/DA ENCINAS 10' R/W 10' JO' MIN. , 20' /OD FOR PUBUC TRAIL 6' SECT/ONA-A NO SCALE R/W 20' /OD I PROPOSED BLl)G. /2 ½ 1r, TRANSIT STAllON l ~J· --------7:.JT~% 1.....-+----54.2 rs CONFORM TO E:XISllNG GRAD[ -\_6. TYPE: 'G' CURB AND GUTTER SECTIONB-8 NO $CAL[ P;I. 40.50' 14.00' S/W PARKING TRAlfl. WAY • CURB 2X_, VARIES JX -5X ' / /, /,1//,, ~ ;:,-... STRUCIVRAL SECnON PER STREET NOTE: No. 1., SHT. 1 (MIN 4• AC/ 6" AGGRfGA TE: BASE} SWALE: FLO'M..INE: 87.20' 14.00' TRAlfl. WAY VARIES J,67'-6.J6' ~ECTION c~c NO SCALE: 46.170' I 19.84' 'AR/£ . 12.JJ' PARKING 2.86' S/W FLUSH VERnCAL MIN, CURB A RIBBON GUTTER, SLOPE VARIES TYP. MIN. 1.5X MAX. 5.0X SECTIOND-D EMBARCADERO LANE (PR/VA TE STREET) PROPOSED BLDG. /1J / UNDERGROUND PARKING STRUCIVR[ VARl[S REPLACE: DG PA n-1 'Mn-I SIDEWALK p TYPICAL SEC770N NO SCALE: ROLLED CURB TYP) I 19.:j' 6" CURB (TYP) ,, 1/, 56,8 TW PROPOSED BLOG. j8 / UNDERGROUND PARKING STRUCIVR[ 20' 10' 10' SECTIONE-E SECTIONF-F R'/W FOR DEDICATION OF PEDESTRIAN EASEMENT MEANDERING 4" P. C. C. <'· SIDEWALK (TYP.) .,, ~ ~-i' . 2% 10' 6" TYPE •a• CURB & GUTTER (TYP.) NO SCALE R/W 42' VARIES 84' 42' 32' 32' 10' STRUCTURAL SECnON PER STREET NOT[ No, , .• SHT. 1 (MIN 4• AC / 6" AGGREGATE: BASE) EXISTING AVENIDA ENCINAS TYPICAL SEC770N PER CITY STD. owe GS-1 NO SCALE I I PROJECT DfSIGN CONSULTANTS ~ Plonning I Landscape Acc\itectuce I Envi,onmoatal I Engioee,ing I Sucvey r 701 B Slreet, Suita 800 San Diego, CA 92101 619.235.6471 Tel I , 619.234.0349 Fax Pi\3153\ENGR\_PLANS\IMP _ST\31531MP02.ciwg 4/24/2007 7110106 AM l.JMST NO SCALE CURTIS J. TURNER. R.C.E. 59285 19.5' BOLLARD SEE LANDSCAPE PLANS INTERLOCKING PA'vt:RS, SEE PAVING LEGEND SAND LEI/EUNG COARSE INSTALL PAYERS FLUSH W/ TOP Of CONCRETE BAND (D CONCRETE BAND, SEE PAVING SCHEDULE FOR COLOR ANO FINISH (D #4 REBAR CONTINUOUS, CENTER IN BAND @ 1/4" TOOLED RAD. (TYP.) ADJACENT CONCRETE PAVING TO BE FLUSH \IHH TOP OF BAND. ADJACENT PLANTER AREA TO BE 1-1/2" BELOW BAND @ _AGGREGATE BASE, IF REQUIRED PER SOILS REPORT -TYPE, DEPlH, AND COMPACTION PER SOILS REPORT RECOMMENDATIONS @ COMPACT SUBGRADE PER SOILS REPORT RECOMMENDATIONS SECTIONG-G FOR REFERENCE ONLY SE£ LANDSCAPE PLANS NO SCALE LANDSCAPE PAVERS SE[ LANDSCAPE PLANS FOR DETAILS. SECllON G-G FOR REFERENCE: ONLY. (TYPICAL) -a• &#Al $T,, ♦• JI ;a• CDMIAlfttf RAAlfC ~=i:::.--t· R.AJl(,l I( JfJ A»,,1,,. 1• lliCA ~CUC NJ 10t RECLAIM WATER SERV1CE IIO &tAlf "AS !3UILT" C,~p::: l\•\()•o, · DATE RCE .s-,z. 8.$' EXP.(•~ Jc:)•\\ /Z• zt•o1 DATE 1-----+---+-------------+--+----+-----<f-----t I SH2EET I CITY OF CARLSBAD fsHmsl1 ::::::==-===E=N=G=IN=EE=R=IN=G=D=E=P=A=RTM=E=N=T ==..'.:LJlj==~ DA 11 REQSlRA 1JON EXPIRES S-30-D7 N ~ SURVEY RE',1[\t, z o No. 59285 ro \i Exp. 06-30-07 f;; C/V\\. OF Ci\\.. I~ DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVA CITY APPROVAL IMPROVEMENT PLANS FOR: POINSETTIA COMMONS DWN BY: JJP CH KO BY: i' )-1'" RVWD BY: 9th PROJECT NO. DRAWING NO. CT-04-11 442-4 J.N. 3153.00 ----------------, . I I Oil 107 1 l j -; ' % i ' ·11.,~1 ., •. ;-[ :i ) I -+-+-+-+-+-+-+--+---t---+--t--t--+--+--+--t--t--r-t----t-----t-----t-----t-----tl--1--J--··-· .... -+-+-+-+-+-+-+--+--·t--+--+--+··· ----·+--+-+-+-+-+-+-+·--+ ...... -" -fQ .. ••• ·•··· •·•• •-t--+-+-+-+ -t--·1--1--fc-S··· ·······i-,-..;r-1·!Q ··.•· ·-" •·-•""•"'•'"• 8 <> ..... $ "1. -,-. -t--+-t· a-+-+-+-+-+--+--·•1---t--t--+-+-+-+-+-+-+---+-+--+---+--l--+---1--+--+-+-+-I--+-+-· -.. ~ -~ ·-....... .. : : =: ·.:•: ····~· ::. =-....... +-.,.--+. --+ I -~ - ➔---+---+---+---+--+--+--+--t--t-~,,-,t=±----t-----t=· C N £ IN---------·-+-+-•t--t--1--1--t-::c' J:•~ -+-+-+-+-+-·+""" ..... "" 1--t--+-+-+-+-+-+-+-+----+---+--t--t--+->--+---+·""" ........ ' -1--r.-r-·J-- --··-· --+-+-+---+---+---t-·t-·t--t--1---+ ., -· ~-------· - N 0 10 40 GRAPHICAL SCALE: SCALE: 1 • ~ ;/0' R/W 20' /OD MEANDERING 4 • P. C. C. <·, SIDEWALK (TYP.) -'l,1,;; 6" TYPf •a• CURB & GUTTER (TYP.) 60 LIMIT Of ED(;£ Of EX PAVEMENT EX CURB &-GUTTER 46 NO I 2 3 4 s 6 7 8 EX EOP LENGTH 209.58' 65.77" 58.25' 72.69' 488.0B' 183.0t' 661.01' 41.15' 45 DATA TABL/£ RADIUS DUTA EARING DESCRIPllON 632.00' 19"()()'00" 6" TYPE: G CURB AND GUTTER N89"20'16'W 6" TYPE G CURB AND GUTTER 40.00' ; 83'26'14" 6" TYPE: G CURB AND GUTTER 40.00' 104"07'03" 6" TYPE G CURB AND GUTTER 600.00' 46'36'30" CENTER LIN£ DATA N89"20'16'W CENTER LIN£ DA TA 600.00' . 63"07'20" CENTER LIN£ DA TA N74"03'46'W 6" TYPE G CURIJ AND GUTTER ' 1 CONNECT TO ; FUTUR[ TRAIL CAFH.GBAD PO.!NG8r'r A TR/1Nslr CEJf(E!H N 42' P. 0 1·, r:A,'TJ' 1;-:1_ 'J r:: ··j/ ... 4 ..., \ n ., ....... ::.> •. ~-.J JS., ..... ,., C) SSCTJON zg···-·----........ ~ \ . I "'· CONSTRUCTION NOTES: R/W 84' ' ' (D REMOVE +/-5" EX. CURBt GUTTER, &-ASPHALT. \ .\ \ 42' Q) REMOVE 58 IF OF EXISllNG SEM:R MAIN. PLUG SEf\E'R MAIN AT RIGHT Of WAY (STA 42+96.94, 4ZOO' LT). 32' 32' 10' \ \ \ 5.5' VARIES 5.5' Q) UNUSED • ----.:-!I""-------:.J STRUCTURAL SECnON PER STREET NOTE: No. 1., SHT. 1 (MIN 4• AC/ 6" AGGREGATE: BASE) EXISTING AVENIDA ENCINAS TYPICAL S[CnON P[R CITY STD Dwg GS-1 NO SCALI: (t} TRENCH RESURFACING PER _RSO DW G-24, TYPE: A @ STREET LJGHT T(/ RE_MAIN_ PROTECT IN PLACE: @, SAf\CUT ANO REMOVE: EXISllNG AC PAVING AS NEEDED 1J) fROVID! A CLEAN JOINT (Z) INSTALL AC AND BASE ~ER STREET NOit No.1 ... PROJECT DESIGN CONSULTANTS ~ ~ Planning I Landscape A,chl!actu,a I Enwonmantal I Engineadng I Survey 701 B Street, Suite 800 San Di1a>go, CA 92101 619.235.6471 Tel ' ' · ,619.234.0349 Fax C\JRTIS P,\3153\ENGR\_PLANS\IMP _ST\3153JMP03.ciwg 4/24/2007 7•13•21 AM UMST -· ..... " ... +--11--t _E -~ _oy () f T _ QP.-i=-1-.~. _ ... • . _ I 44 EX R/W EX. STRIPING PROP[R TY UN[ PAVING LEGEND• ............................. NOTES: SAflCUT LINE SAflCUT AND REMOVE: EXISllNG PAVING. REPLACE: WITH NEW PAVING PER NDTE 1 SHEET 1, STREET NOTES, INSTALL NEW PAVING PER NOTE: 1 SHEE:T 1, STREET NOTES. 1. SE£ SHEET 10 Of THIS SET FOR TRAmc CONTROi. Pl.AN 2. SEE SHEET II Of THIS SET FOR SIGNING AND STRIPING Pl.AN lURNER. R.C. 592B5 DAlE REGISTRATION EXPIRES 8-30-D7 -DESIGNED B~ PM RE',1E\Y: SURVEY RE',1E\Y: "' --% 8 No, 59285 ~ ~ Exp. 06-30-07 ;i, CIV\\. oic c,._1.1~ . .. ... -+---+--+ r-+-+-+·· ... ·-... ·-+-+- £,lt<--1--t--~l--+--+-{."""+--f--l--+- +-+-+-+-+-+--""" -------·t--+--~t--t---"""' 43 42 41 N ~ ..., ~ ~!~~ -l -I:! ~ "''Y> i3 <t. b "< ~1a~ "I' i3 ~ ~ 0: ~ ~~ i ~ I,! a ... ! '"•¥ ·--- AVE !IOA ENCINAS -_-_·_-::::::::-::.:·:__~:::._-:::_:::· --------- Jt==-j_-=-_-o=-----_t-t-------1~v.+-~~~~t-+-~-=--=-~=-=---=-===s===-==-=~-4-:_"-= ~~-:0 No "•1· -··o l a ~ ':;I J !\1AP NO. ]3785 nos ies20 ___ ,,,_ --- .... 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Q) DOSnNG STORM OR,1/N SYSTEll TO RE:MAIN ANO BE: PRIVA 7El Y 1./AINT,I/NE:0, © PROTfCT SUR\.f:Y /IONUI.IE:NT IN PU,~ IF DISTURBED THE: CONTRACTOR, AT THE: CONTRACTORS EXPfJIS£ IIILL FlfSET 1./0NUI.IE:NT, ANO PROV/OE: A NE:W CORNE:R RE:CORO, OR RE:CORO OF SURITT AS DIRE:CT(() BY THE: arr INSPfCT(Jl, @ CONTRACTCil TO INSTALL A SCC!Jflf, WA rm TIGHT ACCE:SS Ha£ COl£R. AOJJST RIBBOO GIJTTER TO ALLOW FOR now. CONTRACTOR TO ADJJST E:XIST 1./ANHCU. 18800 G1J ANO PA .oJ T TO WI.IINA Tf TRl HAl Sl1l£R PIPE: TABI.£ NO WIGTH DELTJl§fXiiiNG OE:SCR/PTIOO I ~09 N20'27'26"W 8" PI-C (SDR-J5) PIPE: 0 I, ri 2 55.77 N20'27'26"W 6" PI-C 'SDR J5 PIPE: 0 1.1• J 59.07 N20'27'26"W s• PI-C SDR-J5 PIPE: 0 I,'.~ ••• SJ.SJ 7'?6-., 8" PI-C @.-'" PIPE: A ,. I 5 55.77 N20'27'26-W 8" PI-C SOR-J5 PIPE: 0 I.IX 6 59.07 N20'27'26-W 6" PI-C SDR-J5 PIPE: 0 I.IX A A . . . • A --' . . . - PVT. p R p p PVJ ~ & "AS BUil T" C.. ~ J Z: l\•\O•Oi_ RCE $"128$' EXP.(,~}O~\\ DATE REVIEWED BY: 12·?1-0'l DATE t----+--+------------+---+----+--t----t I SH5EET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTMENT LJ1_J ::=====--================:'..,.::::~ SLIMY REVIE\I\ FESSto. s J. ro-?-1, ~ " "' --,,. u No: 59285 "' w "' ~ Exp. 06-30-09 ::o C/V\\. ac Cl.\.,~ IMPROVEMENT PLANS FOR: POINSETnA COMMONS EMBARCADERO LANE (PR/VA TE) µ.'f"~Q;tjc.Ij_12~~&~~,d;;~,,.aisstllR~s,.itco"'ffLL~~"'/?E:\fia~~SE"'iliti~bi1::;.~i~,.~il .. BILf.£~7~CE.'2i2,o~7~=-1t,a, ~~i:lii~81J),il~~ 1:;0a~DJl0/ F;;; M/JO/OS RfJJOW OW W11f ME:rmS DA TE INITIAL GINEER rF \\IJRK REVISION DESCRIPTION DATE INITIAL DATE INITIAL Olt!ER >WROV CITY APPROVAL DI/IN BY: CHKD BY: ---1 RW.O BY: PROJECT NO. DRAWING NO. CT-04-11 442-4 J.N. J/53.00 1.) I l l! \j l 12\907 j / / / /1 ' / I I I • LINE ' LENGIH LI 6.73' PORllON OF 48.28' L2 689.42' LJ 52.40' L4 i 125.80' LS . 11.47' L6 4.44,' L7 65. 77' LB 14.10' L9 24.67' LIO 14.54' LIi 21.75' L12 1D.95' L13 12.75' Ll4 ' 3.39' Ll5 6.32' L16 25.06' L17 ' 14.54' L18 22.75' L19 21.75' L20 2.JI' L21 2.31' L22 25.06' L23 14.54' L24 ' 22.75' L25 21.75' CURVE LENGIH . RADIUS DUTA Cl 55.24' 150.00' 21'06'01• C2 71.23' i 49.00' 8317'07' CJ 72 69' 11 40. 00' 04'07'0J' C4 58.25' ! 40.00' 8J"26'14• C5 97.69' 632.00' 8"51 '22' C8 5.73' 164.00' 2'00'09' Cl 1.01' 136.00' 0"25'JJ' CB 9.63' 10.00' 55'09'oo· C9 9.6J' 10.00' 55'09'00' C10 61.60' 32.00' 1101a·o1· / / / 1/ & <$-/ ! l't I/ i~'t / / <!:,, LOT a i ' . PROPfR L 1 • 1·~~ ·~~~· ·~~-· k-~,,b\,;=!,=abda=da=aabb=6=, BEARING COMMENTS LINE NOO"JB'J5"E CENTERLINf L26 N20"27'26"W CENTERLINE L27 N69"J2'J4"E CENTERLINf L28 N69'32'34"E GARAGf CENTERI./Nf L29 N7615'27"E CENTERLINE LJO N89"20'16'W CURB LJ1 N89"20'1'6'W CURB LJ2 NJ9"J2'J4'E CURB LJJ NJ9'32'J4'E CURB L34 N39"J2'34'E CURB LJ5 N39"J2'34"f CURB LJ5 N20"27'26'W CURB LJ7 N20"27'26"W CURB L3B N20"27'26"W CURB L39 N20"27'26"W CURB L40 NJ9"J2'34"E CURB L41 N39'32'34'E CURB L42 N39"J2'34"E CURB L.f..J N39'32'J4'E CURB L44 N20"27'26"W CURB L45 N20"27'26"W CURB L46 N39'32'34"E CURB L47 N39'32'J4'E CURB L48 N39"J2'J4'E CURB L49 N39'32'34"E CURB L50 i . COMMENT CURVE LENGIH RADIUS. DarA CEN TERL!NI! Cit 61.60' 32.00' . 11018'01' CENTERLl/>!I! Cl2 9.63' TO.Oil 55'09'00' CURB C13 9.6J' 10.00' 55'09'00' CURB C14 16.94' 15.00' 64"42'00' CURB C15 30.58' 24.00' 73'00'11' CURB. C16 26.53' 24.00' 63"20'46' CURB C17 --NOT USED ROLL CURB G-4 C18 6.74' 63.00' 6'07'59' ROLL CURB G-4 C19 40.03' JS.00' 55•32•15• ROLL CURB G-4 C20 50 .... 81.00' 35"45'26' P•\3153\ENGR\_PLA.NS\IMP _ST\3153IMPOE,.ciwg 4/24/2007 7,32,26 AM UMST ·---- 6' HIGH WALL SEE LANDSCAPE PLANS FOR DETAILS BLOG. •1 ---PA\£RS, TYP SEE LANDSCAPE PLANS FOR DfTAILS LINE TABLf . LENGIH BEARING•:.· COMMENTS LINE 2.31' N20"27'26'W CURB L51 2.31' N20"27'26'W CURB. L52 25.06' NJ9"J2'J4"E CURB.· L5.J 14.54' NJ9"J2'J4"E CURB L54 22.75' NJ9'J2'J4"E CURB L55 21.75' NJ9'J2'J4"E CURB L56 2.J1' N20"27'26'W CURB L57 2.31' N20"27'26'W CURB L58 25.06' NJ9"J2'J4'1! CURB L59 14.54' N39"J2'J4'E CURB L60 13.10' N39'32'34"E CURB L61 . 20.64' N39'32'34"E CURB L62 14.40' N69'32'34"E . CURB L63 14.40' N69"J2'34"f CURB L64 22.00' N39'32'34"f . CURB L65 11.84' NJ9'32'34"E CURB L$6 22.75' N39'32'34"E CURB· L67 24.25' N39'J2'34"E CURB L68 2.J1' . N20"27'26"W ' CURB · L69 2.J1' N20"27'26"W CURB L70 25.06' N39"32'34'E CURB L71 14.54' N39"J2'34"E CURB L72 22.75' N39"32'34 "E CURB L73 21.75' N39"32'34"E CURB L74 2.31' N20"27'26'W CURB L75 CURVE TABLf COMMENT CURVE LENGIH RADIUS 'DUTA COMMENT ROLL CURB (G-4 C21 22.81' 25.00' 5216'38" CURB ROLL CURB (G 4 C22 123.66' 537.67' 1310'40' SCREEN WALL ROLL CURB (G-4 C23 2.10' 537.67' '013'26' SCREEN WALL '. CURB C24 --NOT USEO SIDEWALK CURB C25 --NOT USED SIOEWALK CURB C28 --NOT USED SIOEWALK CURB C27 --NOT USED SIDEWALK CURB C28 --NOT USED SIDEWALK CURB C29 --· NOT USEO SIDEWALK CURB CJO --NOT USED SIDEWALK - ----------------- CURVE CJI CJ2 C3J C34 2.~ ~ J LENGIH 2.31' 25.06' 14.54' 22.75' 21.75' 2.31' 2.J1' 25.06' 14.54' 22.75' 21.75' 2.31' 2.31' 25.06' 14.54' 2212' 19.94' 16.08' ll.2J' 16. TB' 6.73' NOT USED NOT USED NOT USED NOT USED LENGIH RADIUS -------- L . BEARING N20"27'26"W NJ9"J2'J4"E NJ9"J2'J4"E NJ9"J2'J4'f NJ9"J2'J4'E N20"27'26'W N20"27'26"W NJ9'32'J4"E N39"J2'34"E N39'32'34'E N39"J2'34'f N20"27'26"W N20"27'26"W N39'32'34"E NJ9'32'34"f N39'32'34'E NJ9"J2'34"E N68'00'1J"E N7615'27"E N24"54'57"E NIJ"44'34"W NOT USED NOT USED NOT USED NOT USED DaTA COMMENT NOT USED SIDEWALK NOT USED SIDEWALK NOT USED SIDEWALK NOT US[D SIDEWALK 10 20 40 GRAPHICAL SCALf · SCALc: 1• = 20' COMMENTS CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB CURB NOT USED NOT USED NOT USED NOT USED LINf L76 L77 L78 L79 LBO L81 L82 LBJ L84 L85 L86 L87 L8B L89 L90 L91 L92 UJ3 L94 L95 L96 L97 L98 L99 CURllS J. TURNER. R.C.F;. 59265 DA11£ REQSTRATION DESIGNED BY: PII RE\1EWI EXPIRES 8-30---07 o·O} SURVEY RE\'1€\\\ 60 LENGIH BEARING NOT USED NOT USED NOT USEO NOT USEO NOT USED NOT USED NOT USEO NOT USE()_ NOT USED NOT USEIT 4.29' N20"27'26"W 165.JO' N47"27'50'E 42.54' N20"27'26'W 13.48' N52"42'41"E 38.79' N69"J6'51 'f NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USEO NOT USEO NOT USED NOT USED NOT USED NOT USED NOT USED 27.44' N20"27'26"W NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED 13.29' N69'32'34"E COMMENTS NOT USED NOT USED NOT USED NOT USEO NOT USED SCREEN WALL SCREEN WALL SCREEN WALL SCREEN WALL SCREEN WAU NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USED NOT USEO DRl\£WAY NOT USED NOT USED NOT USEO CURB REVIEWED BY: CTOR L ''AS. BUILT" fl,zt,o't DATE -----------------J.--+---+--l---llsH6Enlc____c_1T~Y~o~F"---'--'c~A~R~Ls~s~A~o__,fsHmsl1 _ ENGINEERING DEPARTMENT LJ.!j fESS1 s Jc, r. "' --2' 3 No. 59285 :::J c,:. Exp. 06-30-07 ~ DA TE INlllAL GINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TI!: INlllAL 01HER APPROVA Cl TY APPROVAL ---------~ .. -------------- IMPROVEMENT PLANS FOR: POINSETTIA COMMONS HORIZONTAL CONTROL PLAN APPROVED: DAVID A. HAUS EP\J CITY ENGIN PE 33 PROJECT NO. DRAWING NO. CT-04-11 442-4 J.M. J15J.oo 08 107 ' I I ! ; ! f i I &: " 1 " .j l \.~t I .. ' ' 1 ! i I ' ~ ' I ~ l i 0 ' ~ ' 0) i ' ' a l ;_j t ! • i:: ' i ' i ' r • ' ' ! " i I i ! I t ; l I ., j ' ' fffir~· , . · i'Ji,, i;~:/ :1 0 10 20 GRAPH/CA~ SCALE SCALE:: I =-20' .... 60 /2 'i> EJ)fSTRIAN 'LOT I I ii ! i: ' LOT 1 . ., ... ' ·- LOT 4 MAP JB/135 SfE: N?CHITl::CTURAL A.P,N, 214-4-60-29 PLANS FOR OE:TAILS I 6"CURB~ TYP. G-1 llQ ffi ~~~~"'-'rr~~~ ~~~~~~!sl!, "'-~~-+-:-'~~:z:l ~ I ~+-~~~~~-,-.-Sri~ ~ i ·t=H=itt-t-nffi<v V'c:;-·~ . .._, .. ~ VVV'' PROP£RIY LINE: SIDEWALK~ T'rPICAL ~ ·= ···'···-· ····-···· .. ,, ... ! ' .. I 1, ! ~~~-,-,- ' BLOB.•, I 1: ········•··············•· ' '-... BOUNDARY LINE: T" - I 22.97' <]= i I W#'""' /0 ,.~ /l ~ I ll I I I I, I ' I PROJECTl,DESIGN CONSULTANTS Ptarining I Landscape Architecture I Environmental I Engineering I Survey 701 8 Slreet ~uit~ BOO San Diego, CA 92101 619,235.6471 Tai : 619.234.0349 Fax I ' ,, ' ' ' p,\3153\ENGR\_PLANS\IMP _ST\3153IMP07,ciwg 4/24/2007 7,33,14 AM UMST vx,v t~~-Xv I aoir'-+-t: CURTIS ~ nJRN -CONCR£T/: P \,£RS SE£ ARCHllf TURAL FOR DE.TAILS. (TYP) \ BLOB. •3 PODIUM GRADE: SPUT MAP NO, ·J3786 ROS 16829 LOT 2 • ---- ARCH/lfCTURAL PLANS FOR PAVING DETAILS EMBARCADERO LANE (PJWA TE) ,C.E. 5928 DA][ RE~STRATION DESIGNED EXPIRES 8-30-D7 6Y: SUR'IEY RE'll[W: UND£RGROUND PN?KING -,.__ STRUCTURE: BLOB. •6 -------N20'27'26'W 886.BJ' BLOG. •7 RE:TAIN/NG WALL --S£E: LANDSCAPE:-PLANS -- ~ DE:TAILS "AS BUILT" REVIEWED BY: ,_ 12 •Z.'i' •OC\ DATE 1----t--+-----------+--+---+--t---t I SH7EET I CITY OF CARLSBAD fSH'ms11 ENGINEERING DEPARTMENT L1lJ ~IM=P=R=O=VE:::M~E=N=T=P=LA=N=s=ro=R=: =======-===: "' --:z 0 No. 59285 "' \it Exp. 06-30-07 s:J C/y\\. Of' CA\.\\ DATE INITIAL GINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OlHER APPROVA CITY APPROVAL ------··--- POINSETTIA COMMONS HORIZONTAL CONTROL PLAN APPROVED: DAVID A. PROJECT NO. DRAWING NO, CT-04-11 442-4 J,N, 3153.00 -j 08 107 I ' '!,~t 0 10 20 40 GRAPH/CA~ SCAL{ SCALE: 1 -= 20 60 p,\3153\ENGR\_PLANS\IMP _ST\3153IMP08.clwg 4/24/2007 ~I - 7,34,5g AM UMST I'-' I I I I ~ I " " BLDG. •8 I ro·r ,,. ···" d r-71---e-~RLSBAD f'HAcr No. 87-Jr) PO.IN SETT A PROPERTIES . Lcrr 4 MAP 18786 Jll 2 -.J 0 ~ J 'I.: -.J ···s: "' ~ ~ <)\ ..., ~ .., 12' WIOE 80ARDWAU<, SEE ARCHITECTURAL PLANS Fi TYPICAL BLDG. •10 Ji M./\P NO. '13786 HOS i0820 UNDER<,ROUND PARKING STRUCTURE BLDG. •9 ···os.£ BLDG. •11 PA VcRS. TYP. SEE ARCHITECTURAL PLANS FOR DETAILS '(, >-+--+lt*++--+-f-t---1-i-• ••• ••• •• 1 .. -- ' <1==~: CARLSBAD ?OJNSETTA TRANsrr CENT~R ' ,.. PROJECT DESIGN CONSULTANTS ~ ~ Planning I Lan_dscapeA,chit0Ctuco I E°'imnmontal I Enginee,ing I Sucvey r . 701 B Slreet, S•Jite 80<) Sen Diego. CA 92101 619.235.6471 Tel , 619.234.0349 Fax CURTIS £ TURN~, ltC.E. 59285 -DATE REQSJAATION DESlGNED PM SUR'4Y EXPIRES 8-30-07 BY; REVIEW: REVll::W: I ofESs1 ,s J · Tu, -No. 59285 ti\ xp. 06-30-07 ~ CJV\\. OF CA\. I~ J I I d=8J17'07" R=20.00' L=29.07' BLDG. 12 BLDG. •13 I I I I L __ ' --:-, . I I ·~ I I I I I I I ir. -11........1--..__ I . ~ . /!',.., 3 ( u ~" '-::::--[J -----·--:--=:: :.."'.".-:::":::":.~.::::-·-:-·~~ 8AY1/•:-------~(f:!,!!J/JC,I ~ --~ r·· "'=,., -~---. ~~--·------ / 0 ----·------------ TRANSFORMER SEE ARCHITECT1.IRAL PLANS FOR DETAIL A.P.N. 214-613-22 ::::±:::= i----29,54•·---1~ "-5' DEWAU<' SDRSD ICAL--~-~------- V ETAINING WALL V . "AS BUil T" REVIEWED BY: /Z•tt-01 DATE l-----+--+-----------f---+----+---1----l I SH8EET I CITY OF CARLSBAD ~1 ENGINEERING DEPARTh1ENT L__11.J ;:::=:::::::::'....:::=:==============~===: DA TE INITIAL NGINEER OF WORK REVISION DESCRIPTION DATE: INITIAL DATE INITIAL OlHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: POINSETTIA COMMONS HORIZONTAL CONTROL PLAN APPROVED: DAVID A. DEPUTY CITY ENGi OWN BY:~JJP CHKD BY: RVWO BY: 3 PROJECT NO. CT-04-11 DRAWING NO, 442-4 J.fl_. 3153, 00 . I I 08 107 I I ! i __ ,_,, ______ * ._., iliilf:'11:llif'-: ,0\-.-i . ClRSLArour CD NT8. •. - 4 4 lRASH AR(A \ SPHAL nc CONCRETE: PER OTrCHNICAL REPORr. • l'.-.;:.-::,,.._ J:'.<(.:"'~ ~)-'.;r.:n~' ·"?"'Jl/.t·' . ,,,,~..., ,, ' Ji :: " i . 11 i 2. 6,i--29.44' , er.-· ~ -mi A STRUCTURAL SECnON PER STREfIT NOT£ No, , .• SHT. ' (MIN 4' AC/ 6' AGGREGA T£ BASE) .. . ' RIBBON GUTTER: CONCRETE: - SCARIFIED ANO COMPACTW SHALL 8£ C-560-J2W. NA nw, PER GEO TECHNICAL RECOMEl'/DA nONs ~ cmTFR CD • lfTS - 6 ,,~, ' I \ I \ I \ HEIGHT/ l VARIES I I l\ ,' ,.._, ..-~E DETAIL A 7 NOTfS; I 1. ALL COPPER X COPPER FIIBNGS SHALL B¢ SIL VER SOLDERED USING 15Jf S/IR.O OR APPROVED EQUAL 2. JO LB ZINC ANODES SHALL BE A ITACHED TO nf[ TI\O OUTER MOST SERVICES PER CMKQ STANDARD DRAWING WJ. J. MAXIMUM OF SIX -5/8' METER FROM 2' MANIFOLD. 4 ' 1• ANGLE METER STOP Wini METER BOX PER CMIIO STO DIIG WJ 2 I. COPPER TUB/Na 7<" SOF~ . J 2"XI -COPPER REDUCER SIL VER SOLDERED 4 2· COPPER 90' Ell SIL VER SOLDERED 5 2-COPPER TUBINr. IC SOFT 6 2·x2·x1. COPPER TEE. Sil VER SOLDERED 7 2·x2·x2· COPPER TEE. SIL VER SOLDERED 8 CONNECT TO WA TrR MAIN PER CMIIO STO DIIG 11B OR W9 . MULTIPLE WATER $ERV/CE CONNECTION NOTro8CAU! P•\3153\ENGR\_PLANS\IMP _ST\3153irip09.ciwg 4/24(2007 7:45•53 AM UMST _.,,. __ DETAIL A CD ! I CURB LArour CD lfTS -CURB lAYO(R ED NT8 - 12' rrPE G CURB P£R RSO G-1 TRANSJnON LEl'/Gnf =2' ROLLED CURB PER-----1 RSO G-4 CURB TRANSmON DETAIL CD NO SCALE CUR DA 1E REQSJRA 1lOII DESIGNED I'll EXPIRES G-,0-07 6ll R£,EW: A/,(. N'P '??,Of ESS / 01,! ~ '\\S J • l(j1l '1( ,:y "'~ ~ ~ "' c., 1> (;) "' --z S No. 59285 "' ~ Exp. 06-30-07 !{J CtV\\.. OF CAI.\~ ,---RIBBON 00~ PER . EB ............. , .. ,.,. .. , .......................... ,, ........................ ,. ......... . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . ' . . . . . . . . . . . . . . . . . . . . •· . ' • . . --:-:-: :-:-:-. t?ii ii= •·::.:.:,:-:-:• . :-: ...... ......... .. ..... ..... ......... .. ... ""' ...... ,, . -,:;,,<;'),l. , . , ,, '--~~""'!-~=----_ 21 VEIi/a[ OVERHANG Trf', • .. '• .. d . ,; ·'" . •· .. •,. . "4 •. w / 4 .·: ;, .. ,· ·~ _, 4: ,. .• .I·•.•··•··,. 4 ·.d· :,._ . .. Pl.ANTER AREA, 1YP. SEE I.ANOSCAPE ARCHITECTS PLAN FOR SPECIFIC DETAILS. DECOIMnvt PAI/IN~ nP, sa ARCHITECTURAL PAVING PLAN FOR SPEC/AC DETAILS. TYPICAL CURB LArour CD POT. BOLi.ARO OR UGHT STANOARO (nP.) sa ARCHITECTURAL PAVING Pl.AN • EXISnNG CONCRETE OR------. ASPHALT PAVEM£NT lfTS . - • • - • - FOR SPEC/AC DETAILS. ALL 'M 111 GROUT ANO CRO'MI ToP 11' REFI.ECnVE ENGINEER'S TAP! (JI,/ HIGH 0£NS/TY illi.OW PRESSUR£ SENS/nV[ TAPE OR APPR0'>£0 E(JJIVAL£N1) 4' OR 6" D/A.x 8'-0' STEEi. GAL VAN/ZED POST, SCHEDUl.t ~ EXISnN() GRAD£ 500-C-2500 CONCRET'! t •• _J MIN. I 4• '--MIN. i-o----4' OR 11' DIA. POST BOLLARD OR SAFETY POST CD NOT TO SCALF: - RE.,,,EWEO BY: "AS BUil T" i----t---t-------------+---+----t----11 SH9EET I CITY OF CARLSBAD fsHEETi11 ENGINEERINO DEPARTMENT L_Jlj ~==-====================='--'====! OA TE INITIAL GINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL Oll-!ER APPROVA CITY APPROVAL IMPROVEMENT PLANS FOR: POINSETTIA COMMONS DETAILS AND NOTES APPROVED: DA VIO A. OEPU ENGINE J OWN BY: JJP CHKO BY: g41'.'. RVWO BY: 1? f. IL- PROJECT NO. ct-04-11 DRAWING NO. 442-4 J.N. 3153.00 , ',' ' ' i ' i i i ' ' : I ' ' I ' SIGN LEGEND ROAD CLOSED -------R11-2 ENP ROAD JOR~ KEEP ➔ RIM --------G20-2 - - --- ---W20-1 ------ --R4-7A 1111 --------R9-JA ENO TREA 11,/0/T TYPE 11111 LANE CUSED AHEAD SIHIALI tUSE. CltSI H[ll P:\3153\ENGR\_PLANS\IMP _ST\3153ir,p10,dwg 4/24/2007 7:4 7:48 AM UMST ' •, . l \ ,: ., -- I I I l I -------CJO (CA) - - -'-- ---SCIO --------R9-11A \ \ \ \ ,::: \ : _,,,,, _,,,,, •. ,.. ·. _,,,,, ' ,./". ,' i : -;, \, '\ ,,,,,- ;,? \ .\ ' - \ \ \ 0 I • PM REw:W: !f'f> \ \ I ' j I ' SUR\£f ~E\11 fESS ,s J. ,.. ;a: No. 59285 "' xp. 06-30-07 Si] CIV\\. OF CM.\~ N GRAPHICAL SCALI£ L£G£NQ • -..no- GLUE DOWN Posr 71JBE DUINEATOR 'K' RAIL BARR/CAO/; TYP( J BARRICADt REQIJIREO SIGNAG! 0/REC TION OF TRAFFIC WORK AREA 'K" RAil END TREATMENT · CONSTRUCTION NOTES 01 GLUE: DOWN POST 1VBE: DruNEA TORS O 25' O.C; PER Ml,) rco Se'J 6f. 60 '11/BUVR MARKERS' ANO Fig. 6f -7 0 TYP/f 'Ill' BARRICADE: PER MUTCO Seo 6f.6J ANO Fig 6f-7. 0 INSTALL 'K' RAILS (TEMPORARY BARRIERS) fiJllD. ALL SIGNING PER CALIFORNIA MIJ TCO 200J (FHWA', MUCTD 200J REVISION-I AS AMENDED FOR Ust IN CALIFORNIA. () DENOTES CALTRANS SIGN NUMBER. \ \ "AS BUILT' I . C rJ?--\\. \() .. o, DATE · RCE S::,Z.ls:' EXP_6. ... 30~,i .. REVIEWED BY: POINSETTIA COMMONS lRAmC C0NlR0L PLAN I----+---+" ~=i'Wl!ld..---------l---1--+--+~-l ,APPROVED: DAVID A. HAo/?{f{' • 7, 0 -:J,J. 7 1 _DEPUTY ciTY ENGINEER Pl JJ081 ~~ ,,.~ . l-::-D-,,ATE=-l-:'.1N"'1=n-:-:AL+--------------+-::DC';A"'TE~"'1N"'1TI""A7Lt-;;:D7ATE=-r.1N;-;;l:;:;TI-;sALc-f ,.,::D::WN::'.::B:::_Y::::_::::_::_=:_~::_,:,"-;:=:P;';R~O:::JE~C~T::N~O:'.~-;:::::::D::;R;AWl~NG~N:;O=, ~ REVISION DESCRIPTION CRHVWDKD BBYY~.' -CT-04-11 442-4 NGINEER OF WORK 01HER APPROVA CITY APPROVAL ': ~ J,N, 3153.00 I I /08 107 I . I ,, -f.. i N 60 GRAPHICAL SCALc EX SIGN; \ I I P:\3153\ENGR\_PLANS\IMP _ST\3153ir,pll.cJwg 4/20/2007 8:22:16 AM UMST 90 EX STRIPING END.RE:MOVAL OF STRIPING ' ' 1- '' . . ,, ' ,, CONSTRUCTION !~NOT£$ . RESTORI! EXISTING PAINTED t..ANt LINES AS NEEDED. ..· , : : . INSTALL DOUIJLI! \.FLLOW NO PfSS/NG ZONI! LIN/! P~ DETAIL 29 0 ·~ ' ' -. . ' . . INSTALL 6" (150rr)m) SOLID M-1171{ UN/£ PER DETAIL 39 ' !. : REMOvt: 2 1/2 L.# OF EXIST/NO STRIP/NC 0 0 tNSTAL/.. THERM~i.Asnd 01Ke LANE LEGEND · (v; INSTALi. THE:RM~LAsnoi STOP LEdE:ND ANO LIMIT UNI! PtrR NOTES 11-11s SHEET . 0 DETAIL 39A (200 FE:ET) . ' ' 0 REMOVI! EXISTINGi;SIGN . ' I, ', . - NOTt: 1) ALL SIGNING ANO STRIPING st,,,iv6ARO$ AR/I PER CALIFORNIA MANUAL ON UNIFORM • . TRAFFIC CONTROL .DEVICES (fHWA '5 MUTCD 200J REVISION 1, AS AMENDED FOR . . . US€ IN CALIFORNIA). • . . . 2) FOR SIGNAGE: ANO STRIPING of EMBARCADCRO LANE: SEE: ARCHITECTURAL PLAN. LEGEND 1 =-:· ·: '. i: REQUIRED SIGNAGE: CITY OF CARLSBAD SIGNING & STRIPING NOTES 1. · THE CONTRACTOR IS RCSPONSIBLE: FOR IN$TALLA TION OF ALL SIGNING AND STRIPING. 2. ALL SIGNING, ANO STRIPIN(} ANO PAVEMENT MARKINGS SHALL CONFORM TO THE: CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROi. DEVICE:S (fHWA'S MUTCD 2003 REVISION 1, AS AMENDED FOR US£ IN CALIFORNIA, TH£ CAL TRANS STANDARD SPEC/FICA TIONS (2006 OR LA TEST VERSION THfRE<F). THESE: Pl.ANS ANO TH£ SPECIAL PROVISIONS. . · . J. ALL SIGNING AND STRIPING IS SUB.£CT TO THE: APPROVAL OF TH£ PUBIJC ~KS DIRECTOR OR HIS REPRESENTATIVE:, PRIOR TO INSTALLATION. 4. ANY DCVIA TION FROM THESE SIGNING ANO STRIPING Pl.ANS SHALL BE: APPRO'v£0 BY 71-1£ ENG/NfER OF QK ANO PUBLIC ~KS DIRCCTOR PRIOR TO ANY CHANGt IN THE FIEW. 5. ALL STRIPING SHALL BE RERECTll'E' PER CAL TRANS SPfC!FICA T/ON. STRIPIN(} SHALL BE RCPAINTEO 1110 (2) llffKS AFTER INITIAL PA/NT/NG. II. ALL SIGNAG£ SHALL BE REFLECT/YE' PER. CAL TRANS SPfC/f/CA TIONS AND SHALL US£ ENCAPSULATED LENS REFLECT/YE' SHfETING (HIGH INTENSITY OR EQUAL). ' 7. PRIOR TO FINAL ACCEPTANCE: OF STRffT IMPROVEMENTS, ALL STREET STRIPING ANO MARKINGS Wln-1/N A 500' PERIMETER OF THE: CONSTRUCTION PRO.£CT IWLL BE RESTORED TO A "LIKE: NEW" CONDITION IN A MANNER MEE:TING THE: APPROVAL OF Tl-IE: CITY INSPECTOR. 8. EXACT LOCATION OF STRIPING ANO STOP LIMIT LINES SHALL Bli APPROVED BY THE: PUfJ/./C ~KS DIRCCTOR OR HIS REPRESENTA TI\IE: PRIOR TO /NSTALLA T/ON. 9. CONTRACTOR SHALL REMOVE: ALL CONfl)CTIN(; PA/NTEO LINES. MARKINGS AND PAVEMENT LEGENDS BY GRINDING. DfBRIS SHALL BE: PROM7L '( RE:MOVEO BY THI! CONTRACTl)R. 10. ALL PAVEMENT LEGENDS SHALL BE: THE: LATEST VERSIONS OF THE: CALTRANS STENCILS. { -' --. . . -' •. ! 11, LIMIT LINES AND CROSS'MJ<S SHALL BE FIEW LOCA TEO. CROSSWALKS. SHALL HA YE' A 10' INSIDE: DIMENSION UNLESS OTHERIWS€ SPfCIFIED. 12. Alt CROSSWALKS. LIMIT LINES. STOP BARS. PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL 8t THfRMOPI.ASTIC UNLESS OTHfR'MSE SPfCIFIED, . -• 1 1J. FIR€ HWRANT PAVEMENT MARKERS SHALL CONFORM TO 71-1£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DCVICE:S (fHWA'S MUTCO 200J REVISION 1, AS AMENDED FOR USE IN CALFIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRAIWNG M-19. . 14. ALL MEDIAN NOSES AND Fl.ARES SHALL BE PAINTED )fllOW. 15. ALL SIGNS SHALL BE STANDARD SIZE: AS SHOWN IN Tl-/£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DCVICES (fHWA'S MUTCO 200J REVISION 1, AS AMENDED FOR US£ IN CAUFORNIA), UNLESS · ·· · OTHfR'MSE SPEC/FlfD, . .. . .. 16, SIGN POSTS SHALL BE: SQUA/?€ PfRFORA TED STUI. TUBING 'MT/-/ BRE:AKAWAY BAS£ PfR SAN DIEGO . RCG/ONAL STANDARD ORA WIWNO M-4,$, . 17. 1'11/EN A SIGN IS ATTACHED TO A POLE:, IT SHALL BE MOUNT[/) ()SIN(} A STANDARD CITY Of CARI.SBAD APPROVED MOUNTING BRACKET MT/-/ STRAPS. 18. EXISTING SIGNS REMOVED BY THE: CONTRACTOR SHALL BE: OWVEREO BY THE: CONTRACTOR TO THE CITY OF CARLSBAD PUBIJO ~KS YARD AT 405 OAK AVENUE:. . 19. ALL SIGNS El/OWN ON THESE: Pl.ANS SHALL 8£ NEW SIGNS PROVIDED ANO INSTALLED BY TH£ CONTRACTOR EXQ(PT THOSE SIGNS SPECIFICALLY SHOWN .AS EXISITNG TO BE REI.OCATEO OR TO RE:MAIN. 20, (IF N£CESSARY)IWIER€ R4-7 SIGN AND OM1-J 08.£CT MARKER ARt TO Br INSTALLED IHA 2 FOOT 'MD£ MEDIAN NOSE, THE R4-7 SIGN SHALL 8€ 18"x24" ANO THE OMt-J 08.£CT MARKER SHALL BE 12"x12~ .?QQ;)~ • . ~ •. R£0UIR£D · SIGNAG£ IAUIII All IINI <:#0 BIKE LANE ~-----R26 (CA) ------RBI (CA) II 8 E GIN )I------R81A (CA) [[END]I .-----~R81B (CA) -.......:1 -.._,_, : -·. """"=·· . ,.__ -------___,,~ ~ R21J & RBI. R2/1 & R818 NCTO STATION 8 'T7/ll --. I " CURTIS TIJRN i, ,. \ \ \ \ PAINT _,,,~--REl}-M-H \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _,,,,-·-\ * ~ ~ \ ' /;, ~ _,,,,-"' \ ~ _,,,-/" \ ,,,..,,,.- OATl REGISlRATION DESIGNED EXPIRES I-J0-07 B~ +---01//Jl.- PM REV!E\11. /4> OfESS/ ,s J. rlj, ~-1< '11 t "' --z f3 No. 59285 ,.., c.: Exp. 06-30-07 SJ /VI\. \ \ \ \ $ '\~ ;'>·· "AS REVIE;WEO BY: CTOR ' v.-.• ' ' . . BUILT" ~ CITY OF CARLSBAD fsHrusl r-+--r-------------4 --~-4 --~--IL!.!.J~--~--'GI_NE_E_R~IN~G~D~E~P~AA~™=EN~T~_JLJ!J IMPROVEMENT PLANS FOR: POINSETT/A COMMONS SIGNING & SlRIPINO PLAN 1----1--__;~.4"" !!,j;!J,3:..:_ _________ _J_ _ _j_ __ L_-1.. _ _J I APPROVED: DAVID A. ~~ER2( 7/J,..7 I r-+--r-----------''-----4--~-4--~--1 ~.o~EPO~TY~Cl~TY~EN~Gl~NEER~P~E~3~30~8~~~~1 E~~~-~oa~-=~~~~~~~~~~~=~- DATE INITIAL DATE INITIAL DATE INITIAL DWN BY: &• PROJECT NO. GINEER OF. V.ORK. REVISION DESCRIPTION CRHVWDKD BBYY:.--... =«-· CT-04-11 OTI-IER APPROVA CITY APPROVAL .,, ORA'MNG NO, 442-4 . J.N. 3153.00 I I :I 1 II · .. ··• .. t1· .·,· ;·' . . ' I .. t,, ':i