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Home My WebLink AboutDWG 419-7; SDP 03-16; CARLSBAD MEDICAL PLAZA; 01-03GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REWSE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REWSIONS SHALL BE PROMP7L Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WfLL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLJCY MUST HAVE A RA TING OF A AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WfLL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE Cl TY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND Tl7LE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE 'MTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA 1E OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT l'IILL BE SUBMITJED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE l'HIITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCVON IN$PECTION, SUPERWSJON. JESTING AND ALL OTHER ASPECTS Of THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK {(760) 602-2740] AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING 13. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCVON 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 W/LL 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 SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. If 7H£ PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITIE 8 CALIEQRNIA ADMINISTRATIVE CODE. IHE 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 DISCQVER[Q W/THIN ANY WORK ZONE DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERMITTEE W/LL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED 'MIITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL DEPARTURE OR OPERATION OF TRUCKS. EARTHMOWNG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUT[ OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 19. NO BLASTING SHALL BE COMMENCED W/THOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION 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 SUFFICIEN7L Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND 71-iAT 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 STARTING CONSTRUCT/ON NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLE COMMUN/CA /IONS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS & STORM DRAIN) • CITY OF CARLSBAD (SEWFR, WA JER & RECLA/MW WATER) * SAN DIEGUITO WA JER DISTRICT * LEUCADIA COUNTY WATER DISTRICT * VALLECITOS WA JER DISTRICT • OLIVENHAIN WATER DISTRICT • BUENA SAN/TA TION DISTRICT * AS APPROPRIA Tf 1-800-422-4/JJ (760)480-7647 1 800-892-0123 (760)438-7741 (760)806-9809 (760)434-2980 (760)438-2722 (760)633-2650 (760)753-0155 (760)744-04-00 (760)753-6466 (760)726-1340 WATER NOTES 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE •cARLSBAD RULES & REGULATIONS FOR THE CONSTRUCT/ON OF POTABLE WATER MAINS," CARLSBAD MUNICIPAL WATER DISTRICT, DATED OCTOBER 1993. OR THE LATEST REVISION 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TIDN BEFORE ANY EXCA VAT/ON AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. J. 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 DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION 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 NO. [760] 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - JELEPHONE (760) 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWFD 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 CATHODIC PROTECTION. If DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES 71-iA T 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 RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CARLSBAD MUNICIPAL WATER DISTRICT "RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS", OCTOBER 1993 OR THE LA TEST Rf'VISION. 10. FIRE HYDRANT SPECIF/CATIONS: 3 OUTLET FIRE HYDRANT 4" x 4" x 2 1/2" OU7LETS 11. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M-19. 12. ALL POTABLE WATER SERVICES SHALL BE 1• AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE SHOWN ON PLANS.) 13. ALL WATER METER BOXES SHALL BE 17"x30"x12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 14. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 15. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH FINISHED SURFACE GRADE. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD MUNICIPAL WATER DISTRICT'S SEW[R SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIF/CATIONS", AND THE STANDARD SPECIF/CATIONS, MARCH 1993, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSJEM, A PERMIT SHALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED ANO 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 INSPECT/ON 48 HOURS PRIOR TO THE BEGINNING Of CONSTRUCTION. (1ELEPHONE NO. {760] 438-3891) DECLARA noN OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT l'IITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAW/NGS AND SPECIF/CA /IONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: K & S ENGINEERING ADDRESS: -~7,_..8"'-01._.,,Mlc,cSS"'IO"'N.,__,,CE:!.N!..!.TE:eR'--"'CO,c:,Uc,.,R.,__.T,...,S""U:!..!ITE-"-'1-"'00'--- CITY, STA TE: SAN DIEGO CA 92108 TELEPHONE: (619) 296-5565 BY: _ __j_x~~~~/=C;,,· ~s:z4~"'~..c~::::/.:::::-:__ __ DATE 7 /($ /o,f' ROBERT C. IMSANDE PE NO.: 25609 EXP/RATION DA JE: 12/31/05 CITY Of OCEANSIDE CITY Of ENCi NIT AS VICINITY MAP NOT TO SCALE 200 300 SCALE: 1" = 1 oo' INDEX MAP SCALE: 1"~100' ABBREV/A TIONS Cl.Ill!) PVC LF EA STA FH c/L or (t P/L or I!': ACP HGL EXIST or EX MIN PVI PT 8.0. FL or FLG PJ PVT RPDA RPBF RW GPM /RR DOM ASSY M.A.R. AV FS GV HOP[ KEY CARLSBAD MUNICIPAL WATER DJSmlCT POL YV1NY1. CHLORIDE LINEAR FEET EACH STATION nRE HYDRANT CENTER UN£ PROPERTY UN£ ASBESTOS CEMENT PIP£ HYDRAULIC GRADE LINE EXISTING MINIMUM POINT OF VERTICAL INTERSECnON POINT eww arr RANGE PUSH JOINT PRIVATE REWCED PRESSURE DETECTOR ASSEMBLY REDUCED PRESSURE BACK FLOW RECLAIMED WATER GALLONS PER /.I/NUTE IRRIGATION DOMEsnc ASSEMBLY MANUAL AIR RELEASE AIR VACUUM VAL VE nRE SERVICE GA1E VAL\£ HIGH DENSITY POL YEIH[LENE I (') I~ I fn t:! til :tl Ej -iii ;'.:l I:"' ~ t;'l t'J <XX1 EXISTING FIRE HYDRANT x[ = J SHEET W/NUMBER 0 2" WATER SERVICE *(POTABLE) /-Of FIRE HYDRANT 2 FIRE SERVICE • D SEWFR ACCESS HOLE 8" SEWFR SERVICE EXISTING EASEMENT PROPOSED EASEMENT i',/IDJI' SIGNING & STRIPING WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE W/TH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. SD.P. 03-16, P.C. RESOLUTIONS 5596 &: 5597 DATED 04/07/04 5. THE STANDARD SPECIF/CATIONS FOR PUBLJC WORKS CONSTRUCTION (GREEN BOOK) 6. SOILS REPORT AND RECOMMENDATIONS BY NINYO & MOOR£ CONSULTANTS DA TED SEPT. 2003 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. THE STORM WATER POLLUTION PREVENTION PLAN FOR CARLSBAD MEDICAL PLAZA DA TED APRIL, 2004 9. 71-iE STORM WATER MANAGEMENT PLAN FOR CARLSBAD MEDICAL PLAZA DA TED APRIL, 2004. 10. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANDARDS AND SPECIF/CATIONS FOR WATER, SEWFR AND RECLAIMED WATER. LEGEND DESCRIPTION 8" P.V.C. C-900 WATER MAIN 2" WATER SERVICE (POTABLE) GATE VALVES (SIZE PER PLAN) FIRE HYDRANT ASSEMBLY s• DETECTOR ASSEMBLY (PVT) THRUST BLOCK MANUAL AIR RELEASE, 2' Bl. OW OFf-ASSEMBLY, 2• SEWER DROP ACCESS HOLE 8" P.V.C. SEWER LATERAL DWG.NO. CMWD DWG. NO. W-4. W-8 CMWD DWG. NO. W-16 CMWD DWG. NO. W-12 CMWD DWG. NO. W-22 CMWD DWG. NO. W-15, W-19 CMWD DWG. NO. W-6 CMWD DWG. NO. W-6 CMWD DWG. NO. S-2 CMWD DWG. NO. S-7 SYMBOL ---w--- 181 ~ ~ ~ ■ • 0 ----® TRENCH RESURFACING SDRS DWG. NO. G-24 (TYPE A) I'~ ,:zz,~ ~-1 ·S..:.', ·-.,.::.;-./S . ..:\...::::· SITE ADDRESS EL CAMINO REAL CARLSBAD, CA BENCH MARK DESCRIPTION: CITY OF CARLSBAD BENCH MARK CH/SLED + N E RETURN LOCATION: EL CAMINO REAL AND ELM A VE RECORDED: ________________ _ ELEVATION: --"12'-'7-'-'.4"'0'--------DA TUM: oMc,,,cS,.,,,L. __ _ PROJECT LOCA noN THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 167-090-70-00 167-090-71-00 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 362 000 E_~1,=6~7~1,0~0=0 ____ _ BASIS OF BEARINGS THE BASIS Of BEARINGS FOR THIS PLAN IS THE NORTHEASTERLY LINE OF PM 13206 BEING: N 57"03'48" W OWNER QUANTITY 210 LF 1 EA 3 EA 2 EA 1 EA 2 EA 1 EA 1 EA EA 1 EA 1B5 SF SHEET INDEX REFERENCE ORA WINGS CARLSBAD OFFICE PLAZA #1, L.P. 2775 VIA DE LA VALLE, SUITE 204 DEL MAR, CA. 92014 SHEET NO. 1 DESCRIPTION TITLE SHEET. NOTES & LEGEND IMPROVEMENT PLAN & PROFILE CITY OF CARLSBAD -#356-9 (CM\i!J 96-C446), #227-3, #148-5, (760) 431-5600 CRM\i!J 89-102 CONTACT: JOHN WHITE 2 8" WATER MAIN, LINE "A", FIRE SERVICE, POTABLE WATER, SERVICE, RECLAIMED WATER SERVICE, FIRE HYDRANT, 8" SEWER MAIN SIGNING & STRIPING GENERAL NOTES DIGALERT K&S ENG !NEERING Planning Engineering Surveying CALL BEFORE YOU DIG 1-800-227-2600 48 HOURS NOTICE REQUIRED -~-----,,X.~'H~~ d.. . Ezt~., (619)296-5565 7801 Mission Center Court, Suite 100 San Diego, CA 92108 WDID: 9 37C 32Bb45 CITY OF CARLSBAD FIRE DEPARTMENT ,;,.,,.As / u IL T // REQUIREMENTS: / ·· / / ·")( UTILITY DISTRICT APPROVAL(S) NO. OF F.H.(S) _2 F.FLOW 1500 GPM OUT Of _1_ F.H . ...j-:=;:;.s.."'""""":Z-f'...,L,1-',,__.;,"'"i''--- ' ---------------------<BLDG.SPRINKLED (YES)/ NO ... F.FLOW N/A G.P.M. -;· 4 ,.c'lA / / r CE "'"' .I' EXP i:, 30 oi:, CARLSBAD MUNICIPAL WATER DISTRICT L ~_1/,...,,,; ud, ~//4¼/,eil ~!c'.'.'I tZ---x/1r,fa./., REV!W .•• E_/ D :y,~I / ROBERT WOJCIK ~ DATE FIRi MARS~AL\ . ( 7 .:::::..,..~/ ~~ DEPUTY CITY ENGINEER RCE 33698 EXP: o,/30/06 INSPECTOR ,/4:r DATE l---+---+------------+---+-----I----I----I I SH1EET I CITY OF CARLSBAD I SHEETS I ENG I NEER I NG DEPARTMENT 3 ::==:'....'::======================='--'=====! DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR CARLSBAD MEDICAL PLAZA APPROVED: LLOYD B. HUBBS (9}" ......,""2,,2,...i.Q~{.c..J.c.:/"'...,:;~-~~· L ____ & '/Llol/ PE: 23889 EX 12 1 05 CITY ENGINEER 'DAT!: DWN BY: CHKD BY: 12..b'J RVWD BY: Pti'- PROJECT NO. SDP 03-16 DRAWING NO. 419-7 =111. 1' R=62 .OD NO. 1 2 SEW-ER DATA TABLE BRG/DELTA RADIUS S 57"04 35" W -- LENGTH 67.00' - I I I I 8 !J J.MWN/1 llkM _,_ __ --~ REMARKS PVC C 900 ~ APPROXJMA TE / / [X!St GRAD[ ALONG [ I OF PIPE I I <n 8" C.O. PER j 8" PVC SEWER LATERAL PVT PER GP-419-7A l110 ► ◄ 110 EX. PUBUC STREET AND PUBLIC UTILI & INCmf NI AL PURPOSES EASEMENT TO THE CITY OF CARLSBAD PFR DOC. 98-294055 \ REC 5/19/1998 ~ ---R=3075.00' L=)3'l48,----,-, D \ -LJ~I --. . ----... \ -·-------- EXISTING STORM DRAIN STREET LIGHT CONDUIT AND IRRIGATION LINES PROTECTED IN PLACE ~ 110.6±RIM ' ----le.-s J REMOVE AND REPLACE EXIST. PER G-11. i CURB AND GUTTER -SDRSD G-2. CONCRETE SIDEWALK -SDRSD G-7. l w --. EX. 42" RCP I STORM DRAIN EX. 12" PVC WATER-~ w TRENCH RESURFACINGW --- PER SDRSD G-24, TYPE A I ·--, w 100 ►-f~if-··· f -\I / 91 S±IE ◄ 100 STA. 33+90.30 SAH #1 PER CMWD S2 ON EX. 8" VCP SEWER MAIN PER DWG. NO. 146-5 SHEET 4 I EX. O" STL WATER SET RIM TO GRADE l __ __ _ -;.~ 112)±RIM _ _ ___ W : --· -----w - REMOVE AND REPLACE EXIST. PER G-11. MEDIAN CURB -SDRSD G-6 -....___ · -----' RAISED MEDIAN -MATCH EXISTING --,....__ ',----------------_7 EX. 8" VCP SEWER MAIN @ 2.24% _.-, ---- "' ' ,·~---·-1··-w . N I ' ' EX. RAISED -- ----MFl)]AN ----F --- CAMINO RFAL .. -w -. c-....,L __ _ 99.90!£ EX. B" YCP SFWER 94.75±1£ PER DWG. NO. 146-o SHEET 4 12" MIN. 68.0LF 8" PVC C-900 SEWER MAIN S= '1-.3% y __ / ◄ PLAN -B" PVC SEWER MAIN PROFILE -8 PVC SEWER MAIN SCALE: HORIZ: 1'=20' STA 6+88.31 INSTALL 6 FIRE SERVICE, PER CMWD W-22 LOT 3B7 c.-r. 74-25 UNIT 2 MAP 10121 APN 167-411-63 SCALE: HORIZ: 1'=20' VERT: 1'=4' STA 4+80.94 EX. 10" LINE A DWG 356-9 STA 1+00.00 8 PVC LINE A SEE PLAN & PROFILE THIS SHEET 10x1 Ox6 F J TEE, 6" F J GV, 6" DBL DETECTOR CHECK VALVE PER CMWD W-22, PIV AND FDC STA 6+85.61 ""':I, - STA 7+01 .96 INSTALL FIRE HYDRANT ASSY PER CMWD W-12 INSTALL 2 POTABLE WATER SERVICE PER CMWD W-4. 2" METER INSTALLED ·0•"'" BY CMWD --- ------------------- ----------- STA 7+89.67 EX. 10" LINE A DWG 356-9 STA 10+19.69 EX. 8 LINE B (DWG 356-9) [j --------------------------------------------- ------------ ------- EX 20' & 25' EASEMENT -RECLAIMED WA AND INCIDENTAL PURPOSES TO CMWD PER DOC 98-3C1490 REC 5/21/98 AND EX 20 EASEMENT -WATER LINE AND INCIDENTAL PURPOSES TO CMWD PER DOC 98-301489 ------------ ------------ R LINE REC 5/21/98 \ ,---~----=E~X='-R~E,._,Cl~P'!'RO~C"'Acs,L,,:AecC-,.CE~S..,,S.sE,,_AS,,,Ee,MeeENe._Tc,_ ___ _,\ PER F P 97-0212095 I REC 5/7 /97 -- CARLSBAD MEDICAL CENTER BUILDING ------------ \~ --------------~< ::::__: · -~---------- -----EX 10' EASEMENT -PIP _____ INGRESS & EGRESS AND ENT L PURPOSES TO COSTA REAL MUNICI AL WATER PER DOC 83-356773 REC 10/5/83 EX 25' EASrnENT -RECLAIMED WATER LINE AND INCIDENTAL PURPOSES TO CMWD PER DOC 98-301490 REC 5/21/98 AND EX 20' EASEMENT -WATER LINE AND INCIDENTAL PURPOSES TO CMWD PER DOC 98-301489 REC 5/21/98 0 10 20 90 40 SCALE: 7"=20' NOTES: 1. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE BEGINNING ANY CONSTRUCTION. IF ANY VARIANCE IS FOUND FROM WHAT IS SHOWN ON THIS PLAN, THE CONTRACTOR IS TO CONTACT THE ENGINEER. (REF. CARLSBAD IMPROVEMENT PLAN 356-9.) 2. NO CUTTING OF ACP IS PERMITTED. THE CONTRACTOR SHALL REMOVE THE ACP TO THE NEAREST COUPLING AND SHALL INSTALL ACP x PVC PIPE AS REQUIRED TO INSTALL ALL NECESSARY FITTINGS. 3. THE CONTRACTOR IS TO OBTAIN APPROVAL OF A TRAFFIC CONTROL PLAN AND A RIGHT OF WAY PERMIT FOR ANY WORK WITHIN CITY OF CARLSBAD RIGHT OF WAY PRIOR TO COMMENCEMENT OF ANY WORK IN THE RIGHT Of WAY. PLAN -FIRE SERVICE. POTABLE 8 /RR/GA TION SERVICE LOCATIONS SCALE: HORI Z: 1' =20' BENCH MARK DESCRIPTION• CITY OF CARLSBAD BENCH MARK CHISLED + N E RETURN LOCA TION: __ E"'L'--"'CA.,..M"=I,_.N,,_0-'-R""EAceL'--'-'ANceD"--"-ELecM::...:..:A_,,VE~------ RECORDED: --=C"'7Cc------------..,.=--- ELE:VA TI ON .. ·_ -"12"-'7-'-.4""0_______ DA TUM: .,,M"'. S"".L~. __ _ BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLAN IS THE NORTHEASIERL Y LINE OF PM 13206 BEING: N 57"03'48" W 180 ► ·120 ► 110 ·► STA 4+80.94 EX. 10" LINE A DWG 358-9) = STA 1+00.00 8 PVC CONNECT 8" PVC WATER MAIN 10x10x8 FJ TEE, 10" (FJxPJ) GV (2), 8" (FJxPJ) GV (1). lN'liALL 'Z"'o.O. CONTRCTOR TO VERIFY ELEVATION OF EXISTING PIPE BEFORE CONNECTING ,;,:~of iv~ - 60 . i/:!f'~ I i2 ~'Ii" N0.256 ~ XP 12-.:l:I C/Vll r l2 OF cA'-\ ~- I I . I I I , K&S ENGINEERING (619)296-5565 Planning Engineering Surveying 7801 Mission Center Court, Suite 100 Son Diego, CA 92108 I I 1+00 I • ' I I 8" p ; FINISHED GRADE ALONG WATER MAIN [X!SIJNG CirADE'ALONG WATER MAIN,--~ . . V~ CI,Ass 1-60 C 9 -Oo WATER 1'AIN HGL~ 490 *CONTRACTOR TO !VERIFY LOCATION BEFORE STARTING WORK 2+00 42" MIN, PROFILE -8 PVC C-9OO CL15O WATER MAIN -LINE A SCALE: HORIZ: 1'=20' VERT: 1'=4' N0.(_1 1" ◄ ◄ 3+00 W-ATER DATA TABLE 180 120 110 BRG DEL TA RADIUS LENGTH REMARKS S 68°57'50" W 145.00 8" PVC C-900 CL150 STA 1+05 I EX RECIPROCAL ACCESS EASEMENT PER F /P 97-0212095 REC 5/7/97 2 1 6" PVC C 900 _ _,_ ___ w INSTALL 2" MAN. AIR RELEASE PER 'CMWD W-6. I 20' WATER EASEMENT CARLSBAD MUNICIPAL ER DISTRICT PER I ~- . - J TO CARLSBAD MEDICAL WAT DOC CENTER BUILDING REC PR #04-32 R LINE EX 20' & 25' EASEMENT -RECLAIMED WA TE AND INCIDENTAL PURPOSES TO CMWD PER DOC 98-301490 REC 5/21/98 AND EX 20' & 25' EASEMENT -WATER LINE• AND INCIDENTAL PURPOSES TO CMWD . _; ,. PER DOC 98-301489 . I - REC 5/21/98 EX 1 O' EASEMENT -PIPELINES INGRESS & EGRESS AND INCIDENTAL PURPOSES TO COSTA REAL MUNICIPAL WATER PER DOC 83-356773 REC 10/5/83 PLAN -B" PVC C-9OO CL15O WA TER MAIN -LINE A SCALE: HORIZ: 1'=20' I \ LI\ IT LINE AND PAVEMENT LEGEND PER CAL TRANS STD. A24D & A24E ~--\ i \ I -~" '"'°' \ . ,:,n:e J \ i INSTALL FIRE HYDRANT \ \ ASSY PER CMWD W-12 THRUST BLOCK PER CMWD W-15 & 1 -8"X6" PJ X FLG REDU\R 1 -6" FLG'D 90° ELL 1 -6" FLG X PJ G.V. \ NOTE PARCELS A & B COMBINED PER ADJUSTMENT PLAT ADJ //04-01 \ \ ./' U IL T" / , I INSPE "f/($"/4 :<'' DATE l---+---+------------+---+--+---+----l I SH2EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 3 ~~====::::::::'::::=============~===::; 1 DA TE INITIAL ENGINEER OF WOR REVISION DESCRIPTION IMPROVEMENT PLANS FOR WATER MAIN: CARLSBAD MEDICAL PLAZA APPROVED: LLOYD B. HUBBS ti Y DWN BY:-~~ DATE INITIAL DATE INITIAL CHKD BY: 1'2.S:J:: OTHER APPROVAL CITY APPROVAL RVWD BY: Qt!'- PROJECT NO. SDP 03-16 DRAWING NO, 419-7 083104 \ ' \ \ PARCEL C CIC F' JP 97-2-10209 APJ\J iB?-090-72 ) / \ \\ ~XISll~JC l'M~<INC \ Akl-_.l'\ ----) \ \ \ ' I I I I , I I ' ! I I I ' I I I I ' I I I I I I I I I I , I I I ' ' I , I I NOTES: 1. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE BEGINNING ANY CONSlRUCTION. IF ANY VARIANCE IS FOUND FROM l'.1,AT IS SHOWN ON THIS PLAN, THE CONTRACTOR IS TO CONTACT THE ENGINEER. (REF. CARLSBAD IMPROvEMENT PLAN 356-9.) 2. NO CUTTING OF ACP IS PERMITTED. THE CONTRACTOR SHALL REMOvE THE ACP TO THE NEAREST COUPLING AND SHALL INSTALL ACP x PVC PIPE AS REQUIRED TO INSTALL ALL NECESSARY FITTINGS. 3. THE CONTRACTOR IS TO OBTAIN APPROVAL OF A TRAFFIC CONTROL PLAN AND A RIGHT OF WAY PERMIT FOR ANY WORK l\1THIN CITY OF CARLSBAD RIGHT OF WAY PRIOR TO COMMENCEMENT OF ANY WORK IN THE RIGHT OF WAY. \ \ \ \ \ \ EXISTING R1 ~ / I \ \ -_. PLAN -SIGNING & STRIPING SCALE: HORIZ: 1'~20' BENCH MARK DtSCRIPTION: CITY OF CARLSBAD BENCH MARK CH/SLED + N [ RETURN LOCATION: EL CAMINO REAL ANO [LM A vf RECORDED:--==----------~=---ELEVA T/ON: _c,12"-7~.4-"-0 _______ DA TUM: ~M~.5=.L~·--- BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS PLAN IS TH[ NORTHEASTERLY LIN[ OF PM 13206 BEING: N 57"0J'48" W 'Wfl ;§71 K&S ENGINEtRING ~~Ji1 Pl . E . . S ~ ann1ng ngmeenng urvey1ng -~~"'.____µM._ e,,~ .. -~ ~6/o..t (619)296-5565 7801 Mission Center Court, Suite 100 San Diego, CA 92108 CITY OF CARLSBAD STANDARD NOTES FOR TRAFFIC~RELATED DESIGN PLANS REVISED 4/6/04 SIGNING & STRIPING PLANS: GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL SIGNING AND STRIPING. 2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CAL TRANS TRAFFIC MANUAL, CAL TRANS STANDARD SPECIFICATIONS (JULY 1999 OR LATEST VERSION THEREOF), THESE PLANS AND THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 4. ANY DEVIATION FROM THESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY THE ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN THE FIELD. 5. ALL SIGNING AND STRIPING SHALL BE REFLECTIVE PER CAL TRANS SPECIFICATIONS. STRIPING SHAUL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE ENCAPSULATED LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIPING AND STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICTION PAINTED LINES, MARKINGS AND PAVEMENTS LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPllL Y REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' INSIDE DIMENSION UNLESS OTHERWISE SPECIFIED. 11. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL AND SAN DIEGO REGIONAL STANDARD DRAWING M-19. 13. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE SPECIFIED. 15. SIGN POSTS SHALL BE SQUARE PERFORATED STEEL llLBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAWING M-45. 16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD APPROVED MOUNTING BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY THE CONTRACTOR TO THE CITY OF CARLSBAD PUBUC WORKS YARD AT 405 OAK AVENUE. 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXISTING TO RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R7 SIGN AND TYPE N-1 OBJECT MARKER ARE TO BE INSTALLED IN A 2- FOOT WIDE MEDIAN NOSE, THE R7 SIGN SHALL BE 18"X24" AND THE N-1 OBJECT MARKER SHALL BE 12"X12". IL T" DATE l-----+---1---------------+---+---+---+----I I SH3EET I CITY OF CARLS BAD I SHEETS I ENGINEERING DEPARTMENT 3 ~='..-'==============-==~ IMPROVEMENT PLANS FOR WATER MAIN: CARLSBAD MEDICAL PLAZA APPROVED: LLOYD B. HUBBS ar -1" ...J' · '-Cf 8' I•-' /~·t/(. ✓.:/' u-' ·Z!-,c,--c;.,-r\ /~ 0 7 PE: 23889 EXPIRES: 1fi31 /05 CITY ENGINEER DA TE /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INlllAL DATE INlllAL OTHER APPROVAL CITY APPROVAL DWN BY: ~-~ PROJECT NO. DRAWING NO. 2~~ ~~: ~ff SDP 03-16 419-7