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HomeMy WebLinkAboutDWG 455-9; CT 07-04; BRESSI RANCH MEDICAL PLAZA; 01-03GENERAL NOTES 1. lHIS PLAN SUPERSEDES ALL OlHER PLANS PREVIOUSLY APPROVED BY 1HE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON lHIS SET OF PLANS. 2. APPROVAL OF lHIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF 1HE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR 01HER ADDITIONAL DOCUMENTS LISTED HEREON AS 1HEY MAY PERTAIN TO 1HIS PROJECT. lHE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE lHESE PLANS 'M-IEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE lHE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONS/RUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO 1HE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN lHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA IE OF INSURANCE MUST BE FILED NAMING lHE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON lHE PERMITIEE'S POLICY IN lHE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING lHE POLICY MUST HAVE A RATING OF "A-" OR B~TTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS7 KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM lHE CITY AND 01HER APPROPRIATE AGENCIES. 6. REVISION OF lHESE PLANS MAY BE REQUIRED IF 1HE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO lHE DEADLINE DA TE OF lHE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO lHESE PLANS WITHOUT lHE WRITTEN APPROVAL OF 1HE CITY ENGINEER, NOTED WllHIN lHE REVISION BLOCK, ON lHE APPROPRIATE SHEET OF THE PLANS AND Till£ SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME lHE PROPERTY OF lHE CITY UPON BEING SIGNED BY 1H£ Cl TY ENGINEER. 9. lHE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY 1H£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF lHE WORK BY lHE CITY. 10. ACCESS FOR FIRE AND 01H£R EMERGENCY VEHICLES SHALL BE MAINTAINED TO lHE PROJECT SITE AT ALL TIMES DURING CONS/RUCTION. 11. 'M-IERE TRENCHES ARE WllHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF lHE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN lHE FIELD OF APPLIED SOILS MECHANIC'i lHE SOILS REPORT WILL BE SUBMITTED TO lHE CITY ENGINEERING INSPECTOR WllHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. lHE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO lHE CITY ENGINEERING INSPECTOR UPON COMPLETION OF 1HE FIELD TESTS. 12. A PRECONSTRUCDON MEETING SHALL BE HflD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA TlVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPERVISION, TESTING AND ALL 01HER ASPECTS OF 1HE WORK. 1HE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONS/RUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1J. ALL INSPECTION REQUESTS OlHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 4J8-J891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE 71-tE INSPECDON IS NITDfD. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST 01HERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LA IER. 14. THE OWNER AND/OR APPLICANT THROUGH. lHE DEVELOPER AND/OR CONTRACTOR . SHALL DESIGN, CONSIRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALlH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO Tl-IE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING Tl-IE DESIGN OF SHORING, BRACING SLOPE OR OlHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM Tl-IE HAZARD OF CAVING GROUND DURING Tl-IE EXCAVATION OF SUCH /RENCH OR IRENCHES OR DURING THE PIPE INSTALLATION Tl-lEREIN. Tl-1/S PLAN MUST BE PREPARED FOR ALL IRENCHES FIVE FEET (5') OR MORE IN D£P1H AND APPROVED BY Tl-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF Tl-IE PLAN VARIES FROM Tl-IE SHORING SYSTEM STANDARDS ESTARI /SHED RY THE CONSTRUCDQN SAFETY ORDERS Dll E 8 CALIFORNIA ADMINISTRA T/VE CODE. lHE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT Tl-IE CONTRACTORS EXPENSE. A COPY OF lHE OSHA EXCAVATION PERMIT MUST BE SUBMITT£D TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERE.D WllHIN ANY WORK ZONE DURING CONS/RUCTION, OPERATIONS WIii CEASE IMMW/A m )". AND THE PERMITTEE WILL NOTIFY Tl-IE CITY ENGINE.ER. OPERATIONS WILL NOT RESTART UNTIL lHE PERM/TT££ HAS RECEJVED WRITTEN AUTl-lORITY FROM Tl-IE CITY ENGINEER TO DO SO. 17. ALL OPERA TlONS CONDUCTED ON lHE SITE OR ADJACENT lHERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR11JRE OR OPERA TlON OF /RUCKS, EARlHMOVING EQUIPMENT, CONS/RUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO Tl-IE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY Tl-lRU FRIDAY AND NO EARTl-lMOVING OR GRADING OPERA TlONS SHALL BE CONDUCT£D ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT Tl-IE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY Tl-IE CONIRACTOR TO Tl-IE 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 1HE HAUL ROUTE OR ADJACENT SIREETS AS A RESU/ T OF 71-tE GRADING OPERA T/ON. 19. NO BLASTING SHALL BE COMMENCED WITl-lOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. lHE EXISTENCE AND LOCATION OF UTILITY SIRUC11JRES AND FACILITIES SHOWN ON lHE CONS/RUCTION PLANS WERE OBTAINED BY A SEARCH OF Tl-IE AVAILABLE RECORDS. ATTENTION IS CALLEO TO Tl-IE POSSIBLE EXISTENCE OF OTl-lER UTILITY FACILITIES OR S7RUC11JRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM lHA T SHOWN ON lHE PLANS. 1HE CONTRACTOR JS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT Tl-IE UTILITIES SHOWN ON lHE PLANS ANO ANY 01HER EXISTING FACILITIES OR STRUC11JRES NOT SHOWN. 21. Tl-IE CONTRACTOR SHALL VERIFY Tl-IE LOCA TlON OF ALL EXISTING FACILITIES ( ABOVEGROUND ANO UNDERGROUND ) WllHIN Tl-IE PROJECT SITE SUFFICIEN/l Y AHEAD OF Tl-IE CONSTRUCTION TO PERMIT Tl-IE REVISIONS OF Tl-IE CONSTRUCTION PLANS IF IT IS FOUND lHAT lHE AC11JAL LOCA TlONS ARE IN CONFLICT WllH 1HE PROPOSED WORK. 22. THE CONIRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONS/RUCTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITl-1 A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(SIREETS AND STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 *LEUCADIA WASTEWATER D/SIR/CT (760)753-0155 *VALLECITOS WATER DISIRICT (760)744-0460 *OLIVENHAIN WATER DISIRICT (760)753-6466 *BUENA SANITATION DISIRICT (760)726-1340 • AS APPROPRIA T[ 81REET NOTES 1. AC11JAL STRUC11JRAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCT£D BY A PROFESSIONAL ENGINEER OF Tl-IE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON 71-1£ PREPARED BASEMENT SOIL Tl-IE "R" VALUE TESTS AND Tl-IE ENGINEERED S7RUC11JRAL SECTION MUST BE SUBMITTED TO 1HE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CJ TY WORKING DAYS BEFORE THE WORK BEGINS. 2. SIREET LIGHTS SHALL BE INSTALLED AS SHOWN ON lHESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON Tl-IE "AS-BUILT" PLANS. NO DIRECT BURIAL SIREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. J. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONS/RUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF SIREETS. 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WllH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPlH IS LESS THAN 15 FEET AND BACKFILLED f\!Tl-1 J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR 35 SOLID WALL PIPE. 5. 141-/ERE AN EXISTING PIPE LINE JS TO BE ABANDONED IT SHALL BE REMOVED WITl-1/N TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WllH PROPERLY COMPACTED SOILS. IN OlHER AREAS lHE PIPE WILL BE PLUGGED WllH CONCRETE OR REMOVED AS APPROVED BY lHE CITY ENGINEER. 6. 'M-IEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF Till[ 24, CALIFORNIA ADMINISTRA T/VE CODE. 7. SIREET /REES SHALL BE INSTALLED PER SECTION IV D.J OF Tl-IE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN Tl-IE STREET WITl-1/N Tl-IE LIMITS OF WORK OF lHIS PLAN PER SDRS DWG M19. 9. ALL SURVEY MONUMENTS AND POINTS Tl-lAT ARE DIS11JRBED BY lH/S WORK SHALL BE REESTABLISHED, PERPE11JA TEO, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSIRUCTED IN ACCORDANCE WITH Tl-IE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST ED/TlON), VOLUME /- GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, ANO VOLUME J -STANDARD DRAWINGS AND NOTES AND Tl-IE STANDARD SPEC/FICA TlONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST ED/TlON (GREEN BOOK). 2. Tl-IE CONTRACTOR SHALL OBTAIN AN EXCAVA TlON PERMIT FROM Tl-IE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA TlON AND SHALL ADHERE TO ALL PROVISIONS OF 1H£ STA TE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO lHE DISIRICfS EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM 1HE DISIRICT. IT MUST BE SIGNED AND APPROVED BY Tl-IE DISTRICfS ENGINEER AND SUPERINTENDENT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 5. Tl-IE CONTRACTOR SHALL NOTIFY Tl-IE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO lHE BEGINNING OF CONSTRUCT/ON. (TELEPHONE NO. [760] 438-3891) WATER NOTES 1. WATER & RECYCL£D WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH Tl-IE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & J. 2. THE CONIRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM lHE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA TlON AND SHALL PROVIDE PROOF OF OSHA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS OF Tl-IE STA TE CONSTRUCTION SAFETY ORDERS. J. B£FORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM Tl-IE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY lHE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND Tl-IE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSIRUCTTON CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. Tl-IE CONIRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONS/RUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. Tl-IE CONIRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO Tl-lAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO /REES OR STRUC11JRES SHALL BE ALLOWED IN Tl-IE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM lHE DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA Tl-100/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONS/RA TES Tl-lAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, Tl-IE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. lHE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN lHE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY 1H£ CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WA TfR ANO RECYCLED WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 5/8" (UNLESS OTl-lERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" 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. Tl-IE TOP OF WATER METER BOXES SHALL BE FLUSH WITl-1 Tl-IE FINISHED SURFACE GRADE. 1 J. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO Tl-IE "CRITERIA FOR lHE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY Tl-IE STATE OF CALIFORNIA'S DEPARTMENT OF HEAL Tl-I SERVICES. 14. AXIAL DEFLECTION AT Tl-IE PIPE JOINTS ARE NOT ALLOWED. Tl-IE 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 C900. 'DECLARA 11ON OF RESPONSIBLE CHARGE' I HEREBY DECLARE THAT I AM Tl-IE ENGINEER OF WORK FOR lHIS PROJECT, lHAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER lHE DESIGN OF lHE PROJECT AS DEFINED IN SECTION 6 703 OF Tl-IE BUSINESS ANO PROFESSIONS CODE, AND Tl-IA T Tl-IE DESIGN IS CONSISTENT WITl-1 CURRENT STANDARDS. I UNDERSTAND 1HAT Tl-IE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY Tl-IE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: ____ F~U=S=C=OE~EN~G=IN=E=ER=l~NG~---- ADDRESS: ~6~J~90~GR~E=EN~W.~1C~H~D~RJ~V£~, ~S~Ul~T£~17~0 __ CITY, ST.: SAN DIEGO CA 92122 TELEPHONE: 85B-554-1500 BY-L'l'~ . ~L D. HAALAND DATE: d"IUIO!r R.C.E. N0.: _____ .=.63=6'-"5-"-6 _____ _ REGISTRA TlON EXP/RAT/ON DA TE: -~9~-~J=0~-0=8~_ WATER AND SEWER IMPROVEMENT PLANS BRESSI RANCH MEDICAL PLAZA -LOT 1 GPA 98-03{A), MP 178(A), CT 07-04, SDP07-03, PUD 07-04, SUP 07-01 PREPARED FOR BRESSI RANCH MEDICAL PLAZA, LLC CITY OF CARLSBAD, COUNTY OF SAN DIEGO ,CA CITY Of OCEANSIDE HIGHWAY 78 PACIFIC OCEAN CITY Of ENCINITAS VICINITY MAP SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON Tl-lESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY MElHODS FROM INFORMATION GATHERED BY PROJECT DESIGN CONSULTANTSG4n/EnJ>OW ,JAN. '13,Zot>I ~RAFIIY $IJW{N 1/E,/Zf;~ Ci;NFf)AA,S 7oA/4Tlot-/4L At4P ,av~ ~1)4Nl,>,«1)1. PROJECT LOCATION THIS PROJECT IS LOCATED l',ITH/N ASSESSORS PARCEL NUMBER(S) 213-261-01. 1HE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT IS: N._~19=90~_[ 6252 LEGAL DESCRIPT10N LOT 1 OF CARLSBAD TRACT CT-02-15 BRESSI RANCH IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP THERE OF, NO. 14960 FILED IN lHE OFFICE OF Tl-IE COUNTY RECORDER OF SAN DIEGO COUNTY, F[BRUARY 4, 2005. KEY-MAP ... 1"=100' ~ITY Of VISTA INDEX OF SHEETS TIil.£ SHEET ANO NOTES SEW£R UTILITY PLAN WATER UTILITY PLAN SHEET 1 SHEET 2 SHEET J REFERENCE DRAWINGS Cl TY OF CARLSBAD DWG NO. 400-8 DWG NO. 400-88 DWG NO. 400-8C DWG NO. 455-9A DWG NO. PR 08-24 BASIS OF BEARINGS 1H£ BASIS OF BEARING FOR lHIS SURVEY IS lHE CALIFORNIA COORDINATE SYSTEM, NAD8J, ZONE 6 AND WAS £STABLISHED BETWEEN STATION NO. v-2002 PER R.0.S. 14023 AND STATTON NO, SDGPS-41 ESTABLISHED BY lHE COUNTY OF SAN DIEGO PER SAN DIEGO COUNTY HORIZONTAL CONIROL BOOK, I.E., N88"54'05"W. lHE COMBINED SCALE FACTOR AT STATTON V-2002 IS 0.999944419, GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MEASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCE. Tl-IE MAPPING ANGLE AT STATTON V-2002 IS 0'32'51.881" QUOTED BEARINGS FROM REFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN Tl-IE TERMS OF SAID SYSTEM. BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STD. SURVEY LOCA TlON: WELL ON CENTERLINE OF EL CAMINO REAL RECORDED: COUNTY OF SAN DIEGO BENCHMARK OESIGNA TlON NO. R/800, 288+89EC ELEVATION: 311.407 MSL DA TUM: NGVD 29 ~)~ WORK TO BE DON~ Tl-IE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE fl!Tl-1 Tl-IE FOLLOWING DOCUMENTS, CURRENT AT Tl-IE TIME OF CONS/RUCTION, AS DIRECTED BY Tl-IE CITY ENGINEER. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS Tl-11S SET OF PLANS RESOLUTION NO. 6!62.? 6363 DATED 12/5/07 1. 2. J. 4. 5. THE STANDARD SP£CIFICA TIONS FOR PUBLIC WORKS CONS/RUCTION (GREEN BOOK). 6. 7. 8. 9. SOILS REPORT AND RECOMMENDA TJONS BY SOUTl-lERN CALIFORNIA GEO TECH -ROBERT /RAZO DA T[D 1 t1_Jf.06 Tl-IE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. ENVIRONMENTAL APPROVAL DOCUMENTS DATED OCTOBER JO. 2007, STORM WATER POLLUTION PREVENTION PLAN PR[PARE:0 BY FUSCO[ ENGINEERING DA TED JAN 2008 WDID NO. 9J7CJ50955 10. STORM WATER MANAGEMENT PLAN PREPARED BY -~P~A=U-L~H=A~AL=A=ND~- DA TED FEBRUARY. 2008 . '5,VJl\llf" 06•<.:>7 11. CALIFORNIA STORM WATER QUALITY ASSOC/A TlON BMP CONS/RUCTION HANDBOOK AND CAL /RANS CONS/RUCTION SITE BMP MANUAL. LEGEND DESCRIPTION EXISTING SEWER LINE EXISTING WATER LINE EXIST. WATER GATE VALVE EXIST. BLOW OFF ASSEMBLY EXIST. AIR RELEASE ASSEMBLY PROPERTY LINE PROPOSED UTILITY EASEMENT PROPOSED 8" WATER LINE DWGNO. 400-8, 400-88, 400-8C 400-8, 400-88, 400-8C 400-8, 400-88, 400-8C 400-8, 400-88, 400-8C 400-8, 400-88, 400-8C PROPOSED 8" SEWER LINE • - PROPOS£D STORM DRAIN LINE PG PLAN DWG 955-9A SEWER DROP ACCESS HOLE(PRJV4T£) S-2 6" SEWER SERVICE: LAERAL(ffllVA'rE) S-7 WATER GATE VALV[ (SIZE PER PLAN) CMWD W-16, W-13 BLOW-OFF ASSEMBLY CMWD W-6 AIR-VACUUM VALVE ASSEMBLY CMWD W-7 DETECTOR CHECK VALVE ASSEMBLY CMWD W-22 IRRIGATION SERVICE CMWD W-4 FIRE HYDRANT ASSEMBLY CONCRETE THRUST BLOCKS PROP 8" FIR£ SERVICE (PRIVA11=) PIV/FDC WITH CONCRETE PAD SEWER MAIN CLEANOUT BACKFLOW INSTALLATION TRf>JC.ff RE:$vllM~IJt, At--/A-~- P.C-l. DRIVEWAY CMWD W-12 CMWD W-15 , W-18 PER DETAIL ON SHEET J S-6 CMWD W-20 ~S-ZS" CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS --·---·----- -----()---- -----·--{$) ■ SJ .. 1·¢: o 1 --·--0---·-- "AS BUILT" QUANTITY 400 LF 118 LF 1 EA. 2 EA 5 EA. 1 EA. 1 EA. 1 EA. 1 EA. 2 EA. 16 165 LF 1 EA. 1 EA. 2 EA. {4o S.F. '9o$.F. 31'lS-F. DEVELOPER 1 DI NO. OF F.H.(s).2,..f.FLOw/(¢0 G.P.M. OUT OF _i .. s.H.{S). ,---------------------! BLD SPRINKLE@No .•. F.FLO~.P.M. .✓-:/£LL "7/1/t><"[ P.E. b'!.1»'5C. EXP. 'f-~o-10 DATE DAVID DIRIENZO URBAN W£ST 935 E. SANTA ANA BL VD. SANTA ANA, CA 92701 PH:(714) 557-9250 FAX:(714) 567-9269 OWNER BRESSI RANCH MEDICAL PLAZA, LLC. 936 E. SANTA ANA BL VD. SANTA ANA, CA 92701 PH:(714) 567-9260 FAX:(714) 567-9259 FUSCOE E·N G I N E E R I N G 6390 Greenwich Drive, Suite 170 San Diego, Calif9rnia 92122 tel 858.554.1500 faX"858.597.0335 www.fuscoe.com ~~lkdf'. CARLSBAD MUNICIPAL WATER DISTRICT V-11-,;/10/0t1 DAVID A. HAUSER DATE DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/'rD rM1 DATE t---+-----+-----------+---+---1---1----1 I SH;ET I CITY OF CARLSBAD I SH~ETS 1 :::::::==:..':::::==EN=G:::IN=E:::E:::R=IN=G::::::::D:::EP=A=R=T=M:::EN=T====--''::::::===! WATER & SEWER IMPROVEMENT PLANS FOR: BRESSI RANCH MEDICAL PLAZA TITLE SHEET 9/to/oa DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 /0 DA rt: P If P,,S-1!:.U 11 .. .-;:;;:;=;;;;::;;;;:::===;--;:::::::::~~~~~=~::::;::::::::::::::::~ l--'--'-''-'--lf-'1-Nl.:..TIA-L-+'=-.!..!...:--=:.:....:.::...:_ __________ -+---+---1---+--~ DWN BY: -:c,.,--PROJECT NO. DRAWING NO. ENGINEER OF WORK DATE INITIAL DATE INITIAL CRHVWOKD BBYY·, CT 07-04 455-9 REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL APPROVED: I 0 0 • 2 0 0 ' ~ D u • £ D D ~ , ~ ~ , w > ~ , ~ • , 'W • '• ~ • , '• < • ~ s ' , w ~ , ~ • < ' w < 3 ~ < ' w > u ' < , ~ ~ , rn < N ._ ______________________________________________________ ,_, _________ ,,,.. _______________ ...;,•-·---------... ------------------------....,--------------------------------..1•2 CMWD i I , I 111208 I 11: j I I BUI DING LINE 300 -·--r----- i ,, PROP. FINISH GROUN1.1---~~==t-:-t~:=--:i C.L OF SEWER IATERAL' ~ FF298.50 ,----, --t---,----- ' ' ----,,--lo+ 29'1 o-+---1 P.d.c. SEE PL MBING. !ANS FOR Cc\NTINU1T. ION . 29~.90 IE 6" PVC SE 'ER IATERAL I 300 29 -' @:5.84%-+--L -+----~-a 292 10+02 : ' 10 00 292.31 IE/138 ' ' ~e----l_- 288 I --+-' ----------·---t-- f-----+---· - -+---+---+-----··--+---+,-----+---t--1-1 --+--+··········· -----+--- --· "" " -----------I--- i ® -· .. __ ,.,,, . i 2 8 6 f---+-' : -----: I I ----f--+-----------,------_, ____ -------------1---------------------+--+---7 I ' : ! 1 o-~oo i_J I • __ J_ ___ _ : i __ .L__ 111 ' PROFILE:SEWER LATERAL 11A11 (f'R1VA11) STA. 10+00 TO 10+29.16 PROFILE:SEWER-LINE 11A11 (Pl<IVATt) STA. 10+00 TO 11 +58 I I i I ! I I I . I f'--1_· I . GRAPHIC SCALE IN FEET PLAN VIEW: SEWER-LINE 11A11 ( PRIVATE) STA. 10+00 TO 11 +58 .. .,,. . ..-.. ~--..... ·•- SCALE: 1 "=20' 304 302 300 298 296 294 286 + 58 296 292 288 i I Ff:298.50 ' -__ _l__ 10 29.161 ......-'""--P. C> SEEt- ~• PVC S @ 5.18' 10+02 · r -r 292.79 IE/ ii PL MBING !ANS F R CSNTINUI\TION ! 29r-20 IE ' ER IATERAL -----------------1--- 11 i 10 oo 1p+~9_,4 I _l 300 -296 292 288 UTILITY -CONSTRUCTION NOTES (j) 6" FIRE HYDRANT ASSEMBLY PER C.M. W.D. W-12 (D 2· AIR RELEASE C.M.W.D. W-7 Q) FOCAF"ll¥-W¥FWW ~'11'{,TAN~t>"> (D 2." PVC /RR/GA 110N WA 7ER SERVICE PER C.M. W.D. W-4 @ WATER METER SIZE PER PLAN © 8" PVC AWWA C900 ~ CL 2/X) WATER LINE (}) 8" PVC A WWA C900 ~ CL 2£0 FIRE SERVICE @ DETECTOR CHECK VALVE ASSEMBLY PER C.M.W.D. W-22 @ SEWER DROP ACCESS HOLE PER CITY OF CARLSBAD STD DWG S-2 @) PVC SEWER LINE, SIZE PER DA TA TABLE @ SEWER SERVICE LATERAL PER CITY OF CARLSBAD STO DWG S-7 @ GATE VALVE PER C.M.W.D. W-1J, W-16 @ THRUST BLOCK PER C.M. W.D. W-1.5 , W-18 @ FIRE SERVICE PER C.M.W.D. W-22 @ STORM Of... ,IN PER PRECISE GRADING PLAN DWG 4.5.5-9A @ REMOVE END CAP &-CONNECT TO EXIS11NG @ SEWER MAIN CLEANOUT PER CITY OF CARLSBAD STD DWG S-6 @ BACKFLOW INSTALLA110N PER C.M.W.D W-20 @) PROPOSED TRENCH AND RESURFACING LIMITS. REPLACE EX. CURB, GUTTER, AND SIDEWALK TO MATCH EXISTING SEWER DATA NO. DELTA/BRG RADIUS LENGTH REMARKS (D N08"09' 10"E --67.96' a· PVC N SDR-35 ® N08"09' 10"E --48.04' a· Pvc N sDR-35 Q) N08"09' 10"E --4.00' 8" PVC N SDR-35 © Na1 •50• so·w --29. 15' 6" PVC N SDR-35 @ N81 "50' 50"W --27.16' 6" PVC N SDR-35 PROFILE:SEWER LATERAL 11 B11 (Pr<1vA1E) STA. 10+00 TO 10+29.16 ' HORIZONTAL SCALE: l "=20' VERTICAL SCALE: 1"=2' A 2 DRIVEWAY PLAN VIEW DETAIL II~ FUSCOE ENGINEERING 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 fax"858.597.0335 www.fusco8.com A '-r----.----,~S~1~A L.-NOTES: END CON . SIDEWALK (MATCH EX.) SCALE: 1"=10' 10 I 1. ALL SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPECIF/CATIONS", LATEST EDITION AND THE STANDARD SPECIF/CA 110NS FOR PUBLIC WORKS CONSTRUC110N, LA TEST EDIT10N (GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA 110N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCA VA 110N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS. J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT-OF-WAY A CITY RIGHT-OR-WAY PERMIT SHALL BE REQUIRED. 4. BEFORE ANY CONNEC110N TO THE CITYS EX/SITING SYSTEM, A WATER/SEWER CONNECTION PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND THE PUBLIC WORKS MAINTENANCE AND OPERATIONS DESIGNEE. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HRS PRIOR TO THEIR DESIRE TO BEGIN CONSTRUC110N. TELEPHONE: (760) 4J8-J891. "AS BUil T" ~~ DATE GRAPHIC SCALE IN FEET 10 ! 20 30 1---<1 Rffebu~ INSPECTOR ' fSHrril CITY OF CARLSBAD I SH~ETS I 1----1----+-----------------+---+--->----t---t L.:_j ENGINEERING DEPARTMENT 1----1----+-----------------+---+--->----+---t 1----1----+----------------+---+--t---t---i WATER & SEWER IMPROVEMENT PLANS FOR: BRESSI RANCH MEDICAL PINA UTILITY PLt,N -SEWER APPROVED: rt, M.AUSER 1----,--::-t..,:--+-..-.-=--=-..,.,.-=-----------+---t---t---+---i ~D:;EP-:;_U;::1Y~C'::':11Y:'::::::EN:::G::IN:'::E=':ER~P:::E:::::33:::0:::81::::::E=:X::::Pl::::RE::S::6:::::::30::'.:;':11':::::::D::::A'::':TE:=~ 7-1-0'I PII A~~UII.-T" DWN BY: !PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL C E REVISION DESCRIPTION HKD BY: (T 07-04 455-9 ENGINEER OF WORK OTI-iER APPROVAL CITY APPROVAL RVWD BY: - .. CMWD -,--,•··••---"- 111208 e 0 , ? 0 0 N ~ D u ~ " 0 N 0 ~ s le z 'W • ,! " 0 • ~ w ~ ~ ~ " w ~ ~ z 5 0 " , w Ii' • i; ' 1,I " 0 ~ I' 'ii • '1 :, I; ' 'I' C '4. z w < N 5 0 ~ < " 0 w • ~ z < ~ ~ ~ w " rn < N i 0 ~ " 0 ~ I\) " ~ a " ! ~ w ~ w ' , ~ , ;;; ~ N ~ ~ u w " ~ > --·; ,. r 11 I ,1 1, UTILITY -CONSTRUCTION NOTES (D 6" FIRE HYDRANT ASSEMBLY PER C.M. w.o. W-12 @ 2• AIR RELEASE C.M. W.O. W-7 @ FOC CONNECTION AFTER BACKFLOW PREVENTDR PER CITY sros. (D 2" PVC IRRIGATION WATER SERVICE PER C.M. W.O. W-4 @ WATER METER SIZE PER PLAN © a• PVC AW.WA C900 ~ CL 200 WATER LINE (J) a• PVC AW.WA C900 ~ CL 200 FIRE SERVICE (PR/VA TE) @ DETECTOR CHECK VALVE ASSEMBLY PER C.M.W.0. W-22 ® SEWER DROP ACCESS HOLE PER CITY OF CARLSBAD STD OWG S-2 @) PVC SEWER LINE, SIZE PER DA TA TABLE @ SEWER SER\lfCE LATERAL PER CITY OF CARLSBAD STD OWG S-7 @ GATE VALVE PER C.M.W.O. W-1J, W-16 @) THRUST BLOCK PER C.M. W.O. W-15 , W-18 @ FIRE SER\lfCE PER C.M. W.D. W-22 @) STORM DRAIN PER PRECISE GRADING PLAN OWG 455-9A @ REMOVE ENO CAP & CONNECT TD EXISTING @ SEWER MAIN CLEANOUT PER CITY OF CARLSBAD STD OWG S-6 @ BACKFLOW INSTALLATION PER C.M. W.O W-20 @) PROPOSED TRENCH ANO RESURFACING LIMITS. REPLACE EX. CURB, GUTTER, ANO SIDEWALK TO MATCH EXISTING WATER DATA (CL-200) NO. OELTA/BRG RADIUS LENGTH REMARKS (1) N04'J4'21"\I/ --74.24' a• PVC C900-0.. 200 <2' N08'09' 10"E --80.28' a• PVC C900-0.. 200 (3> N08'09' 10"E --10.00' 8" PVC C900-0.. 200 (4' N08'09' 10"E --6.48' a• PVC C900-0.. 200 '' 9) N07'07'42"\I/ 45.67' 2' Cll'PER SERV. 'Q> N85'25'39"E --5.02' 2' OJPPER SERV. ,J > N04'0J'25"\I/ --17.34' 2' OJPPER SERV. <l' ) N08'09'04"E --28.52' 2• OJPPER SERV. > N81 '50' 39"\I/ --14.53' 6 • PVC C900-0.. 200 1> N81'50'J2"\I/ --20.00' 8' PVC C900-0.. 200 l<s> N08'10'25"E --10.00' a• PVC C900-0.. 200 NOTE: 20 40 60 I GRAPHIC SCALE IN FEET 300,-~--,---,------,---,---,--r---r---,--,---,--,---,--,------,--,---,--,------i7,--,--~ 294 292 ( ,,: f-----~ C, 290 ~ ,.,..,-.',,f===J===r==r-t-----J--t---t----t---t----t---r--t--1t-,-, 10 00 11 00 f-----~-----~--~---~--~ --------~-------~--·-~ -~---------- PROFILE:WATER-LINE 11A11 STA. 1 0 + 00 TO 11 + 71 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: l "=2' SCALE: 1 "=20' SEE RIGHT WATER LINE 181 GRAPHIC SCALE IN FEET 296 w 294 292 288 1----t ··---------- PRO 1• FINISH GROU D @Cl OF W TER LINE 286 f-----t---t---t------· 2 84 c-------,--- --\\:[o . 282 f-----+--+--+ +----+-----,f-----t-S---·--- ~-1--+--+--+--➔ 5 >-+--\-t--t--t--K 6 278f----j----t--+--+- 10 00 PROFILE:WATER-LINE 11 811 STA. 10+00 TO 12+23.48 SCALE: 1 "=20' " ------.,, ___ --·--+-----+---+----+----+----+--+----i t----------t----+----+---t----+- +---1---------·------ -· ----f---+--l-----1----1----+---+--t----- --V) II~ N, I' 12 00 N81"50'50"\I/ 87.35' a• PVC C900-0.. 200 N86 '54' 10"E 11. 14' 8" PVC C900-0.. 200 N86'54'10"E 124. 98' a• PVC C900-0.. 200 NoJ·os·so·w 15. 02' 6 • PVC C900-0.. 200 "AS BUil T" ~~ 7/1/01 EXP. 'J-3<:>-lo DATE REVIE\fD BY: ,/ ; / -4£/.vl ~ IN~ECTOR ' l-----+--+----~-------t---1t------i-----i-----i I SH;ET I CITY OF CARLSBAD I SH~ETS I ~=:::::..'.==:::::E:::.N::G::IN::E::ER:::IN=G::::::D:::::E=PA=R=TM:::::::EN=T==:::'...':==:::::; ~111!, FUSCOE hi ... -= ENGINEERING 6390 Greenwich Drive, Suite 170 Son Diego, California 92122 tel 858.554.1500 fax"858.597.0335 www.fuscoe.com DA TE INITIAL ENGINEER OF WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION omrn APPROVAL CITY APPROVAL WATER & SEWER IMPROVEMENT PLANS FOR: BRESSI RANCH MEDICAL PLAZA UTILITY PLAN -WATER 1 I ~ ,.'/() OS APPROVED: DAVID Al H-o/5_W' ~ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/10-A!~ DWN BY: __ _ CHKD BY'/~- RVWD BY~ PROJECT NO. CT 07-04 CMWD DRAWING NO. 455-9 ', \ 111208 080409 C 0 .e 0 ' 0 ~ • ~ E 0 ' ~ J ✓, z <\ / ~ , ., > 0 ' ~ I " • ~ ~ ~ X ~ ~ ✓, z :s c.. z ~ ? y ~ , 0 < u 0 z " < ~ 'i ~ ~ u 0 " > I u ~ < I ✓, _, ., I n < ~ ~ 0 ~') " 5 w ., < I ✓, a ✓, ~ " w • ~ z < I y r c. j J y ,