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HomeMy WebLinkAboutDWG 426-2; DC 04-01; KELLY RANCH PRESCHOOL CENTER WATER LINE; 01-02GENERAL 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 PORllON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER AODlllONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 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 CORRECllON OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCllON. All PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER 111LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERllFICA TE OF INSURANCE MUST BE FIUED 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 POLICY MUST HA VE A RA]NG OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RAllNG GUIDE. 5. NO WORK SHALL BE COMMENCED UNllL 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 DATE OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS 111LL BE MADE TO THESE PLANS 1'11THOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED 111THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITUE SHEET. 8. ORIGINAL DRA\\1NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9, THE ORIGINAL DRAl'l1NG SHALL BE REVISED TO REFLECT AS-BUILT CONDlllONS 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 llMES DURING CONSTRUCllON. 11. WHERE TRENCHES ARE 111THIN 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 STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT 111LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR 1'11THIN TWO WORKING DAYS OF COMPUETION OF FIELD TESTS. THE WRITTEN FIELD COMPACllON REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPUEllON OF THE FIELD TESTS. 12. A PRECONSTRIJQTION MEETING SHAI I BE HELD AT lliE SITE PRIOR TO lliE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTAllVES RESPONSIBLE FOR CONSTRUCllON, INSPECTION. SUPERVISION, TESllNG AND All OlliER ASPECTS OF lliE WO~K, THE CONTRACTOR SHALL SCHEDUUE THE MEEllNG THROUGH THE PERMIT CLERK438-3634) AT UEAST FIVE(5) WORKING DAYS PRIOR TO STARllNG CONSTRUCllON. APPROVED DRA\\1NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. All INSPECllON REQUESTS OTHER THAN FOR PRECONSTRUCllON MEEllNG 111ll BE MADE BY CAWNG THE ENGINEERING 24-HOUR INSPECllON REDUEST LINE AT '619 l 438-3891. INSPECllON REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON IdE DAY BEFORE lliE INSPECTION IS NEEDED, INSPECllONS rnLL !:SE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHER\\1SE. REQUESTS MADE AFTER 2: 00 P .M. 111LL 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 REGULAllONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITllNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SH0\\1NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROllECllON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVAllON OF SUCH TRENCH OR llRENCHES OR DURING THE PIPE l'.JSTALLATION 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 EXCAVA llON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTAAI ISHED RY Jl:/E CONSTRIICTION SAFETY ORDERS, nn F R CALIFORNIA ADMINISTRAllVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVAllON PERMIT MUST BE SUBMlillD TO THE INSPECTOR PRIOR TO EXCAVAllON. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCllON, OPERATIONS \\lll CEASE IMMEDIATE! Y, AND THE PERMlffiE 111LL NOllFY THE CITY ENGINEER, OPERAllONS 111LL NOT RESTART UNllL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM 11-IE 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, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED 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 OPERA llONS SHALL BE CONDUCTED ON WEEKENDS OR HOUDA YS. (A UST 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 Al ONG IHE HAUL ROUTE OR ADJACENT SIBEETS AS A RESULT OF IHE GRADING OPERA llON. 19. NO BLASTING SHALL BE COMMENCED 111THOUT A CITY ENGINEER APPROVED BLASllNG PROGRAM. 20. THE EXISTENCE AND LOCA llON OF UllLITY STRUCTURES AND FACILlllES SHOWN ON THE CONSTRUCllON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABUE RECORDS. A TTENllON IS CALUED TO THE POSSIBLE EXISTENCE OF OTHER UllLITY FACILlllES OR STRUCTURES NOT SHOWN OR IN A LOCAllON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UllLITIES SHOWN ON THE PLANS AND ANY OTHER EXISllNG FACILlllES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCAllON OF ALL EXISllNG FACILlllES ( ABOVEGROUND AND UNDERGROUND ) 'MTHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCllON TO PERMIT THE REVISIONS OF THE CONSTRUCllON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT 111TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOllFY AFFECTED UllUTY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK 111TH A COMPANY REPRESENTAllVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 ADELPHIA CA BUE COMMUNICAllONS f 760l438-7741 COX COMMUNICATIONS 760 806-9809 CITY OF CARLSBAD(STREETS AND STORM DRAIN) 760 434-2980 tlTY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGUITO WATER DISTRICT (760)633-2650 'LEUCADIA COUNTY WATER DISTRICT (76[753-0155 VAUECITOS WATER DISTRICT (760 744-0460 tlLIVENHAIN WATER DISTRICT (760 753-6466 'BUENA SANITAllON DISTRICT (76 )726-1340 'AS APPROPRIA l1E I:' \[ngr\27,36\daycare site \Plans \Improvement \27J6ip0/.dwg 4/25/2005 4: 42: 49 PM PDT STREET NOTES 1. ACTUAL STRUCTURAL SECllONS 1'11LL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITfED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLIES SHALL BE SHOWN ON THE "AS-BUILT" PLANS, NO DIRECT BURIAL STREET LIGHT FOUNDAllONS 111LL BE ALLOWED, ALL LUMINAIRES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UllLITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCllON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS, 4. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 1'11TH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WALL PIPE. 5. WHERE AN EXISllNG PIPE UNE IS TO BE ABANDONED IT SHALL BE REMOVED 111THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 111TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE 1'11LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF llTUE 24, CALIFORNIA ADMINISTRAllVE CODE. 7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET 111THIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG Ml 9. 9. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. KELLY RANCH CORE AREA CITY Of' ocp.NSIDE N HIGHWAY ~ PACIFIC OCEAN CITY OF" VISTA CARLSBAD TRACT NO. WORK to BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED iN ACCORDANCE, 111TH llHE FOLL0\\1NG DOCUMENTS, CURRENT AT THE llME OF CONSTRUCllON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. RESOLUllON NO.'S 4960 THROUGH 4969, INCLUSIVE, All DATED JUNE 12, 2001 AND THE ADMINISTRAllVE APLLICATION LETTER FOR DAYCARE CENTER PERMIT DATED NOVEMBER 9, 2004. 5. THE STANDARD SPECIFICAllONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) 6, SOILS REPORT AND RECOMMENDAllONS BY PACIFIC SOILS DATED 10/17 /97 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAl'l1NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDlllONS (CDP 97-43(A)) RESOLUTION NO. 4965 DATED 6-12-01. 9. THE CARLSBAD MUNICIPAL WA llER DISTRICT'S STANDARDS AND SPECIFIC A llONS FOR SEWER AND WATER. 10. THE CALIFORNIA DEPARTMENT OF TRANSPORTAllON, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES", 11. THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICAllONS DOCUMENT NO. 769692. 12. THE CALIFORNIA DEPARTMENT OF TRANSPORTAllON STANDARD PLAN, DOCUMENT NO. 769691. LEGEND ITEM STANDARD DRAl'l1NG PROJECT BOUNDARY SYMBOL CARLSBAD MUNICIPAL WATER DISTRICT NOTES (POTABLE) EXISTING CONTOUR -------------10- EX. SLOPE--- ---------- ------------. -'\J 2:_[ ¥_~0_,\j_ EX. 3' TYPE 'B' BROW DITCH---D-75 ---------- ----=;> =;> =;> EX. STORM DRAIN --PER DWG. 377-3----- 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCllED IN ACCORDANCE 111TH THE "CITY OF CARLSBAD -GENERAL DESIGN REQUIREMENTS AND STANDARDS AND SPECIFICAllONS FOR CONSTRUCllON OF PUBLIC POTABLE WATER FACIUllES, DA TED 20D4, OR THE L, '.EST REVISION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVAllON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVAllON AND SHALL PROVIDE PROOF OF OSHA NOllFICAllON AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCllON SAFETY ORDERS. 3. BEFORE ANY CONNECllON '.:R. SHUT DO\\'N OF VALVES ON EXISllNG C.M.W.D. UNES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTRNDENT. 4. A PRECONSTRUCllON CONFERENCE MEEllNG SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCllON BEGINS. THE CONTRACTOR SHALL NOllFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCllON (TEUEPHONE N0,[619] 438-3891) FOR SCHEDULIN_G. 5. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER \LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 6. THE EXACT HORIZONTAL AND VERllCAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 1'11TH THE "CARLSBAD RECLAMA llON RULES AND REGULA llONS FOR THE CONSTRUCllON OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECllON. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECllON CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA llVE FORM OF PROTECllON. 'DECLARATION OF RESPONSIBLE CHARGE' I HEREBY DECLARE THAT I AM THE ENGINEER OF WORI< FOR THIS PROJECT, THAT I HAVE 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 WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICAllONS BY llHE CITY OF CARLSBAD IS CONFINED TO A REVIEW ONLY DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PROJECT DESIGN CONSULTANTS ADDRESS.: __ 7:...:D:..:.1 _:B:.._::S-"TR.c.:E:.::E"'T,c-=:..SU~l""TE'--=-8-=-cOO'-------- CITY, STATE: SAN DIEGO, CALIFORNIA ---~~---------- TELEPHONE: (619) 235-6471 ~~~--------,--------µ _ ... .h . 'J...,}. BY: ~ ™OGREGORY M.-SHIELDS R.C.E. N0. _ _;4.;::2.;_95:.c1 ___________ _ REGISTRATION EXPIRAllON DATE: 03/31/06 -~~----- DEVELOPER '============::: NAME: KELLY RANCH HOLDING, LLC ADDRESS: 9811 W. CHARLESTON BLVD. #2-372 LAS VEGAS, NV 89117 NOTE: THE CONSTRUCllON OF UNDERGROUND FACILlllES SHALL NOT BEGIN UNTIL A LETTER HAS BEEN SUBMITTED TO THE CITY ENGINEER FROM THE SOILS ENGINEER STAllNG THE SETTLEMENT FROM ROUGH GRADING IS COMPLEllE. REFERENCE DRAWINGS CITY OF CARLSBAD : DA TE: c;;. "2 • er;,- CANNON ROAD -333-2G EVANS PT. -335-7, 335-7A VILLAGE E -363-3, 3A, 3B & 3C KELLY RANCH CORE IMPROVEMENTS -377-3 KELLY RANCH CORE GRADING -377-3A BUILDING PLAN NO. 044127 VICINITY MAP " NOT TO SCALE SPECIAL NOTES THE FOLL0\\1NG NOTES ARE PROVIDED TO GIVE DIRECllONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEERS SIGNATURE ON THESE PLANS DOES NOT CONSllTUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBUE FOR THEIR ENFORCEMENT. 1. THE LOCA llON OF EXISllNG UTILlllES ARE BASED ON AVAILABLE RECORD INFORM A llON. CONTRACTOR SHALL VERIFY THE LOCAllON AND ELEVAllON OF ALL EXISllNG f'ACILlllES (ABOVEGROUND AND UNDERGROUND) \\lTHIN THE PROJECT SITE. THIS WORK SHALL BE PERFORMED SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT CITY APPROVED REVISIONS TO THE CONSTRUCllON PLANS IF ACTUAL LDCA TIONS ARE FOUND TO BE IN CONFLICT 1'11TH THE PROPOSED WORK. CONTRACTOR SHALL NOllFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY OTHER UllLlllES ENCOUNTERED PRIOR TO PROCEEDING 1'11TH CONSTRUCllON. 2. CONTRACTOR SHALL TAKE PRECAUllONARY MEASURE'.S TO PROTECT T~E UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. iANY PAVEMENT OR OTHER EXISTING SURFACE IMPROVEMENTS DAMAGED BY CDNIBACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. : ' i I I 3, SAFETY PRECAUllONS AND ADEQUATE BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT ALL TIMES. NEITHER THE OWNER NOR THE ENGINEER OF WORK 1'11LL ENFORCE SAFETY MEASURES OR REGULAllONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOUELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LA'li'fi AND REGULAllONS. 4. All UENGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE. ' ' 5, THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHA~L BE IN COMPLIANCE 1'11TH ALL CURRENT LOCAL, STATE AND FEDERAL REGULAllONS. 6. THE WORK TO BE DONE SECllON ON THIS SHEET LISTS ll·iE STANDARD SPECIFICATIONS AND DRA\\1NGS USED DURING THE IMPROVEMENT PLAN / GRADING PLAN DESIGN. THESE PLANS HA VE BEEN PREPARED IN ACCORDANCE WITH THE CURRENT EDlllONS OF lHE STANDARD SPECIFICATIONS AND DRAWINGS IN EFFECT ON THE DATE OF THE SIGNATURE BY THE ENGINEER OF WORK. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS A PORTION OF THE WESTERLY LINE OF LOT 196 OF CARLSBAD TRACT 91-3, ACCORDING TO MAP THEREOF NO. 13189, I.E., N00'11'37"E. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON Tl·IESE PLANS WAS GENERA TED BY ___ METliODS FROM INFORMATION GATHERED ON 2003 TOPOGRAPHY SHOWN HEREON CONFORMS TO NAllONAL MAP ACCURACY STANDARDS. "AS BUILT" SURVEY ---------- EX. TYPE 'F' CATCH BASIN----PER DWG. 377-3----- - -::@] EX. TYPE 'A-4' CLEANOUT----PER DWG. 377-3-- - - ---:@]:=: __ , EX. TYPE 'B-1' CURB INLET--PER DWG. 377-3-- -----lor::i EX. RETAINING WALL------------,_,_=,,=- EX. 8" SEWER -------- - ------S-- QUANllTY UNIT 290 570 275 1 1 1 2 1 1 2 0 LF TRENCH RESURFACING SDRSD SDG-107, G-24------~'j LF SAWCUT EXISllNG (AC/PCC) --- ---CARLSBAD --------- LF CONSTRUCTION OF 8" POTABLE WATER MAIN, (375 HGL) CLASS NOTED ON PLANS _____ _ 8" PVC W- EA 6" FIRE SERVICE ____ --CMWD W12-----11----@ F.H. EA CONSTRUCllON OF FIRE HYDRANT ASSEMBLY----CMWD W12 ----------1,.,e>-----f EA 2" WATER SERVICE------------CMWD W4-- ---I ■ @ EA CONSTRUCTION OF 1" IRRIGA llON WA llER SERVICE --CMWD W3 - EA BLOW-OFF ASSEMBLY -----CMWD W6- EA MANUAL AIR RELEASE ASSEMBLY----CMWD W5- EA 8" GATE VALVE------------CMWD W13, W16-------- EA 12" GATE VALVE ------CMWD W13, W16-------- EA THRUST BLOCK------------CMWD W15----- r-1 -■-® 0 ■ @ @ ~ NOTE: THE ABOVE QUANllllES ARE FDR BONDING PURPOSES ONLY AND SHOULD NOT BE USED FOR FINAL PAY QUANllllES. PROJECT DESIGN CONSULTANTS Plannlno I Ulndscapa Ardiltacture ] Environmental I Englnooring I Survey CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S) .1... F.FLowleot, G.P.M. OUT OF .b: F.H.(S). 701 B Stroot. Suite 600 San Dil)l,O, CA92101 6!B.235.6471 Toi 019.234.0349FllX "AS BUil T" JUNE ,------------------BY __ __,_PR"'O""'J"'E"'CT'--=D=-ES"'l-"'GN-'--'Cc=O.,_,N""SU"-'L"-T'-'AN'-'-T'--=S~--------CARLSBAD MUNICIPAL WATER DISTRICT BLDG. SPRINKUED(ID: NO F.FLOW 'lnnli G.P.M. h, ~---d---sJ.,/,,s G'•lb-r-, RCE f'l.'ffl EXP. 1/,;1/ot; DATE ' , PROJECT LOCATION/SITE ADDRESS THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 208-184-06 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 1999601.440 E 6241132.537 --'--'---"-~~------ ADDRESS: 5146 HEMINGWAY DRIVE CARLSBAD, CA. 92008 BENCH MARK DESCRIPllON: 3" BRASS DISK STAMPED LS 4324 LOCAllON: EL CAMINO REAL @ APPROX, STA, 443+00 IN STANDARD CENTERLINE SllREET WELL MONUMENT REGORDED: R.O.S. 43868 RECORDED AT THE COUNTY OF SAN DIEGO ELEVATION: 44.80 FEET DATUM: M.S.L. DATUM 1929 /4 ~,? w-....,.~ ,r/,;/,,5 ROBERTJ.WOJ©IK -DIST,ENGR,RCE 33698 .,, 7DA TE EXP IRA llON 08-30-02 J.RMAR A~ 1 ' D0ATE INSPECTOR ' DATE I SHE1ET I CITY OF CARLSBAD :====:====:==============================:====;====~====~~===:::: ENGINEERING DEPARllMENT PLANS FOR THE IMPROVEMENTS OF: KELLY RANCH (CT 97-16 (A)) PRESCHOOL CENTER l---+----+----~--------~l----+----+----1------l CT 97-16 (A) WA1ER LJNE ~===========~=-==========~ APPROVED: LLOYD HUBBS di"' &,!_~14"-,..;/-;, RE 23889 12(31/05 S'/,//4,_', t----+--+----------------+---l-----,'----1------l clfY ENGINEER d PE EXPIRES DATE t-;;D-:-A:-:::TE=-rl::cN:c:ITC'-:IA7L-t-----------------t--:D:-cA-=T=-E+::-IN""lll=-AccL-+-cDcc-AccT=E--t-clN-,.,1=1l7ALc-i ~rD'.:':WN'.::::'.'.:':BY'.'.'.'.:'.:::':'.:::'.'.:=,;-;:::::::::'.P::'.'.R=O=JE::C:::T=N:::O::.=~=D::'.R::A::W'.:IN=G=NO=.~ REVISION DESCRIPTION CHKD BY: DC 04-01 426 2 ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL RVWO BY: 'l.,V - / 0 ~ _. G) 0 ~ -· I'-) f'-) 0, . :, I ') o t,-.) 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' .......... -·-·-····-1 .. . ..... ......... ;....... -· .. ... ... . ········• .... ·:::: ... ········~· ·.,•·· .. .. ···::.· ·:-· ... .., ··-··· ........... ·::·:: .. l ···-i .... . ,....... ·i 4 Ir ·-., .... -+--. . ···-·- . ....... ··-·i· .. PROJECT DESIGN CONSULTANTS 701 a Street. Suite BOO SanDieoo, CA92101 619.235.6471 T•I 619.234.0349 Fax Planning I Landscape Architecture I Environmental I Eng/nearing I Survey GREGORY M. SHIELDS, R.C.E. 42951 DATE REGISTRATION DESIGNED BY: EXPIRES 3-31-06 s-1..-~s ~ .. ...... -•-· -....•... .. ··········.:.·: . .. , ... , ....... . . ··t- ······ ........ . ...... ·•····· . ·····:: ...•........... ...... -·•···. . ·············+·-·· ..•.... ....... . 'I ::: .. .· ...... . ' , ... . i ...... . + .......... ;-.::::····--: .........•... ................... 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RAD/US(fl LENGT//(ft) REMARKS I<; > N86'49'J6'E -----69.BJ 8" PVC CL 150 WAlfR MAIN N74'50'0J'E -----70. 48 • <> N51"5414J•w -----134.40 • LEGEND: (j) 1RENCH RESURFACING PER SDRSD SDG-107, G-24 (V PR/VA TE BACKFLOW PROTECTION FOR WATER AND ARE SERVICES PER CITY OF CARLSBAD STANDARDS. EXISTING CURB & GUTTER EXISTING AC PAVEMENT : -···· ·•·· •····:.:!.::.:.-···· JO' PR/VA TE ORI\IEWA Y ... ' -·· -···· .... ;. ..... . ....... -.. ,. ·········+·· ' ........ :·.:-...... ··-~· - 11 1/4· BEND 1HRVsr BLOCI< 45• BEND ~. • ·•. •,;. ~ PER W-15 a• PVC CL 150 WATER MAIN ' ~~·. ·~ '. ~ / 1 . ~=53'15'14• rGxPJ I STA. 2+11.60 DETAIL• WAlER BEND NO SCALE 11 1/4"8EIIP 8" PVC CL /50 WAffR /,(ft//J .... Pf fJxK, STA. 1t3i'.li>4 D£1AIL = WATicB BEND ND SCALE ~·;;···· ~ . . II AS BUILT" ~~ PROPOSED CURB PER NO. 426-2A '----PROPOSED 8" PVC WATER MAIN ,)&3 ~ DATE SECTION: DRIVEWAY (PRIVAlE) R~J:;•g~ ~~30] PM REVIEW: SURVEY REVIEW: NO SCALE INSPECTOR , DATE 1---t----+------------+---+---+--t----i I SH2EET I CITY OF CARISBAD I SHEETS I ENGINEERING DEPARlMENT 2 :=:::::==:-..===========-====: /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCR IPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: KELL Y RANCH (CT 97-16 (A)) PRESCHOOL CENTER CT 97-16 (A) WA1ER UN£ APPROVED: LLOYD HUBBS <1 J- ,?' 6 c ~ ~~-74RE 23889 12/31/05 CITY ENGi EER~ PE EXPIRES DWN BY: __ _ PROJECT NO. CHKD BY: RVWD BY:~_,-,.-,-DC 04-01 s/s/e 5 ' DATE DRAWING NO. 426-2