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HomeMy WebLinkAboutDWG 433-8; CDP 04-42; NORTH COUNTY PONTIAC / GMC; 01-02• GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE"10USL Y APPROW BY THE CITY OF CARLSBAD REGARDING IMPROV£MENTS SHO'MI ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOCS NOT LESSEN OR WAIVE ANY POR110N OF THE CARLSBAD MUNICIPAL COOE, RE50LU110N OF COND/110NAL APPROVAL, CITY STANDARDS OR OTH£R ADD/110NAL DOCUMENTS L/STED HERffJN AS THEY MAY PERTAIN TO THIS PROJf:CT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE"15E THESE PLANS ltHEN NON-CONFORMANCE: IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIE\£ THE: DEVELOPER OR ENGINEER- OF -IIORK FROl,t RESPONSIBILITY FOR THE CORREC11DN OF ERRORS ANO OMISSIONS DISCOVERED DURING CONSTRUC110N. ALL PLAN RE"151DN5 SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT f1r()l,t TH£ CITY ENGINEER llllL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A CER11FICA TE OF INSURANCE: MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD/110NAL INSURED ON THE PERMlffiE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.DD FOR EACH OCCURRENCE OF LIABILITY. THE INSURANC COMPANY WR/11 P I U T HA RA11N A ND A IZ CATEGORY OF CLASS V AS ESTABLISHED BY BE515 KEY RA 11NG GUIDE. 5. NO IIORK SHALL 8£ COl,tMENCED LIN11L ALL PERMITS HA VE BEEN OBTAINED FROl,t THE CITY AND OTHER APPROPRIATE AGENCIES. 6. RE"1SION OF THESE PLANS MAY 8£ REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA TE OF THE IMPROVEMENT AGREEMENT. 7. NO RE"1SIONS l!!LL BE IIIADC TO THESE PLANS l!!THOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE RE"1SION BLOCK, ON THE APPROPRfA TE SHEET OF THE PLANS AND 11TLE SHEET. 3. ORIGINAL DRAl!fNGS SHALL BECOl,tE THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRA l!!NG SHALL 8£ REVISED TO REFLECT AS-BUii. T COND/110NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRf AND OTHER EMERGENCY VEHICLES SHALL B£ MAINTAINED TO THE PRO.£CT SITE AT ALL 11MES DURING CONSTRUC110N. II. llf-lFRE TRENCHE'.S A~ \tl'II-IIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF": (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPAC110N CURVES, SHALL. BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT l!!LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR l!!THIN J1II'.) WORKING DAYS OF COMPLE110N OF FIELD TESTS. THE 'M?lmN FIELD COMPAC110N REPORT(S) SHALL BE IMMEDIATELY SUBMlmD TO THE CITY ENGINEERING INSPECTOR UPON COMPLE110N OF THE FIELD TESTS. 12. A PRfCONSJRUCUDN UFFTING SHAil 8f HflQ AT 1HE SIT[ PRIOR m THf BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA 11VES RESPONSIB~ FOR CONSTRUC110Nt INSPECTT~ SUPER"1Sl0\ TES11NG AND ALL OTHER ASP CTS OF 7H£ WORK. TH CONTRACTO SHALL SCH DUL[ THE MEE11NG BY CALLING THE /NSPEC110N LINE AT (760) .f38-J634 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STAR11NG CONSTRUC110N. APPROVED DRA'MNGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPEC110H REQUfSTS QTHQI THAN FOR PRECONSTRUC110N Mrr11NG IIILL r'f MAD Y ALLIN THE GINEERIN 4-HOUR I SPEC110N RE EST LIN A 760 .f38-JB91. INSPEC110N REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. INSPEC110NS WILL B MAD THE NEXT WORK DAY UNLESS YOU REQUEST OTHER'MSE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRAC~ SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE"1CF:S, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA110NS. 15. TH! CONTRACTOR SHALL CONFORM TO LABOR COOf SEC110N 6705 BY SUBMIT11NG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR OTHER PR0"1S/ONS TO BE MADE OF 'IIIORKER PROTEC110N FROM THE HAZARD OF CA "1NG GROUND DURING THE EXCA VA 110N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLA 110N 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 PRl<:Y? TO EXCAVA 110N. If lf:/E PlAN VARIES FROM THE SHORING SYSTEM STANDARDS fSTARl 1$HFD RY II/£ CQNS7Rf/CUON SAEFTY DRDFRS nn £ B CALIFORNIA AQMINISTRA 111'( CODE, 1HE PLAN SHALL BE PR£PARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCA VA 110N PERMIT MUST BE SUBMlffiD TO THE INSPECTOR PRIOR TO EXCA VA 110N. 16. IF ANY ARCHAEOLOGICAi.. RfSOURCfS ARC DISCO\£REO IIITHIN ANY 111'.JRK ZONE DURING CONSTRUC110N, DPERA TIONS MIi CEASE IMMFDIA m Y; AND THE PERMITTEE ltlLL N011FY THE CITY ENGINEER. OPERA 110NS WILL NOT RESTART UN11L THE PERMITTEE HAS RECEIVED WRlffiN AUTHORITY FROM THE CITY ENGINEER TO DO 50. 17. ALL OP£RA 110NS CONDUCTED ON TH[ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTT.JRE OR OPERA110N OF TRUCKS. EARTHM0"1NG EQUIPMENT, CONSTRUC110N 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 OPERA 110NS SHALL BE CONDUCTED ON YrITKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) Ill ~ OF'F'-SI~ H~ ROU~ SHALL f!faf!1-BM!TTEO BY THE ~ONTRACTOR 1Q ¥Jf ENGINE¢: F APPRVAL 7WO WORKING DAYS P iQR TO BEGINNING WORK, 1HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROU)f DR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA 110N. 19. NO Bt..AS11NG SHALL BC C0/1/ENCED WITHOUT A CITY ENGINEER APPROW BLAS11NG PROGRAM. 20. TH£ EXISTENCE: ANO LOCA 110N OF U11LITY STRUC7URES AND FACIU11fS SHOWN ON THE CONSTRUC110N PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A ffiN110N IS CALLEO TO THE POSSIBLE EXISTENCE OF OTH£R U11LITY FACILl11ES OR STRUC7URES NOT SHOWN OR IN A LOCA 110N DIFFERENT FROM THAT SHO'MI ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU110NARY MEASURES TO PROTECT THE U11Ll11ES SHO'MI ON THE PLANS AND ANY OTHER EXIS11NG FACILl11ES OR S1RUCTURES NOT SHOv.N. 21. TH£ CONTIUCTOR SHALL \£RIFY THE LOCA110N OF ALL EXIS11NG FAC1U11ES ( ABOVEGROUND AND UNOCRGROUNO ) WITHIN THE PRO.ECT SITE SUFFICIENTLY AHEAD OF THE CDNSTRUC110N TO PERMIT THE RE"1SIONS OF THE CONSTRUC110N PLANS IF IT IS FOUND THAT THE ACTUAL LOCA 110NS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL N011FY AFFECTED U11LITY COMPANIES rsrr BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STAR11NG CONSTRUC110N NEAR THEIR FACILl11ES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTA 11VE. UNDERGROUND SERVICF: ALERT SDG&E PACIFIC BELL ADELPHIA CABLE COMMUNICA 110NS COX COMMUN/CA 110NS CITY OF CARLSBAD(STREETS AND STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WA J!'R) 'SAN DIEGUITO WATER DISTRICT 'LEUCADIA COUNTY WATER DISTRICT "VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT *BUENA SANITA 110N DISTRICT • AS APPROPRIATE (800)422-413J .(800)660-7343 (800)892-0123 ~ 760)438-7741 760)806-9809 760)434-2980 (760)438-2722 (760 )633-2650 ~ 76~753-0155 760 744-0460 760 753-6466 (76 ~ 726-1340 0:\817 -North County GMC\817-01\dwg\817-01 Water Plans-Cover.dwg 11/22/2005 10:10: AM PDT STREET NOTES 1. AC7UAL STRUC7URAL SEC110NS llll.L BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SEC110N MUST BE SUBMlffiD TO THE ENGINEERING INSPECTOR FOR RE"1EW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PI.ANS,UNDERGROUND CONDUIT RUNS, SER"1CF: POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA110NS IIILL BE ALLOWED. ALL LUMINAIRES SHALL BE ·cur OFF" TYPE. J. ALL UNDERGROUND U11Ll11ES AND LA J!'RALS SHALL BE INSTALLED PRIOR TO CONSTRUC110N OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL BF: REINFORCED CONCRETE PIPE 111TH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE U11LIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED 'MTH 3/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SDR JS SOLID WALL PIPE. S. ltHERE AN EXIS11NG PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED ltlTHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE IIILL BE PLUGGED ltlTH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. ltHEELCHAIR RAMPS SHALL BE INSTALLED PER RfQUIREMENTS OF 11TLE 24, CALIFORNIA ADMINISTRA 11VE CODE. 7. STREET TRITS SHALL BE INSTALLED PER SEC110N IV D.J OF THE CITY OF CARLSBAD LANDSCAPE 1,/ANUAL. 8. FIRE HYDRANT MARKERS SHALL BE Pl.ACED IN THE STREET IWTHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DI¾'.; M19. 9. ALL SUR\.£Y MONUMENTS AND POINTS THAT ARf 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. SEWER NOTES 1. ALL SEl\£"R MAIN AND APPURTENANCES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE llfTH THE "CITY OF CARLSBAD SEWER SYSTEM -DESIGN CRITERIA, STANDARD DRAWINGS AND SPEC/FICA 110NS, LA TEST ED/110N AND TH£ STANDARD SPECIFICA 110N5 FOR PUBLIC WORKS CONSTRUC110N, LA TEST ED/110N(GREEN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVA 110N PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY £XCAVA 110N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS J. BEFORE CONSTRUC110N BEGINS IN ANY PUBLIC RIGHT-OF-WAY A CITY RIGHT-OF-WAY PERMIT SHALL BE REQUIRED. 4. BEFORE ANY CONNEC110N TO THE CITY'S EXIS11NG SYSTEM, A WA 1E'R,ISEl\£R CONNEC110N PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER AND THE PUBLIC WORKS MAINTENANCE AND OPERA 110NS DESIGNEE. S. THE CONTRACTOR SHALL N011FY THE Cl1Y OF CARLSBAD ENGINEERING INSPEC110N 48 HOURS PRIOR TO THEIR DESIRE TO BEGIN CONS11WC110N. TELEPHONE: (760) .f38-3891. WATER NOTES 1. WAJ!'R 4t RECYCLED WAJ!'R MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE 111TH THE "CITY OF CARLSBAD ENGINEER/NG STANDARDS" VOLUME 2 & J, DA TED JANUARY 2004. 2. THE CONTRAC~ SHALL OBTAIN AN EXCAVA 110N PERMIT FROl,t THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA 110N AND SHALL PR0"1DE PROOF OF OSHA N011FICA 110N AND SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUC110N SAFETY ORDERS 3. BEFORE ANY CONNEC110N OR SHUT DOlltl OF VALVES ON EXIS11NG C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROW BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUC110N CONFERENCE l,/Ef11NG SHALL BF: Hf'.LD A MINIMUM OF 7 DAYS BEFORE CONSTRUC110N BEGINS. THE CONTRACTOR SHALL N011FY THE CITY OF CARLSBAD ENGINEER/NG /NSPEC110N 48 HOURS PRIOR TO BEGINNING OF CONSTRUC110N, TELEPHONE N0.(760) .f38-3891 FOR SCHEDULING. 5. NO TRITS OR STRUC7URES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXIS11NG TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF ~K -ANY EXCEP110NS SHALL REQUIRE WRlffiN PERMISSION FROl,t THE DISTRICT ENGINITR. 6. THE EXACT HORIZONTAL AND VER11CAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCA TEO BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL 7. ALL RECLAIMED WA J!'R MAINS ANO APPURTENANCES SHALL Bf CONSTRUCTED IN ACCORDANCE llfTH TH£ "CARLSBAD RECLAMA 110N RULES AND REGULA 110NS FOR THE CONSTRUC110N OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT", OCTOBER 1993 OR AS AMENDED. 8. ALL BURIED. COPPER PIPING AND APPURTENANCES SHALL Bf PROTECTED BY MEANS OF CATHODIC PROTEC110N. IF DEVELOPER/OVttlER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTEC110N CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER l!!LL CONSIDER AN AL TERNA 11VE FORM OF PROTEC110N. •oECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINE£R OF MJRK FOR THIS PRO-ECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SEC110N 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONS/STANT 111TH CURRENT STANDARDS. I UNDERSTAND TflAT THE CHECK OF PRO-ECT DRA'MNGS AND SPECIFICA110NS BY T1IE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF MJRK. OF MY RESPONSIBtL/11ES FOR PRO-ECT DESIGN. CORNERSTONE ENGINlEERllNG, XNC. 11100 TRUXTIJN A'w£Nt.lE, SUITE -400 BAKERSFIELD, CA 93301 TB.: (661) 325-947◄ FAX: (661) 322-01211 1120 IIIISSIOH A'4:NUE OCEANSIDE, CA 9205-4 TEL: (760l 722-3495 FAX: (7!0 722-!MOCI CONSUL TING Cl'v1L ENGINEERING AND LAND SURl/£Y!NG www.cornerstoneeng.com STEVEN J. BARGER RCE 34318 I z/ro (ts TE " J. " ,, '1,jl ~ ~ 0 No. 34318 :,, Reg. Exp. 9/07 VICINITY MAP NOT TO SCALE CITY or OCEANSIDE }a \ BENCH MARK PROJECT SITE PACIFIC OCEAN LOT2 EXISTING SERVICE BAYS ANO SERVICE/PARTS OFFICE TO BE DEMOLISHED AND RESURFACED W1TH ASPHALT PAVING IN PHASE 2 PARTS OFFICE REFERENCE DRAll'INGS: CITY or ENCINITAS _., "-I ,' I I - "'""'~ LefTI3 ~~J CITY OF CARLSBAD'S DRAWING NO. 166-9 (PROJECT 1(12-25) BASIS OF BEARINGS; THE BEARING OF S.00"23"«"W SHOWN FOR THE CENTERLINE OF PASEO DE NORTE AS SHOWN ON CARLSBAD lRACT NO. 72-3 (RECORDED AS MAP NO. 7492) WAS USED AS THE BASIS OF BEARING FOR THESE IMPROVEMENT PLANS. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY GROUND SURVEY 1,/ETHODS FROM INFORMA110N GATH£RED ON .AJNE 30 , 2004 BY CORNERSTONE ENGINEERING INC, TOPOGRAPHY SHOWN HEREON CONFORMS TO NA 110NAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PRO.ECT IS LOCATED WITHIN ASSE:SSORS PARCEL NUMBER(S) 211-060-09 THE CALIFORNIA COORDINATE INDEX OF THIS PRO-ECT IS: N 350 E 1 71 BENCH MARK CITY OF CARLSBAD SURVEY CONlROL STA llON ,CLSB-057, BRASS CAP LOCATED ON THE SIDEWALK APPROXIMATELY 25 FEET SOUTH OF THE SOUTHWEST RETURN OF CANNON ROAD AND AVENIDA ENCINAS. ELEVATION -44.01 FEET WATER IMPROVEMENT PLANS FOR NORTH COUNTY PONTIAC/GMC CITY or VISTA EXISTING 10' WIDE GEN. !:ASE. FOR UTILITY, Sl~WALK & LANDSCAPING ;t-...__,,,tsTfNG 11frWATER METER/BACKFLOW PREVENTER i: XISTING FIRE HYDRANT LOT6 LINE "B" E SHEET 2) EXISTING 7' WATE=R METER/BACKFLOW PREVENTER XtSTING FIRE HYDRANT KEY MAP CARLSBAD MUNICIPAL WATER DISTRICT ~·'2 ~ tt,~ v~ Q~•• ROBERT J. WOO< ~ATE DEPUTY CITY ENGINEER R.C.E. 33698, EXP. &/30/06 /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE IMPROVE:MENT l+l'.JRK SHALL 8£ PERFORMED IN ACCOROANCE l'il"TH THf' FOLLOWING DOCUMENTS, CURRENT AT THE 11ME OF CONSTRUC110N, AS DIRECTED BY THE CITY ENGINE£R. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLU110N NO. 5914 & 5915 OA TED JUNF 15 2005 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUC110N (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA110NS BY NORCAL ENGINEERING REPORT NO 11262 Q4DAIED APRIi OB 2004 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIRED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DE'-FLOPMENT PERMIT COND/110NS DATED JUNE 15. 2005 (CDP 04-42, RES. NO. 5915) 9. THE CARLSBAD MUNICIPAL WATER DISTR1crs STANDARDS AND SP[CIFICA 110NS FOR WATER, S£WER AND RECLAIMED WA T£R. LEGAL DESCRIPTION LOT NO. 3, CARLSBAD TRACT NO. 72-3, IN THE CITY Of CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THtREOF NO. 7492, FILED IN THE OFFICE \ OF THE COUNTY RE CORDE~ OF SAN DIEGO COUNTY ON NOVEMBER 30, 1972. SITE ADDRESS 5425 PASEO DEL NORTE DRIVE CARLSBAD, CA. 92008 OWNER/PERMITEE CARLSBAD AUTO PARK PROPERTIES, LLC. -OWNER NORTH COUNTY PONTIAC/GMC-PERMITEE 355 WEST ~STA WAY VISTA, CA. 92083 760-806f5129 DESCRIPTION 6" FIRE HYORANT ASSEMBLY 8" P.V.C (CL 150) WATER LINE 6" P.V.C. (CL 150) WATER LINE TEE, ELS W/THRUST BLOCKS 8" GATE VALVE 6" GATE VALVE PRIVATE 6" ABOVE GROUND DOUBLE CHECK VAL VE DETECTOR ASSEMBLY WITH 6" GATE VALVE. (SEE SPECIAL NOTE SHEET 2) 6" SEWER LATERAL TO EXISTING 1 O" SEWER MAIN SEWER CLEANOUT 2" MANUAL AIR RELEASE ' LEGEND DWG. NO. W-12 W-15 W.16 W-16 W-16, W-22 S..IJ S..IJ W..IJ SYMBOL ~ aw- ~'W- AS SHO\NN ON PLANS 8"0\/ -----0-- 6"GV -----0-- ~ --e·"S- ©....._ __ ■ QUANTITY 2EA. 550 LF. 23LF. 5'EA. 6 1EA. 1 EA 1 'EA. 1 EA. 1 EA. 2 EA. CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" 1 REQUIREMENTS NO. OF F.H.(s)Lr.FLow l$fJ() G.P.M. OUT oF _Lr.H.(s). BL/ S!'RINKLED@NO ... F.FLOWla:OG.P.M. P.E. EXP. DATE ~E MAR?Q;~h-'Affiot, REVIEWED BY: INSPECTOR ,, DATE I SH~ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT IMPROVEMENT PLANS FOR: NORTH COUNTY PONTIAC/GMC 5425 PASEO DEL NORTE DRIVE APPROVED: GLEN P~Y' -,4 " f~~--~C!-A. CITY ENGINEEE 51274~P. 9/30/07 ~.ot. DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ OTHER APPROVAL CITY APPROVAL RVWD BY: CDP 04-42 433-B 'J 70 611 86 64 62 80 52 50 48 N ~ ~~ ~ ~ z !fl~ < ""'< 31: o, 1~ Ow -~;;,; <-' " ~ 0.. z < .31: F 0.. <II 0 <II .,o x ,-..+ w +o ~ "' If) < .;_ ,-1-~ <11Vl z "" :I ':!;' ~ 0 <.) INST ~LL 96:1: LF OF 8" a. 150 PVC HYDRAULIC GRADE LINE -255 ~--EXIST. 1 O" VC SEWER If INV.• 48.50 -IX) 2 ci co .; <O ~ (0 (!) "-I!: 50+00W STA ,:.t7~1S, PASEO OC·NORTE .· . -CONNECT Td EXIST, SEWER . 6"INV:=48.~0 PER STD S0 il ~~ ~-·. -- 96. 5 EXIST. SIDEWALK EXIST. FIRE H'IVRANT B. --< - ~NDscAPEDAREAr.P:o.e. !~ -~ ~~-,,- ' . \ \ \ PROPOSED CLEANOUT PER STD. S~ CORNERSTONE ENGJ[NJEERllNG, INC. l600 mt.lXTUN A\.ffiUE, SUflE -+00 8Al(ERSFIELD, C.lli 93301 TEL: (661) 325-9-474 : FAX: {661) J22-012!il 120 MISSION A\mll[ OCEANSIDE, CA. 92054 TEL: (760) 722-3495 FAX: (760) 722-9.490 CONSUL TING Cll/lL ENGINEERING ANO LANO SUR\f'r1NG www.cornerstorteeng.com STEVEN J. BARGER RCE 34318 / DATE 0: \817 -North County GMC\817-01\dwg\817-01 Water Plon5.dwg 11/22/2005 9: 10 AM PDT If) "' N .... .; ~ <O I!: 51+005 GROUND SURFACE OVER WATER LINE PROFILE ' INSTALL 274:1: IF OF 8" Cl 15d PVC HYDRAULIC GRADE LINE -255 -'o .... :3 ,-.: .; "' N ~ ~ <D <D I!: I!: 52+005 LINE "A" PLAN & PROFILE SCALE: 1" = 20' HORZ. 111 = 4' VERT. 1/0 DOST/NG SfKfR CONC LATrRAL · fXISnNG AREA LIGHT (TYP.} ------ WALK BUILDING FF=67.90 B ILDING FF=67.90 WATER LINE DATA TABLE LABEL BEARING LENGTH 1 N.89°36'16'W. 98.00' 2 s.00•23•44•w. 274.00' 3 N.89°36'16'W. 98.00' 4 N .67'53'44"E. 79.28' 5 N.22'06'16'W. 22.68' EXISTING 30't DRIVEWAY .. V V ~ . V • COMMENTS 8"PVC CL 150) 8"PVC CL 150) 8" PVC (CL 150) 8" PVC CL 150) 6" PVC (CL 150) N ... <O "' N ~ <D I!: • V . • .. " • . 444, 66 64 11 62 6 58 56 54 52 50 48 N ,,., IX) -<O ... N ,ri ,ri (0 N N ~ co co <D <O I!: e I!: (!) "- 53+005 @ STA 12+57S, PASEO OE NORTE ORY TAP. REMOVE EXISTING 12" AC PIPE TO NEAREST JOINT ON EITHER SIDE OF TIE-IN. REPLACE WITH 12" C900 PVC. INSTALL 12"x12''x8" FLG TEE & TB. EXIST SIDEWALK ·o · r.~b!71. '--,;l O _LA_N_D_sc_A_P_E_o_AR_E_A_+- ExIsTING RIGHT-OF-WAY OF PASEO DEL NORTE I I _ _ _J 20' WIDE PUBLIC WATER EASEMENT TO CMVIO REC. ___ _ DOC. ___ _ PR NO. 05-113 (3)8"GV 53+50S ---STA.53+71.00S LINE "A"= STA.9+02.00E LINE "B" INSTALL: 1 EA.~ 8" FLG.TEE V 2 EA.~ 8" GV (FLGxPJ) 1 EA.~TB. 1 EA.~8" G.V. (FLGxFLG)) ~ ' \ NOTE: THE FIRE SPRINKLER DESIGNER SHALL DETERMINE THE ACTUAL SIZE OF FIRE SERVICE LINE, DOUBLE CHECK VALVE DETECTOR ASSEMBLY, AND GATE VALVE PRIOR TO THE CONSTRUCTION OF SAID IMPROVEMENTS AS SHOWN ON THESE PLANS. . ~ ~ :c • • • m ID w"' ID • • ~~ • ~ ~ "' I-:0 ,ll z z ::J ::J < ~ )( '"" GROUND SURFACE OVER m ~ ~ • <.) WATER LINE PROFILE 'll 0 "' • ..J ..,: :c ci IX) a:, ,.._ -0, O> w ~ -'I-+ "" -'Vl ~ .... Li: <::, g I-et:: ~ ~ ~~ (/) V) 64 62 60 58 56 --IOI .NTICAL POINi __ __,.. / j "NSTALL 24:1: LF OF 8" CL 150 PVC · INST ALL 79:1: LF OF 8" CL 1'50 PVC 54 52 HYDRAULIC GRADE LINE • 255 50 48 B+OOE ..J w ~ _ _, ,,,,a:i N1- _,Vl _,::, <°' ~i! ;;,;,\I 11• • < a:,• • w wz z ::J ::J • .Vl ..,a ao a· ·"' "',.._ a+ +n 0, If) < .;_ ,--.1- (/) (/) I I ,_.. .1 wg w ..J I-a:, :01-<II ..J ::, ..J a: i~ (/) z -11 9+00E >= = I ~ • 8 N ... . INSTALL 4± LF OF 8" CL 150 PVC INSTALL 98:!: tF OF !I" CL 150 PVC HYDRAULIC GRADE LINE • 255 ,. EXIST. 10" VC SEWER ----'-'·•-.V INV.• 49.19 LINE "B" PLAN & PROFILE ' I I . j J,, 0 \ SCALE: 1" = 20' HORZ. 1" = 4' VERT. J 62 60 58 5& 54 52 50 411 10+00£ '\ I I \, ~\ 0 • • . • I \\ 9il;-f~ 1,\~'9:"~ ~'11 \\ ~ ' ~ . EXISTING IMPROVEMENTS PER CITY OF CARLBAD IJ'M'.3. NO. 166-9 7 t---+----le--------------+---+---+----+-----11 SH2EET I CITY OF C ARlSBAD I SHE2ETS I :===.::::=::::::::E=NG::l::N:::EE::R::IN=G:::::D:::E=PA::R=T:::M::E:::N=T==::.:==~ /1\ DA TE INITIAL DATE INITIAL DA TE INITIAL ENG1NEER Of WORK REVlSION DESCRIPTION OTHER APPROVAL CITY APPROVAL IMPROVEMENT PLANS FOR: NORTH COUNTY PONTIAC/GMC 5425 PASEO DEL NORTE DRIVE APPROVED: GLEN PRUIM,,9Y d (' Z<~ ~c:c'/e-/ /, ~C--,,:1r""Y~EN_.G .. INC.E""E"'i!?l"-''T.,EE..J,51:'.122<'.lw7"",,;;iE~X~P!,'. ".]g"", ;=,30~11~,0=7-~DA\:c/, OWN BY: PROJECT NO. ~~~ ~~; ~ CDP 04-42 DRAWING NO. 433-8