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HomeMy WebLinkAboutDWG 437-8; PIP 05-18; OPUS POINT LOT 23 & 24; 01-05GENERAL NOTES /. THIS PLAN SI.IPERSE[)ES All OTHER PLANS PREVIOUSLY APPROVE[) BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS, 2. APPROVAL OF THIS PLAN [)0£S NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MI/NICIPAL CO[)£, RESOLUTION OF CON[)/ TIONAL APPROVAL. Cl TY STAN[)AR[)S OR OTHER ADDITIONAL [)OCI.IMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVER£[). J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVEREO OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROMPTLY SI.IBM/ TTEO TO THE Cl TY ENG/NEE/i FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL 8£ RE0/.1/REO FO/i ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST SE FILED NAMING THE Cl TY OF CARLSBAD AS AN AOOITIONAL INSI.IREO ON THE PERMITTEE'S POLICY IN THE MINIMI.IM AMO/.INT OFSl,000,000.00FOREACH OCCI.IRRANCE OF LIABILITY. THE /NSI.IRANCE CC\W'ANY WRITING THE POLICY MI.IST HAVE A RATING OF 'A-• ANO A SIZE CATEGORY OF CLASS VAS ESTABL /SHED BY ·BESTS' KEY RATING 61.110£. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES, 6. REVISION OF THESE PLANS MAY BE REOI.IIREO IF TH£ PROPOSE[) IMPROVEMENTS ARE NOT CONS TRI.IC TEO PRIOR TO THE [)£AOL !NE OAT£ OF THE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MAOE TO THESE PLANS WI THOI.IT THE WR/ TTEN APPROVAL OF THE Cl TY ENGINEER, NO TEO WI THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNE[) BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-81.1/LT CONDITIONS SY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE C1TY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAIN TA INEO TO THE PROJECT SITE AT All TIMES DI.IRING CONSTRUCTION. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF.- IA) S/.IMMRY SHEET, /BJ LABORATORY WORK SHEETS ANO IC) COMPACTION CURVES, SHALL BE SUSMITTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG Bl.IS/NESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Will BE SI.IBM/ TTEO TO THE Cl TY ENGINEERING INSPECTOR WITHIN TWO WORKING OAYS OF COMPLETION OF FIELD TESTS. THE llf?ITTEN FIELD CC\W'ACTION REPORT/SJ SHALL BE J!,M£0/ATELY SI.ISMITTEO TO THE CITY ENGINEERING INSPECTOR /./PON COMPLETION OF THE FIELD TESTS. 12. A PRECONSTRI.ICT!ON MEETING SHAil SE HF/D AT THE SITE PRIOR TD [HF BEGINNING OF WORK ANO SHALL 8£ ATTENDED BY All REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEOI.ILE THE MEETING THROUGH THE PERMIT CLERK (4J8-J89I) AT LEAST FIVE (5) WORKING OAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEOI.IL I NG. IJ. All INSPECTION REOI.IESTS OTHER THAN FOR PRECONSTRI.ICTION MEETING Will 8£ MAO£ BY CALL ING THE ENGINEERING 24-HOI.IR INSPECTION REOI.IEST LIN£ AT (160/ 438-3891. INSPECTION REOI.IESTS MI.IST 8£ RECEIVE{) PRIOR TO 2.-00 P,M. ON THE DAY BEFORE THE INSPECTION IS NEEOEO. INSPECTIONS WILL 8£ MAP£ THE NEXT WORK OAY UNLESS YOU REOI.IEST OTHERWISE. REOI.IESTS MAO£ AFTER 2.-00 P.M. WILL 8£ SCHEOI.ILEO FOR TWO Fl.ILL WORK OAYS LATER. 14, THE OWNER AN0/0/i APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL [)£SIGN, CONSTRI.ICT ANO MAINTAIN All SAFETY DEVICES, INCLI.IOING SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STAT£ ANO FEOERAL SAFETY ANO HEAL TH STANOAROS, LAWS ANO REGI.ILATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6105 BY SI.IBM/ TT/NG A DETAIL PLAN TO THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARO OF CAVING GROI.INO 01./RING TH£ EXCAVATION OF SUCH TRENCH OR TRENCHES OR [)I.IRING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST SE PREPARED FOR ALL TRENCHES FIVE FEET (5'/ OR MOR£ IN DEPTH ANO APPROVE{) BY TH£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANPAROS ESTABL !SH£[) SY THE CONS TRI.IC Tl ON SAFETY ORDERS, Tl TL£ 8 CAL /FORNI A AOMINISTRATI VE CO[)£, THE PLAN SHALL BE PREPARE[) BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERM/ T MI.IST SE SI.ISM! TT£[) TO TH£ INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOI.IRCES ARE OISCOVERE[) WITHIN ANY WORK ZONE [)I.IRING CONSTRUCTION, OPERATIONS WILL CEASE /1,M£0/ATEL Y, ANO TH£ PERM/TT££ Will NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AI.ITHOR!TY FROM THE CITY ENGINEER TO [)0 SO. 17. ALL OPERATIONS CONOI.ICTEO ON THE SI TE OR A[)JACENT THERETO, INCLUDING WARMING I.IP, REPAIR, ARRIVAL, OEPARTI.IRE OR OPERATION OF TR/JCKS, EARTHMOVIN6 £01./IPMENT, CONSTRUCTION EOI.IIPMENT AND ANY OTHER ASSOCIATED GRAO!NG EO/JIPMENT SHALL 8£ LIM/TEO TO THE PER/00 BETWEEN T.-00 A.M. ANO SUNSET EACH DAY, MONOAY THRU FRIDAY ANO NO EARTHMOV/Nri OR rJRAO!Nri OPERATIONS SHALL 8£ CONOI.ICTEO ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOL IOAYS IS AVAILABLE AT THE ENGINEERING OEPARTMENT COUNTER. J 18. ALL OFF-SI TE HAI.IL ROI.I TES SHALL 8£ SI.ISM/ TT£[) BY THE CONTRACTOR TO THE CI TY ENG I NEER FOR APPROVAL TWO F/JLL WORK I NG OA YS PR I OR TO BEGINNING OF WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCI.IRRING ALONG THE HAI.IL ROUTE OR ADJACENT STREETS AS A RESI.IL T OF THE GRAOING OPERATION. /9, NO BLASTING SHALL BE COM'JENCEO WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE ANO LOCATION OF UT/LI TY STRI.ICTI.IRES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OSTAINEO BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO TH£ POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OH STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOI.IIREO TO TAKE 01./E PRECA/JTIONARY MEASI.IRES TO PROTECT THE 1./TIL I TIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FACILITIES /ASOVEGROUNO ANO 1./NDERGROI.INOJ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONS TRI.IC Tl ON TO PERM/ T THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOi.iN[) THAT THE ACT/JAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED /.ITILITY COMPANIES /SEE BELOW/ AT LEAST TWO Fl.Ill WORKING OAYS PRIOR TO STARTING CONSTRI.ICTION NEAR THEIR FACILITIES ANO SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. 1./NOERGROI.IN[) SERVICE ALERT 5008£ S8.C AOELPH I A COM\IIJN I CA Tl ONS Cl TY OF CARLS8AO /STREETS ANO STORM ORA/NJ Cl TY OF CARLSBAO /SEWER, WATER 8 RECLA /MEO WATER/ 81./ENA SANITATION [)/STRICT (800/ 422-4/JJ ( 800 J 660-1J4J /800) 892-0123 I 160/ 438-1741 I 160/ 434-2980 /160) 438-2122 (160) 126-/340 X IJ14 OPUS POINT LOTS 23-24 STREET NOTES I. ACTUAL STR/.ICTI.IRAL SECTIONS Will BE OETERMINEO AFTER "R' VALi/£ TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 00/NG 81./SINESS IN TH£ FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARE[) BASEMENT SOIL. THE "R' VALUE TESTS ANO THE £NGIN££REO STRI.ICTI.IRAL SECTION MUST 8£ SI.IBM/ TTEO TO THE ENGINEERING INSPECTOR FOR REVIEW ANO APPROVAL A MIN/MI.IM OF TWO /2) CITY WORKING [)AYS BEFORE TH£ WORK BEGINS. 2. STREET L /GHTS SHALL BE INSTALL£[) AS SHOWN ON THESE PLANS, UN[)ERGROUN[) CON0/.1/ TRI.INS, SERVICE POINTS ANO HANO-HOLES SHALL 8£ SHOWN ON TH£ "AS-BUILT' PLANS. NO 0/RECT BI.IRIAL STREETLIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "Cl.IT OFF' TYPE. J. ALL 1./NOERGROUNO I.IT/LI TIES AN[) LATERALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF CI.IRSS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM ORAIN PIPE SHALL SE REINFORCEO CONCRETE PIPE WITH A MINIMUM D-LOAO OF 1,350. FOR PRIVATE STORM ORAIN PIPES, UP TO /5' PVC MAY BE I.ITIL IZEO PROV/[)£[) OEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH J/4• ROCK PER S[)RSO S-4 TYPE ·c• ANO PIPE MEETS ASTM STAN[)ARO JOJ4 FOR SOR 35 SOL 10 WALL PIP£. 5. WHERE AN EXISTING PIPE LINE IS TO SE ABANOONEO IT SHALL BE REMOVE[) WI THIN TWENTY FEET OF 81./ILO!NG OR STREET AREAS ANO REPLACED WI TH PROPERLY COMPACT£[) SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVE{) AS APPROVEO SY TH£ CITY ENGINEER. 6. WHEEL CHA IR RAMPS SHALL 8£ INSTALLED PER REOI.IIREMENTS OF Tl TL£ 24, CALIFORNIA AOMIN!STRATIVE COO£. 7. STREET TREES SHALL 8£ INSTALL£{) PER SECTION IV O.J OF THE CITY OF CARL SBAO LANDSCAPE MANUAL. 8. FIRE HY[)RANT MARKERS SHALL SE PLACE[) IN THE STREET WI THIN THE L !Ml TS OF WORK OF THIS PLAN PER SDRS OWIJ M/9. 9. ALL Sl!RVEY MONUMENTS AN[) POINTS THAT AR£ 0/STI.IRSEO BY THIS WORK SHALL BE R£-£STA8L /SHEO, PERPETI.IATEO, AND [)OCI.IMENTEO PER THE PROFESSIONAL LAN[) SURVEYORS ACT. 10, TWO /2/ SETS OF SURVEY (Cl.IT/ SHEETS SHALL 8£ PROV/0£0 TO TH£ CITY ENGINEERING INSPECTOR. SEWER NOTES I. ALL SEWER MA IN ANO APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE ·cITY OF CARLSSAO ENGINEERING STANOAR[)S VOLI.IME I, CHAPER 6 ANO VOLI.IME J', OAT£[) Jl!NE, 2004 OR TH£ LATEST EOI TION. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE [)/VISION OF !NO/ISTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL A[)H£RE TO ALL PROVISIONS OF TH£ STATE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO TH£ DISTRICT'S EXISTING SYSTEM, A PERMIT SHALL BE OSTAINEO FROM THE [)/STRICT, IT Ml/ST BE SIGNED AN[) APPROVED BY TH£ OISTRICT'S ENGINEER ANO S/.IPERINT£N[)£NT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PI.IBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERM! T SHALL BE REOUIREO. 5. THE CONTRACTOR SHALL NOTIFY THE Cl TY OF CARL SSA[) ENGINEER/NG INSPECTION 48 HOI.IRS PRIOR TO THE BEGINNING OF CONSTRI.ICTION. ( TELEPHONE NO. {160} 438-3891 J CAIWO WATER NOTES I. WATER MAIN ANO APP/.IRTENANCES SHALL BE CONSTRI.ICTEO IN ACCORDANCE WITH THE "CITY OF CARLSBAO ENGINEERING STANOARPS VOL/.IMES 2 8 J•, OATEO JUN£, 2004 OR THE LATEST £01 TION, 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM TH£ 0/VISION OF INOI.ISTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL PROV/OE PROOF OF OSHA NOTIFICATION ANO SHALL ADHERE TO All PROVISIONS OF THE STATE CONSTRUCT/ON SAFETY ORPERS. J. BEFORE ANY CONNECTION OR SHI.IT OOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERM/ T SHALL BE OBTAIN£[) FROM TH£ C.M. W. [)_ OFFICE ANO Ml/ST 8£ S/GNEO ANO APPROVED BY DISTRICT ENGINEER ANO 0/STRICT SUPER I NTENOENT. 4. A PRECONSTRI.ICTION CONFERENCE MEETING SHALL BE HELO A MINIMI.IM OF T OAYS BEFORE CONSTRI.ICTION BEGINS. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOI.IRS PRIOR TO BEGINNING OF CONS TRI.IC Tl ON f TELEPHONE NO. {160} 602-2180/ FOR SCHEOI.IL ING. 5. NO TREES OR STRI.ICT/.IRES SHALL 8£ ALLOWED IN TH£ WATER LINE EASEMENT, ALL EXISTING TREES ANO STRI.ICTI.IRES SHALL 8£ REMOVED PRIOR TO CO!,M£NCEMENT OF WORK -ANY EXCEPTIONS SHALL REOI.IIRE WR/ TTEN PERMISSION FROM TH£ {)!STRICT ENGINEER. 6. TH£ EXACT HORIZONTAL ANO VERTICAL AL /GNMENT ANO TYPE OF MATERIALS OF TH£ FIRE LIN£ LOCATED BETWEEN THE OETECTOR CHECK VALVE AN[) 81.1/L[)/NG SHALL 8£ OETERMINEO BY THE CITY OF CARLSBA[) FIRE MARSHAL. 7. ALL RECLA/MEO WATER MAINS AN[) APPURTENANCES SHALL BE CONSTRI.ICTEO IN ACCOR[)ANCE WI TH THE "CARLSBAD RECLAMATION RULES AN[) REGULATIONS FOR THE CONSTRI.ICTION OF RECLAIM£[) WATER MAINS -CARLSBAO MUNICIPAL WATER OISTRICT', OCTOBER !99J OR AS AMENPEO, 8. ALL BI.IRIEO COPPER PIPING ANO APPI.IRTENENCES SHALL 8£ PROTECT£[) BY MEANS OF CATHO[)/C PROTECTION. IF [)£V£LOP£R/OWNER CON[)UCTS A SOILS TEST REPORT ANO [)£MONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER Will CONSIPER AN ALTERNATIVE FORM OF PROTECTION. CAIWO CONSTRIJCllON NOTES I. ALL POTABLE WATER SERVICES SHALL 8£ I' ANO ALL POTABLE WATER METERS SHALL 8£ 5/8' /UNLESS OTHERWISE NOTE[) ON PLANS/, 2. ALL WATER METER BOXES SHALL 8£ Ir x JO• x 12" POL YMER CONCRETE AS MANI.IFACT/IREO SY ARMORCAST OR EO/JAL. J. MINIMUM SPACING BETWEEN POTABLE WATER LATERALS ANO SEWER SERVICES SHALL 8£ 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL 8£ FL/.ISH WI TH TH£ FINISHED 51./RFACE GRADE. IMPROVEMENT PLAN P.I.P. 05-1B PROJECT LOCAllON THIS PROJECT IS LOCA TEO WITHIN ASSESSORS PARCEL NOS. 221-880-11 ANO 221-880-12. THE CAUFORN/A COORPINATE INPEX OF THIS PROJECT IS N 1992 E 6258. SOIJHCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA T£O BY AERIAL TOPOGRAPHIC SIJR'vFY BY SAN-LO AERIAL SURVE'rS ON JULY lt 1991. £X/STIN(; MASS GRAPING SHOWN PER APPROVED CITY OF CARLSBA[) [)WG. NO. 409-IA. LEGAL DESCRIPllON LOTS 23-24 OF CARLSBAD TRACT NO. 98-10, CARLSBAD RACEWAY, IN 77-1£ CITY OF CARLSBAD, COUNTY OF SAN 0/EGO, STATE OF CALIFORNIA, ACCORDING TO MAP 77-IEREOF Na 15013, FILED IN lliE OFF/CF OF 77-IE CO/JNTY RECORDER OF SAN DIE(;(} COUNTY, MAY J, 2005 AS FIL£ No. 2005-0371022 OF OFFICIAL RECORDS. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS TH£ SOUTHERLY UN£ OF PARCEL MAP No. 15250, I.E N 89'45'58" W. REFERENCE PLANS CITY OF CARLSBAD DRAWING NO.s 409-f, 409-lA "'"1efl p . I OWNER/DEVELOPER • OPUS 1/f"ST CORP. 4350 LA .JOI.LA l,?LLAG£ PRIVE, SUITE 110 SAN DIEGO. CA 92121 PHONE· (858) 546-4100 CIVIL ENGINEER/LANO SURVEYOR O'!JAY CONS/Jl TANTS, INC. 2710 LOKER AV£N/JE 1/FST, S/JITE 100 CARLSBAD, CA. 92010 (160) 931-7700 C,i,i,l,\10 ! ~l 0~ VISTA PACIFIC OCEAN CITY or ENCINITAS VICINITY MAP NO SCALE DECLARATION Of RESPONSIBLE CHARGE ll.£CTRONIC DATA FIi.ES ARE Ft'R HEFERENCE J HEREBY DECLARE THAT I AM THE ENG/NEER OF WORK FOR THIS PROJECT, llfAT I HA 'vF EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN ON llfE PROJECT AS OEFIN£0 IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. J /JNOERSTANO THAT THE CHECK OF PROJECT DRAWINCS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT R£/.IE'vF M£, AS ENGINEER OF WORK, OF MY RESPONSISIUTIES FOR PROJECT DESIGN. O'!JA Y CONS/Jl TANTS, INC. 2710 LOKER A'vFNUE /lf"ST, S/JITE 100 CARLSBAD, CALIFORNIA 92010 (760} 931-1700 Ku,/l..flt1t,. ~ OA TE: 1/11/~ KE/ llf W. HANSEN R. C.E NO. 60223 EXP. 06/30/08 BENCHMARK: DESCRIPTION: STANDARD STREET SUR'vFY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL ON£ Y ANO ARE NOT TO 8£ USED FOR HORIZONTAL rR VERllCAJ. SfJR'.CY CONTROl CARLSBAD MUNICIPAL WATER DISlRICT ~,,;~~,..~~~ ROBERT J. W ILJ.£33698 7/,1/,;,t, DAfE DEPUTY CITY ENGINEER EXP. 06/30/08 . 1/,J o't <./'I I/ /1. As,~vilh . WONK TO BE DON£ THE IMPROVEMENT WORK SHALL 8£ PERFORM£{) IN ACCOR[)ANC£ WITH THE FOLLOWING [)OCl.l/.1£NTS, CI.IRRENT AT THE TIME OF CONSTR/.ICTION, AS O/R£CT£/J SY THE CITY ENGINEER. I. CARLSBAO MUNICIPAL COPE 2. CITY OF CARLSBAO STANOAROS J. THIS SET OF PLANS 4. RESOLI.IT/ON NOs. 502/ THRO/JGH 503/J OATEO OCTOBER 17, 2001, PIP 05-18 OATEO MARCH IJ, 2006 5. THE S!ANOARO SPECIFICATIONS FOR PI.ISUC WORKS CONSTR/.ICTION (GREEN SOOK} 6. SOILS REPORTS ANO RECOM/JENOATIONS Br GEOCON INCORPORATED DATED AIJGI.IST I 7, 200/ ,t MARCH 7, 2005. 1. THE SAN 0/EGO AR£4 REGIONAL ST.4NOARO DRAWINGS ANO AS !Mr 8£ MOO/FIEO SY TH£ CITY OF CARLSB4!) ST.4NOAROS. 8. ENWRON/JENT.41. APPROVAL [)0CIJM£NTS DATEO OCTOBER 17, 2001 RES. NO. 5031 9. CARLSOO 11.W.O. R/JLES ,t REGI.ILATIONS FOR CONSTRI.ICTION OF POT.4Bl[, RECLAIM£[) ANO SEWER S'fSTE/.IS LATEST REWS/ON OF ST.4NOARPS ANO SPECIFICATIONS. 10. STORA/ WATER POLLUTION PREVENTION PLAN (SWPPP) SY 01l4Y CONS/JLT.4NTS, INC., [)ATEO SEPTEMBER Ii; 2005, 11'{}/0 NO. --------~ NOTE: Q/JANTITl£S ARE FOR BONO/NG P/JRPOSES ONLY. ACTl!Al QUANTITIES MAY "1RY. LE(l£NQ DESCRIPTION DWG. NO. ** EXISTING Cl!RB ,t CI.ITTER EXISTING PEDESTRIAN RAMP TYPE A', . . ••••••••••••••••••• EXISTING PEDESTRIAN RAMP TYPE 's'. . . . . . . . . . . . . . . . . . . .. SYMBOL rY!:~ ~ EXISTING P.C.C. SIDEWALK (4"}. . . . . . . . . . . . . . . . . . . . . . . . _,j_c - ,._ .. EXISTING ALLEY-TYPE ORJ'vFWA Y. • • • • • . . • . • . . . . . . • . . • . • EXISTING STREET LIGHT •••••••••••••••••••••••••••• EXISTING SEWER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING WA TERUNE. • • • • • • . • • • • • • • • • • • • • • • • • • • • • • EXISTING GA TE VAL VE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • EXISTING SLOW-OFF VAL VE ASSEMBLY. • • • • • • • • • • • • • • • • • • • EXISTING A. V.A.. • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • -s-- -0---W- --o---W- ----w- EXISTING EN[)CAP. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -w--, EXISTING FIRE HYDRANT ASSEMBLY •••••••.••••••••••.•••• ---w- 0L EXISTING RECYCLED WATER. • • • • • • • • • • • • • • • • • • • • • • • • • --RW- EXISTING STORM ORAIN. EXISTING TYPE A' C.O .. EXISTING TYPE 'F' C.8. • -SO-· ==@= EXISTING TYPE 's' Cl.IRS INLET. • • • • • • • • • • • • • • • • • • • • • • • • 6" SEWER MAIN (PRIVATE} --s--- SEWER ACCESS HOLE. • • • • • • • • • • • • • • • • .C.M.WO. S-I. ---<0>--- 6" SEWER LATERAL (PRIVATE} •••••••••••••• C.M.WO. S-1. ---,@ a• P.V.C. WATERUNE •. , . . • • • • • . . . . . • . . . . . . • . . . . . . . . --W-- e• CML&C STEEL PIPE • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • --W-- e• GATE VALJ.f ,t VALJ.f BOX ASS£MBLY •••••••• £.11.W.O. W-I6 ••••• -H'~o-- 2• MANl!Al AIR RELEASE ASS£M8L Y. • • • • • • • • .C.M. WO. W-5,,,,., ----W--1?-c'//-CONCRETE THRUST BLOCK •••.••••••••••. C.M.W.O. W-19, [)OUBLE CHECK VALJ.f DETECTOR ASSEMBLY (POCV} •• C.M.W.O. W-22. FIRE H)1)RANT ASSEMBLY (3-WAY) •••••••••• C.M.W.[). W-I2. . -w-liiiil .-__ t... I' WA/cR LATERAL ,t METER •••••••••••• £.M.W.O. W-4 •••••• I• PRIVATE WATERUNE . . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • AS MOOIF/£0 sr CITY OF CARLSB4/J S!ANOAROS FOR Pl!SLIC IMPROV£MENTS " SORSO 1./NLESS NOTED OTHERWISE DESIGNED BY: --® -w-- A.V., J.D. DATE: QUANTITY 580 LF 9 EA TEA 1,510 LF 20 LF 6 EA 2 EA 12 EA / £A 6 EA TEA 110 LF JULY 2006 C~/~TS DRAWN BY: J.D .. C.F. SCALE! AS SHOWN PROJECT MGR.: K.H. JOB NO.: 05-1130 2710 Lok• Avenu• West Civil Engineerin,; ENGINEER OF' WORK: Suit• 100 Planning C0rlsb0d, C0lifornio 92010 Processing ,~#-. - 760-9J1-7700 Surveyin" DATE: 1/11 Lor Fo,c: 760-931 -8680 www .odoyconsultonbl.com RCE: 'fOttJ CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS , -f:ti k-~-· t/4./41 NO. OF F.H.(s)_l.F.FlOW ~,o <;.P.M. OUT OF _:.._f.H.(S). '""-J:::t @N, ... '·""'''-'-'-":'· . I RCf' la /J.ZZ..3 EXP. c;/~ofH, DATE ~~......... ; , ·,;1 f ,) h, rr REV1pvED iJ (l ,4 FIRE I 7\RSHA DA TE ._ A.,,...,,,, 7A • 1-21-o_q_ INSPECTOR --DATE I SH,ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT IJIPROVDH:NT PUN FOR: OP/JS POINT lOT 2.J-2,1 APPROVED BY: A ,. --~ ._ · ~ CONRAD C. HAMMANN f ::.t , of,a • CITY ENGJl'iEER 'PE 33069 EXPIRES 06/30/08 ATi.T RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-I800 308+76 10/17/oi, t'.J /1\ Sews< Aai.-, F L~fe..,,ds i 4'4 +e -r .L "''f e-. '\ (s lbl"l w /,uJ il/J/0!. I 111.rL. OWN BY: PROJECT NO. DRAWING NO. ELEVATION: 291.25 M.S.L. DATUM: NGVO 1929 DATE INITIAL ENGINEER OI' WORK l:\0511311\0530fl01.dw~ Jul 11, 2006 3:01pm )(re&: 05:50Fl; 0530\/IC: 05!1CAN DA INITIAL REVISION DESCRIPTION OTI-IER APPROVAL 0ATE INITIAL CHKD BY:~ CITY APPROVAL RVWD BY: P.lP. 05-18 .f.Jl-8 SCALE: ,. = 60' ---312------- NOTE!/ El.EC'!RONIC DATA fllES ARE FOR REFERENCE avtr ANO ARE NOT ro 8£ (JS[/) FOR HORIZONTAL OR VEHTICAL st//i'ICY CONlRO/.. ---- """ofESSto~ ~~'<'\II. fl41;i);. ~ ~~ ~t, "' -;:; NO. 60223 /ii 15" EXP. 6/30/08 !{3 * * 'i.q,~ CIV\\-f,..~~ or CA\.l~a i I' ,\ '\\ \1 \ A C9./~TS 2710 Loker Avertue West. Chtil Engineerino Suite 100 Planning Corlsb.id. C1;1Jifomio S2010 Processing 750-9.31-7700 Surveying Fen,;; 760-9J1-B680 www.odayconsultonts.com I --- DESIGNED BY: AY. J~ DATE: JULY 2006 DRAWN BY: J.D. C.F. SCALE: JS SHOWN PROJECT MGR.· K.H. JOB NO.: 0~-1130 ENGINEER OF WORK: µ.ffe-,.-DATE: 1/!t/os- KEITH W. HANSEN RCE: 60223 ) + L KEY MAP SCALE: 1" = 60' SHEET INDEX SHEE:T NO. OESCRIPT/ON NO/ES ,t VICINITY Al4P I 2 J ,t 4 5 KEY M4P, TYPICAL SECTIONS, ,t DETAILS WA/ER PLAN SEWER PIAN "AS-BUILT " J{:1t i-~~ t/6/41 I P.E. GoJ2. 3 EXP. ~/Jo/10 DATE , I . REVIE.vtD BY/} (¼L, ~!'A,.,/ /·1.1-44 IIIISPECTOR DATE ' I I \ I • ' \ J. \ I I I: I \ I I I I : I I, I ,! ' ' I I -I. I I :t! ' I I ~jf I -I ' I \ I R/1' BENCHMARK: DESCRIPTION: STANDARD STREET SUR!tf'r MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY ltf'RTICAL CONTROL DATA R-1800 308+16 ELEVATION: 291.25 M.S.L. DATUM: NGV/J 1929 'f \ \ '+ \ MEZ/AMNE \ • v \ \ it~ ~ .I I I ' I / / / I I / I . ' / / / / I I I ' , I I ' I yk11 I ,/ , /, I I I --i 11/1.lo'f F-f"f Ii\ A.-l'i,,ilts . DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION i: \0511J0\0530Fl02.dw; Jul 11, 2001 2; 59pm Krefs 9735.t.GRD; 97J5ASTR; 0530fl; 0530FGRD; 0530FTXT; Cfi30FUTL: 05JOFMAP: 9735AU1\. 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T .... ... ::.::::.· BENCHMARK: DESCRIPTION: LOCATION: STANOARO STREET SURVEY MONUME'NT - APPROX. 1400 FEET SOI/TH CF PALOMAR AIRPORT ROAD ON C£N lERLINE' CF El CAMINO REAL RECORD FROM: NORTH COUNTY VERllCAl CON llWl OATA R-1800 308+76 ELEVATION: 291.25 M.S.L DATUM: N(;VO 1929 DATE INITIAL ENGINEER OF WORK ---. . ..... _ .. ,. -·;· ---· .... , i:.:;.:::: - ............ , ..... -~· ~ ···-: i:.:.: -=----=-~·,··- ' REVISION DESCRIPTION . l:\0511l0\0530f10J-CC.dwg Ocl 18, 2008 2:20pm Xref11 9735AGRO: 9735AS1Ri 0530APRO: 0530FUil-CC: 9735AUil,; 0530FJ; 0530FGRO-CC: 0530FMAP ·--·· ............. . . . ., ..... . 17 DATE INITIAL OTHER APPROVAL ** ........ 1-,... ............ . .. ................... ·--... ----:~~--...... ·---., .. -....... .,_ .. 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(,1/20,/JtJ DATE DATE SCALE: 1 • = ,IQ' BENCHMARK: DESCRIPTION: STANOARD STREE:T SURVCY MONUMENT LOCATION: APPROX. /,f.(){) FEET SOUTH OF PALOMAR AIRPORT ROAO ON CENT£RIJN£ OF El CAMINO REAL RECORD FROM: NORTH COUNTY V£Rl1CAl CONTROL OATA R-1800 308+76 ELEVATION: 297.25 M.S.L DATUM: NGlfJ /929 DATE INlllAL ENGINEER OF \\ORK REVISION DESCRIPTION l:\Cf.>11J0\0530F104-CC.dwg Od 18, 2005 12:29pm Xrefs: 9735AGRO; 9735ASTR; 05JOAPRO: 053!FTKT-CC. 05Ja:UTL-CC: 97J5AUTl: 05JCA; 05JCf'GRO-cc; 05JCFMAP DATE INITIAL DATE INlllAL 011-IER APPROVAL OlY APPROVAL WATER Pl.AH FOR: Ll~RljABY:_ CITY ENGINEER OWN BY: CHKD BY· rocw RVWO BY: OPUS POINT WATERUNE ~• a'boNRAD c. HAMMANN II ll/4, PE 33069 EXPIRES 06 30 08 DA fE' PROJECT NO. 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Suite 100 Carlsbad, California 92010 760-931-7700 Fm,:: 760-931-8680 www.odayconsullonts.com ··a SCAJ.£: , • = #I' Civil Engineering Pl□nning Proce1aeing Surveying DESIGNED BY: A.V •• J.D. DATE: JULY 2006 DRAWN BY: J.D •• C.F. SCALE: 1• = 40' .. ..... ............. ±:::c.::::--: ......... ~·· ... -· .. . ..... ..... ... J. . . "As:13u1LT ,# b,-;;,. .... .....,___... __,_0~~,1<--Co~"~ " t----------------1 P.E. ,0;1,I;, EXP. ii,/;30/10 , , PROJECT MGR •. ·~· ~K~.H~·-JOB NO.: 05 1 ]30 DATE /.22-09 DATE DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: . ...... ·-······ ·-·-r-······ ·t····· STANOARO S"fRE£T SURVEY MONUMENT APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAO ON CENTERLINE OF EL CAAi/NO REAL NORTH COUNTY VERTICAL CONTROL OATA R-1800 308+76 297.25 M.S.L DATUM: N(;'IO 1929 .. -· .. 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