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HomeMy WebLinkAboutDWG 448-5; MS 05-12; PACIFIC SUNSET CONDOMINIUMS; 01-02GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER Pu.NS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD R[GARO/NG IMPROVfMENTS SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOfS NOT LfSS[N OR WA/Vf ANY PORnON OF TH£ C'iRLS8AO MUNICIPAL CODE, RESOLUTION OF CONOJnONAL APPROVAL, CITY STANDARDS OR OTHER AODJnONAL DOCUMENTS USTED HER£0N AS THfY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE Pu.NS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PIAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENG/N[[R FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQ/J/RfD FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF C'iRLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MIN/MUii AMOUNT OF 11,000,000.00 FOR fACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ~• AND A SIZE CATEGORY OF CLASS VAS ESTABLISHED BY "BE.STS" KfY RATING GU/OE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQU/RfD IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE OfAOLINE 0A TE OF THE IMPROVEM£NT AGR£EM£NT. 7. NO REVISIONS WILL BE /MOE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF TH[ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF TH£ PLANS AND nTLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROP[RTY OF THE CITY UPON 8£/NG SIGNED BY THE CITY [NG/NEER. 9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE [NG/NEER-OF -WORK PRIOR TO FINAL ACCEPTANC[ OF TH£ WORK BY TH[ CITY. 10. ACCESS FOR FIR[ AND OTH[R EMERGENCY VFJ-IICLES SI-IALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIME.S DURING CONSTRUCTION. 11. WHERE TRENCI-IES ARE WITHIN CITY fASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEIT, (8) LABORATORY WORK SHEETS AND (C} COMPACnON CURVES, SHALL BE SUBMITTED BY A PROffSSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WITHIN TWO WORKING DAYS OF COMPLEnON OF FIELD TfSTS. THE WRITTEN FIELD COMPACnON REPORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY [NG/NEERING INSPECTOR UPON COMPLEnON OF THE FlfLD TfSTS. 12. A PRECONSTRUCTION MEETING SHAI L Bf HELD AT WE Sf[[ PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATT£NOED BY ALL REPRESENTATNES RESPONSIBLE FOR CONSTRUCTION, INSPECnON, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WOR THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK 4J8-J6J4) AT LEAST FNE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. IJ. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL 8t MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT lf60~4J8-J891.INSPECTION REQUESTS MUST BE RECENED PRIOR TO 2:00 P.M. N J QAY BfFORF TH£ INSPFCTJON IS NFFDFQ. INSPECTIONS WILL 8£ MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.11. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVIC£S, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND ffDERAL SAFETY AND HfALTH STANDARDS, LAWS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PIAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE /MOE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5J OR MOR[ IN DEPTH AND APPROVED BY THE CITY ENG/N[ER AND/OR CONCERN£D AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANQARQS £STAR/ ISHFQ BY U:lf CONSTRI/CVON SAFED'. ORDERS, TIU f 8 CALIFORNIA AOMINISTRATN£ CODE. THE PLAN SHALL BE PREPARED BY A R[GISTERED ENGIN£ER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSI-IA EXCAVATION PfRMIT MUSr BE SUBMITTED TO THE INSP[CTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHA£0LOG/CAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE OUR/NG CONSTRUCTION, OPERATIONS wn I G[ASF IMMFDIA[[LY, AND TH[ PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESfART UNTIL TH[ PERMITTEE HAS RECENED WRITT[N AUTHORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OP[RATIONS CONDUCTED ON THE SITE OR AOJAC[NT THERETO, INCLUDING WARMING UP, REPAIR, ARRNAL, DEPARTURE OR OPfRATION OF TRUCKS, fARTHMOVING EQUIPMENT, CONSTRUCTION £QUIPMENT AND ANY OTH[R ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE P[RIOD BETWf[N 7:00 A.M. AND SUNSET fACH DAY, MONDAY THROUGH FRIDAY AND NO fARTHMOVING OR GRADING OPfRATIONS SHALL BE CONOUCT£D ON W££K[NOS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TH[ £NGIN££R/NG OEPARTM[NT 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 RfSPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 7HE HAUL ROUTE OR ADJAGmT STREETS AS A RfSULT OF TH£ GRADING OP£RA TION. 19. NO BLASTING SHALL BE COMM£NC£D WITHOUT A CITY £NG/NEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FAC/LITlfS SHOWN . ON THE CONSTRUCTION PLANS WERE OBTAIN£D BY A SfARCH OF THE AVAILABLE R[CORDS. ATTENTION IS CALL£D TO THE POSSIBLE EXISTENCE OF OTH[R UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION D/FffR[NT FROM THAT SHOWN ON TH£ PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PR£CAUTIONARY MfASURES TO PROTECT THE UTILIT/fS SHOWN ON THE PLANS AND ANY OTHER EXISTING FACIUTIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNO[RGROUND) WITHIN THE PROJECT SITE sumCl[NTLY AHfAD OF TH[ CONSTRUCTION TO P[RMIT TH£ RfVISIONS OF THE CONSTRUCTION Pu.NS IF IT IS FOUND THAT THE ACTUAL LOCATIONS AR[ IN CONFUCT WITH THE PROPOS£D WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECT£0 UTILITY COMPANIES (SEE BELOW) AT LfAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON NfAR TH£/R FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRfSENTATNE. UNO£RGROUND SERVICE ALERT SDG&:E PACIFIC BELL OANl£LS CABLEVISION CITY OF CARLSBAD(STR[ETS & STORM DRAIN) *CITY OF CARLSBAO(SEWER,WATER & RECLAIM£D WATER) *SAN DIEGUITO WATER DISTRICT *LfUCADIA COUNTY WATER DISTRICT *VALLECITOS WATER DISTRICT *OLMNHAIN WATER DISTRICT *BUfNA SANITAnON DISTRICT * AS APPROPRIATE 1-800-422-41 JJ (760) 438-6200 (760) 489-J441 (760) 438-5241 (760) 434-2980 {760) 4J8-JJ67 (760) 753-1145 f 760~ 753-0155 760 744-0460 760 753-6466 760 565-5657 STREET NOTES 1. AC7l/AL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R' VALUE TESTS HAVE 8££N CONDUCTED BY A PROffSSIONAL ENGINE[R OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL M[CHANICS, ON THE PR£PAR£D BASEMENT SOIL. THE "R' VALUE TESTS AND THE £NGIN££RED STRUCTURAL SECnON MUST BE SUBMITTED TO TH£ £NG/N££R/NG INSPECTOR FOR REVIEW AND APPROVAL A MIN/MUii OF TWO (2) CITY WORKING DAYS BEFORE THE WORK B[GINS. 2. STREET UGI-ITS SHALL BE INSTALLED AS SHOWN ON THESE PIANS,UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT' PLANS. NO DIRECT BURIAL STRfET UGI-IT FOUNDATIONS WILL 8£ ALLOWED. ALL LUMINAR/fS SHALL BE "CUT OFF' TYP[. 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALL£D PRIOR TO CONSTRUCnON OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIP[ SHALL 8£ R[/NFORCED CONCRETE PIPE WITH A MIN/MUii D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPfS, UP TO 15' PVC MAY BE UTILIZED PROV/0£D OEPrn IS LESS THAN 15 FfET AND BACKFILLED WITH 3/4' ROCK PER SDRSD S-4 TYPE •c• AND PIPE MfETS ASTM STANDARD J034 FOR SOR J5 SOLID WALL PIPE. 5. WHERE AN EXISTING PIPE LINE IS TO BE A8ANDON£D IT $/-/ALL 8£ REMOVED WITHIN TWENTY FEET OF BU/LO/NG OR STRfET ARfAS ANO REPLACED WITH PROP[RLY COMPACTED SOILS. IN OTHER ARfAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGIN£ER. 6. WHE£LCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA AOMINISTRATNE CODE. 7. STRfET TR[fS SHALL BE INSTALL£D PER SECTION N D. 3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIRE HYDRANT MARKERS SHALL BE PLAC£D IN TH[ STREET WITHIN THE LIMITS OF WORK OF THIS PIAN PER SORS OWG M/9. 9. ALL SURVEY MONUM[NTS AND POINTS THAT AR£ DISTURBED BY THIS WORK SHALL BE RE-ESTABL/$1-/[D, PERPETLIATED, AND DOCUM[NTfD P[R THE PROffSSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT) SH£ETS SHALL BE PROV/OED TO THE CITY ENGINEERING INSPECTOR. SE'IIER NOTES 1. SEW[R MAIN AND APPURTENANCES SHALL 8£ CONSTRUCffD IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATESr £DITION), VOLUME 1- GfNfRAL DESIGN STANDARDS, CHAPTER 6-0ESIGN CRIT£RIA FOR GRAVITY SfWfR LINES ANO APPURTENANCfS, AND VOLUME J -STANDARD DRAWINGS AND NOffS AND THE STANDAR/J SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION (GR£EN BOOK). 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORO[RS. J. BEFORE ANY CONNECTION TO THE DISTRICT'S EXISTING SYSTEM, A P[RMIT SHALL BE OBTAJNED FROM THE DISTRICT. IT MUST BE $/GN£D AND APPROVED BY THE DISTRICT'S fNG/N[[R AND SUP[RINTEND[NT. 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY P£RMIT SHALL BE REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD £NG/NEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCnON. (TEL£PHON£ NO. [760] 4J8-J891} WATER NOTES 1. WATER & RECYCL£/J WATER MAIN AND APPURTENANC[S SHALL BE CONST~UCTE/J IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENG/N[ER/NG STANDARDS (LATfST EDITION} VOLUMES 2 & J. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY 8£FORE ANY EXCAVATION AND SHALL PROVIDE PROOF OF OSHA NOTIFICATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.O. LINES, A PERMIT SHALL 8£ OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGN£D AND APPROVED BY THE CITY OF C'iRLSBAD'S DEPUTY CITY ENGIN££R AND THE UTILITY OPfRATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONffR[NCE MfET/NG SHALL BE 1-/U/J A MINIMUM OF 7 DAYS BfFOR[ CONSTRUCTION 8£G/NS. THE CONTRACTOR SHALL NOnFY THE CITY OF C'iRLSBAD ENGINEERING INSPECnON 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TEL£PHONE N0.(760) 438-3891 FOR SCH[DULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENG/NfERING INSP[CTION DEPARTMENT 48 /-/OURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVID£D -TELEPHON[ NO. (760)4J8-J891. 6. NO TR[ES OR STRUCTURES SHALL BE ALLOW£D IN THE WATER LINE EAS[MENT, ALL EXISTING TREES AND STRUCTUR[S SHALL BE REMOVED PRIOR TO COMM£NC£M[Nf OF WORK -ANY EXC[PTlONS SHALL R£QUIR£ WRITTEN PERMISSION FROM THE DISTRICT £NGIN££R. 7. ALL BURIED COPP[R PIPING AND APPURTENANCES SHALL BE PROTECTED BY MfANS OF CATHODIC PROTECTION. IF DEVELOPER/OWN£R CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECnON CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINE[R WILL CONSIDER AN ALTERNATNE FORM OF PROTECTION. 8. THE EXACT l-/0RIZONTAL AND VERnCAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED 8fTW[[N THE DfTECTOR CH£CK VALVE AND BU/LO/NG SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND R£CYCL£D WATER S[RVIC[S SHALL 8£ 1 • ANO ALL METERS SHALL BE 5/8' (UNLESS OTHERWISE NOTfD ON PLANS). 10. ALL WATfR MfTER BOXES SHALL BE 17" X JO' X 12' POLYMER CONCRfTE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MIN/MUii SPACING BETWEEN POTABLE WATER LATERALS AND SE'IIER SERVICES SHALL BE 10 FEET. 12. TH[ TOP OF WATER METER BOXES SHALL 8£ FLUSH WITH TH£ FINISI-IED SURFACE GRADE. 13. CONSTRUCnON OF WATER MAINS AND RECYCLED WATER MAINS $/-/ALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS' PUBLISHED BY TH[ STATE OF CALIFORNIA'S DEPARTMENT OF HfALTH SERVICES. 14. AXIAL D[FL[CTION AT THE PIP£ JOINTS AR£ NOT ALLOW[D. THE USE OF A /-1/GH- DfFLECTION COUPLING AT A PIPE JOINT MAY 8£ PERMITTED BY THE INSPECTOR ON A CASE BY CASE 8ASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION P[R COUPLING (2 OEGREES/fAC/-1 GASKET). USE CERTAINTEED -VINYL-IRON' 1-1.0. FOR C900. "DECLARATION OF RESPONSIBLE CHARGE" I H[REBY 0£CLARE THAT I All THE ENGINEER OF WORK FOR THIS PROJ[CT, THAT I HAVE EXERCIS[D RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJ[CT AS OEF/N[D IN S[CTION 6703 OF THE BUS/NfSS AND PROFfSSIONS COD[, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE Cl-l[CK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF C'iRLS8AO DOES NOT REL/EVE ME AS fNG/NfER OF WORK, OF MY RESPONS/8/LITl[S FOR PROJECr 0£SIGN. FIRM: SAN DIEGO LAND SURVEYING & ENGINEERING, ADDRESS: 9665 CHESAPEAKE DRIVE, SUIT£ 445 CITY, STATE: SAN DIEGO. CALIFORNIA 92123 TELEPHONE: PHONE: (858) 565-8362 BY: MICHAEL L. SMITH (NAME OF ENGIN££R) R.C.E. NO.: _,,Jo,5_,_41c.c1c__ ________ _ R[GISTRATION EXPIRATION DATE: 09-J0-2007 PROJECT NO. 204-251-04 IN l, '5' ~ C,\ :::;; I R.C.E. 35471 Exp. 9-30-07 C/y\" IMPROVEMENT PLANS FOR WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE Wlrn THE FOLLOWING DOCUM[NTS, CURR£NT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY £NG/NEER. PACIFIC SUNSET CONDOMINIUMS -MS No. 05-12 1. CARLSBAD MUNICIPAL COD[ 50' 25' 25' 9' 16' 16' 9' EXIST. 5' SIDEWALK 1. NEW 5' SIDEWALK EX. CIJRB AND GUfilR £W CIJREJ TYPICAL STREET SECTION OFAN° cumR (EXISTING STREET) HEMLOCK A VENUE NO SCALE Ff_ 8' CL 12' 12' 10' TRAVEL WAY TRAVEL WAY GARAGE: 4' FLO UN£ 8.5' PARKING 1.5' ...-J.-----t:ct----coNCRETE PAVING PER SDRSD G-21 CONCRETE CIJREJ PER G-1-~___, TYPICAL PROPOSED DRIVEWAY SECTION ONSITE VICINITY CllY or OCEANSIDE HIGHWAY 78 PACIFlC OCEAN SOURCE OF TOPOGRAPHY MAP NOT TO SCALE CllY or VISTA TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM METHODS FROM INFORMATION GATHERED ON 01-20-2005, BY SAN DIEGO LAND SURVEYING AND ENGINEERING, INC. TOPOGRAPHY SHOWN H[REON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER 204-251-04, 05 THE CALIFORNIA COORDINATE INDEX OF THIS PROJ[CT IS: N 2000, f 6225. BENCH MARK DESCRIPTION: NAIL AT THE NE. SIDE Of UTILITY POLE. LOCATION: I OCATFQ AT $01/ViWFST CORNER Qf HFMI QCK AVE. & GARFIELD ST. RECORDED:-~~~~-~-=-,,.---------;-,;.,,..----ELEVATION: _ _,:f,,,LEY.,_,.,_,'ATl"'O"'N.,__=----"6"-J."'6~1_' _DATUM: ~Mc.,Sc:L __ _ 100· l------------------1 -1• STREET 50' 50' DEDICATION 21· 29' 44' 6' EX. AC EJERM TYPICAL EX. CIJRB STREET SECTION OF AND GUTTER (EXISTING STREET) CARLSBAD BL VD. NO $CAL£ INDEX OF SHEETS TITLE SHEET HEMLOCK IMPROVEM[NTS REFERENCE DRAWINGS C/7Y OF CARLSBAD DWG. NO. 124-6 BASIS OF BEARINGS SHEET 1 SHEET 2 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM-1983 ZONE VI, 1991.J5 EPOCH, NORTH AMERICAN DATUM OF 1983 (NAD8J}, GRID BEARING BETWEEN STATTON 1 JO AND STATION 141 AS SAID COORDINATES ARE PUBLISHED IN THE C/7Y OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY RECORD OF SURVEY NO. 17271, FILED IN THE OFFICE OF THE SAN DIEGO COUN7Y RECORDER ON FEBRUARY 8, 2002. I.E. S 21°19'17' E 2. CITY OF CARLS8AD ENG/NfERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 6027, DATED MAY 17, 2006. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GRfEN BOOK). 6. SOILS REPORr AND RfCOMMENDATIONS BY GEOSOILS, INC AS JOB NO. 4546-A-SC DATfD NOVEMBER JO, 2004 AND UPDATED NOVEMBER 14, 2006. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY 8£ MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA CQ<\STAL COMMISSION DEVELOPMENT PERMIT CONDITIONS RESOLUnON NO. 6028, DATED MAY 17, 2005 9. STORM WATER POLLUTION PREVENTION PLAN PREPAR[D BY DATED N/A WDID NO. 10. URBAN STORM WATER MANAGEM[NT PLAN PREPARED BY SAN DIEGO LAND SURVEYING AND ENGINEERING, INC, DATED MAY 4, 2007. 11. CALIFORNIA STORM WATfR QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND CALTRANS CONSTRUCT/ON SITE BMP MANUAL DESCRIPTION PROPOSED BUILDING PAD PROPOSED AC PAVING \ LEGEND DWG.NO. PROPOSED TRENCH RESURFACING PROPOSED 6" 7YPE G CURB AND GUTTER SDRSO G-2 SYMBOL f:xXxXxS&l ~I PROPOSED SIDEWALK SDRSD G-7 f ·; . .-, •·•· ·; ;,: ! PROPOSED DRIVEWAY Gs-20 :-::r . ;.\ k¥ PROPOSED PED. RAMP SDRSD G-27, ~ 7YPE A PROPOSED 111 PVC WATER CMWD W-i @----® SERVICE , PROPOSED 6" PVC FIRE CMWD W-22 SERVICE W/DDCA PROPOSED 4 • PVC $EWER Cl7Y OF ---------o--® LATERAL CARLSBAD S-7 PROPOSED TOP OF CURB /TOP OF PAVING ELEVATION EXISTING SPOT £LEVAT70N EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING GATE VALVE EXISTING LIGHT POLE EXISTING POWER POLE EXISTING GUY/ANCHOR POLE EXISTING SEWER MANHOLE EXISTING MANHOLE EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE EXISTING BLOCK WALL ENGINEER OF WORK: SAN DIEGO LAND SURVEYING & ENGINEERING, 9665 CHESAPEAKE DRIVE, SUITE 445 SAN DIEGO, CALIFORNIA 92123 PHONE: (858) 565-8362 PROJECT NO. 204-251-04 INC. DWG. NO. CARL:r:;::,,DJ770-GP.DWG /JYJ d---08-02-2007 MICHAEL L. SMITH, R.C.E. 35471 DATE RfGISTRATION EXPIRES SEPT£MBER JO, 2007 TC 48.4-0 TP 47.90 (49_l32) I • SMH. MH. l . .s-~ 'ii.' ~ :t,~ R.C,E. 35471 Exp. 9-30-07 c,v1'-' QUANTITY 171 SF 114 LF 114 LF 570 SF 240 SF REQUIRED TREAMENT CONTROL BMP TABLE CITY OF CARLSBAD FIRE DEPARTMENT "AS BUILT" REQUIREMENTS ~/_~ SEE DWG. NO. 448-5A NO. OF F.H.(s)_j_ F.FLOW I!'. o c. G.P.M. OUT OF -LF.H.(S). r-~zjf:,~ BLDG. SPRINKLED ~/NO ••• F.FLOW ~G.P.M. P.E. ?,<;4]/ EXP. 041/Jo/-Q'J DATE CARLSBAD MUN~L WATER DISTRICT L i ~ ,t!>1'181CJ-12 .. / .._ 1i./~/07 REVIEWED BY: flRlMARS ;;J:~ o'A TE I ~~-1),A, DA \110 A. HAUSER DATE DEPUTY aTY ENGINEER R.C.E. 33081 EXP. 08/30/08 INSPECTOR r DAT£ w CITY OF CARLSBAD _ ENGINEERING DEPARTMENT I SHE~TS I IMPROVEMENT PLANS FOR: PACIFIC SUNSET CONDOMINIUMS APPROVED: DAVIDr')~S~/ I ?/_7/E7 .I IV tf, --DEPUTY CITY ENGINEER PE 33081 EXPIRES 6-30-08 DA TE 1/?.0,/i Ml~ /1\ AS· &lll--T OWN BY: I PROJECT NO. I DRAWING NO. DA1e INITIAL DATE INlllAL DATE INITIAL CHKD BY:~ MS05-12 ENGINEER OF WORK REVISION DESCRIPTION OlllER APPROVAL QTY /s>PROVAL RVWD BY: 448-5 • ! ! 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"1 n _ -I-----~-, __ 5o 1111111---t1-111--t---t1-----t-i-,1t-t-t---t-~+'--=t---t-----i-t-'---t'--4-----i-t-f~q'--4,-t-t~:::.+'--7-f--t-+<'-I:::' '.f-==c=+-+-+--+~<'-1~..:: ,i--:4-+-+' ---i~C'.j~, .t-'4-+---i-~<'-l'!--J.:r'~---t---i-~1<)2+'--~---i-t-+:~~12: <..:i--:::i---L+--1-----l---i-l-_j_+----l--1_,j i I -.--I ' ' 50H--+-~-'-:-'~----"-:-:-~--+-~1--L----'-~_[_j_____L___[___L___l-t--+-+--l-+-++-+---+---+-l---i---,l---l---l---l--+---I ti PROFILE: HEMLOCK AVE. ----t---t----+---+-' --+---+---+--- - - _ _j_ ___ _ 48 --SCALES: L-J--+--1---1-/---l---' --f-----i-f--+-+-+--+-_-_+-~--+ _-_+-4-6-+~--+----I --+----:-=-:-:.-+'=.-=."=.-:.:.-:.:-+ ---1-_, _-f-_+-_-+-____ J--__ , . --. -- - ---- -_j___ -1-----f-----+-+--+-' ~ .__ ..,_ ,-+---.:...;. -±=-• -1-! ~ 1.-- • -= ~ ~ "--+---t-=-• Lf0'-"11 Q pl A l'V G AT CJ j ---I--_ I--+-_-+----1---1--: -_-_-_r-_ -,-! 1---1---l- ----t--+---+---+---+-----.--------1-----r--+--,-------P Ml __ I l : -+ --+-,-_ --t---1- I -+-f---1---l--' --+--+-- _j_ _ _j__ -----+------- --+ ' 46 i I HORIZONTAL VERTICAL 1"' = 20' 1 • == 4' -----1--+- , , ~ ~I ,~, ~,a tt· -¾---=---======""---='E:::::§'f'ff-·..n: "'"' lut\ --- OE1AIL A., NO~,,:: 1+00 - 88 c:i c:i 00 + + II) ~ 1+50 2+00 BENCH MARK DESCRIPTION; LOCATION: 2+50 3+00 l+3tf,'l.O /N~TAl.l. Y" $€WEI? I A'7' 'l.+37.'50 /N!°>TAU.. 4" SEINel<: UT'. NAIL AT THE NE. SIDE OF UTIU1Y POLE. LOCATED AT SOUTHWEST CORNER OF HEMLOCK AVE. &: GARFIELD ST. RECORDED: ---=-:=-;=:-::-:--:---=-=---------ELEVATION; ELEVATION -63.61' DATUM: MSL 3+50 • ~ ' GRAPHIC SCALE 20 0 10 20 40 80 re-.. -I ' 1 ___ __.I ( IN FEET ) 1 INCH = 20 FT. OJ CURB DATA TABLE LENGTH COMMENT$ 1 N 56'00'25" E 114.01 ' 6 • PCC CURB AND GUTTER, TYPE G --------- ENGINEER OF WORK: SAN DIEGO LAND SURVEYING &: ENGINEERING, 9665 CHESAPEAKE DRIVE, SUITE 445 SAN DIEGO, CALIFORNIA 92123 PHONE: (858) 565-8362 PROJECT NO. 204-251-04 WHl!.Rf NS,:W WA,f:R ':>ER\llC.~<; AR6 PROPoSED ON e.><1":,'Tlt,.lG, ACP, C:.ONTAAC:T~ RE'PV,.C6 y;1'frl NEIN ~" f>,/C. ANO ,,__D,6-.P,oR~ TO ·n\6 SP.Tl~l"P.C.'f\ON 01" 7'1.\1:. c,-r-r €1--lG,11-le\S~. "AS BU IL T" -1MtJ.w.r: OWG. NO. C'J::'08LVD3770-ECP.DWG ./\v'\ J. 08 02 2007 MICHAEL L SMITH, R.C.E. 35471 DATE REGISTRATION EXPIRES SEPTEMBER JO, 2007 INSPECTOR T -1/?.'J/~ t t DATE DATE t---t---t------------+---1---l------l----l I SH2EET I CITY OF CARLSBAD I SHE2ETS I ENGINEERING DEPARTMENT ;::==,~======:::::::::=======:::::::::::::====~=~ IMPROVEMENT PLANS FOR:- PAClflC SUNSET CONDOMINIUMS APPROVED: DAVID h HAUSE~ /. , .,.. ,,_R.i,o~ DEPUTY CITY ENGINEER:PE 33081 EXPIRES 6-30-08 ATE DA 1£ INITIAL ENGINEER OF WORK A5-/3UILT REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CJTY APPROVAL OWN BY: -=--:-=-I PROJECT NO. I DRAWING NO. CHKDBY:n~~ MS05-12 448-5 RVWO BY:~_ ~lli.1__ 122807 l