HomeMy WebLinkAboutDWG 448-8; PIP 06-10; BRESSI RANCH LOTS 19-22; 01-08IMPROVEMENT PLANS:
GEPERALNOTES
1. THIS PLAN SUPE:RSEDfS All OTHER PLANS PREl;IOUSLY APPROVED BY
THf CITY OF CARLSBAD RfGARDING /AIPROVfMfNTS SHOWN ON THIS SET
OF PLANS.
2. APPROVAL OF THIS PLAN DOCS NOT I.ESSEN OR WA/Vf ANY PORTION
OF THf CARLSBAD MUNICIPAL CODE, RfSOI..UTION OF COND/110NAL
APPROVAL. CITY STANfJARDS OR OTHfR ADO/llONAL DOCUMfNTS USTfD
1/fRfON AS THE:Y MAY PERTAIN TO THIS PRD.ECT. THE: fNG/NffR IN
RESPONSl81.E CHARGE SHAU REl;ISE THfSE PLANS WHfN
NON-CONFORMANCE IS DISCOVERfD.
J. CITY APPROVAL OF PLANS DOCS NOT RflJf',£ THf DfVElOPfR OR
fNG/NfER-OF-WORK FROM RESPONS/8/UTY FOR THf CORRfCllON OF
fRRORS AND 0/,I/SS/ONS DISCOVfRfD DURING CONSTRUCllON. AU PLAN
Rfl;IS/ONS SHAU Bf PR()l,lpn, Y SUBl,IITmJ TO THE: CITY fNG/NffR FOR
4. A RIGHT-OF-WAY PfR/,IIT FROM THf CITY fNG/NffR ll!'U. Bf REQIJIRUJ
FOR ANY WORK IN THf PUBLIC RIGHT OF WAY. PRIOR TO PERMIT
/SSUANCf. A C£RllFICA Tf OF INSURANCf WST Bf FILfD NAl,IING THf
CITY OF CARLSBAD AS AN ADOITIONAL INSURfD ON THf PERIIITTff'S
/>a/CY IN THf 1,1/Nll,IUM AMOONT OF 11,000,000.00 FOR fACH
OCCU~ OF UABIUTY. THf INSURANCE COMPANY WRITING THE
POI.ICY l,IUST HAVf A RltllNG-OF •A-" OR BE:TTEII ANfJ A S/Zf CATfGORY
OF CLASS-V OR BfTTfR AS ESTABUSHED BY "BESTS" KEY RA 1/NG GUIDE.
5. NO lll'Jli'K SHAil BE CONMENCED UNTIi. All PER/,1/TS HA 1£ BEfN
OBTA/NfD FROM THE CITY ANO OTHER APPROPR/A Tf AGENCIES.
6. Rf',fS/ON OF THESE PLANS MAY BE RfQU/RfD IF THE PROPOSED
/l,IPRO',£/,lfNTS ARE NOT CONSTRUCTED PRIOR 10 THf DfADI.JNf DA Tf OF
THE 1/JPRO'rOlfNT AGREEIENT.
7. NO RfllS/ONS MILL BE MADf 10 IH£SC PLANS IIITHOUT THf WRITTEN
APPROVAL OF THE CITY fNG/NffR, NOTED WITHIN THE RfVIS/ON BLOCK,
ON THf APPROPRIATE SHEfT OF THf PLANS ANfJ 11n£ SHffT.
B. ORIGINAL tJRAIIINGS SHALL BEGONE THf PROPtRTY OF THE CITY UPON
BEING 5/GNfD BY THC arr CNGINErR.
9. THE ORIGINAL ORA 111M. SHALL BE Rf',fSC{) 10 RUI.ECT AS-BUit. T
CONDlllONS BY THE ENGINE:fR-OF-lll'Jli'K PRIOR 10 FINAL ACCEPTANCE
OF THE llt¥IK BY THE CITY.
10. ACCCSS FOR FIRE AND OTHER E11f11GENCY l/£H/a.ES SHALL 8£
MAINTAINED TO THC PRO.ECT SITE AT ALL 1IIES DURING CONSTRUCTION.
11. WH£R£ TRfNCHES ARC IIITHIN CITY EASE/KNTS, A SOILS REPORT
COMPRISCD OF (A) SVWARY SHEET, (8) u.salATORY llt¥IK SH£E7S AND
(C) COMPACTION CUR~ SHALL II£ SVBIIITTfD BY A PRafSSKJNAL
ENG/NfCR OF THE STA Tf OF CAUFORN/A, PR/NctPALL Y DOING BUSINESS IN
THf FIELD OF APPUED SOILS IIECHANICS. . THE SOILS REPCWT llfll BE .
SUBM/TTfD 10 THE CITY ENGINffR/NG INSPECTOR IIITHIN TIii? WORKING
DAYS OF <XNPI.E1l(M OF FIEW TfSTS. THE WRITTfN FIEW COMPACTION
REPORT(S) SHALL BE /Wffl/A TEI. Y SUBMITTW TO THE CITY fNG/NEERING
INSPECTOR UPON COIIPI.ETION OF THE F1f;LO TESTS.
12. A PRECONS'TRUCTION /JffTING SHALL BE HEW AT THE S/Tf PRIOR TO
THf 8EQNN/NG Of lll'Jli'K ANfJ SHALL BE ATIDIDED BY AU
REPRESENTA llVfS RfSPONS/81£ FOR CONSTRUCTION. INSPECTION,
$1,lPER',fS/ON. TESTING ANfJ All OTlfE/1 ASPECTS OF THf ~lltWI(, THE
CONTRACTOR SHALL SCHEDUL£ THE 1,1££:llNG BY CAll/NG THE INSPECTION
LINE AT (760) 438-3891 AT LE.AST FIVf (5) WORKING OA YS PRIOR TO
STARllNG Ga<JS'TRUCllON. APPROVED ORA WINGS MUST BE A VAil.ABLE
PRIOR TO SCHEDULING.
1J. All INSPECTION RfQUESTS OTHER THAN FOR THE PRU;a/STRUCllON
ltlE(J/Nri IIILL BE MADE BY CAll/NG THE fNG/NffRING 24-HOOR
INSPECllON REQUEST UN£ AT (760) 438-3891. INSPECTION REQUESTS
MUST BE RECEIVfO PRIOR TO 2: 00 P.1,1. ON THE OA Y BEF'ORE THE
INSPECTION IS NEEDED. INSPECTIONS -1111.1. BE MADE THE NEXT ll>tWK DAY
UNL£SS l"OU RGQUEST 011/ERIIISE. RfQUESTS MADE AFTfR 2: 00 P.M. W/1.L
BE SCHfDUL£D FDR TIii? FULL ll>tWK DAYS LA TfR.
14. THE O'flNER ANfJ/OR APPLICANT THROUGH THE DfVfl.OPER ANfJ/OR
CONTRACTOR SHALL DESIGN, CONSTRUCT ANfJ MAINTAIN All SAFETY
OEl;ICES, INCLUDING SHORING, AND SI/All BE SOI.El. Y RESPONS/81£ FOR
CONFORMING TO All LOCAL, STATf AND ffDERAL SAFITY ANfJ HfALTH
STANDARDS. LA ll'S ANfJ RfGULA llONS.
15. THE CONTRACTOR !;HAU CONFORlrl TO LABOR CODE. SEC710N 6705
BY SUBl,//rnNG A DETAIL PLAN ro THE CITY ENG/NffR AND/OR
CONCfRNfO AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE
OR OTHER PROVISIONS 1D BE MAD£ OF WORKER PROTEC1/0N FROM THE
HAZARD OF CA ';!NG GROUND DURING THE EXCA VA llON Of SUCH TRfNCH
OR 'TRENCHES OR DURING THE PIPE INSTALL.A llON THEREIN. THIS PLAN
MUST BE PREPARED FOR All 'TRENCHES FIi£ FEET (5? DR MORE IN
DEPTH AND APPROVED BY THE CITY fNG/NffR ANO/OR CONCERNED
AGENCY PRIOR TO EXCA VA 1/0N. IF THE PLAN VARIES FROM 1H£ SHORING
SYSIDI STANDARDS ESTABLISHED BY THE Ga<JS'TRUCllON SAFrTY
ORDfRS, ll1U: B CAUFORH/A AOWIISTRA 1/VE COO£, THE: PLAN SHALL BE
PREPARED BY A REGISTERED ENCll'!EfR AT THE rx»l'TRACTOR'S EXPENSE.
A COPY OF THE OSHA EJ(CAVA llON PE:Rlrl/T l,IIJST BE SUBMITTfD TO THE
INSPECTOR PRIOR TO EXCA VA 1/0N.
16. IF ANY ARCHAEOLOGICAL RESOURCES ARf DISCOVERED WITHIN ANY
WORK ZONE OUR/NG CONSTRUCTION, OPfRA 1/0HS lllll CCASC
IMMEO/A TfL Y. AND THE PERlrllTTfE llfLL NOllFY THE CITY fNGINEER.
OPERA llONS WIU NOT RESTART UN111. THE PE:RMITTEE HAS RfCfJVED
WRITTfN AUTHORITY FROM THf CITY fJIG/NffR TO DO SO.
17. All OPfRAllONS CONDUCTED ON THE S/Tf OR ADJACENT THERETO,
INCJ.UD/NG WAF/1,1/NG UP, REPAIR, ARRIVAL. DEPARTURE OR OPERA 1/0N Of
TRUCKS. fARTH/,10',fNG EQUIPMENT. CONSTRUC1/0N EQUIP/ENT ANO ANY
OTHER ASSOC/A TEO GRADING fQUIPllfNT SI/All Bf UM/TED TO THf
PERIOD BETWEfN 7: 00 A.1,1. AND SUNSET EACH DAY, l,ION[)A Y THROUGH
FRIDAY ANO NO EARTHIIOl;ING OR GRADING OPERA 110NS SHALL BE
CONDUCTED ON 'IHKENOS OR HOI..IDA YS (A UST OF CITY HOUDA YS IS
AVAILABI£ AT THf fNGINE:E:RING OEPARTl,lfNT COUNTER).
18. All OFF-S/Tf HAUL ROUTES SHAil BE SVBl,I/TTfO BY THf
CONTRACTOR TO THE CITY ENGINEER FDR APPROVAL 7111? FULL WORKING
{}_It rs PRIOR ro BEGINNING OF WORK. THE CONTRACTOR SHALL BE
RfSPONS/81£ FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL
/10UTf OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION.
19. NO BLASTING SI/All BE C0/,1/,IENCEO IIITHOUT A CITY fNG/NffR
APPROVED BLASllNG PROGRAM.
20. THE fXISTfNCE ANO LOCA llON Of UTII.ITY STRUCTURES ANfJ
FACIUTIES SHOlll'I ON THE CONSTRUC1/0N PLANS 11£RE OBTAINEO BY A
SEARCH OF THE A VAil.ABLE RECORDS. A TTfNllON IS CAU£0 TO THE
POSSIBLE EXISTfNCE OF OTHER UllLITY FACIU11ES DR STRUCTURES NOT
SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHO'flN ON THE PLANS.
THE CON'TRACTDR IS REQUIRED TO TAKE DUE PRECAUllONARY MEASURES
TO PROTfCT THE U1/UTIES SHOWN ON THE PLANS AND ANY OTHER
EX/SllNG FACIL/11ES OR STRUCTURES NOT SHOWN.
GBERAL. NOTES CONT'D.
21. THE CONTRACTOR SI/All VERIFY THE LOCA 710N OF All EXISllNG
FAC/UTIES (ABOVEGROUND ANfJ LINDfRGROUND) IIITHIN THE PRO.£CT SITf
sumctENn. y AHEAD OF THE CONSTRUCTION ro PfRIIIT 1HE Rf',fS/ONS
OF THE CONSTRUCllON PLANS IF IT IS FOUND THAT THf ACTUAL
LOCA 1/0NS ARE IN CONFUCT WITH THE PROPOSED WORK.
22. AU SPOT EL£VA 1/0N SHOWN ON THIS PLANS ARE FOR REFERENCE
ONLY, REFER TO THE GRADING PLANS FOR FINISH GRADE INFDRMA 710N.
2J. THf CONTRACTOR SHAU N011FY AFFECTED U71UTY CONPANIES (SEE
BELOW) AT LfAST 7111? FUU WORKING DAYS PRIOR TO STARTING
CONSTRUCllON NEAR THEIR FACIUTIES AND SHAU COORDINATf WORK
111TH A CONPAHY REPRESENTA llVf.
UNDERGROUND SERVICE ALERT (BOO) 422-41JJ
SDGd£ (BOO) 660-7J4J
PACIF1C BELL (BOO) 892-0123
1//,IE WARNER CABI£ (760) 438-7741
COX COIJ/r/UNICA llONS (760) 806-9809
CITY OF CARLSBAD (STREETS .t STOF/1,1 DRAIN) (760) Ol-2980
'CITY OF CARLSBAD (SEltER, WA TfR .t RECLAIMED WA TfR) (760)
,fJfJ-2722
•SAN l)(EGU/10 WA TfR DISTRICT (760) 6JJ-2ti50
*LEUCADIA COUNTY WA TfR DISTRICT (760) 753-015.5
•VAllECITOS WA 7E1l DISTRICT (760) 7#-IJ,f60
*OUVfNHAIN WA TfR DISTRICT {760) lSJ-6466
'BUENA SAN/TA710N DISTRICT (760) 726-1340
•AS APPROPR/A Tf
WA1ERNOTES
1. WA 1ER ANfJ Rff:YCLED WA 1ER MAIN ANO APPURTENANCES SHAil BE
CONSTRUCTED IN ACCORDAHCC WITH THE CITY OF CARLSBAD
ENQNECRIHG STANDARDS M'.l.lMES 2 ll J FOR POTAIILC AND RCCYCLED
WA 1Elf STANDARDS DA TfO ,AJN£ JO. 20lU. OR AS AM£J#JED.
2. THE CONTRACTOR SHAil OBTAIN AN EXCAVATION PfRl,I/T FRa.l THE
DIVISION OF INOUS1RIAL SAFrTY AND PROMU£ PROOF OF OSHA
N07IFICATION BUORE ANY D'CAVAllON AND SHAil ADH£RC 10 ALL
PRO',fS/ONS OF THE: STATf CCNSTRUC7IOH SAFrTY OROERS.
J. BEFORE ANY CONNECTION OR SHUT 00'/M OF VAL \£S ON EXIS/1/HC
C.M. l«D. LINES. A PCRIMT SHALL BE OBTAM£0 FR0/,1 THC C.AI. l«D. OFFICE
AND IIIJST BE 5/GNfD ANO APPROVED BY THE: CITY OF CARI..SBAD'S
DEPUTY CITY EHQH££R ANO THC UTIUTY <PCRA TIONS' PUBLIC llllli7l'S
MANAGER.
4. A PRECONS'TRUCllON COHFERCNCE IIEETIHG SHALL BE HEW A
11/Nll,IU/,I OF SEVfN (7) DAYS BEFDRf C!MSTIJCllON BEGINS. CONTACT
THE CITY OF CARLSBAD fNG/NffRING INSPrC710N DEPAR71iENT -
7El..£PHON£ NO. (760) 4JIJ-J891. FOR SCHEDUlJNG.
5. THE CONTRACTOR SHAU NOTIFY THE CITY OF CARLSBAD ENG/NffRING
INSPECllON DEPAR71iENT 48 HOURS PRIOR TO STAR71NG WORK SO THAT
INSPEC1/0N MAY BE PRO'IIDfD -m.EPHOHf NO. (160) 438 -3891.
6. NO TREES OR STRUCTURES SHALL BE AllOIIED IN 11/E WA TfR UN£
fASEIIENT. AU fXIS11NG TREfS AND STRUCTURES SHAil BE REl,l()VfD
PRIOR 10 COMID/CDIENT OF WORK -ANY EXCEPllONS SHAL REQUIRE
WRITTfN PfR/,IISS/ON FROM THE CITY OF CARLSBAD DEPUTY ENGINEER.
7. THE EJ(ACT HORIZONTAL AND VfRllCAL AI../GN/,IENT AND TYPE: OF
MATERIALS OF THE FIRE tJNf LOCATED BETWEEN THE DfTfCTOR CHECK
VAL VE ANO BU/LO/NG SHALL BE DETERIIINED BY THE CITY OF CARLSBAD
FIRE MARSHAL
B. All BURIED COPPtR PIPING ANO APPURTENANCES SHAU BE
PROTfCTCO BY MEANS OF CA TIIODIC PROTfCllON. IF DEVELOPfR/OIIN£R
CONDUCTS A SOILS TEST REPORT AND DflllONS'TRA TES THAT PROTfC1/0N
CAN BE PERFORIIED IN ANOTHER MANNER, THE DEPUTY fNG/NffR MILL
CONSIDER AN AL TERNA Tf FOR/,1 OF PROTfC1/0N.
9. THE EXACT HORIZONTAL AND 'tfR11CAL AL/GHIIENT AND TYPE: OF
MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHcCK
VAL 1£ AM} BU/LO/NG SHALL BE 0£TfRIIINEO BY THE arr OF CARLSBAD
FIRE MARSHAL
10. ALL RfCI.All,lfl) WATER /,IA/NS AND APPURTE:NANCES SHALL BE
CONSTRUCTED IN ACCORDANCE 111TH THf CITY OF CARLSBAD ENGINEER/NG
STANDARDS. I« 2 .t J (LA TfST EDl1/0N} "CARI.SBAO RfCUtMA llON
RUL£S AND RfGUI..A TION FOR 1H£ CONSTRUCTION Of RECLAIMED WA TfR
MAINS -CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 199J OR AS
AMDmED.
11. All POTABIE WA TfR AND Rf CYCLED WA 1ER SERlrfCfS SI/All BE 2•
ANO All METERS SHAil BE 1 • (UNL£SS OTHERWISE NOTED ON PLANS).
12. All WAJER 1,1£:TER BOXES SHALL BE 1r X JO" X 12" f>a'TJIER
Cc»ICRfTf AS MANUFACTUREREO BY ARMORCAST OR EQUAL.
1J. 1,1/N/IIU/,I SPACING BETWEEN POTABIE WATER LA TfRALS AND SE~
SER',fCES SHAil BE 10 FEET.
14. THE TOP OF WA 1Elf METER BOXES SHAU BE FLUSH WITH THE
FINISHED SURFACE GRADE.
15. CONSTRUCllON OF WATER MAINS AND RfCYCL£{) WA 1ER MAINS SHAil
ADHERE TO 1H£ "CRtJERIA FOR THE SEPARA 1/0N OF WATER MAINS AND
SANITARY SCIIERS" PUBLISHED BY THE STA TE OF CALIFORHIA 'S
DEPARTl,/fNT OF HfAL TH SERVICES. .
8111±1 NOTES
1. ACTUAL STRUCTIJRAL SECllONS IIIU BE DfTfR/,1/NE/J AFTfR '"R" VALUE
TfSTS HA VE BEfN CONDUCTfO BY A PROFESSIONAL fNGINEER OF THE
STA Tf OF CAUFORHIA. PR/NctPAll Y DOING BUSINESS IN THE flEI.D OF
APPUED SOIL /,IECHAN/CS, ON THE PREPARfD BASEl,lfJIT SOIL. THE "R"
VALUE TESTS ANfJ THE ENGINE£REJ) STRUCTIJRAL SCCllON MUST BE
SUBl,//TmJ 10 THE ENGINEERING INSPECTOR FOR REl;IEW AND APPROVAL
A /rl/Nl/,IU/,1 OF TM) (2) CITY WORKING DAYS BEFORE THE WORK BE:G/NS.
2. STREET UGHTS SHAU BE INSTAUED AS SHOWN ON THESC PLANS,
UNDERGROUND CONDUIT RUNS, SERl;ICE POINTS ANO HAND-HOI..ES SHAU
BE SHOWN ON THE "AS-BUil T" PLANS. NO DIRECT BURIAL STREET UGHT
FOUNDA 110NS MILL BE AUOll£0. ALL LU/,1/NAIRES SHALL BE ·cur OFF"
TYPE.
J. AU UNDERGROUND U71UTIES AND LA IDfALS SHAU BE /NSTAU£0
PR/DR 10 CONSTRUC710N OF CURBS, CROSS GUTTfRS OR SURFACING Of
STREETS.
4. STORM DRAIN PIPE SI/All BE REINFORCED CONCRE:Tf PIPE 111TH A
1,1/NH,IUl,I D-LOAO Of 1,J50. FOR PR/VA Tf STORM DRAIN PIPE:5, UP TO
24" HOPE: MAY BE U111./ZfD PROV/DfD DEPTH IS LESS THAN 15 FEET
AND BACKFILLED WITH J/4" ROCK PfR S/JRS/J 5-4 TYPE: •c•.
P:\3370\ENGR\_PL~NS\IMD\Lo--:s-19-22\337011"1p01.clwq 8/21/2007 2·02108 PM PD~
S .. LLJ ,VOTES CONT'D:
5. IIHERE AN EXISTING PIPE UNE IS TO BE ABANDONED IT SHAU BE
REMOVED IIITHIH TWENTY FEET OF BUILJJING OR STREET AREAS AND
REPLACED 111TH PROPERLY CONPACTED SO/LS. IN OTHER AREAS THE PIPE
W/1.L BE PLUGGED 111TH CONCRETf OR RDIOVED AS APPROVED BY THE
CITY fNG/NffR.
6. IIHEHCHAIR RAMPS SHAil BE INSTAl.l£D PER REQUIRDIENTS OF lln.£
24, CAUFORNIA Al)l,IJN/STRA 111£ COO£
7. STREET TRffS SHALL BE INSTAllfD PER SEC1/0N IV O.J OF THE CITY
OF CARLSBAD LANDSCAPE MANUAL AND LOCAL RES/OENllAL STREET
STANDARDS.
B. FIRf HYDRANT MARKERS SHAU BE PLACED IN THE STREET IIITIIIN THE
Llt,I/TS OF M:JRK OF THIS PLAN PER SORS OM; 1,119.
9. AU SURVfY l,IONUIIENTS ANO POINTS THAT ARE DISTURBED BY THIS
WORK SHAil BE REISTABUSHEO. PERPETUATED. AND DOCUMfNTED PER
THE PROFfSSIOHAL LAND SURVfm<?S ACT.
10. 7111? (2) SCTS OF SURVfY (CUT) SHEfTS SHAil BE PROV/OED 1D THE
CITY ENG/NffRING INSPECTOR.
SEWER NOTES
1. All SEltER MAIN ANO APPURTE:NANCES SI/All BE CONS'TRUCTfO
AND TESTfD IN ACCORDANCE WITH THE CITY OF CARLSBAD fNGINEERING
STANDARDS l«UAlf 1. GENfRAL ENGINfER/NG STANDARDS. CHAPTfR 6,
DESIGN CRITERIA FOR GRA ',fTY SEWER LJHES AND APPURTENANCES AND
\Q'..l/11£ J, STANDARD ORA WINGS AND NOTfS DA TED JJNE JO. 20<U
OR AS Al,lfNDfD.
2. THE CONTRACTOR SHAil ~TAIN AN EXCAVA llON Pfml/T FRQfl THE
0/',fS/DN OF INDUSTRIAL SAFrTY BEFORE ANY EXCA VA 1/0N AND SHAil
ADHERE TO All PRO',fS/DNS OF THE STA TE CONSTRUCTION SAFrTY
OROERS.
J. BEFORE ANY COHHEC1KJH ro THE: DISTRIC'fs DIISTING Sl'S'JDI, A
PCRYT SHAil BE OBTAINED FR0/,1 THE: DISTRICT. IT IIIJST BE SIGHED ANO
APPROVED BY THE: OfSTR/Crs EHQHEER AND SIJPfRIH1£HOENT.
4. IJffGWC CONSTRUC1KJH BEGINS IN ANY PUBUC RIGHT OF WAY, A CITY
RIGHT OF WAY PERl,IIT SHALL 8£ RfQUIRED.
5. THE CONTRACTOR SHAil NOTIFY THE CITY OF CARLSBAD EJiG/N£fRIHG
INSl'CCTKM 48 1/00RS PRIOR TO THE BEGINNING OF CCNSTRUC7IOH
(TfLEPH<M HO. (760) 4Ja-J891).
SOlffCE OF TOPOGRAPHY
TOPOGRAPHY SHOlll'I ON THESE PLANS WAS GENERA TED BY:
PRD.ECT DESIGN CONSUi. TANTS PHOTOCRAMlrlE'TRY DEPARTl,lfNT
PRD.ECT NIJIDJ£R: JJ70.00 DA TE: OF PHOTOGRAPHY: .AJN£ 2006
TOPOGRAPHY SHOWN HEREON CONFORlrlS TO NA llONAL MAP
ACCURACY STANDARDS.
BENCHMARK
DESCRIPllON: STREET 'CENJERUNf MONUlrlENT ALONG E1. CAMINO REAL
LOCA llON: El CAIi/ND REAL BENCH MARK NO. RIBOO 2t!IJ+B9 EC
PER COUNTY OF SAN DIEGO VER11CAL DA TlJl,I
EI.EVAllON: Jtl.41 1,1.S.L DATU/,1: H.G.V.D29
f£J Lll.NCE DRAWWGS:
INDUSTRIAL BACKBONE /lr/PROVE:MfNTS
INDUSTRIAL BACKBONE STORM DRAIN IIIPRO'rOIENTS
BRESSI INDUSTRIAL IMPROVEMENTS
BRESSI INDUSTRIAL GRADING
OIIC. NO. 4()()-IJB
OIIC. NO. 4Q0-8D
OIIC. HO. 421-J
OIIC. NO. 421-JA
I HEREBY DfCLARE THAT I AM THE fNG/NffR OF WORK FOR THIS PRO.ECT,
THAT I HA VE EXFRCJSCD RESPONS/Bl£ CHARGE OVfR THE 0£S/GN OF THE
PRO.ECT AS /JfFlNE() IN SCCTION 67!JJ OF THE BUSINESS AND
PROFESSIONS CODE, AND THAT THE DfS/GN IS CONS/STfNT llfTH CURRENT
STANOAROS.
I UNDERSTAND THAT THE CHECK OF PRD.ECT ORAIIINGS AND SPEC/F1CA llONS
BY THE CITY OF CARLSBAD DOES NOT REI.IE\£ 1,1£, AS fNGINEER OF WORK,
OF MY RESPONS/BIU71ES FOR PRD.ECT DESIGN.
FIRM: PROJf:CT DESIGN CONSULTANTS -----------------ADDRESS: --'-70""1_8"--"S""TR"'E""E""T.._, ""SU"'l"'TE"-"B""0"-0 _____ _
CITY, STA TE: SAN DIEGO, CALIFORNIA
TELEPHONE: (619) 23S-6471
BY::_: -----1C ... ,-Za...:.·~1,._·_,_,z ...... ""'c .... , _, -----&Rns J. TURNER
R.C.E. NO. 59285 ---------------=---
REG/STRAnON EXPIRAnON DATE: (p -3c-oi,
DATE: ~ -zz •l:?7
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I Engineering l Survey
701 B Streat, Suite 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
DA1E llmSIRA-I DESIGNED I ElO'IIIIS Ol-30--01 ft -e .zz.. o? tJ..
"' REl!EW: ~,
BRESSI
I
I
I I:-• ..... ,4-"""1'
11 ......_....I
I, """1_..,
'
RANCH LOTS
I
is: I
19-22
WORK TO EE DOIE=
THE /AIPROVfMfNT IIORK SHAil BE PERFORMED IN ACCORDANCE 111TH THE FOUO'MNG
DOCIJl,IENTS. CURRENT AT THE 711,fE OF CONSTRUCnON, AS DIRECTED BY THE CITY ENGINEER.
I. CARLSBAD MUNICIPAL CODE
2. CITY OF CARI.SBAD STANDARDS
J. THIS SET OF PLANS
4. PIP 06-10 PLANNING DIRECTOR DEJERMINA110N DATED 12-6-2006.
5. THE STANDARD SPfClflCA710NS FOR PUBUC WORKS CONSTRUCTION (GREfN BOOK)
6. THE SOILS RfPORT 1/7Ul) "GEOTfCHNICAL IN\£SllGA TION PROPOSEO BUSINESS PARK BRESSI RANCH LOTS 17-22 PLANNING AREA J CARLSBAD,
CAJ.JFORNIA FOR URBAN IIEST STRATEGIES", PREPAREO BY SOUTHERN CAUFDRNIA GEOTECI/NICAL DA TED AUGUST JRO. 2007,
7. THE SAN DIEGO ARCA REGIONAL STANDARD ORAIIIHGS ANO AS MAY BE 1,1()()/F/ED BY THE CITY OF CARLSBAD STANDARDS.
B. THE CARLSBAO MUNICIPAL WATER 0/STR/Crs STANDARDS AND SPfCIFICA TIONS FOR WA TfR, SCMR ANO RECLA/MEO WATER.
9. THE STORM WA TfR POI..LUllON PREVENTION PLAN (SWPPP) PREPARfD BY PRD.ECT DfS/GN CONSULTANTS MARCH 5, 2007. W/0 NO. 9J7CJ4571J
10. THE STOF/1,1 WA TfR MANAGfJIENT PLAN (SlllfP) PREPARED BY PRD.ECT DfS/GN CONSULTANTS DA TfO FEBRUARY 2007.
l..EGBC)
EX/SllHG LOT LINE. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . I
ii --1 I
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EXISllHG CONTOURS .-.INTER ... .
EJ(IS11NG CONTOURS.-.INDEX ................................. .
EJ(ISllHG STORM DRAIN . .t Cl£ANOUT OR INLE.T. . . .
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I --~--w~~~----~::.=-:i_!Jt' i--1--;;;;:~~~ ' .,v, ,·•y· I I I.,. =• '-'-'J~~,!,h-~ .,,._
7= -----------~--;:::{ I -------------. I
}
I
I
:0:
EJ(ISllHG SEWER MAIi!/ . . . . . . . . .----s----
EJ(/51/NG WATER MAIN W/ DEFLfCl/ON COUPLINGS . . . . . . . . . . . . . . . . . . . . . . . .--w-- -
EX/SllHG FIRf HYDRANT ................................. .
EJ(ISllHG STREET UGHT. . . . . . . . .
EJ(/51/NG SIGN . . . .
fASEMfNT ...... .
81.fFACE 111\JVBENIS
ALL£Y nf'E' l)(ll.1£11'AY ........................ COC GS-20 (1,1()(),) .. 125C SF
K1EX MAP' f!ftP NEXMAP S411CUT EXIS11HG ........................•................ it"
357 LF
--/HD/CA TES PRO.ECT 80I.JNDARY
---S-----INOICATfS SEU UNE
__ __,,___ IND/CA TfS SER ACCESS HOI.£
fa INOiCATES Acas5 HOLE NUll8£R
--------W-----INDICATfS WATER MAIN
:0: IND/CA TES EX/SllNG STREET /JGHT
-IND/CA TES FIRE HYDRANT
'°" IND/CA TES EXIS11NG FIRE HYDRANT
ii, IND/CA 7fS SHEET UMITS
(J) /HO/CA TES SHEET NUMBER
Sl!lif.4UFFT1 tcJEX
SHEET 1 ............................. lln.£ 51/ffT, KEY MAP, ANO NOTfS
SHEET 2 ........................... NOTfS AND DETAILS
SHEET J -7 .................. .IMPRO'rOIENT PLANS
SHEET B .: ....................... 'TRAmc CON'TROI.. PLAN
PROJECT SITE
EL FUERTE
STREET
INNOVAnON WAY
VJCNJYMAP
NOT TO SCALE
BASIS OF BEAFIIIGS
THE BASIS OF BEARINGS FOR THESE PLANS IS THE
CAUFORNIA COORDINA Tf SYSIDI, NAO BJ, ZONE 6,
EPOCH 1991.J5.
PRQECT LOCATION
THIS PRD.ECT IS LOCATED llfTHJN ASSESSORS PARCEL NUIIBER(S)
2/J:..261-10. 213-2111-11, 2/J-261-12, AND 21J-261-1J
THE CALIFORNIA COOi/DiNA Tf INDEX Of THIS PRO.ECT IS:
1990-6252 (CCS. NADBJ)
orEss,
,s • ru,p-1,
~ c;, ., -% ~ No. 59285 ..., ~ Exp. 06-30-09 f:i
c1v11..
Of C/11.. I~
SCALE: 11•200' TRENCH RESURFACING. . . . . SDRSD .G24-A .
PCC SJOEWALK . _ . _ ..... _ .SDRSD _G-:7 ... _ ...
5• nPE' G CURB AND. GUTlER. . . . . . . . . . . . . . . . . . . _SDRSI) _G-:2 . _ . . _
PROPOSED SIGN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
WATBl IFF0.9Eln-8
OOIESllC WATER calHEC'DCII. ro. THE: BU/UJING ....................... -
WATfR MAIN. _ 12" PVC qt.A~. 1~ _ ........ __ ..... _ . _ ...... __
· 12• CML.te STfEI. · WATER MAIN ........................... .
FIRE SERVICE CONNE.C1/0N. . . . . . . .
6" FIRE SERl;ICE . . .
GATE VALVf AS5alBL.Y ....................... Cllllll. 11'76 ..... .
2• MANUAL AIR REl.£ASC . . . . . . . . . . . . . . . . . . . . . .CAlllll 116 . . . . . . . .
2• BLOW OFF ASSE1/Bl. Y . . . . .CAlllll 116 . . . . . . . . .
~HYDRANT,AS;i£l,IBI.Y. ..................... CA/Ill ll',-12.
CONCRETf THRUST BWCK . . . . . . . . . . . . . . . . . . . . . CAlllrJ. 11'75 . . . . . . . .
DOUB/.£ CHECK VAL Vf DETfCTOR ASSEl,IBl. Y . . . . CIIWD. W22 . . . . . .
2"AIR VACIJUl,I VAL VE ASSfllBL Y . . . . . . . . .catllll 1Y7. . . . . . .
WATER LATfRAL ... ~•. $Ef/Vf(;E_ IY/ f".1.tf:'fl:8 ......... CA/Ill WJ ...... .
/RR/GA TION 1,1£:TfR . . 1~ .ME~ __ .......... __ _
SEWER IFROVBSn-8
SANITARY SEME!i' CONHEC1/0N ...... .
SEME!i' MAIN B~ P.VC ............................. .
r--7 l __ _cJ
: A. I
@
-w-w-
-w-w-
@)
-FS -·--·-·
8
■
• • I ~
t~l
D •
----@
CD
@ --.s---
188 LF
700 SF
12 LF
7 [A
1546 /F
168 LF
2350 i F
8 E/1
5 [A
6 [A
7 [A
JI El,
6 fA
2 EA
21 Ei\
SCME!i' LATfRAL *"-P.VC .W/CLEANOUT. ...... . -.. -.coc S-] . ----
stME!i' ACCESS HOLE . .... CDC 5-,1 ......... . o-'® 12CO LF
28 [A
6 EA
ENO CAP W/IB ]<I
DB«lUT10N
REJ.IOVf AND REPUCE CURB GUTTER ANO SIDEWALK ....... _S()ffS{) .G.-11 ........ .
REJ.IOVf AC PA',£/,lfNT. . .................................... .
REl,l()VE fXISllNG WA TfR SER',fCC ANO METERS
SAN DIEGO REGIONAL STANl)A/?Q ~J,IINGS. CAil.OUT. . . . . . . . . . . _ . . e,
CARLSBAD /,IUN/C/PAJ.. WA~ Ol!iT81CT. ............................ ~
:"CF:,:.•m• ...................... ~ EB
CARLSBAD MUNICIPAL WATER DISTRICT
DA V/D A. HAUSER R. C.E. JJ081 DATf
DEPUTY CITY ENGINffR
EXPIRAllON: 06-J0-2008
CITY OF' CARLSBAD F'IRE: DE:PARTME:NT
REQUIREJE.NTS
NO. OF F.H.(S) 7 F.Fl.OW 1500 G.P.M. OUT Of 1 F.H.
8W 1?/NKLEOt:::e-F.Fl.O',t JOOO G.P.1,1.
L. q ,. llf7
OATf
RCE
REVIEWED BY:
INSPECTOR
l tA
ao sr
624 SF
95 LF
"AS BUILT"
EXP.
DATE
DATE
BRESSI RANCH LOTS 19-22
t---+--+----------------1---+--+---I---I 1;;~;:,~:mA~~R W B/30/te ~4:f T
t--=-=c,,-+,----+----------------1-c---+--+----1---1 ;:;~D;WN;'.=B;Y;:'.:'.:'.::'.'.'.::=,;";:::::P;R;:O~JE:;;C~T~N'.;'.O.~~:::::;D:;:R=A:'.'.1'11'.:'.:N~G=N::O;:.~
DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKDB~: G>IP PIP 06-10 448-8
NGINEER Of WORK OTHER APPROVAL CITY APPROVAL RVWD BY: CW
J.N. 33/UIU
102307
R/W
J6'
10' 26'
4.5'
I ,......HYDRANT
~Slf!f!n,'J'
2:1 W · ~--it
4• CONTIGUOUS P.C.C.
SJOCWALJ( (T'rP.)
6" Tl1'E: "G" CURB
.t GUTTER (T'rP.)
'
72'
I )
26'
J6'
,o·
5.5'
R/W
4.5'
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0
SroRII SEIIER EU ll'A1ER
DRAIN ll'A 1ER
(DIIG NO. 4(}()-80) (S1ffi)
EXISTING PUBL.JC Sit££ 18 DWG N0.400-88
P: \.UlO\rNGR\_f>f ANS\IMI' \tols-19-22\JJJOirr,p02 dwg 8/27/2007 2; 06.-50 PM PDT
GA 7E"WA Y ROAD
ltlNOVA 1/ai WAY
TYPICAL SECTION
NO SCALE
MINll,IUl,I TRAFFIC IND£X • 7. 0
CITY OF' CARLSBAD SIGNING ,t: STRIPING NOTES
I. Tl,£ CONTRACTOR IS RESPONSIBLE FOR INSTAUA 1ION OF All SIGNING AND S'W.
2. All SIGNING, AND STRIPING AND PA 'EJENT IIARKINGS SHALl CONFORII 1V TH£ CAI.JR)RNIA MANUAL
ON UN/FORII TRAmt CONTROi. DCVICCS (FHWA 'S IIUfr:D 200J Rf'IISION I, AS Al,IEN()f1) FOR USE
IN CAL/fa/NIA, TH£ CAL TRANS STANDARP SPmFICA TIONS (2006 OR LA TEST \£RS/ON THERfXT},
THESE PLANS AND THE SPWAI. PROVISIONS
J. All SIGNING AND STRIPING IS SUB.£CT 1V THE APPROVAL OF THE PUBUC MOi'KS DIRECTOR OR
HIS REPRESENTA 711£. PRIOR 1V INSTAUA TION.
4. ANY DEWATION FR<M 1lfES£ SIGNING ANO STRfPING Pt.ANS SHAJ.L 8E APPROVfD BY THE ENCINf£R
OF MOi'K ANO PUBUC MOi'KS D/Rff:TrR PRIOR 1V ANY QIANCE IN TH£ f1CU).
5. All STRIPING SHALl 8E REFl.£C71"1£ P£R CALTRANS SPEaFICATION. STRIPING SHALL 8E REPAINTED
Tll!'J (2) 11£EKS AFTER INITIAL PAINTING.
6. All SIGNAG£ SHALL 8E REFl.£C71"1£ P£R CAL TRANS SPEaF/CA TIONS AND SHALl USE ENCAPSULATED
LENS REFl.£CTl"lf: SHEETING ·(HIGH INTENSITY OR EOIJAL).
7. PRIOR 1V FINAL ACCEPTANCE OF STRfET 11/PRO',£/JIENTS, ALL STREET STRIPING AND WARl<INGS
WITHIN A 500' PfJIIME1ER OF THE CONSTRUCTION PRO.ECT llltL 8E RfSTORED ro A "LIKE NEW"
CONDITION IN ,., WANNER IIIEE7ING THE APPROVAL OF TH£ arr INSPECTOR.
8. EXACT LOCATION OF STRIPING AND S71JP 1.11,1/T UNES SHALL BE APPRO'lfD BY THE PUBIJC MOi'KS
DIRECTOR OR HIS REPRESENTA 11"1£ PRIOR 1V INSTALL.A TION.
9. CONTRACTOR SHALL RDJ()"lf: ALL CONFUCTING PAINTED LINES. MARKINGS AND PA "lf:WENT LEGENDS
BY GRINDING. DEBRIS SHALL BE PROMn. Y RfW()\£0 BY THE CONTRACTOR.
10. All PA "lf:WENT LEGENDS SHALL BE THE LA '/FST 1£RSIDNS Of THE CAL TRANS STENCILS.
H. 1.11,1/T UNES AND CROSSltU(S SHALL BE F/EJ.1) LOCATED. ~OSSWALKS SHALL HA "If: A 10' INSIDE
DIMENSION UNLESS OTHERWISE SPECIFlfD.
12. ALL ~WALKS; LIMIT I.JNES, S71JP BARS. PA',OIENT ARROW.SAND PA',£/JIENT LEGENDS SHALL BE
THERl,/OPL.ASTIC UNLESS OTHERWISE SPEaFlfD.
IJ. FIK HYDRANT PA ',£JENT MARKERS SHALL CONFORM TO 1Hf CAUFORHIA MANUAL ON UNlfOftl,I TRAmC
CONTRa OCVICES (FHWA's' wn:o 200J REVISION I, AS AMENV£D FOR USE IN CAlFIFORNIA) AND
SAN DIEGO RfG/ONAL STANDARD DRA'MNG W-19.
14. ALL WED/AN NOSES AND Fl.ARES SHALL BE PAINTED lfiLOW.
15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOIN IN THE CAUFrRNIA MANUAL ON UNIFORM TRAmC
CONTROL OCVICES (FHWA ·s wn:o 200J REVISION I, AS AI.IENDCD FOR USE IN CAIJFORNIA}. UNLESS
OTHERWISE SPEC/flED.
16. SIGN POSTS SHALL 8E SQUARE PERFURA TED STEEL TUBING 'fllTH BREAKAWAY BASE PER SAN DIEGO
RfG/ONAL STANDARD ORA MING /J-45.
17. 'MIEN A SIGN IS ATTACHED 1V A POLE, IT SHALL BE MOONTED USING A STANDARD CITY Of CARLSBAD
APPRO'lfD MOUNTING BRACKET WITH STRAPS.
18. EXISTING SIGNS RfW()VfD BY THE CONTRACTOR SHALL BE DElJl,£RETJ BY THE CONTRACTOR 1V THE
CITY Of CARLSBAD PUBUC IIIJRKS YARD AT 405 OAK A 1£NU£
19. All SIGNS SHOVIH ON THESE Pt.ANS SHALL BE NEW SIGNS PROVIDED AND INSTAU..ED BY THE CONTRACTOR
EXCEPT THOSE SIGNS SPEaFICAU Y SHOVIH AS EXISITNG 1V BE REI..OCA TED OR TO REMAIN.
PROJECT DESIGN CONSULTANTS
Planning I Landscape Architecture I Environmental I El"IQineering I Survey
701 B Street, Su~e 800
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
.
.
.
ABBI IBIATIONS
,Ill AGGl'iCGATE BASE WON IIONUMENT
AC ASPHALT <X,iCRfTE NO NUlr/8ER
AD AREA DRAIN N. T.S. NOT 1D SCALE
APPROX APPROXJIIA TE OH O',£//HEAD
81..DG BUii.DiNG PAD PAD EJ.£VATION
BNDY BOUNDARY P/L PROPERTY LIN£
8,,1> BOmJM OF Pff PAE PU8I..IC ACCESS EASOIENT
c.tG CURB AND GUTTER P.O.C. PO/NTON CUR"lf:
C/L CEN1ER LINE PIV POST IND/CA TOR VAL "If:
CB CATQI BASIN PR ™ a. Cl.ASS PSI)£ PR/VA TE DRAIN EASEMENT co Cl£ANOUT Pf.IE PUBUC UTIUTY EASDIENT coc arr OF CAJ1LSIMD PIIC pa l'\,W)l CHLORfD£
CONC CONCRETE Pvtfl PA'EIIENT
CTS CALTRANS R RAOIUS
DBH OINK1ER BRfAST HEIGHT RCP R£INFORCED ~ Pff£
DOC DOU8I.£ DETECTOR CHEa< VAL"lf: R/W RIGHT OF WAY
OI ORA/NAG£ INLET RT RIGHT
EC END CUR"lf: RW Rfa.MIED WA 1ER
EG EXISTING GRADE s Sl..(Pf;
ELEV EJ..EVATl<Xi SDGC SAN DIEGO GAS It ELECTRIC
ESMT EASBIENT SD STrRIII DRAIN
EX DIJSTING SDl,IH STrRIII DRAIN MANHOLE
FDC F1/?E DEPT. CONNECTl<Xi SDRSD SAN DIEGO RfG/ONAI, SID. DIIG£
FF FINISHED FLOOR ss SANITARY SEll£R
FG FINISH GRADE SSMH SANITARY SEll£R llltNHOLE
FH F1l?E HYDRANT ssco SANITARY SEll£R Cl£ANOUT
FL FLOW l1NE ST STRfIT
FS F1l?E SERVICE SIIR SEll£R
.G GAS S/W SKJE WALK
GB GRADE BREAK TC TOP OF CURB
GUE GENERAL UTIUTY EASEMENT n; TOP OF GRAil'
~ HIGH OCNSITY POI. YETHYLENE 1P TOP OF PA IIEJffNT
HP HIGH PONT T,,1> TOP OF PIPf
IE IN\£RT El.EVA 110N n,> TYPICAL
/00 IRREvrJ..All.E OFFfR OF OEDICA Tl<Xi liC \£RTICAI. CUR"lf:
/RR IRRIGATl<Xi \£RT 1£111/CAL
,p JOINT POL£ II! 11V WA1ER
JT JOINT 1RENQI WAS WA 1ER AGENCY STANDARDS
L£ LANOSCAPE EASE/ENT Ill£" WA 1ER EASEIIENT
LF UNEAR FEET Ill WAIElf UN£
LP LOW POINT 1111 WA 1ER IIE1ER
LT I.UT WV WA 1ER VAL "If:
WH lll,HNOI.E
CASE Ill -CONCRETE BUS PAD
2% SUP£
I
'-.....__NATIVE SOIL
/'IJT£S•
TYPf: H CURB <PER SJJRSDJ••
(OIISTIN#!
9' Pa/TLAND C£/£NT C/JI/CRETE
P£R NCTD STANJMRD DVG CASE: III
6' C/JI/CRET£ TREATED BASE
P£R NCTD STANJMRD DIIG CASE: III
•• TYPE: G Cl.RB <PER SJJRSDJ IS ACC£PTABI..£ CJN CtJ..LECTtR STR££TS
INDUSTRIAL STRrrT TI=l.O (EXIS 711/GI
G)STREET CROSS SECTION AT BUS PAD
NOT 1V SCALE
l---~--1...J~~ I SH2EET I CITY OF CARLSBAD I SHBTS I
t----t--+-il•· ~f½-----1----+--+---!---I ~::::;;:;:~:;;,;:;=E;:NGl:;::NE~E~R;:IN=G=DE=P=A=R=lM=E=N=T==::'....'::===:
IMPROVEMENT PLANS FOR: l--¾--------,1-----11+ .. , .1~~----t---t---t---t-----t .. ,~
DATE INITIAL
ENGINEER Of WORK REVISION DESCRIPTION
BRESSI RANCH LOTS 19-22
DATE INITIAL DATE INITIAL ~~DBJ~: G.P
01\iER APPROVAi CITY APPROVAL RVWD BY: @ 1
PROJECT NO.
PIP 06-10
DRAWING NO.
448-8
J.N. 3370.1 .'.J
102307
I i
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11
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15' PRIVATE STORM DRAIN
DOC 2007-0546688
RECORDED AUG 16, 2007
20' GUE
EASEMENT
DOC ________ _
RECORDED ______ _
PR 07-26
[X/Sf!NG BLDG 2 ----·----~:@
. ! 8" SD ··\_ -}/:!:.~ .... C.NE ..
RlS[fi
REMOVE EX 6" SEM£R MAIN
PLUG AT ACCESS HOLE
TO 8£ WATER TIGHT
BLDG 3
I PER Mif r i_, 960
I ! I i I
(} 10
N
20
GRAPHICAL SCALE
SCALE: 1" = 20'
60
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•
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•
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CD PRIVA If STORII DRAIN Sl'Sml FOR RfFfR£NCE ONLY.
Sff GRADING AND DRAINAGE PL.AN, SH£ET J OF DMG
~BA FOR STCRM DRAIN INFORIIIA7ION.
(1) PROPOSED GENERAL unurr U.SEM&IT 1H FA Kl'! OF coc PCRDOC __ _
REC ___ _
PR 07-26
(J) RD/01£ EX WAllTi' 1./Nf AND VALi£ CU/STU/
@ RESURF'Aa: PER SDRSD G2+-A
@ REMOI£ EXIS71/IIG 6" S£1IER MAIN
@ REFER 1V GRADING PUNS FOR
FINISH GRADE ELEVA 1/atlS
PROJECT DESIGN CONSULTANTS
Plenning I Lsndscape Architecture 1 Environmental I Engineering I Survey
701 B Street, Suite BOO
619.235.6471 Tel
San Diego, CA 92101
619.234.0349 Fax
•
---·---
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No. 59285 ~
Exp. 06-30-09 J;
CIVIi.
CF CAL\~
BLDG 10
,.
'b 13+00
12+58.00
AH /5
RI/A 365.11
' • • .
'
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14+64.96, 0 60.82' LT
PRIVATE DRIVE = 5+27.47
0 26.00' LT /NOVA TION WAY
E:ND REMOVAL OF CURB
AND SIDEWALK
TC 377.16
14+24.07, O 10.00' L
I TB 45· PJ SEND
6 TC 375.J/
STa' SIGN
15+42.59
GUTTER
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'-='-""'-'-"--'-"'=VA DWY•
EXP.
VATION WA Fl. 375. IS
REVIEWED BY:
INSPECTOR
IMPRO't'EMENT PLAN FOR:
OATE
DATE
BRESSI RANCH LOTS 19-22
t----+--+----'------------~---'------1---L---1 I APPROVED: DAVID -'!'A?Y
_OEPOIY dft ENGINEER ~~@ZQ8
DA TE INITIAL
NEER Of WORK REVISION DESCRIPTION
DA TE INITIAL DA TE INITIAL
DlHER APPROV CITY APPROVAL
OWN BY: -PROJECT NO.
CHKD BY, Ge\lP PIP 06 10 RVWD BY, ""'Ml -
DRAWING NO.
448-8
J.N. 3370.10
102307
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DRAINAGE PLAN, SHEIT J OF DWG 448-BA FDR STOHN DRAIN /NFORMA 1/0N.
(g) PROPOSED GENERAL U1/UTY EASEIAfNT IN FA 14'.JR OF Cl,IYIIJ/cOC PER DOC __ _
REC ___ _
PR 07-26
Q) ALL WA 1ER SERVICE ARE 2" AND ALL WA 1ER 1,/ETERS ARE 1 ~
' .., _:_~_,?_0~_1..aE_"~-"-~oe-~_cc_~_t~-~-~-l~_nv_:_n?_.N_nta_~-~-0~_::_.,A_no_~_-~_:_v r 701 B Street. Suite800 San Diego, CA 92101
619.235.6471 Tel 619.234.0349 Fax
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SEWER DATA
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20+ 79. 77 19. m· 6 PRIVA.. ~v,
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23+5o. 72 • ' 6 PRIVAlE PVC S
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7C " '· 6 PRIVA ..
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9 l U s· PRIVAlE S 10A n· 22+24." 1 6 PRIVA ..
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11A " 21+44.72 · D amPRIVAlE PVC SEWER 11B ,. ---6 PRIVA .. ~v, ,___
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13 ar ~ 22+26.87 '" 6 PRIVAlE PVC SEWER
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@ REMOIIF EXIST WA 1E:R UN£ AND VAL VF CLUSTER.
@ Ail WAJE:R SERVICE ARE 2" AND Ail WAJrR lr/ETERS ARE I".
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2. P£D£S1RIMI CON1ROLS 111'.l. IE PRO\fO£D AS SHOrfl/ •
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S. ACCESS 11.L 8£ IIAINTNNED ro ALL IMIIOIOS' UNl.£5S 01HER ARRANGEIIENTS ARE IIADE.
6. 1RENCHES IIUST 11£ BACKFUCD OR l'UTED DURING NON-IID!WWG HOURS UM£SS K-RNI.S BARRIERS
ARC PllOMOO>. K-RAIL IS APA!Olfl) QW. Y rtH£N SPECIFICAU. Y SHOIN ON THE APflROIEP 1RAfflC CONTRa
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9. 1RAFFIC SIGNALS SHAl.l 11£11AIN FIJLJ. Y AC7!/A TED AT ALL ~ UNl£SS OTHERIIISC Al'fWOlfZI BY 1f£ arr DIGINCER OR HIS REl'liESe/TA11\£. IF TRAFFIC SIGNAL LOOP DE1EC1DRS ARE RB«RED IN<PfRA111£
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10. FIAGGEJ!S SHAU. BC £QUIPPU) rtl1H A IIH/1E HARD HAT, ON ORANGE ',£ST, AND A "STll" ~oar'
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11. A/.1. TRAFFIC CONJIIIQ. 0£1,fCES IIVS1' IE IIAINTMtfD 24 HWRS A DAY. 7 1M I'S P!R llfDC. BY THE CON1RAC1Qt
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14. ALL TRAmC CCNTRa OCVICES SHALL BC RDIOVED FROM lf£W OR COlfl'IED 11HEiV ON IS US£ .
15. 111£ aTY OIGIN£!R OR HIS llf~NF.51:HTAll'E HAS THE AU1HORITY ro /ltl11A1E FUD CHANG£S 7D /NSUlff PIJBUC SAFE1Y.
16. 1,/.l IIQlf( AFFECTING BUS SnPS SHALL IE .COORrltNA 7ED 11111-1 NO/UH Ct:XJNrY 'mNISIT DISTRICT. CONTRACTOR SHN.L
CALL NC70 AT (760) 967-2826 AT !£AST "12 HOURS IN ADVANCC OF STAR71NG IIDfll'
17. a-lANCEABLE ME'SSAGE' SIGNS SHALL 8£ USED fl ADVANCE OF 'TRAFFIC CONTROL ON IIAJOR AND PRIii£ AR1ERIALS,
UHl£SS OlhfRIIISE APPROVED. THESE SIGNS SHN.L Bf: SHOtl/N ON THE TRAFFIC CONTROL PUN •
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701 B Street, Suite 800
619.235.8471 Tel
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PRQ.ECT NO.
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