HomeMy WebLinkAboutDWG 415-9W; CT 97-13; CARLSBAD OAKS NORTH PHASE 3; 01-04GENERAL NOTES
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PR[V/OUSL Y APPROVED BY TH[ CITY
OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS.
2. APPROVAL aF THIS PLAN DOES NOT I FSSEN OR WAIVE ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOQUMENTS LISTFD HEREON AS THEY MAY
P[RTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SNALL
REVISE THESE PLANS WNEN NON-CONFORMANCE IS DISCOVERFD.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TNE DEVELOPER OR ENGINEER-
OF-WORK ,ROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS !,ND
OMISSIONS DISCOVERED DUR/NG CONSTRUCT/ON. ALL PLAN REVISIONS SI/ALL
/JE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A R/GNT-OF-WAY PERMIT !ROM Tl/£ CITY [NG/NEER WILL BE REQUIRED FOR ANY
WORK IN TNE PUBLIC R!GH T OF WAY. PRIOR TO PERM/ T ISSUANCE, A
CERT/FICA TE OF INSURANCE MUST BE FILED NAM/NG TNE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON Tl/[ PERMITTE['S POL/CY IN THE MINIMUM AMOUNT
or $7,000,000.00 FOR EACN OCCURRENCE Of LIABILITY. T/-1[ INSURANCE
COMPANY WRITING TN[ POLICY MUST NAVE A RA TING OF "A-OR BETTER
AND A Sil[ CATEGORY OF CLASS V OR BETTER AS ESTABL/SNED BY "BESTS" KEY
RA TING GU/0£.
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED ,ROM
THE CITY AND OTHER APPROPRIATE AGENCIES
6. REVIS/ON OF THfSE PLANS MAY BE REQUIRED IF !HE PROPOSED
IMPROVEMENTS ARE NOT CONSTRUCT[O PRIOR TO THE DEADLINE DA TE OF TH[
!MPROV[M[NT AGR[EM[NT
7. NO REVISIONS WILL 8[ MADE TO THESE PLANS WITNOUT THE WR/TffN APPROVAL
OF TN[ CITY t.NGIN[ER, NOTED V~THIN THE REVISION BLOCK, ON THf
APPROPRIA T[ S/-/FET OF Tl/[ PLANS AND TITLE SHFET.
8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BflNG
SIGNED 8 Y TN[ Cl TY [NGIN FER.
9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS
BY TH[ ENG/NffR-OF-VIORK PRIOR TO FINAL ACCEPTANCE OF THE WOHK BY THE
CITY.
10. ACCESS FOR FIRE AND OTN[R EMERGENCY V[N/CLES SHALL BE MAINTAINED TO
Tl/£ PROJ[CT SIT[ AT ALL TIMES DURING CONSTRUCT/ON.
11. WHERE TRENCHES ARE WITNIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF:
(A) SUMMARY SHEET, (B) LABORATORY WORK SHEEIS ANO (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL [NG/NEER or TN[ STAT[ or
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECNAN/CS. Tl/£ SOILS REPORT WILL BE SUBMITT[D TO Tl/[ CITY ENGINFERING
INSPECTOR VI/THIN TWO WORKING DAYS or COMPLETION or FIELD TESTS. THE
WRITTEN FIELD COMPACTION REPORT(S) SHALL BE IMMEDIATELY SUBM/1 IED TO
Tl/£ CITY ENGINEERING INSPECTOR UPON COMPLETION or THE FIELD T[STS.
12. A PR[CONSTRUCTION M[fT/NG SHAii RF HFI D AT TH[ SITE PRIOR TO THE
BEGINNING or I/ORK AND SHALL 8[ A TT[ND[O BY ALL R[PRES[NTA T/V[S
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL
OTNER ASPECTS OF TNE WORK. THE CONTRACTOR SHALL SCHEDULE Tl/£ M[ET/NG
BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE
PRIOR TO SCHEDULING.
JJ. ALL INSPECTION REQUESTS OTll[R TNAN FOR PRECONSTRUCTION MEETING WILL BE
MADE BY CALLING TH[ ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT
(760) 438-3891. INSPECTION REOUESTS MUST BE RECEIVED PRIOR TO 2: 00 PM.
ON TN£ DAY BEFORE THE INSPECTION IS NEt.DfO. INSPECTIONS WILL BE MADE
TIIE NEXT WORK DAY UNLESS YOU REQUEST OTIIER'WISC Rf'OUESTS MADE AFTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL NORK DAYS LATER.
14. Tl/[ OWNER AND/OR APPLICANT THROUGH Tf/£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY D£v1CES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAi,
STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LAWS AND REGULA T/ONS.
15. TH[ CONTRACTOR SHALL CONFORM TO LABOR CODE SE'CTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SNOWING
THE DESIGN OF SHORING, BRACING SLOP£ OR OTN[R PROVISIONS TO Bf MADE
OF WORKER PROTECTION FROM TN£ HAZARD or CA v1NG GROUND DURING TNE
EXCAVATION OF SUCH TRENCH OR TRENCNES OR DURING Tl/[ PIP[ INSTALLATION
THEREIN. THIS P!_AN MUST BE PREPARED FOR Al L TRENCNES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERN[D
AGENCY PRIOR TO EXCAVATION. IF Tl IE PLAN VARIES FROM TH[ SNORING SYSTEM
5/ANQAROS f STAR/ /SHED BY TH( CONSTRIIGVON SAffTY ORDERS VT/ E B
CALIFORNJA ADMINISTRA T/VE CODE THE PLAN SHALL fl[ PREPARED BY A
REGISTERED [NG/NEER AT THE CON/RAC/ORS EXP[NSE. A COPY or Tl/[ OSI/A
EXCAVATION PERMIT MUST BE SUBMITTED TO TNE INSPECTOR PRIOR TO
EXCAVATION.
76. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE
DURING CONSTRUCT/ON, OPCRAVONS WI/ I CEASE lMMFD(AT[I Y ANO THE
P[RM/TT[[ WILL NOTIFY TH[ CITY [NG/NEER. OPt.RA T/ONS WILi NOT RESTART
UNTIL THE PERM/TT[£ HAS RECEIVED WR1TT[N AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
17. ALL OPERA T/ONS CONDUCTED ON TH[ SIT[ OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, AHR/VAL, DEPARTURE OR OPERATION or TRUCKS,
EARTNMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTNER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO /HE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY Tl/RU TR/DAY AND NO [ARTHM0v1NG OR GRADING
OPERATIONS SHALL IJ[ CONDUCTED ON WEEKENDS OR NOL/DAYS. (A LIST or CITY
HOLIDAYS IS AVAILABLE AT Tl/£ [NG/N[[R/NG DEPARTMENT COUNTER.)
18. ALL OFF-SITE HAUL ROUT[$ SI/ALL BE SUBMITTtD BY THE CONTRACTOR TO THE
CITY ENGINE[R FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING or
WORK. THE CONTRACTOR SNALL BE RESPONSIBLE ,OR ANY DEBRIS OR DAMAGE
OCCURRING ALONG TN£ HAUL ROU IE o,q ADJACENT STREETS AS A RESULT OF Tl/[
GRADING OPERATION.
19. NO BLASTING SHALL BE COMMf.NCt.D WITHOUT A CITY ENGINEER APPROV[D
BLASTING PROGRAM AND BLASTING PERMIT.
20. THE [XIS /ENC[ AND LOCATION or UTILITY STRUCTURES AND F AC/LIT/ES SNOVIN
ON THE CONSTHUCTION PLANS WE.RE OBTAINED BY A SEARCH OF TH[ AVAILABLE
RECORDS. ATTENTION IS CALL[D TO Tl-IE POSSIBLE EXIST[NCF OF OTHER
UTILITY TACILl71t.S OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SNOWN ON T/1[ PLANS. Tl/[ CONTRACTOR 15 REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND
ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN.
21. THE CONTRACTOR SHALL VERIFY TNE LOCATION OF ALL EXISTING FACILITIES
( ABOVEGROUND AND UNDERGROUND ) WITHIN THE PROJECT SIT[ SUFF/Clf.NTL Y
AHEAD OF THE CONSTRUCTION TO PERMIT fHE REVISIONS OF TN£ CONSTRUCT/ON
PLANS IF IT IS FOUND THAT THE ACTUAL LOCA TIDNS ARE IN CONFLICT WITH
THE PROPOSED WORK.
22. THE CONTRACTOR SHALL NOTIFY AFFECTED U//L/TY COMPANIES (SEE BELOW) AT
LEAST TWO FULL WORKING DAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR
FACILITIES AND S/-IALL COORDINATE WORK WIT// A COMPANY REPRESENT A TIVF.
UNDERGROUND S[RV/C[ ALERT
SOG&E
AT&T
TIME WARNER CABLE
CITY OF CARLSBAD (STRffTS AND STORM DRAIN)
Cl TY OF CARLSBAD (SEWER, WATER & RfCLA/M[D WATER)
BUENA SANITATION DISTRICT
CITY or VISTA (STREETS & STORM DRAINS)
VISTA /RR/GA TIDN DISTRICT
COX COMMUN/CATIONS
(800} 422-41J3
(BOO} 660-7343
(BOO) 892-0123
(160) 4.J8-7741
(760) 434-2980
(160} 438-2722
(760} 726-JJ40 (X/374)
(760) 726-1340
(760) 806-3100
(760) 806-9809
23, IN ACCORDANCE V~TH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY
TNIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGES
DOWNSTR[AM. SI ENC/LS SHALL B[ ADDED TO TH[ SATISFACTION or TH[ CITY
ATTORNEY.
CARLSBAD OAKS
STREET NOTES
1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE
fE'.'iTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF TH[ STA TE
OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TN[ FIELD OF APPLIED sol[' MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS
AND THE t.NG/NfERED S IRUCTURAL SECTION MUSI t!E SUt!M/1 Tt.D /0 THE
[NG/NEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM or TWO (2)
Cl TY WORKING DAYS /JU OH£ THE WOI/K iJt.GINS.
2. STR[[T LIGIHS SI/ALL /J[ /NSTALL[D AS SI/OWN ON Tl/ES[ PLANS, UND[RGROUND
CONDUIT RUNS, SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE
"AS-BUii. T" PLANS. NO DIRFCT BURIAL STREET LIGHT FDUNDA TIONS WILL Bf
ALLOWED. ALL LUM/NA/RES SNALL BE "CUT OFF" TYPE.
3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO
CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING or STREETS.
4. STORM DRAIN PIP[ SHALL BE REINFORCED CONCRETE PIP[ WITN A MINIMUM
0-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 75" PVC MAY BE
U/ILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH
.3/4" ROCK PER SDRSD 5-4 TYPE "C" AND PIP[ MEETS ASTM STANDARD 3034 r OR SOR 35 SOLID WALL PIPE.
5. WHERE AN EXISilNG PIPE LINE IS TO BE ABANDONfD IT SHALL BE REMOVED
VI/Tl/IN TW[NTY FEET or BUii.DiNG DR STREET AREAS AND R[PLACFO WIT/I
PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL HE PLUGGED
VI/Tl-/ CONCRETE OR REMOVED AS APPROVED BY Tl/[ CITY [NG/NEER.
6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS or TITLE 24,
CALIFORNIA ADMINISTRATIVE CODE.
7. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 or /H[ CITY
or CARLSBAD LANDSCAPE MANUAL.
8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET VIITNIN Tl/£ LIMITS
OF WORK OF TNIS PLAN PER SORS D WG Ml 9.
9. ALL SURVEY MONUMENTS /\ND POINTS THAT ARE DISTURBED BY THIS WORK
5/-/ALL BE R[ESTA/JLIS!l[D, P[RPETUA TED, AND DOCUMENTED PER THE
PROFESSIONAL LANO SURVEYORS ACT
10. TWO (2) SETS or SURVEY (CUT) SN[[TS SNALL B[ PROVID[D TO TN[ CITY
FNGIN[ERING INSPECTOR.
SEWER NOTES
1. SEWLR MAIN AND APPURTENANCES S/-/ALL BE CONSTRUCTED IN ACCORDANCE WITH
Tl-/[ "CITY or CARI.SBAD [NG/N[[RING STANDARDS (LATEST EDITION), VOLUME !-
GENERAL DESIGN STANDARDS, CHAP!t.R 6-DESIGN CHI/LR/A FOR GRAVITY SEV/fR
LINES AND APPURT[NANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/ON, LATEST
[D/TION (GR[[N BOOK).
2. Tl/[ CONTRACTOR SI/ALL OBTAIN AN EXCAVATION P[RMIT !ROM TN£ DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL
PROVISIONS OF T/-/E STA TE CONSTRUCT/ON SA1£TY ORDERS.
PHASE 3
C. T. 97-13
CMWO CONSTRUCT/ON NOTES
I. ALL POTABLE WATER SERVICES SHALL BE I" AND ALL POTABLE WATER METERS
SI/ALL BE 5/8" /UNLESS OTHERWISE NOTED ON PLANS/.
2. ALL WATER METER BOXES SHALL BE /7"x30"x/2" POLYMER CONCRETE AS
MANUFACTURED BY A.~MORCAST OR EQUAi..
3. MINIMUM SPACING BETV/[[N POTABLE WATER LATERALS AND S[W[R SERVICES
SHALL BE IO FFE T.
4. THE TOP OF 'WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURfACE
GRADE.
DECLARATION OF RESPONSIBLE CHARGE
I HEREBY OE Cl ARE THAT I AM THE ENGINEER Of WORK FOR THIS
PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHAR&'£ OVER THE
IXSIGN Of THE PROJECT AS OEFINEO IN SECTION 6703 Of THE BUSINESS
ANO PROF£SS!ONS COO[, ANO THAT TH[ DESIGN IS CONSISTENT WITH
CUl/1/tNT SIANOAl/05.
I UNDERSTAND THAT THE CHECK Of PROJLCT DRAWINGS ANO
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT REL/£//£ ME,
AS ENGINEER OF W()RK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN
0 DA Y CONSUL TAN T5, !NC.
2710 LOK[R A VLNU[ /lf'ST, STE. /00
CARLSBAD, CALIFORNIA 92010
(160) 9Jl-7700
afESS1a
.CAR
& "' --_,._ .z
'-' "' L,J ,.,,
NORTH
3. BEFORE ANY CONNECTION TO TNE DISTRICT'S EXISTING SYSTEM, A PERMIT
0::. NO. 55.381 .::i:,; * EXP. 12/J1/08 ---------/J~ CITY OF' OCEANSIDE
SI/ALL BE OBTAINED FROM THE DISTRICT. IT MUST BE SIGNED AND APPROVED
BY TH[ DISTRICT'S ENGINEER AND SUPERINTENDENT
4. BEFORE CONSTRUCTION BEGINS IN ANY 1-'Ul!L/C RIGHI Of '/IA Y, A CITY HIGH)
OF WAY P[RM1 T SI/ALL /3£ R[QUIR[D.
5. TH[ CONTRACTOR SHALL NOTIFY {HE C/IY or CARLSBAD ENGIN[EHING
INSPECTION 48 I/OURS PRIOR TO Tl/£ BEGINNING or CONSTRUCTION.
(TEIEPIIONE NO. [760] 4.38-3891)
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE '/I/TH TNE "CITY OF CARLSBAD [NGIN[[RING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & 3.
2. THE CONTRACTOR SNA!_L OBTAIN AN EXCAVATION PERMIT FROM TNE DIVISION
OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL PROv1DE PROOF
or OSI-IA NOT/FICA TION AND SHALL ADHERE TO ALL PROVISIONS or THE STA TE
CONSTRUCT/ON SAFETY ORDERS.
.3. BEFORE ANY CC!NNt.C /ION OR SHUT DOWN OF VALVES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED ANO APPROVED BY !HE C/JY OF CA/lLSBAO'S Ot.1-'UIY C/JY
ENGINEER AND THE UTILITY OPERA T/ONS' PUBLIC WORKS MANAGER.
4. A PRECONSTRUCllON CONFERENCE MEETING SHALL BE N[LO A MlNIMUM OF 7
DAYS BEFORE CONSTRUCTION BEGINS. TH[ CONTRACTOR SHALL NOTIFY TN£
CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO BEGINNING
OF CONSTRUCTION, ffLEPNONE N0.(760) 438-.3891 FOR SCNEDULING.
5. TN[ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
Ot.PAR/MtN1 48 HOURS PRIOR 70 SIAR7/NG WORK SO !HAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
6. NO TREES OR STRUCTURES SNALL BE ALLOWED IN Tl/[ WATER LINE EASEMENT,
ALL f.XIS /ING /HEtS AND STRUCTURES SNALL BE REMOVED PRIOR TO
COMM[NC[M[NT OF WORK -ANY EXCEPTIONS SHALL REQUIRE: WRITTEN
PERMISSION FROM TH[ DISTRICT ENGINEER.
7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA TIJOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN 8£ PERFORMED IN
ANOTNER MANNER, TNE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE
FORM OF PROTECTION.
8. THE EXACT I/0R/ZONTAL ANO V[RTICAL ALIGNMENT AND TYPE OF MA TERIAI S OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING
SNALL B[ O[T[RM/N[D BY Tl/[ CITY or CARLSBAD /IRE MARSNAL.
9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 7" AND ALL
METERS SHALL B[ 5/8" (UNLESS OTIIERWIS[ NOTED ON PLANS).
10. ALL /IA TER METER BOXES SHAii_ BE 17" X JO" X 72" POLYMER CONCRETE AS
MANuFACTUR[O BY ARMORCAST OR EQUAL.
11. MINIMUM SPACING BETWEEN POTABLE VIAT[R LA T[RALS AND S[V/[R S[RVICES Si/ALL
BE 10 FEET
12. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH TN£ FINISHED SURFACE
GRADE.
JJ. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR TN[ SEPARATION OF WATER MAINS ANO SANITARY SEWERS"
PUBLIS/-1[0 BY Tl/[ STATE or CALl,ORN/A'S D[PARTM[NT OF /!EAL TN SERVICES.
14. AXIAL DEFLECTION AT THE PIPE JOINIS All£ NOT ALLOWED. TNE USE OF A 11/GN-
DffL[CT/ON COUPLING AT A PIPE JOINT MAY BE PERMITTED BY TIIE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION P[R
COUPLING (2 D[GRffS/[ACH GASK[T}. US[ C[RTAINTffD "VINYL-IRON" H.D. FOR C900.
NOTE!!
k-~ _:.,. OAT[: ~&'fh
TIMOTHY OCARROLL.~ '
R. C.£ NO 55381 EXP. 12/31/08
REFERENCE DRAWINGS
CITY Of CARLSBAD DRAWING No.s 415-.9, 4/5-9A
415-9/ & 4l5-9J
BASIS OF BEARINGS
J'q~ CJV\l.
OF CALI'
TH[ BASIS or BEARINGS FOR THIS SURVEY IS Tl/[ CALIFORNIA COOROINA T[
SYSTEM NAOBJ, ZONE 6, BASED UPON THE GRID BEARING BETWFEN PT NO
78 ANO PT. NO 71 AS OESCRIB[O IN RECORD OF SURVEY NO 17271,
1£ N26'28'20''£
SOURCE OF TOPOGRAPHY
BASE IUPOb'RAPHY SHOWN fOR PHASE J ON THtSE PLANS WAS
GENERATED BY AERIAL TOPOGRAPHIC SURVEY BY SAN-LO AERIAL
SURVEYS ON MARCH /4, 1996. PHASE I BASE TOPOGRAPHY AS
SHOWN ON fHtSE PLANS IS PER CITY OF CARLSBAD DWG. No. 4l5-9A.
PHASE 2 BASE TOPOGRAPHY AS SHOWN ON THESE PLANS IS PER
CITY OF CARLSBAD OWG. No. 4l5-9L
TOP06'RAPHY SHOWN Ht//tON CONFORMS TO NATIONAL MAP ACCURACY
STANDARDS.
PROJECT LOCATION
THIS PROJECT IS LOCATED WITHIN ASSESSORS PARC£/ No. 209-T20-l7
THE CALIFORNIA COOROINA TE INDEX Of THIS PROJECT IS N 1994 E 6252
LEGAL OESCRIPT/ON
A PORTION OF LOT ''8" OF RANCHO AGUA 11£0/0NOA, IN THE CITY OF
CARLSBAD, COUNTY OF SAN D!tGO, SIATE OF CAL/FOi/NiA, ACCOI/OING
TO MAP THEREOF NO 823, FILED IN THE OFFICE Of THE COUNTY
RECORDER OF SAN DIEGO COUNTY, NOVEMBER 16, 1896.
OWNER
CARLSBAD OAKS NORTH PARINERS. L.P.
PD BOX 80036
SAN 0/£6'0 CALlfORN!A 92/J8
(619) 223-1663
PACIFIC
OCEAN
tLECTRONIC DA TA FILES AR£ FOR REFERENCE
ONLY AND AR£ NOT TO 8£ USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
Civil Engir1eeri.1g
Planning
Processing
Sur11eyin.;i
-------------------~
DESIGNED BY: H.R. DATE: FEBRUARY 2008
C.RAWN BY: ~T.~G~. ___ SCALE: AS SHOWN
PROJECT MGR.· T.0.C. JOG NO.: 96-7005
ENGINEER OF WORK:
BENCHMARK:
DC:SCRIPTION: 2" ALUMINUM DISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE Of PALOMAR
AIRPORT ROAD, 300 FEET WFST Of
MELROSE ORI:/£
RECORD FROM: R.O.S ND 11271 (PT 110. 11)
YI -.
F
j CITY OF' VIST-:_A--::--
: WHIPTAIL LOOP SITE
::,---BUSINESS PARK DR.
( ~
CITY or
r-.1:~~SAN MARCOS
CITY or ENCINITAS
VICINITY MAP
NO SCALE
CAU170N II
CONTRACTOR TO VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN
TH£ FIELD PRIOR TO CONSTRUCTION!
CARLSBAD MUNICIPAL WATER DISTRICT
DAVID A. HAUSER R.C.E. 33081 DATE
DEPUTY CITY ENG:NEER EXP. 6/30/ 10
---
--
DATE INITIAL
WORK TO BE OONE
THE IMPROVO.fENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS,
CURRENT AT 111£ /!Mt OF CONSTRUCTION, AS OIRtCTEO BY THE CITY [NG/NEER.
I. CARLSBAD MUNICIPAL COO£
2. CITY or CARLSBAD STANDARDS
.1 THIS StT or PLANS
4. RESOLUTION NOs. 5244 -5252 OA TEO AUGUST 21, 2002.
5. THE STANDARD SPtC!FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
6. SOILS REPORTS ANO RECOMMENDATIONS BY WOODWARD-Cl YOE CONSULTANTS OATEO JUN[ 15, 1990.
7. SOILS REPORTS ANO RECOMMENDATIONS BY GEOCON INCORPORATED OATtD DC/OBER 21, 2004.
8 THE SAN 0/tGO REGIONAL STANDARD DRAWINGS A/1/T~s MAY BE MOO!FIEO BY THE CITY or CARLSBAD STANDARDS
9. CARLSBAD MUN/OPAL WATER DIST. STANDARDS ANO SPtC!F!CATIONS FOR WATER, SEWER ANO RECYCL[D WAT[R
10. STORM WATER POLLUTION PREYFNTION PLAN (SWPPP) PRtPARED BY 0'/JAY CONSUL TANT5, INC.
DATED FEBRUARY 4, 2008, WOIO NO. 937CJ30416. RcV. .JULY II, 2008.
11. STORM WATER MANAGEMENT PLAN (SWMP) FOR CT 97-13-03 PREPARED BY O'oAY CONSULTANTS, INC.
DATED FtBRUARY 5, 2008.
12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK
ANO CAL TRANS CONS TRUC /ION SI TE BMP MANUAL
NOTE: OUANT/f!ES ARE FOR BOND/NC PURPOSES ONLY. ACTUAL QUANTITIES MAY VARY.
STD. DWG'S. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHERWISE.
LEGEND
DESCRIPTION DWG. NO. SYMBOL
A.C. PAVING Of STREETS 4" A.C. OVER 6" AB MIN. OR AS SPECIFIED BY SOILS ENG/NEER
P.C.C. s• CURB&: GU/TtR ...... .
P.C.C. SIDEWALK (4"). . ........ .
PEOESTR!AN RAMP TYP[ A' .. .
P.C.C. DR!VEWA Y ~ ALLEY TIP£ (MOO) .
STREET LIGHT (IOOW HPS) 9500 LUMENS.
SIGN .............. .
STREET SURVEY MONUMENT (SEE KEY MAP).
8" P. V. C. SEWER.
SEWFR ACC[SSHOI £
9• SEW£!/ LATERAL. . . . . . .
C-2, TIP£ 'C' .. .
C-7 ......... .
C-27 ........ .
.GS-20 & DETAIL SHT. 2.
[-1'.
M-45.
/,1-10.
C.M. W.O. S-5.
C.M. W.O. S-I. . ....
.S-1 ...
12• Pf/47 WA lfR LINE (HG 550} ........ .
12• GATE VA/ VE.
FIRE HYDRANT ASSFMBL Y. . . .
2" BLOW OFF ASSEMBLY ....
2• MANUAL AIR Rtl[AS[ (M.A.R.).
2• AIR VACUUM VALVE (11.V.A.) .....
ENO C4P & 1.8.. .
8' P V. C. RFC. WA lfR LIN[ (HG 550).
2• !RR/GA TION SERVICE.
J6" RCP STORM DRAIN.
18" RCP STORM ORAIW.
TIP£ 'B-1' CL ..
TYPE 'B' C. 0 .
C.M. w.o. W-16.
C.M.W.O. W-12.
C.M W.O. W-6.
.CM.WO W-6.
.C.MWO. W-1.
.W-15.
.W-4 ...
.. 0-60.
. .. f)-60, .....
. ...... 0-2• ..... .
D-10 ..... .
• AS MODIFIED BY Cl TY OF CARLSBAD ENGINEER/NG STANDARDS
INDEX OF SHEETS
SHEET NO. DESCRIPTION
TITLE SHEET
0---------
r t,,
---s--
. ------0---
---,G)
-----=--L ---o-w--
-----w-
-~-w-
I>---w-
---------<CD ----------·------
I
2
J
4
KEY MAP, STRtET SECTIONS &: DFTAILS, NOTES
SURFACE IMPROVEMENTS, WATER &: REC. WATER PLANS
SEWER &: STORM DRAIN PLANS
QUANTITY
21,800 SF
700 Lf
J,500 SF
2 EA
14,105 Sf
I EA
J EA
9 [A
270 Lf
I EA
2 EA
490 If
4 [A
I EA
3 £A
3 £A
2 EA
4 EA
265 LF
2 EA
280 Lr
50 Lf
2 EA
2 EA
REQUIRED TREATMENT CONTROL BMP TABLE
lYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE
AGREEMENT FREQUENCY -~· -
SEE GRAD/NC PLAN
CITY OF CARLSBAD FIRE DEPARTMENT "AS-BUILT"
REQUIREMENTS
NO. OF F.H.(s)_l__ F.FLOW /$IX) G.P.M. OUT OF _Ls.H.(S).
BLDG.,RINKLED YES/NO ... F.FLOW __ G.P.M. TIMOTHY 0. CARROLL, JR.
R.C.E. 55381 EXP, 12/31/10 DATE
-A~-i~~ REVIEWED BY: F:Ri) ARSH1 rDA
INSPECTOR DATE
I SH,ET I CITY OF CARLSBAD I SH4TS I
ENGINEERING DEPAR™ENT
IMPROVEMENT PLANS FOR: ' --
---CARlSBAO OAKS' NORTH
PHASE J
T/Tl[ SH££T I
I C.T. 91-fJ
APPROVED BY: DA'tl) ;t:_SER
I
I ,1?□?..:>/~
·-DEPUTY CITY ENGINEER PE 33081 EX?.06/30/1 D DATE
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL
2710 Loker As1enue West
Suite 1::m
Corlsbod, Colifurnio 92010
760-931 -7700
Fo~: 760-931-!:3680
www.odayconsultants, com
----~--4 ---~ -
TIMOTHY 0. CARktiR. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:~
RVWD BY: C. T. 97-13 415-9W
'<CE: 55381 ELEVATIO~: 444.00 MS.L. DATUM: NGVO I 929
I ,i·,11 '1'· •r,I '• I''' 1·,.·1 ~", ''C _ ,,,,; II c ,11
, -< - , 1 ,~. ' " ·-· ·:. -11 -, -,-" ,-
NOTE!!
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
~.,,,o.s'
¾-~
~~i-
i:I
-1----
JO'
s· ,1_5
_..-------------------
• I I
--------
LDf 3
26'
EXIST. WHIPTAIL LOOP
NOT TO SCALE
-... __ _
KEY MAP
SCALE: ,-= JOO'
INDEX OF SHEETS
SH[[T NO.
I
2
J
,/
' . "' i'>
D[SCRIPTION
TITLE SHEET
KEY MAP, STREET SECTIONS ,t OE/AILS, NOTES
SURFACE IMPROVEMENTS, WATER ,t REC. WATER PLANS
SEWER ,t STORM DRAIN PLANS
I~~ ~ ~ L"'Si
-------n-----
/;
//
I '
KEY LEGEND
SHEET NUMBER. . . .
SEWLR.
ACCESS HOLES. . . .
WATFR.
R[C. WATFR.
CAT[ VAL >f"S. • . .
FIRE HYDRANT.
EXIST. FIRE HYDRANT.
STREET LIGHT.
STORM DRAIN.
LOT NUM8ER.
STR. SURVEY MON..
I I
I
I I
}-------
' I
--s-
o
.-w-
_-RW-
-
)l
--S[r---
@
t,,
o' 100'
50 200'
SCALE: I" = 100'
6" P.C.C.
CURB
1, _DRIVEWA,Y W!DI!:!....,,_
(24' t.'II1I.IUM)' ----1--~~-,,,
I
I
I
6" P.C.C. n<' ,;;
CURB "
VERTICAL f ACE
CURB (HEIGHT
VARIES) I SEE NOT£ 1
~---SIDEWALK RAMP -
[Al s.0 FT. FBR s.a FT. s1erw,t<LK
8.0 fT. FOR 6. 0 FT. SIDEWALK
(OR GREATER)
1 .5'
1/2" RADIUS
w z :::,
L
• • A". •· . ; .. •
1 1/2"
(NO LIP)
TYPICAL PLAN
ARIES
7 1/2" P.C.C. ..
6" AGG.
BASE (MIN.)
~ ffi lc., ii~
• .
CENTERLINE X-SECTION
V
·6f+.-ANS 8H.,
SEE NOTE 4
4" A.C. (MINIMUM)
3.3" SLOPE
4" AGG BASE
(MINIMUM)
1. THE RAMP SHALL HA VE A 12" ~DE BORDER ~TH 1 / 4' DEEP SCORE UNES AND 1 /8" RADIUS.
THE SPACING SHALL BE APPROXIMATELY 3/4" 0.C.
2. • = ELEVATION SHOWN ON PLANS (TOP OF CURB, AND GUTTER ELEVATION)
3. ALL CONCRETE SHALL BE 560-C-3250
4. TRANSITION FROM FULL HEIGHT CURB TO NO CURB.
' OR AS REQUIRED BY rnE CITY ENGINEER ''MODIFIED
l1
~.L:.flA""-P.wPR..:.0:..:.1VE_..D~DAll.TEi..1---~C.:..:I~TY.!....:O'-!F:....:::C~A;l;!:R~LS~B~A!.!:D~-....J,/2L u~ 6_04
ALLEY TYPE
DRIVEWAY
CITY ENGINEER
SUPPL£MENTAL
MODIFIED ALLEY-TYPE DRIVEWAY
NOT TO SCALE
DATE
GS-20
4" A.C. PVMT. OVER 6" A.B.
(MIN.} OR AS RECOMMENDED
UP TO 36" STORM DRAINJ-;·
8 • REC. WATER
'<> \ \ 12" WATER MAIN
CAUTION!!
CONTRACTOR 10 VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN
THE FIELD PRIOR TO CONSTRUCTION!
BY SOILS ENGINEER -S[E STREET
NOTE No. I.
BOBCAT COURT
JO M.P.H. DESIGN SPEED r:l.=1.0
PRELIMINARY R-VALUE = 65
NOT TO SCALE
0 ,:~ _,c
2710 Loker Avenue We::.l
Suite 1 DO
nd, California 92010
lti0-931-7700
""o,-:: 760-9.31 -86B0
WWW . o d aye onsul ton ls.com
T s
Civil Ergineerlng
Pla1ning
Processing
Surveying
-------
DESIGNED BY: H.R. JATF: 1EBRLARY 2008
DRAWN BY:. _Ll;,__ __ SCALE: AS SHOW~
, PROJECT MGR.: T.O.C. JOB NO.: 96-1005
i •
I ENGINEER OF WORK:
~4 o;;~~1
8" SEWER MAIN
TYPICAL UTILITY SECTION
NOT TO SCALE
"AS-BUILT"
TIMOTHY 0. CARROLL, JR.
R.C.E. 55381 EXP. 12/31 /10 DATE
REVIEWED BY:
INSPECTOR DATE
BENCHMARK:
DESCRIPTION: 2" ALUMINUM DISC STAMPED GPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FEET flfS T OF
MELROSE ORI >f"
~ECORD FROM: R.0.S NO. 17211 (PT. NO. 11)
ELEVATION: 444.00 M.SL, DATUM: NCVD 1929
I SH2T I CITY OF CARLSBAD I SH4TS I ----~---ENGINEERING DEPAR™ENT -------------------
~---~--~ IMPROVO.l[NT PLANS FOR:
CARLSBAD OAKS NORTH
PHASE J
C.T. 97-IJ ------
APPROVED BY: DAVID a,uw ~/4.~ --------------------
~----~ ' DEPUTY CITY ENGINEER PE 33081 EXP.06/30/1 Q DA TE
DWN BY: PROJECT NO. DATE INITIAL DATE INITIAL DATE INIT,AL CHKD BY:~-
DRAWING NO.
ENGINEER OF WORK REVISION DESCRIPllON OTHER APPROVAL CITY APPROVAL C. T. 91-13 415-9W RVWD BY: ?-
C<_ IC,, ~;,-." , ,_ '-''! C,i, ,"f: _ ;,F
'"'" _,,CC,.1 '.•· •~•-'F, ""-· '1.,i''L .,, ,'.,, L ,,,>c·l.1'-F •!'' '~ 11·, •'.E,. ,_ I :.1,0 ,-t_ rl , : Tr:· , _ ,· ',t. 11
....
.• T ...
......
·fi·•·-"'··. ·· · -·-rr· .I . .. -·••
········
..............
......
--
···I·· ..
...... ; ......... ·.·· .. ·" ··• ............. .. ······1--···
---
. ... .,.. ...... f" .. " .. '"'" ........... .. ..,._ ... -.. ··········-· ........... : .,,.., ., ... ---+ .......... .
.... , ... -~ -----,--: ..... ······ ..... .
·:·::·:·:·:·:"~-:J.·.·.·.·.·.·.·.·.~,~~--·.·.·.·.·.:.-:~ -· ~·~.' .. 1 .....
........................ "."'.":· ··.t::·····": .... ,
······•···· , ...
..........
------i;:.
_, ......... --· ........... . ······:··· ~
- -
·-1--· ....
.. .. . . ............ -r··· .. -.. . ·-·+-·-· ... .. .....
.. . .. ... ... ········-r···. ........ ,-·-·-···
-' ·~·· . .-.-.. --...
······+-..
········--·· .. ..... ·1····· •• 1 ...... . . .. , .....
.. :........... .......... .
".". ' ...... ,
~ .................... .......
1·"• • T ••
' .................. -:--...
. .... ··f--· j:____ ··-1----.....
---·
...... ...
. . .. . . . .. .. .. -···-·····t---···. .j _ ............... . ·· ... ·:·.::.: ·"I',,'','.'.',' .. ,. " • .. ..... .
-,---. ·-',......... .., ... ····t.: ... ·. , ........... !. .. .-.... .-.... .-......... . ... .. .... . .
---' .... -~ ... ; ...... ·· .. t .. :::::::: .. .. .. · ... , ....... ~ ..... , ... ..............
.... ...... i
...... .,.
•••••••• , ...... .: ........ j ........ ....... _,
'
SIGNING ANO STRIPING NOTES
1.. TH[ CONTRACTOR IS R[SPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING
2. SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL D[VIC[S ;FHWA'S MUTCD 200J R[V/SIONI, AS
AM[NDED FOR IJSE IN CALIFOl<NIA), CAL TRANS STANDARD SPECIF/CATIONS (JULY 2006
OR LATEST VCRSION THERE Of), THt:SE PLANS AND THE SPECIAL PROVISIONS.
J. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS
DIRECTOR OR HIS R[PR[SENTA TIVE, PRIOR TO INSTALLATION.
4. ANY D[VIA TION FROM TH[SE SIGNING ANO STRIPING PLANS SHALL BE APPROV[D BY THE
ENGINEER OF WORK AND PUBLIC WORKS OIR[CTOR PRIOR TO ANY CHANG[ IN THE Fl[LD.
5. ALL SIGNING AND Sill/PING SHALL B[ REFLECTIVE P[R CAL TRANS SP[CIFICATIONS.
S /RIPING SHALL Bf R[PAINTCD TWO Wf[KS AFTER INITIAL PAINTING. SIGNING SHALL USE
ENCAPSULATED LENS RHTECTIVE SHEETING (HIGH INT[NSITY OR [QUAL).
6. PRIOR TO FINAL ACC[PTANCE OF STREET IMPROVEM[NTS, ALL STR[ET STRIPING AND
AND MARKINGS WITHIN A 500' P[RIMEffR OF THE CONSTRUCTION PROJECT WILL Bf
RESTOR[D TO A "LIKE NEW" CONDITION, IN A MANN[R M[[T/NG THE APPROVAL OF THE
CITY INSPECTOR
7. EXACT LOCATION OF STRIPING AND 5/0P LIMIT LINES SHALL ti£ APPROVED B:Y THE
PUBLIC WORKS OIR[CTOR OR HIS R[PRESENTA TIVE PRIOR TO INSTALLATION.
13. CONTRACTOR SHALL REMOVE ALL CON[VCTING PAINT[D LIN[S, MARKINGS AND PAVEMENT
LEGENDS BY GRINDING. DEBRIS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR.
9. Al/_ PA VEM[NT LEG1-NDS SHALL BE THE LA TEST VERSION OF THE CAL TRANS METRIC
STENCILS.
10. LIMIT LINES AND CROSSWALKS SHALL Bf FlflO LOCAffD. CROSSWALKS SHAil HAVE 10'
INSIDE DIMENSION UNLESS OTHERWISE Sf-'I_C/F/1-D.
11. ALL CROSSWALKS, LIMIT LIN[S, STOP BARS, PAVEMENT ARROWS AND PAVEMENT LEGENDS
SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED.
12. FIRE HYDRANT PAVfMENT MARKERS SHALL CONFORM TO TH[ CA/_/FORN!A MANUAL ON
UNIFORM TRAFFIC CONTROL D[V!C[S (FHWA'S MUTCD 200J R[VIS/ONI, AS AMENDED
FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAWING M-19.
13. ALL MEDIAN NOSES AND FLAR[S SHALL BE PAINTED YELL OW
14. ALL SIGNS SHALL BE SJANDARD SIZE AS SHOWN IN TH[ CALIFORNIA MANUAL ON UNIFORM
/RAFFIC CONTROL O[VICES (,HWA'S MUTCD 2003 REVISION/, AS AMENDED FOR US[ IN
CALIFORNIA) UNL[SS OTHERWISE SPcC/f/£D.
15. SIGN POSTS SHALL BE SQUARE P[RtORA TED STCEL TUG/NG W/Tli BREAKAWAY BASE PER
SAN DIEGO REGIONAL SJANDARD DRAWING M-45.
16. WHEN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY
OF CARLSBAD MOUNTING BRACKET WITH STRAPS.
17. [X/ST/NG SIGNS REMOVED BY /HE CONTRACTOR SHALL Bf DELIVERED BY THE CONTRACTOR
TO /HE CITY OF CARLSBAD PU8LIC WORKS YARD AT 405 OAK AVENU[.
78. ALL SIGNS SHO'WN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY
THE CONTRACTOR [XC[PT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE
RELOCATED OR TO REMAIN.
19_ (IF NECESSARY) WHIR£ R4-7 SIGN AND OM1-3 OBJECT MARKER ARE TO B[ INSTALLED
IN A 2-FOOT WIDE MEDIAN NOSE, Tl/[ R4-7 SIGN SI/ALL [3[ 18"X24" AND Tl/£ OMJ-J
OBJECT MARKER S/-/ALL BE 12"X12''
NOT£!/
.. .. .. .. .. .. .. . · .. -:.:·.:::·· -· .......... , .....
. .... .! .....
. ............................ +
6f49.41
l2"FLK FlxFlxFl CROSS
4~12" FlxPJ c_v.
2~2" 8.0., 2~2" M.A,R.
5+88-41
CAUTION!!
12• ENO CAP ,t T.8.
1~2" A, V.A,
CONTRACTOR TO I/ER/FY THE EXACT
LOCATION OF EXIST/NC UTILITIES IN THE
FIELD PRIOR TO CONSTRUCTION!
M I
~
··-···••f···
. --··· ....... .
-······· -"~tit .... ,.
-
•·T• •• ::::::: ..... ..... ,-
7 9
. ·,. . ...... . . ,.. . . ' . . .
,
O.C.J, 54" ST. OR. -
PLAN -BOBCAT COURT
SCALE: I• = 4/J'
ELECTRONIC DA TA FILES ARE FOR REFERENCE
ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL
OR 1/ERTICAL SURI/EY CONTROL
0 ,.,.,.~ DESIGNED BY: H.R. DATE: FEBRUARY 2008
''AS-BUILT., BENCHMARK:
/ (;,Ii DRAWN BY: ___cT,_;,.G:,_. ___ SCALE• 1" ~ 40'
_____ PROJECT MGR.: T.O.C. JOB NO.: 96-1005 TIMOTHY 0. CARROLL, JR.
C O N S U L T N T S e--------------------1 R.C,E. 55381 EXP. 12/31/10
2710 Loker AvenIJe West
Suiie 100
Curh•bud, California 92010
760-931-7700
Fox; 760-931-B680
wv.w.odoycor si..:tonts.com
Civil E.ngincerhg
Planning
Processing
Surveying
ENGINEER OF WORK: REVIEWED BY:
=______,~,.,,<~·~C'.::::::=:'.':.-tt_~~~DAT~E:~~re,.i~ ~-----
TIMOTHY 0. CARROLL, JR. ~CE: 55381 INSPECTOR '------------------'-------'--'"'-----'-'----"-"---'-"==---=:c___
DATE
DATE
DESCRIPTION: 2• ALUMINUM OISC STAMPED CPS CONTROL
PT. 2002
LOCATION: IN SIDEWALK NORTH SIDE OF PALOMAR
AIRPORT ROAD, JOO FFFT Hf"ST OF
MELROSE DRIVE
RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71}
E_EVATION: 444. 00 M.5.l. JAT~~: NGVD 1929
l• ·,
~r-· ~
\ .
\ ..
I
\-•..
JO
DATE INITIAL
ENGINEER OF WORK
,_. • .. ,~,-,•, I .J;. ~,,' "C -
_ ...
--
:. ·-
I -.,
....... .,
....... ,
- - -;
-
-. ------,-----.... -.:-::,----
I .LS-
-·-~.il5.. .,.. ·-:~ .... ·:. :··.;:: -..... 1
.. ······.•···~ ~:: 'ii:# ~!s -• • •• T---+--1
········•···-
-------, ...
----.
.... : .............. .'
.. : ...
'
.. r···-... ,.-.-
----,------·• ... : . ······· --· ........... ..
-
. ............. .
-.............. ]. ...... --···
-------+=,.: .
'
..................
. ......... -
.==!::::-,, _, . :.=+=. .. .....
. ............. t
·--···I··· -."· ..... -. "" .... •·--.. ·-
+'-
....... , ...... .. . .. .. .. ··· ·-....... · ·.·.-. .-.:· .-............... :r~:.~.-.~:.1.:~:::
7-, .. ..... .. .. .. ...... , .... "" .......... .. ...................... .. --. ·-
---1 .. ·-...
. ...... .
---
. ..... ·. _-· .....
······.
. .... --... +------··· ........ , • ., .. ,..ff,•mrnff•
......... ::·
'
········I········ . ............... " .. 1." ... , ... •ff••·" . .. ,. .. =+= .... , ......
.,.. .....
..... , ..
................... : :·.:··
.. ........ :.t .... :·::, ..
CENTERLINE DATA
(NO DELTA/BEARING RADIUS LENGTH
I
2
N /J'l9'50" [ --20.00' C[NlcR LINE N 76'40'/0" W--+-=--=-~-I---J""65""_5""3C.-,+---=,='--"'-'.'---------l
J
4
t1 ~ 25"50'4!' 200. 00' 90.22' CROWN LINE -1-~='--l----==~=-----N 7779'()9" F 46. 00' • •
CURB DATA
l<Nd DELTA/BEARING RADIUS LENGTH REMARKS
I t1 -86V0'57" J0.00' 45.04' T'fPF •c • CURB &-CUTTER
2 N 75·10'/o" W --189.32'
J t1 -27'42'46" /00.00' 48.J1'
4 N 75'J1'01· E --50.00· 1-----1--'-'---'--"--=cccc-'.-=rr--+-~~c.t~=-+---------o· 1 o· 4D'
1.1--l!:J'"iiiii2~0!"', """""§iiiiiii-iiiiiiiiiiiiiioijsb·
5 .1 -9/'!J/'4!" 46.00' 73.75'
6 -.1 ~115'50'59" 46.00' 9301' 1 N 15·10·,:,~o.'a·~w~+-====--+-J~o="1.~4~1i., 1-----.----.----; •
I WI 8" S[WiR
[XISJ. 16" WA,TR (HG 700)
---[XlST. .12" WATER (HC 550)
SCALE: 1 " = 40' 8 t1 -86V0'57" J0.00' 45.04'
RECYCLED WATER DATA (1)
NO DELTALBEARING RADIUS LENGTH REMARKS
I N 76'40'10" W 262.66' 8" PVC N Cl 150 HG 550
WATER DATA (1)
~ DELTA/BEARING RADIUS LENGTH REMARKS
I N 76"40'!0" W 60.99' 12· PVC N Cl 150 HC 550
2 N /J'/9'50" [
~ N /J'l9'50" E
4 N 76'40'!0" W
55. 00'
56.77'
J/4-76'
(1) WATFR NOTE: NO OEFLtCTIONS AT BEUS, FITTINGS
OR OF Tl/[ PIPE WILL BF ALLO#f"O.
Tl/£ US£ OF OFFLECTION COLLARS
SHALL BE RF{}UIRFO.
SF£ SHEET Na 4 FOR
SFWER ,t STORM DRAIN PLANS.
SF[ DWG. No. 415-9X FOR CRAOINC PLANS.
•
--------+----l---+----l--I SIJT I CITY OF CARLSBAD
ENGINEERING DEPAR™ENT
I SH,TS I
---l---~
DATE INITIAL DATE INITIAL
IMPR0'.1:MENT PLANS FOR:
CARlSBAO OAKS NORTH
PHASE J
BOBCAT COURT C.T. 97-fJ
APPROVED BY: DA~t?.JH2.ER ;>Jz.~/o,
DEPUTY CITY ENGINEER PE33081 EXP 06/30/10 DATE
OWN BY: _ PROJECT NO. DRAWING NO.
REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY:~
RVWD 3Y•~ C.T. 97-13 4!5-9W
_,'L'.~:l>. ~,1.'.~l_llL-·.« .. _,-, I',·' ,,,,, C•FC ..-.,., .. lf .. .,·,:,c,·,,T1_ •.1t,.,'.• :{.,,".EFF -,_, .,(,, Cl 1
......
......... --··· -···· ,.
.. , ...
.. .. .. . .. ... ·--1
-
'
I
. .. .. . .. .. ··1···-·-··
. . ··1-····
~ t=:::== ......... .
--
---.----------+ ·•·-······
......... ., ....
. .. .. .. .. .. . :·.j. .•···· •. , .. -
-······
-
.. ..... .. . , .....
• • •• •• •• , ........ 1 ....... .,. ... ., .•..
.. .,.. ..
-
--
............. ::--
,. ...
················+
--.............
.......... , .... . .. +. I
... ... .-T~ ..... :·.. .. .. . .. . ... , .. ............•....... , . ,. ........ ,,.... ..., ... .. .. . .. ,.. . _\ ..... '·-............... .,,-· .--:-;. ......... . ·· ··· · · ·· · ···i ·.-·. ··.-.-t ·.-.-::·.-.f~:._._._._..~ · :. ~ _._.::.:.::.::1:._.::.-.:.:,::.:.r:.: ... ~ :1•· , _.. _. .. 1_._. .. _._. ...
........
.......................... ········ ....... . ........ . . :· .... L:.·: .
... 1·
.. .... . ··.:·.::·.: :·· ............. , ............... ·······+··· ··-
·•·•·••••·•• •••••••••••••••• ,l. ...••
' -
............
. ::::·.-·-.t::::. ,,.~ ....... .
. ..... . J .... ,. ..
........
-
.............. .., ....... , .. ..
. .. -·•
-•• ---1· ... ....... I ..... , .. .................. -1-, ..
. ........ , ...... , .... •••• ••• ••••••• ....... 1 ... , ·--·+·"··· ..... , ... _,
······1 .... .-............ 1 _. ...... ·: .. · .. .-.L .
. .. .. ·:.: ::·:::·:: '.· ............. ±. .... : ....... ::t .... -::-::1::::· .. .
. , .. .-. ~---r-..... 1 ·· ·: ·rn+ ·--r ............... -:1 ...... :: ...... ·~ ........ , .... m« •••• ·T ••... l .. . ......
··········"·
.. -·-·>· i ........ :•·:· ....... ,_.._._. ....... :·.'/.·.:: ..... ~ . .-.: .. L--.......... ·I
--.. 7 .. .. . ...................... .. I -.................... ;. -·•• ... ..
_,. ......... . ...... , ..... ... .... : ...... . ..... ·1
.... .,. ...
-
. .... '. _, ....
,--···· :.:j ·· ..
. ......... . E ..
:g
.... -'3.~IQ .... --
-----r._ -.... -..... . ...... 1 ...
-
--:--:r: . .... :·::::::::_:r: ... : ~ :::r:::_::.:.-:.· Il'5 .-·::::: .. -Jt ~~; ..., -TH ....... .
~-
-·-· ... : . .1 .....
' . ····1····
. ·;(;::
...... ::-::-::-:-r ...... .................... $: .... . ...... ········.
................... · ....
£//I/Sff4RA 01': -.i'.Z: {,n~, 'Z : .. ---_ ; ~ 8 -' -:~ ' "' ~~<i:i~; ': i~ "l_ ~ __: , , :
-~cCH@'l/?INE .............. i -----::: :: Fif(}sift;, -~ .. .. ·
'.~' -: : ·.·~ F •::: =~•='~ ... , ,,~~•,_>•,e:~~¥" ~~i;~•· , . . .
.. .. ... ==j= = i~~ : .. 0 '. cc·;r.s ..... '. .. -.......... •-.. -.. ;-.. -.. "' ... ~ .... '.z~~/f,j .;,: ........... I : ........ J;;=.... • .......... : .... , .. ,,ccf:: .. ::::·~ ...... -... -~ .. 4'-.,,. .......... T".. ....... .. • .... .... .. ... '. .. '.~ -.---:--....... , .. .. ~ ·····::·.·. 1" £ ·:;••?!:"7i/:\::.:._:::}:i;:~i_:~-:~::~.::;,~. ~ ~~········• ....... : -······:· ~ ........ ·.··.~rn ... ::.~·.-.:.~ ... ::; .... :(~
~................................. .,:~ ........ -........... -"",,~,= ..... ~,-• -: ... _ ·--~,-,. =(.. '".... ··· .. .. : .• :1.lt=;;~~~ .. :-~-: =·="" ~I~:=:~~-•· .. --
........... ,t
........................... ' -~ ---,-.... , .. ,.::::~i~ .. : .... : .... -, ........
. ............................................. -~ .. -=±...... ,-......... \ .. '.'. .... " .... " .. f""' -=··'··· =,:=:::::I= .. ~ --i ~ ............ +·······"¥·"·-.. •·.··• ~
~. , ~ l ·······-·• -· &:; ;;.,.cc -·:~. ~~~fJ£~.· ,-"" --=-,
. .., ... ., ........... .,.. --~ ..
.......... ................. .
····+
... ·1· .. T
. .. .. .. .. .. .. .. .. ..... I ...
. ·······
-
..j ...
··.r .. ......
_ ......
. ..... .
. ........ ········· ....... .
• .... "··ir···· .. : ·~·::::::.·:~·:.·:.--. ·: ...... . ............. .. .. .... ,,, .... ...... .... :c;; .......... : ..
.:J
.... -... -:j ..
......
·-··-··· ........ . . ... -:---
··········--" .. +" ...
.. .......... ,.
-
+-=-;--., ....... . ....
-
,••··•···1--.....
......... ···-·1"'"""
--: ..
............. j: _-I···· . ····• .......... l ...... --, -·-....... . ... t -"""T•"
..... :·::·:.:·.:
. :· .. ~:· ---
••• I. .... ·-
== ........... .. -==·=== ·····
-
• ... • • -... 1
..... .,. ... ••·r""' .
--·...... ~ . ........... , .............. ...
-
.... .. .. , ...
··i-... ·i ...
• .... 1""""··
......
...... 1
.. .. .. : ............................. , .. . . ·::··:::.:.
...... , ....
·•·f . .. .. ... . .. .. .. . ... .. .. ~ .......... : :.~· ......... ,.-..... ..
NOT£//
ELECTRONIC DATA FILES ARE FOR REFERENCE
ONl Y AND AR£ NOT TO B£ USED FOR HORIZONTAL
OR VERTICAL SURVEY CONTROL
••. 1 .....
·::·::·:i.'.'.".'."' ...
......... :i.: ..
... . ......
.. .......................... .
................................................. + ....... ' ................ -...... ~ ... ~ ...... ..
. ................... . . -. . .---,--------;··.····· ........ ::·.·j
........................... .'." . .'.".'. 1· .•
................. _I .................. -· . ····I
.. .-. .-. .: . ,
:::::;;::: ............... ,..... i,. .. , ... . ......
+=----1
+ ................ · .. · .. 11 tr '.!?::·~~:,,.~ .. • .. _ ........ ~~::____ _
.......... ::i-:,:,::i ..
......... , .......... ~···
.. ............ . .... ··I···.
. .. ... _.. r ....... -··· -··, ·····-........... 1 ....... , ••• ··+.
. .. .. .. ..... :: .... : .... ,---------;--
.... ...... T ......
6
I
f--
CAUTION//
Civil C1gineering
Planning
Proctl~~ir,g
Surveying
CONTRACTOR TO VERIFY THE EXACT
LOCATION OF EXISTING UTILITIES IN TH£
FIELD PRIOR TO CONSTRUCTION!
DESIGNED BY: I1.R.. DATE: llBRUARY 2008
DRAWN BY: ~T~ .. G~ .. ___ SCALE: I" = 40'
PROJECT MGR,; T .. O .. C.. JOB NO .. , 96-1005
ENGINEE, OF WORK:
................
-
.. ......... .\ ....... .
-,,
1
_:J__
-;::r
T"
R ....
"AS-BUILT"
TIMOTHY 0. CARROLL, JR. --
R.C .. E. 55381 EXP .. 12/31/10
REVIEWED BY:
.......... :;;::_:::···· ... I
.. ........ .
........ g -
·······••7 rt11.0fl~;;•• --,-::t~'lJBfl4}llttOtJH1i ·--:--: ____ .....
......
...j ··---r··
PLAN -BOBCAT COURT FAl:J 54" :,·1. DR.··
DATE
SCALE: I" : 40'
BENCHMARK:
DESCRIPTION: 2' ALUMINUM DISC STAMPED CPS CONTROL
PT. 2DO.i'
LOCATION: IN SIDEWALK NORTH SIDE or PALOMAR
AIRPORT ROAD, JOO FEET wtST or
MELROSE ORI VE
RECORD FROM: R .. 0 .. S. NO 17271 (PT NO. 11)
2110 Loker Avenue West
Sui le 100
Carlsbad, Cal1fornio 92010
760-931-7700
Fax: 760-931-8680
www.odnycor!!ultants.com
~~4-DATE~9b
1IMOTHY o .. TARROLL. J~ RcE: 55381 INSPECTOR DATE ~-------------L-'==--"-"----"'----=="---'-''--------""='-:___L:.'-'-'-=-:..;_::_c:_ _________ __::.:~ _ _J ELEVATION: 444 .. 00 MS.L DATUM: NGVO 1929
• ....... 1···.. ··-
............. ..,. .
. .. , ...
······1·· ...
....... 1 ...
.. , .....
I
SCALE: 1" = 40'
Dr/SI. t 6" w;; l[R (HC' 700)
-£.\}ST. .1? ,_. WA TFR (HG" 55C)
. .............. .
······ ....... ·
CENTERLINE DATA
(NO DELTA/BEARING RADIUS LENGTH
1
2
J
4
N /J"/9'49' E
N 16"40'10• W
N 11"29'09" E
200.00·
2000'
35553'
90.22'
4600'
SEWER DATA
DELTA/BEARING RADIUS LENGTH
I N 16 .. 40'10' W --267.0J'
CENTER I/NE
CROWN LINE
REMARKS
8" PVC SEWER
STORM DRAIN DATA
K}lQ DELTA/BEARING RADIUS LENGTH REMARKS
. .. ,
I N 76'40'/0" W 252 70' 36" RCP N /J50-0
~-'-2--1----"N'--i,'--'6"'"4"'0-;.:'10"--·"'w"'----l--------l-----"-2.,,.1'c18e_' +--~J6.._"c-'R ... CP"c--N----"/J"'!J"'-O-__,D'--_
J N /J'l9'50" E --5 75' 18" RCP N 1350-0
4 N /J'/9'50 E 4275' • ""
_,,.WATERTIGHT JOINTS
SEE SHEET No, J FOR SURFACE IMPROVEMENTS,
WATER &-REC. WATER PLANS.
SEE OWG. No. 4l5-9X FOR GRAD/NC PLANS.
=
I SH4T I CITY OF CARLSBAD
ENGINEERING DEPAR™ENT
I SH4TS I
STORM DRAIN .:t 5£/'ER PLANS FOR:
CARLSBAD OAKS NORTH
PHASE 3
BOBCAT COURT C.T. 97-fJ
APPROVED BY: DAVID r,ysE&/ •
1------+----+-------------~ 3 2.1 Cl
,__ --+----l------------------+---+----1--------1---1 ~D;E;P~U=T;Y;::C=IT=Y=E=NG=l=N~EE=R==PE=33=0=8=1 =E=X=P= .. o=s=;/=30~1/;::1:::0=D=A=E=~
DWN BY: PROJECT NO ..
CHKD BY:~ C. T. 97 fJ RVWD BY:-~ • , -
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INIT,AL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
r:IRAWING NO ..
415-9W