HomeMy WebLinkAboutDWG 415-9A; CT 97-13; CARLSBAD OAKS NORTH PHASE 1; 01-15GRADING NOTES
{IN ADO!r!ON ro rHE REQUIREMENTS OF CHAPTER 15 16 OF THE
CARLSBAD MUNICIPAL CODE./
I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV!Oi/SlY APPROVED BY THE Cl Tr
OF CARLSBAD REBAR{)l/16 GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£
C:,.!'fo8/n~s'11:Ji 1g'-!:,1~ ~°!);~·T,J:5f0~~f'::NT°! L ~'f!J:~Tu;:i~ONAP;1ov~r c:.z,~
PERTAIN TO THfS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DI/RING CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTl y
S/181,1/ TT£!) TO TH£ Cl TY ENGINEER FOR APPHOVAL,
'I. A RIGHT-OF-WAY PERMIT FROM TH£ CIT'f ENGINEER Will 8£ R£0/JIR£f) FOR ANr
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURANCE Ml/ST 8£ FILED NAMING TH£ C!Tr OF CARLSBAD AS
AN A{){)/T/ONAL INS/IRED ON THE P£RMITT££'S POLICY IN THE MINIMUM /JMOI/NT
OF $1,000,000.00 FOR EACH OCl:/JRRENCE OF LIABILITY. TH£ INSURANCE:
CGllf'ANY '<Im/TING TH£ POLICY MUST HAVE A RATING OF "A" ANO A SIZE:
CATEGORr OF CLASS VAS ESTABLISHED BY "BESTS" KE'f RATING G/JIOE.
5. UNLESS EXEMPTED BY SECTION 301. {b/5 OF TH£ UNIFORM 8f//Ll)/N0 COi)£,
RETAININ0 WALLS Of/TS/I)£ OF P/JBL IC Rl0HT OF WAY R£()f//R£ SEPARATE
PERMITS FROM TH£ 81/ILOING DEPARTMENT.
6. NO Y,ORK SHALL 8£ COM,fEN/:£1) UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
TH£ CITY AND OTHER APPROPRIATE AGENCIES.
T, APPROVAL OF THESE PLANS BY TH£ Cl Tr ENGINEER DOES NOT A/ITHORIZE AN'f
IKl/i'K OR GRADING TO 8£ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRAD/Ne PERMIT HAS BEEN ISS(l£f).
8. NO REVISIONS WILL 8£ MAD£ TO THESE PLANS WI Tf/01/T TH£ Mr! TTEN APPROVAL
OF TH£ CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON TH£
APPROPRIATE SHEET OF TH£ PLANS ANO THE TfTLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERT'f OF TH£ CITY UPON BEING
SIGNED BY TH£ CITY ENGINEER.
10. TH£ ORIGINAL DRAWING SHALL 6£ REV/SEO TO REFLECT AS-BUILT CONDITIONS
BY rH£ £NGIN££R-Of"-IKJRK PRIOR TO f'INAL ACCEPTANCE OF TH£ IH'}RK BY THE
CITY.
II. ACC£SS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO
THE PROJECT SI TE AT ALL TIMES 0/JR!No CONSTR/ICTION.
12. lltHERE TRENCHES AR£ WITHIN CIT'f EASEMENTS, A SOILS REPORT CCU'R/SEO
OF, IA/ SUW4RY SHEET, /8) LABORATORY WORK SHEETS AND /CJ C<N"ACTION
CURVES, SHALL 8£ S/JBMI TT£{) or A PROFESSIONAL ENGINEER OF TH£ STAT£ OF
CALIFORNIA, PR/NC/PALLY 1)0/NG BUS/NESS IN TH£ F/tLO OF APPL /£0 SOILS
MECHANICS. TH£ SOILS REPORT WILL 8£ S/JBMITTEO TO TH£ CITY ENGIN££RING
INSPECTOR WITHIN 1Jf,O M!RKING DAYS OF TH£ COUPLET/ON OF FIELD TESTS.
13. A SOILS COll'ACT/ON REPORT ANO COM'L IANCE VER/FICA TION REGARDING
ADHERENCE TO RECOMJENOATIONS 0/JTLINED IN TH£ SOILS REPORT IS R£(}/J/REO
PRIOR TO THE /SSIIANCE OF A BIi/LO/NG PERMIT. ALL CONTROLLED GRADING
SHALL 6£ lJOlff /JNO£R TH£ 0/HECTION OF A PROFESSIONAL ENGINEER OF THE
STAT£ OF CALIFORNIA PRINCIPALLY DOING B/ISINESS IN TH£ FIELD OF APPLIED
SOILS MECHANICS. ALL f'ILL OR f'I/TIIRE f'ILL AREAS SHALL 6£ CONSTRUCTED IN
ACCORDANCE WITH TH£ CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO TH£
• EARTMVORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD CCU'ACTION REPORTS Will 8£ S/IBMITTEO TO TH£
PROJECT INSPECTOR.
/'I. A PRECQNSTRIICTIQN MfFTING SHAii HF HELO AT [HF $1 TE PRIOR TQ THE
BEGINNING OF ffl')8K ANO SHAU BF AT[ENOFO er All 8FPRFSFNTATIVES
RESPONSIBLE FOR CONSTHIICTION, INSPECTION, SI/PERI/IS/ON, TESTING ANO ALL
Q[HER ASPECTS OF [HF lff18K TH£ CONTRACTOR SHALL SCH£011L£ TH£ MEETING
THROUGH THE PERUIT CLERK (1fi0 "138-3891/ AT LEAST FIVE (5/ WORKING
DAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST B£
AVAILABLE PRIOR TO SCH£0/IL ING. rHE GRADING P£RI.II T WILL 8£ PROVIDED BY
TH£ PROJECT INSPECTOR AT Tl/£ MEETING.
15. ALL INSPfC[ION FIFO/JFSTS QTHEfl THAN FQf/ PRFCQN5[R(JCTIQN UFFUNG WIil BF
HAP£ BY CAIi ING [HE FNGINFEfllNG 24-HQ/JR fNSPFCUQN RFQl/£5l f lNE 4[
/160/ 438-3891 INSPECTION R£QIJ£S[S MUST 8£ RECEIVED PRIOR TO 2·QO PM,
ON TH£ DAY BEFORE ~'1£ INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MAO£
TH£ NEXT WORK OAY /INLESS YO/J REOl/£ST OTHERWISE. R£()fl£STS MAO£ AFTER
2,00 P.M. WILL 8£ SCHEO/ILED FOR mt, FULL NORK DAYS LATER.
/6. TH£ OWNER ANO/OR APPLICANT THROUGH Tl/£ DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFET'f DEVICES, INCL/10/NG
SHORING, ANO SHALL 8£ SOLEL'f RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STAT£ AND FEDERAL SAFETY ANO HEALTH STANOAROS, LAWS ANf) REG/ILATIONS.
IT. THE CONTRACTOR SHALL CONFORM TO LABOR COi)£ SECTION 6705 BY Sf/BM/TT/NG
A DETAIL PLAN TO TH£ CITY ENGINEER ANO/OR CONCERNED AGENC'f SHOWING
TH£ DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO 8£ MAO£
OF WORKER PROTECTION Fl/CM THE HAZARD OF CAVING GROIIND 0/JRING TH£
EXCAVATION OF SIICH TRENCH OR TRENCHES OR 0/IR/NG THE PIP£ INSTALLATION
THEREIN. THIS PLAN U/JST 6£ PR£PAR£0 FOR ALL TRENCHES FIVE FEET (5'/ OR
MORE IN DEPTH ANO APPROVED BY TH£ CITY ENGINEER ANO/OR CONCERNED
AGENC'f PRIOR TO EXCAVATION. If [HF PIAN VARIES FROM [HF SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITlE 8
CALIFORNIA ADMINISTRATIVE COO£. TH£ PLAN SHALL 8£ PREPARED BY A
R£6ISTf8'0 ENGINEER AT THE CONTRACTORS EXPFNSE. A COPY OF TH£ OSHA
EXCAVATION PERMIT Ml/ST 8£ S/IBMITTEO TO THE INSPECTOR PR/OH TO
EXCAVATION.
18. NO BLASTING SHALL 8£ PERFORMED 1/NTIL A VAL ID BLASTING PERMIT HAS BEEN
OBTAINED FROM TH£ CITY OF CARLSBAI). SIJBIIIT APPLICATION FOR BLASTING
PERMIT WELL IN AOVANC£ OF TH£ SCH£0/JLIN6 OF BLAST/NO OPERATIONS.
/9. IF ANY ARCHAEOLOGICAL R£SO/JRC£S AR£ 0/SCOVEREO WITHIN ANY WORK AREA
DURING CONSTRUCTION, OPERATIONS Will CEASE /J,1,1£0/ATELY AND THE
PERM/TT££ WILL NOTIFY THE CIT'f ENGINEER. OPERATIONS Will NOT RESTART
IINT IL TH£ PERM I TT££ HAS REC£ I VE{) HR I TTEN AUTHOR I TY FROM THE CI T'f
ENGINEER TO 00 SO.
20. ALL OPERA T/ONS CONOI/CT£0 ON TH£ SI TE OR AIJJACENT THERETO, INCL/ID/NG
WAR/I/NG UP, REPAIR, ARRIVAL, DEPART/IRE OR OPERATION OF TRUCKS,
EARTHMOVING E()/IIPMENT, CONSTRUCTION £01/IPMENT ANO ANY OTHER ASSOCIATED
GRADING £01//PUENT SHALL 8£ LIMITED TO TH£ PERIOD BETWEEN T,00 A.U. AND
S/INSET EACH OA'f, WNOA'f THR/J FRIDA'f ANO NO EARTHMOVING OR GRAOIN6
OPERATIONS SHALL BE COND/ICTEO ON WEEKENDS OR HOLIDAYS. /A LIST OF CITY
HOL /DAYS IS AVAILABLE AT TH£ £NG/NEERING DEPARTMENT CO/JNTER. /
21. ALL OFF-SIT£ HAUL ROUTES SHALL BE SIIBMITT£0 er TH£ l:ONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL 1Jf,O FULL IKJRKING L/AYS PRIOR TO BEG/NH/NG OF
IKJRK.
22. IIFORT MATERIAL SHALL 8£ OSTAINEO f'ROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY TH£ CITY ENGINEER. [HE CONTRACTOR
SHALL 8F RESPONSIBLE FOR ANY OEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL
ROUTES OR ADJACENT STREETS AS A RES/JL T OF TH£ GF.AO/NG OPERA T/ON.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES AR£
TO 8£ REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
2"1. ALL AREAS SHALL £< GRADED TO ORA IN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERUITTiO. ALL EARTHEN SWALES ANO DITCHES SI/All HAVE A
MINIM/IM ONE PERCENT SLOP£.
25. THESE PLANS ARE SIIBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN ANO AS APPHOVEO BY
THE Cl TY ENGINEER OR AS DIRECTED B'f TH£ PROJECT INSPECTOR.
26. ALL SLOPES SHALL 8£ TRIUIEO TO A FINISH GRADE TO PROl)IJCE A /IN/FORM
SURFACE ANO CROSS SECTION. TH£ SIT£ SHALL 8£ LEFT IN A NEAT AND
ORl)£RL Y CONDIT/ON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL 8£ REMOVED
ANO DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY ENGINEER.
CARLSBAD OAKS NORTH
27.
28.
ALL SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLANTED ANO/OR HYOROS££0£0
WITHIN TEN /IOI DAYS OF TH£ TIM£ WHEN EACH SLOP£ IS BROUGHT TO GRAD£
AS SHOWN ON TH£ APPROV£lJ GRADING PLANS __ _
LANDSCAPING SHALL 8£ ACCGIW'L /SHED ON ALL SLOPES ANO PADS AS R£()/I/R£0
BY TH£ CI TY OF CARLSBAD LANDSCAPE ltlANIJAL , TH£ LANOSCAP I NG PLANS FOR
THIS PROJECT, Of/AWING NO. 415-9L AND 4l5-9M, ANO/OR AS 0/RECTEO
BY TH£ Cl T'f ENGINEER OR PLANNING DIRECTOR.
29. TH£ OWNER/APPLICANT SHALL INS/JR£ THAT All CONTRACTORS SHALL COORDINATE
TH£ IKIRK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH TH£ LANDSCAPE
ANO IRRIGATION PLANS AND TH£ IMPROVEMENT PLANS AS R£0f/lR£0 FOR THIS
#ORK IN ACCORDANCE WI TH TH£ LANDSCAPE MAN/JAL TIM£ REOl/!REMENTS.
JO. STORM DRAIN PIP£ SHALL BE REINFORCED CONCRETE PIP£ WITH A MIN/Mt/M
D-L0.40 OF 1,350. FOR PRIVATE STORM DRAIN PIPES, /JP TO 15" PVC MAY 6£
/JTILIZ£0 PROV/OED 0£PTH IS LESS THAN 15 FEET AND BACKFILL£/) WITH J/4'
ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 3.5 S0/.10 WALL PIPE.
JI. 1111£R£ AN EXISTING PIP£ L !NE IS TO 6£ ABANDONED AS A RES/IL T OF TH£
GRADING OPERATION, IT SHALL BE R£MOV£D WITHIN TIIENTY FEET OF B/1/LOING
OR STREET AREAS AND REPLACED WITH PROPERLY C(MDACTEO SOILS. IN OTHER
AREAS THE PIPE WILL 6£ PLUGGED WITH CONCRETE OR REMOVED AS APPROVED B'f
TH£ CITY ENGINEER AND/OR THE GEOTECHNICAL ENGINEER.
.12. TH£ CONTRACTOR SHALL VERIF'f TH£ LOCATION OF ALL EXISTING FACIL /TIES
(ABOVE GROUND ANO 1/NOER GROUND) WI THIN TH£ PROJECT SI TE S/IFFICIENTL Y
AHEAD OF GRADING TO PERMIT TH£ REVISION OF THE GRADING PLANS IF IT IS
FO/JNO rHAT THE ACT/JAL LOCATIONS AR£ IN CONFL /CT WITH THE PROPOSED
II/ORK.
JJ. TH£ CONTRACTOR SHALL NOTIFY AFFECT£!) UTILITY COMPANIES {SE£ BELOW/ AT
LEAST 2 FULL NORK/NG DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANf) SHALL COORDINATE THE WORK WITH A CQll'ANY REPRESENTATIVE.
IJNf}ERGRO/INO SERVI CE ALERT
5068£
PACIFIC BELL
ADELPHIA COl,l,f/JN/CATIONS
CITY OF CARLSBAD {STREETS ll STORM DRAIN/
CIT'f OF CARLSIJAO /S£W£R,WAT£R ll RECLA/JED WATER/
Bll£NA SANITATION DISTRICT
J"I. PERM/ T C(MDL IANCE REO/JIREMENTS.-
I-B00-"122-4133
/800/660-134:!
(800/892-0123
f 760/438-?T"I/
(160/434-2980
{ 160/"138-.2'f22
(760/726-1340 IX 1374/
A. FOR CONTROLLED GRAPING-TH£ APPL /CANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL TH£ IKJRK IN PROGRESS {15. 16.120 A.BJ
CARLSBAD MIINICIPAL COO£.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-TH£ FOLLOWING
REPORTS 1111ST 8£ SI/BMITTEO TO rHE CIT'f ENGINEER VIA TH£
PROJECT fNSPECTOR {15.16.120 A. JO} CARLSBAD MUNICIPAL COOL
{I/ FINAL REPORT BY SVPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP£ PLANTING
ANO IRRIGATION AR£ INSTALLED IN CONFORMANCE WI TH Cl TY
COO£ AND TH£ APPROVED PLANS {OBTAIN SAMPLE OF crNPLIANCE
LETTER FROU CITY £NG/NEERING DEPARTMENT/.
(2/ AS-BIi/LT GRADIN!J PLAN.
/3/ REPORT FROM TH£ SOILS ENS/NEER, /M-IICH INCL/JDES
RCCOMIEN0£0 SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE 0/JALITY OF TH£ SOIL, AND SIMIAR/ES OF
FIELO ANO LABORATORY TESTS. TH£ REPORT SHALL ALSO
INCL/JO£ A STATEMENT BY TH£ SOILS ENGINEER THAT THE
GRADING 1114S DON£ IN ACCORDANCE WI TH THE RE()/1/REMENTS AND
RECOANENDATIONS 0/JrLINED IN TH£ PRELIUINAR'f SOILS REPORT
AND AN'f SUPPLEMENTS THERETO.
f,1/ REPORT WITH AS-BUILT GEOLOGIC PLAN, IF R£0/JIR£0 B'f TH£
CITY.
J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS · /SS/1£1} WITHIN ON£ {II
YEAR AFTER TH£ C/T'f ENGINEER'S APPROVAL, THESE PLANS A44Y 8£ R£()fl/R£D ro BE RES/IBM/ TT£{) FOR PLANCHECK. PLANCHECK FEES WILL 8£ R£()1JIREI) FOR
ANY SIICH RECHECK.
36. TH£ SOILS REPORT TITLED PH(LIMINARY G(Q[ECHNJCAL INVESTIGATION FOR
[HE PROPOSED CARLSBAD OAKS EAST, CARLSBAD. CALIFORNIA DATED JUN£ 15,
1990, PREPARED BY IH'}00WARO-CLYD£ CONSI/LTANTS, ANO GEOTECHNICAL I/POAT£
TITLED CARLSBAD OAKS NORTH BUSINESS PARK,-CT 97-13. CARLSBAD. CALIFORNIA.
GfOTECHNICAL //POAT£ OAT£0 DECEMBER 28, 1999, ANO REVISED JANUARY 'I,
2000, PREPARED B'f 6£0CON, INCORPORATED SHALL 6£ CONS/0£!1£D AS PARTS
OF Tl(IS GRADIN/J PLAN. ALL GRADING SHALL 8£ DON£ IN ACCORDANCE WITH THE
!IECOJNENDATIONS AN() SPECIFICATIONS IN SAID SOILS REPORT.
£NGIN££RS NOTES
I. REVISION OF THESE PLANS UAY 8£ R£0/I/R£D IF THE PROPOSED GRADING AND
IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ 0£AOL IN£ OAT£ OF TH£
IMPROVEMENT AGREEMENT.
2. TH£ EXISTENCE ANO LOCATION OF /JTILIT'f STRIICT//RES ANO FACILITIES SHOWN
ON TH£ CONSTRUCTION PLANS WERE OBTA /NED 6'f A SEARCH Of' THE AVAILABLE
RECORDS. ATTENTION IS CALLEO TO TH£ POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS R£0/JIR£() TO TAK£ 011£
PRECAUTIONARY MEAS/IRES TO PROTECT TH£ /JTIL I TIES SHOWN ON TH£ PLANS AND
ANY OTHER EXISTING FAC/L I TIES OR STRUCTI/RES NOT SHOWN.
3. TH£ CONTRACTOR SHALL VERIFY TH£ LOCATION OF All EXISTING FACILITIES
IABOVEIJRO/JND ANO IJN[)£RGROIJNl)J WI THIN THE PROJECT SI TE S/IFFICIENTl Y
AHEAD OF TH£ CONSTR/ICT/ON TO PERMIT TH£ REVISIONS OF THE CONSTRUCTION
PLANS IF IT IS FO/JNO THAT TH£ ACTI/AL LOCATIONS ARE IN CONFL /CT WITH
TH£ PROPOSED IKIRK.
EARTHWORK QUANTITIES
cur.· r.op,ooo C'f"
nu.-100,000 er
EXPORT.· __ __.o'-c..,l"c:.'
REJl£lJIAL· 60.000 er
NO TES: I. THESE QIJANl/11£S ARE FOR BONDING PURPOSES ONL Y.
AND ASSUM£ NO SHRINKAGE. CONTRACTOR TO VERIFY TO
HIS SA llSFACl/ON
PHASE 1
C. T. 97-13
PROJECT lOCATION
71/E CAUFCK?NIA COOR!)fNATE IM)D( OF lHIS PRO.CCT IS N ~ E §,Z2.Z,
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOJtN ON THESE PLANS WAS t;ENERA TEO BY AERIAi
TOPOGRAPHIC SIJRVE'f er SAN LO AERIAL Sl/RVE>S ON MARCH f.l, 1996.
TOPOGRAPHY SHOIW HEREON CONFORMS TD NA llONAL MAP ACCURACY
STANDARDS.
LEGAL DESCRIPTION:
A PORilON OF LOT "8" OF RANCHO ACIJA HEDIONDA, IN THE CITY OF
CAR/.SBA!). COIJNT'f OF SAN DIEGO. STA TE OF CAUFORNIA. ACCORDING
TO MAP lHEREOF Na 823, Fll£l) IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DJECO COUNTY, NOVEJIBER 16, 1896.
BASIS OF BEARINGS
TH£ BASIS OF BEARINGS FOR lHIS Sl/RVE'f IS THE CAUFORN/A coarD/NA 1£
SYSlEll NADBJ, ZONE 6, BASED UPON THE GR/0 BEARING B£l»fEN PT. NO.
7B ANO PT. NO. 71 AS 0£SCRJ8£1) IN //£CORD OF SURVEY NO. 11211.
t£ N26'28'2o"E
BMP NOT£
.A/.1. 8'JP's FOR THIS PRo.ECT ARE TO 8£ MAINTAINED BY THE OEVELOPER
AND/OR fl/TUR£ OWNERS MTH THE EXCEPTION OF THE CURB INLET
INSERTS HflHIN FARADAY Al£NUE AND El. FUERTE S1R££T; #HICH AR£ TO
8£ MAINTAINED BY TH£ CITY OF CAHLSBAI).
BUENA SANITATION 0/STRICT
SEE SHEET No. Z FOR BSO NOTES
PACIF'IC
OCEAN
··"117 .
! CITY OF VlST SITE
f ~°"' CITY OF' ...,.....,4 SAN MARCOS
CITY OF [NCJNJTAS
VICINITY MAP
NO SCALE
NOT£!!
THE CANNON HOAO p/JIIP STA llON Jl{JST BE
OPERA TlONAl PR/OH ro fSSIJANCC CF ANY BV/lOIN(;
PEHUITS FOR THIS PROJECT.
BENCHMARK:
SOILS ENGINEER'S CERTIFICATE , w ...... ,.,~ K /.:!!!JL~,,,,,e A RECrnm CML
ENGINEER OF THE sfAii bF CAUFORNIA. PR!NctPAUY ™ BVS1N£SS IN
TH£ flELD OF APPU@ SOILS IIECH4MCS. HER£8Y CERT/FY THAT A SMIPUNC
AHi) ST/JOY OF TH£ SOIL CONIJIT/ONS PRE'IAlENT W!THiN THIS SIT£ WAS
MADE BY/,/[ OR UNl)[R MY 0/RECT/ON 8£lWE£N THE OATfS OF
SFPT f4 , 2004 ANJJ SEPT. 22 , .· li!f2:l.
1111? COPIES OF THE SOILS REPORT COIJP/l.ED fROI,/ THIS Sll/DY, WITH
VY RECOMM£Nl)AT!ONS, HJ.S 8£EN SlJ8JIITll1) TO THE OFF1C£ OF lH£ CITY
ENGINEER. SIGNED.· ,1 If' ,::'~Jl-,-:i,,,~--
P 7; >
i,.S V L<i.t, -~ 9-o:t\\ ",;;3;, ¥, " ' I :,. · .•
(;.£ NO.: _.;,~:..:-,.,~-..::~:__ _______ _
!)AT£: /~l;k&'.
lJC£NS£ EXPIRATION DATE:
DECLARATION OF RESPONSIBLE CHARGE
I H£R£B Y O£C1.A/I£ THAT I AIJ THE ENGINEER OF lfflli'K FOR THIS
PIIO,£CT, THAT I HAVE EXfRC/SElJ R£SPONSl8f.E CHARCE OVER TH£
DESIGN OF lH£ PRO.Eel AS DEflNEIJ IN SECllON 610.J OF lH£ Bl/SfNESS
ANO PROFESSIONS COD£, AND lHA T THE DESIGN IS CONSIS'/ENT MTH
CI./RRENT STANDARJ)S.
I UNlJERSTANO THAT THE CHECK OF PROLCT ORA/lfNGS AN!)
SPECIF/CA l/ONS BY THE C/T'f OF CARLSBAD /JO£S NOT REU£/tf 11£
AS ENG!NaR OF JH,Yi',t OF MY R£SPONS/8/IJ7!£S FOR PROoEC T DESJCN.
O'DA r CONSlJLTANTS, INC.
2110 LOKER AVENUE Hfll. STE'. 100
CARLSBAD, CALIFORNIA IJ2008-7.J/1
(760) 9.Jf-7100 ~ I ~C~I
TMIOTHr 0. CARROi.i.., .R.
fl CL NO. 5S.J81 EXP. 12/.Jf/04
12/31/04 *
crvn. ~,-,$;,'t-
CALl•w:,
OWNER'S CERTIFICATE
I {If£) HER£B'I CERTIFY THAT A NEG/STER£/) SOILS ENCIN££R OR
CEOLXIST HAS 8££N OR Wfl.L 8£ RETA/N[l) ro S/JPERVISE OJ.fli'-All f/;lf#lf,l'TMTY :f :E-ON THE COAIPACllON AND STABILIT'f OF
f!!1d1 ';,u. Jq;q/0¥-
NAME, -l • TITLE, OAT£
OWNER
CARLSBAD OAKS NORTH PARlNEJ?S, LP.
P. a BOX 800.J6
SAN DIEGO, CALIFORNIA 92IJB
(619) .22.J-166.J
CIVIL ENGINEER/LANI) SURVEYOR:
O'OA Y WVSIILTAN!S, INC.
2110 l()l([I? A 1-fNUE ET, SUITE 100
CARIS8All CA. 92008
(MO) 9.Jl-7700
GEOTECHNICAL NOT£
PRIOR TO ISSUANCE OF A GRADING PERMIT FOR THIS PROJECT, AN UPDATED
GEOTECHNICAL REPORT SHALL Bf REVIEWfO BY THE CITY OF CARLSBAD'S
ENG/IIEER/1/G DEPT. CHAJ,/GES TO THESE PLANS MAY BE REQUIRED BASED ON
THAT REVIEW.
),.
BUENA SANITATION 0/STRICT
c.,.,. ~ /4 ... lr r• -l.r-o't
DATE SENIOR EA'C!NCER XP.
2. CONTRACTOR SHAU SUBMIT ANO RECDVE APPROVAL FROM C/T'f
FOR HAUL RO/JTES PRIOR TO HAULING omr OR CONSTRUCllON
MATERIALS TO OR FROII TH£ SITE. !.IPEO CPS CONll?OI.. DESCRIPTION: 2' Al/IA/IN/JI.I OISC STA
PT. 2(}[)2 • INCt.//D£S 163,000 er FROM BORROW SITE
•• EXCESS TO 8£ /IS£[) ON-SITE FOR TH£ CCNSlRlJCl/ON OF
FARAl)AY Al£: (2/U,000 CY)&: EL Fl/£RTE ST. (f.19,000 CY).
NOT£!!
ELECTRONIC OA TA Rl£S ARE FOfr RlH.RttlCC
OVlY ANC ARE NOT ro BE VSEO FOR HORIZONTAL
OR VERTTCAL SURVEY CONTRa.
cOCAllON: IN SIDEWALK NORTH 5/0£
AIRPORT Raw, JOO Ff£T
11£1..ROSE OR/VE
OF PALOMAR
/£STOF
RECORD FRCM: R.as. Na 11211 (PT. Na 11)
ELEVATION: #4.00 11.S.L DATUM: NGl!J 1929
Q'j/Z0/O7 TC /i\ AS-BU/LT5
D•TE INITIAL
ENGINE:ER OF' WORK REVISION
l:\96100::\96C5AG'J1.dwg C:::t 18, :OC4 10:3:om
Xref:s: 95:JSAG; 9605VIC: 960:AN
DESCRIPTION
WORK TO 8£ DON£
TH£ GIW)INC WORK SHAl.1 CONSIST OF THE CONSTRIJCllON OF All CUTS AND FlllS,
REAIED/Al. GNAl)/NC, /JRAINAGE FAC/l/TlES, EROSION CONlROl FACll.lllES. AND
PWlllNC OF PER!.IANENT I.ANOSCAPINC AND PREPARATION OF AS-BUILT CRAIJING PtANS,
AS-BIi/iT CEOLOG/C MAPS ANO REPORTS, ALL AS SHOWN OR REQIJ/RE!) ON THIS SET
OF PlANS AMJ lHE CIT'f STANDARDS, SPECIF/CA 1/0NS, R£QIJIR£AIENTS, R£50l.//llONS AND
ORDINANCES CfTElJ ON THESE PLANS.
lH£ CRAIJING WORK SHAU 8£ PB/F()fl/,/£/} IN ACCORDANCE Willi TH£ F0/10WING DOCIJUENTS,
CURRENT AT THE llME OF CONSTRIJCTION, AS OIR£C7El) B'f TH£ CIT'f ENGINEER.
f. CARI.S841) !.I/JNICIPAl CO(}£
2. Cff( OF CARLSB4D STANDAROS.
..t THIS SET OF PLANS.
-I. RESOt.l/TION NOs. 52# -5252 OATB) AW/JST 21, 2002.
5. THE STANOARO SPEC/FlCATlONS roR PIJBlJC WORKS CONSTRIJCTION {Gl?El'N BOOK}.
6. SOILS R£POlllS AND RECOIIJIDIOAl/ONS BY WOQ{}WARO Cl )1}f CONS/JI.TANTS 0A7El) .JUNE 15, /1}9()_
1. SOltS R£POlllS AND RECOIIJIDl!MTIONS BY G[QCON. INCORPQRAlllJ OATEO OECEltlBER 21;: 1999.
8. THE SAN DIEGO REGIONAi. STANDARf} DRAWINGS ANO AS MAY 8£ AIOIJIREO BY TH£ CiTY OF CARtsBAO STANOAROS.
9. ENVIIION!.IENTAl. APPROVAL lJOCWENTS DATED AUGUST 21, 2002 RES. NO. 52#.
(0. sroR!.IWATER POLl/JllON CONll/OL PLAN (SWPPP} PREPARllJ BY oz.tr CONS/JlTANTS
l)AlEl) OCmBER 200,t, IYOID NO. g .J1C..J.J(}l16, REC'D OCTOBER 14, 2001.
ff. CALIFORNIA STORA/WATER OlJAUlY ASSOCIATlON (C4SIJ4} STOOIWATER BEST ilANAGEMENT PRACT1C£S,
CONSlRIJCTlON flAHOBOOK; AND TH£ STATE OF CALIFORNIA DEPARlllENT OF TRANSPORTAllON CONSTR/JCllON
SITE BEST IIANAC8IENT PRACl/CES (Bl.IP) M,W/JAL.
NOTE: QUANTITIES ARE FOR BONO/NC PURPOSES ONLY. ACT/JAL ()IJANTJTIES AIAY VARY.
STD. owes. ARE S4N 0/ECO REGIONAL STDS. UNLESS NOlll) OTHERWISE.
LEGEND
DESCRIPTION
S/J81)/V/SION 80UNOAR'f ' •
sro. owr;_ SYIIBOL ------
IWCHT-oF-WAYliNf .................. , ..... --------
i.OT LINES . . . . • . . . • . • . • , . · • · · · · · · · · · · · •
EXIST/NC CONTOIJR. . • . . . . . . . • . . . . . . . . . . . . . .
PROPOSEOCONro/JR ..•.......•.............
OAYUGHT UN£. . . . • • . . . , . , • • , , , , , , , . . . . . . .
CfIT /Fill UN£. '' .. ' ' .. ' .. '' .. ' ''.''. ' ..
EXIST/NC SPOT £LEVATION. . . . . . . . . . . .
EXIST/NC fl0Wl/N£ £1.EVATJON. ..•...•......••••••
EXIST/NC SLOPES. . . . . . . . . . . . . . . . . . . . • . . . . .
CUT OR F1ll. St.OPE LINES. . . . . . . . . . . . . . . . . . • . .
flOWUNE B.EVATION .••.••...........•........
flNISHEl) SURFACE SPOT ELEVAllONS. • • • • • • . • . . . . . . . .
FlNISH£O GRADE SPOT £LEVAT/ONS. . . . . . . . . . . . . . • . . . .
1/NEOFSl(;J{T ................•..........
EAflTH SWALE ..........................•.
IJROW 0/TCH. . . . . . . . . . . . . . . .0-15 TYPE ZI' ...
RIP-RAP .•.......• -.. -... -.0--IO' · - · · · · ·
TYPE r' CATCH BASIN {AIOI}. PER SHT. .J) . .0-1. . . . . . . . .
TYPE 'A' ClEANO/IT. . . . . . . . . . . . . JJ-9. . . . . . . . .
TYPE 'F' CATCH 84SIN. . . • . . . . . . . .D-7.
STRAIGHT H£AIJWAL1 •..•..••...•• .D-20 ....•..
WING-TYPE HFAOWALL. . . .0-3" . . . . , .
JO" RCP STOIIN DRAIN.
24 • RCP STVIIM DRAIN. .
18" RCP STORM DRAIN. .
.0-60.
.0-6/J.
.D-60.
12• H.O.P.£ STORM DRAIN {HANCOR Hl-0 OR £0/JIV.).
18" H.O.P.£ STORJI DRAIN {HANCOR Hl-0 OR £0/JIV.).
24 • H.O.P.£ STORM DRAIN (HANcoR Hl-0 OR £0/JIV.) .
JO• H.JlP .£ STORJI DRAIN (HANCOR Hl-0 OR EOIJIV.) .
OWtON S/18-DRAIN . . . . . • . . . . • . . • • . .
CONCRETE LUG. . .. .. • .. .. .. . . .0-6.J. .. .
J)-60.
.0-6/J.
.D-60,
CONCRETE CHANNEL. . . . . . . . . . • . . 0-10 ......•..
7ENPO/W?'( OESILT 84S/N. . . . . . . . . . P5-.J (CARtSBAD)
• IIOOlf1£J) 8Y CIT'f OF CAR/.S84D SW!f.W?{)S
0/'1JA4 7
C O N S U L T .t.'NT s
2710 L0k11r Awnue W.&t Civil Engineering
S1,ite 100 Plcirning
Corlsbad, Cdifomlo 9W0B Processing
760-!ilJ'l-7700 Si.rvey1r:g
Fa~: 760-931-85f!O
www.ccayconsultcnts.com
---===--===--~
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= == =a.:.S:'i!;Je=
--50-- -
--50-- -
-----50-- -
--50-- ---· I+=
CESIGNED eY: t.B
DRAWN BY: T.G.
PROJECT MGR.; T.0.C.
ENGINEER OF WORK,
~CJ
TIMOTHY 0. CARROLL. JR.
QUANTITY
6500 lF
50 CY
11 EA
2 EA
4 EA
1 EA
2 EA
90 LF
290 lF
5"0lF
95lF
6-15 lF
~lF
fO lF
1/IOO lF
I EA
500 lF
11 EA
DATE: Af'RIL 2003
SCALE: ~ SHOWN
JOB NO.· 96 1005
DATE:IC,/,;¼
RCE: '5538i
PLANNING DEPARTMENT APPROVAL "AS BUil T"
½Au o,,.~,\'1,,__.),rg, 111rn, 11; z./c-t -;;-:-~ -z(.?t~u. ' IOOIIK! 1. BOIZIIJIIB PWlNiliG lllKECTOll TIMOTHY 0. ~OLL,.iR.
~ ~ ,-., & DlTI!: 1/j.:.. / ~ 1f
RCE ,,3tl_f EXP. lZ{5_1{.0l DATE
RZED BY:~ (BIG '
Rl:COllmlllID BY: ll_n/1 ~i:ic~ f;'.141/451 ._, -/ c1. .¼~, .
fNSPECTOR DATE
I SH,T I CITY OF CARLSBAD I 5;55 I ENGINEERING DEPARTMENT
, (lfW)IHG AHi) £ROS/ON CONTHOL PUNS f'OH:
CARLSBAD OAKS NORTH PHASE I
CT #1-IJ
APPROVED or
,4<;,e,c-~ ~~-PE 23889 "E"XP: 12~
llO'lll 8. HUBBS le>/,;,~/,: <f
CITY ENGINEER 'DA E
DWN BY: PROJECT NO. DRAWING NO. DATE lNITIAL DATE INITIAl CHKD BY: ~vP
OTHER APPROVAL CITY APPROVAL RVWD BY: "-1:! C.T. 91-1.J 415-9A
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'j/'I
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NOT£!!
I
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EIECTRONIC OATA fll£S ARE FOR R£FEH£NC£
ONLY ANO ARE NOT TO BE llSEO FOR
HORIZONTAL OR 1£/?llCAl St/R'CY C(WTROl
" ·"-/ ,• \, /,:
i
' !" ----··;
' ' , '
SHEET INDEX
SHEET NO. ,
2
J ,-,2
f.J
U,f5
DESCRIPTION
TTTLE SHEET .t NOTES
KEY MAP Jc TYPICAl. SECT!ONS
OETAILS, II/SC. SECTIONS, ,t TABLES
GRAOINC PlANS
EROSION CONTROL NOTES
EROSION CONTROL PlAN
-·--' ,_...;,-""b -,
'-~~---
---J60------/" /
----~ c
" -· · l:'i !
_<S, ----...Y': __ ::..._°:~,--:::.,.:::..J
,---' T-·✓ '--+-+'-~"-. / ·-,._ /" ,• ,, , , , ' . , / .// / /J /
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DESIGNED BY: H,R, DATE: APRIL 2003
DRAWN BY: T.~., ~-~-SCALE: K, SHOWN
PROJECT MGR.· T.O.C. JOB NO.; 96-1005
C 0 N s u L T Al"NT s
2710 Loker Avenue West CivO Englneerinij ENGINEER OF WORK.: Suite 100 fllcnnlng
Cartsbcd, California 92008 Procmising c:,.__,.t/ 760-931-7700 Surve)'inQ --;z:_--, DATE: 10/2,,,/c<-fgix: 760-931-8680
www.odayconsuttants.com TIMOTHY 0. CARROLL, JR. RCE: 55381
"AS
4,ng
n
X .J',9,9,I \'
BUil T"
~~ TIMOTHY 0. CAROLl,.}R.
P.E. 55381 EXP. (2/31(08
RkED BY:,¾ ./1, ~~---
?NSPECTOR . .
l i
\ / y
' \
,,---"-/' !
I 'c-~~--,--1 •, /
'·-,1
KEY MAP
SCALE:
76,,,/4-€ •
CATE
'Jh#x ATE
1"., 200'
BENCHMARK:
DESCRIPTION: 2• ALWINW 0/SC STAMPED GPS CONTROL
PT. 2002
LOCATION: IN Slf)ElfALK NORTH SIDE or PALOMAR
AIRPORT ROAD, .JOO FEET /CST OF
11£l.ROS£DRI~
RECORD FROM: R.OS. NO. 17271 {PT. NO 71)
ELEVATION: #4.00 11.S.l. DATUM: NGVIJ 1929
i
I /
' I /
I ' , \ \ \ j ' ,/ ·--,, ! \ "! ',
' --14~!5 ' ' . I', \ \ \ I
\.\\:\ i
~ c,• \i \ k . ,··+.,),;~
\ ',11,?_7 \. \, ~~ \. ~,,,
\ :\ ,;~·\ .
I "-. '··, ~-)_',, ·--~-~~' ! -z ·,l. 'l
i \1\ ----·--
X ..t ?• ~ ,. 4JZ.9 ~
/ .,--;,·:,-c-= ' l I ~ 4<1,::.;.,
I
f i ' ,:
09/Zcy'07 TC /1\ AS-BUILTS
DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION
I: \96' OC'.1 \!!RO~-•--<Jil? dwq ,')ct 2C, 20(,L : 2: 06i:;r-r
200'
100' 400'
SCALE: 1 ' ~ 200'
26'
5' ,.s
-1..'
72'
q
I
R/IY
26'
O.Jii· .\
~
6' P.C.C. Ct/RB .t CUTTER -1• P.C.C. Sl[JEWALK
4" A.C. Pv!JT. 0~ 6' A.8.
{MIN.) OR AS RECOUIIENOED
BY SOLS £NctN££R
CARIBOU COURT
WHIPTAIL LOOP
IIOSCAL£
72'
26' 26'
o/ '
/IP TO 60" STORM DRAIN
81/12" ll£C. WAiTR
121/16" WATFR IIAIN
1/10" SEWER MAIN
TYPICAL UTILITY SECTION
CARIBOU COURT /WHIPTAIL LOOP • NO SCALE
BUENA SANITATION DISTRICT NOTES
f. RIGHT-OF-WAY PERMIT FROM BUENA SANITATlON lJ/SlRICT REOIJIRED
PRIOR TO ANY WORK MTHIN BSD RJGHT-OF-WAY.
2. BSD ROW PERMIT CONTINGENT ON.· I) EXECUTED PARTICIPATION
AGREEIIENT BETWEEN BSD AND OWNER PROWOING FOR IJEIIFLOPER TO PROTECT
BSD FAIL-SAFE PIPELINE AT OWN COST ANO TO RELOCATE BSD FORCE MAIN
WITHIN FARADAY A~ AT BSD COST. 0£vfJ.OPER SHALL PROVfl)E FOR ALL
NECESSARY OED/CA TlONS AT NO EXPENSE TO 0/SlRJCT. 2) COMPL£TEO
OESIGN BY THE DISTRICT, AND .J) DISTRICT RESERVES TH£ RIGHT TO /I/POSE
AlJD/TIONAL RESTRICTlONS ON APPROVAL OF ROW PERMIT.
J. AFTER APPROVAL FOR ROW PERMIT, PERIIIT SHALL BE ISSUED AT A
MANDATORY PRECONSlRUCTlON MEETING.
4. AFTER ROW PERMIT IS ISSUED, THE CONTRACTOR SHALL NOTIFY THE BSD
£NG/NEERING DEPARTMENT AT LEAST 48 HOURS IN ADVANCE OF BEGINNING
WORK AFFFCTING EXISTlNG OR PROPOSED BSD FACILITIES. 24 HOUR PHONE
NUIIBER {760) 6.19-6113.
5. GRAD/NG .SH,6LL BE PHA;,ED TD -"CCQMA DATE IN5rALJ..ATICIN
OF 6SD 18" FM PER. C.O,V DWG 3814-(n>.ENCH l)EPrH OF410 IOFEEI)
I SH2T I CITY OF CARLSBAD L&J s ENGINEERING DEPART~ENT
GHAIJING PLANS FOR:
CARLSBAD OAKS NORTH
PHASE I
er 97-tJ
~~~VEDJr -~.--~
PE 23889 . P: 12-~5
LLOYD 8. HUBBS fa, bf-rt',,
CITY ENGINEER -.OA
OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DAT£ INITIAL CHKD BY: 6VP
OTHER APPROVAL CITY APPROVAL RVWD BY: ,o::, C.T. 97-13 415-9A
Xrels. 950!:;,.tiG; 96:J5l,GLY; TP/1-'0FT; %'."J~AC:Hn; t1fi0SASF;; 9605Ah.1./l."; 9605AUTL; 9605PLAl'J; 9EIJ5FGF:D; %J'.::>!:_G~L: 9~10!..;Ar~
N
C, --....
Ul
)
2" x '2" WO/JI? POST EAII//Ra/11El(T,ll ~
SN.1 ffNCE TO 8t PI.ACUJ f' BEYONll THf
IIWMATE LIMITOF6RAll/l{G -~
---'(--, f' MIN'. ,f' Mi!/. 1/QTE: itlf PENC'E M!)ST F//T/JKE \ i,.-'---="'-'--i' -ti f-o----------'-~~-----i SE t#JTi/1.l/!l) ff.lo/2
GR.4/JINQ \ TD I/B'i0Jll7,W REMOVAL \
4"Mtl/. 6"
ENVIRONMENT// L FENCE /Sil T FENCE SECTION
NO SCA!£
£AS£M£NT NOTES:
ITEM PURPOSE QrtlfER .8&F REC. DATE
[I] srarn BUENA SAN/TA TION DIST. F/N 229636 12/21/65
[2] SDC!!E S[)C!!E F/N 73-256727 9/12/73
~ !)RA/NACE (4) CITY OF CARLSBAI) F/N 82-171547 6/04/82
(!] NOT TO CONSTR/JCT CARLSBAI) PARTNERS F/N 1991-0103885 3/08/91
EASEMENT NOTES:
SEE CITY CF CARLSBAD
STD. 0/tG. No. OS-J -,... -<"
f, £AS£MENTS PER PREl..lUINARY 11Tl£ REPORT OATETJ JANl/ARY 24, 200J BY FIRST Al,/ER/CAN 11Tl£ COMPANY, ORDER No. 1255376-lf
NOTE!!
ELECTT?ONIC DATA RI.ES ARE Fa? REFERENCE
ONl r ANO ARE NOT TO BE 1/SED FOR
HORIZONTAL a? VERllCAL SIIRVEY CONTT?Ol
I
C
0/'lJAA?
0 N s u L T .v-'Nr s
2710 .Loker Avenue West Crvil Engineering
Suite 100 F"lannin~
Carlsbad, California 92008 Processing
760-9.31-7700 Surveying
Fax: 76D-931-esso
www.0dayc0n11ultants.com
DESIGNED BY: H.R. DATE: APRIL 2003
DRAWN SY: T.G., C.G. SCALE: /IS SHOWN
PRDJECT MGR.; T.O.C. J08 NO.; ~6-1QQ5
ENGINEER OF WORK: ----~ ~-:.,. (/ DATE: 'r., ~ lo<-
TIMOlHY 0. CARROLL, JR. RCE: 55381 '
-68NCRUE 61/f 01T ~LL
ffR GIJl?SIJ [} 72
11· I/IN. 1' 1,1/N. I
B r
5:1
PLAN
SECTION A-A
DETAIL
:OER 58llSO 8 16'
DO;'CffMI #11)11-f 6'
as·
otlllET PIP£ PER Pi.AN
CATCH BASIN 4: SP/LL WAY
NOT llJ SCALE
6'
~ Dj
11s
~
10' ,o· 2' 2'
1· I
2' 11/N.
GRADED SWAL£ O TOP OF SLOP£
NOT TO SCALE
"AS BUil T"
~G/ 7/3¥d' TIMOTHY 0. CARROLL, JR. /,
DATE P.E. S538/ EXP. IZ/31 Ol!
RZED BY: f¼ . 'Jf._/4 '.A 9/'t/41
If.ISP ECTOR DATE
BENCHMARK:
DESCRIPTION: 2• Al.111,(/N/JAI DISC STAAIP£D CPS CONTROi.
Pl 2(}()2
LOCATION: II S/0£WAlK NOf/lH S/0£ CF PALOAIAR
AIRPORT ROAD, JO/J FEET #EST OF
11£lROS£ ORIV£
RECORD FROM: R.as. Na 11211 (PT. NO. 11)
ELEVATION: 44l(J() AI.S.l. DATUM: NC'AJ 1929
09/Z0/07 -re /1\ /J,S -13U/LTS
DATE INITIAL
ENGINEER or WORK REVISION
l:\961005\9u05AG0.3.dwg Oct 18, 2004 9: 09arn
Xrefs: 9605AG: %J5A\J
fO'i: OC
5' X 1.JJ lB 'r POST
lf,1]/JRIAl MNC (TYP.)
IX? OTH£R STAKING
1/£11{(){) AS APPROW DY
ENCIN£ER/NC INSP£CroR.
fO'i: OC
ENVIRONMENTAL FENCE
NO SCALE
I 6" I
2,1• 111N.
/4 DAR
•
12· .. ;;-. • ..
..
p DAR O 24' ac. ..
SPLASH WALL
NOT llJ SCALE
..
•,
•·
•
'
l_ • '<>
..
--~CY?ANGE
CONSTR/JC710N
FENCE
'OR ATf"ACH POST {TYP.
•
DROW DITCH P£R
SIJRSD D-75
STANDPIPE DEWATER/NG HOLE
DATA TABLE
LOT HOLE HOLE
NO. DIAMETER ELEVATION STANDPIPE
1 2 N 11/2' 202~5 .16"
2 0 2411.5
2 2 N 1 J/4' 2 0 251.(J .16'
2 0 256.(J
J 1 IV 2" 1 o Jtaa .JO"
I O J/2.(}
" I ~ 2" 1 0 J59.(J .JO"
1 0 J61.0
5 1 -11/2" 10.1.J.J.(J .JO'
1 0 JJ5.(J
6 1 N I J/4" 1 • .J55.(J .16'
IWESTBASIN) 1 0 J57.(J
6 , ,u 2" 1 0 J5.J.(J 42•
~AST BASIN) , 0 .]55.(J
1 2 -f .I/4' 2 0 .196.(J .16'
2 0 J98.(J
6 2 IV 2• 2 0 .J-12.(J -111·
2 OJ-U.a
BORROW IN 2· , 0 #7.(J 16"
1 0#9.(J
I SjET I CITY OF CARIBBAD 1s,ssl ENGINEER! NG DEPARTMENT
-· ·------· ----·---··-----·· .
GliAOIN(i PLANS FOil:
CAHLSBAO OAKS NORTH
PHASE 1
CT !J7-1J
APPROVED dr • •
,,J!,.&-1 •'if '4°'~~ LLOYD B. HUBBS l_okf;/"'1
PE 23889 ~ P: 12-Jl -5 CITY ENGINEER ' DA E
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~ C.T. 97-1.1 ,15-9A DESCRIPTION ' OTHER APPROVAL CITY APPROVAL RVWD BY:
\
)
)
...
I
NOW!
B.ECTRONIC 0A lil fJJ£S AR£ Fa? REFERENCE
ONLY ANO ARE NOT TO BE lJS£D FOR
Ha?/ZONTAL a? VERllCAL SIJR'IEY CONTROl
SEE SHEET No. 5
O/~A4J DESIGNED BY: H.R.
DRAWN BY: T.!,., C.G.
PROJECT MGR.· T.0.C.
C 0 N s u L T .tl"NT s
2.710 Loker .tivenue West Ci\ii' Ent;;ineerin~ ENGINEER or WORK, SYil• 100 Pltmning
Cgrf&tnid, Cclifornhl 9200B Proi:::emlng -;,,i:C,(>__.,t/ 7Ei0-951-7700 Surwyini. .
f'ax: 760-~1 -86BO
nw.0dayc:0nsul1ants.co~ TIMOTliY 0. CARROLL, JR.
"AS BUil T" DATE: APRIL 2QQ~
SCALE: r. ~--;;;;;~ JOB NC.; 96-1005 TIMOT/lYOCARLL, JR
P.E.55381 · EXP. 12l3f/OtJ
~E/ ;r/¼.,: .DATE: 16 ~ ~
RCE: 55.381 TOR
zlwa,
DATE
~K
DATE
BENCHMARK:
DESCRIPTION: 2• AI./JM1NIJJI 0/SC STAHPEJ) GPS CONll?Ol
PT. 2(}{}2
LOCATION: IN SJIJ£WALK NORTH Sil)£ OF PAl(}l,IAR
Afl?Pa?l ROAO, JOQ FEET /ltEST OF
IIEZROSE OR/VE
RECORD FROM: R.QS. NO. 17271 {Pl NQ 71)
ELEVATION: #1.00 11.S.l DATUM: NGW 1929
09120107 TC I,\ AS -f!,IJ/LTS
DATE INITIAL DATE IN1TIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL
1:\961000\96(,5A.G04.dwg Uct 18, 20C4 9:l/o--n
501
SCALE: 1" = 50'
£XIST. £AS£11£NT 10 TH£
CITY or CARLSBAD
.1£C. Jl/N£ ', I !182 AS
F/N 82-/11511, 0.1?.
100'
I SH4ET I CITY OF CARLSBAD SHEETS
15 ENGINEERING DEPARTMENT
GHJ.OING PU.NS FOR:
CARLSBAD OAKS NORTH
PHASE I
CT 17-1J
APPROVEDdY
A:'" .. ~ .r?. ~~-,:~ LLOYD B. HUBBS /e,/•1 f~
PE 23889 4hP: 12-3-:-05 CITY ENGINEER • DATT
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY:~ R\IWD BY: ' ,iJ ,' ' C.T. 97-13 ,t5-9A
Xrefs: 9G05AMA::>; 96057JL, 9605AG; 96C5TP10; 9605TP07; 96C•JTP:J4; 9-6U:Jl-'L.t..r-.; 9605FG~U; 9605EGRD; 960=•eutl; 9605FUTL; 96c:x_srn; 9505-FSn; 9E,J56.GRD
\
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!
'
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NOT£!!
ELECTRONIC OA TA Fll£S A/?£ FOR REFERENCE
ONl Y ANO ARE NOT TO 8£ f/SEO FOR
l((JR/ZCJNTAL OR 'tERllCAL Sf/RITT CONll?OI..
O/'r;JAA!2
C 0 N s u L T ,.;,N T s
2710 Loker Ayenue West Civil Eng...,eering
51.lte ·oo P!onnlr.g
Carlsbad, California 92008 Proces1ir.g
760-l:IJl-7700 Surveying
Fax: 760-9.31-6680
www.odcycr,n:sultants.eam
SEE SHEET No. 4
DESIGNED BY: H.R. DATE: ~RIL Z!lQJ
DRAWN BY: LG., C.G. SCALE: , .. a: 50'
PROJECT MGR.; T.Q,Q JOB NO.· 9§-Jg!I;!
ENGINEER OF WORK:
-~CAI DATE: :r:,1'J4~
TIMOTHY 0. CARROLL, JR RCE: 55381 .
"'AS BUILT"
-;;;::: r0~ ~ll')
TIMOTHY 0. CARROLL. JR. (i
P.E.553(!/ EXP. tl.l31 '08 DATE
REVl~ED BY: /Jt.. _!/4/ov )/,;A_/ t1 • •
INSPECTOR ATE
BENCHMARK:
DESCRIPTION: 2" AJ.INI/NIJl,I OISC STAUPEfJ CPS CCAV7ROI.
Pl 2002
LOCATION: IN SIO£WALK NORTH Slf)£ OF PALOMAR
AIRl'OHT ROAi), JOO FEET IIEST OF
ll£iROS£ OIi/i/£
RECORD FROM: R.O.S. HQ 17271 (PT. NO. 71}
ELEVATION: #4.00 1.1.S.l
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09/20ln7 TC /1\ AS-t;IJ/LTS
DATE INlfl•L
£NGINEER OF' WORK REVISION
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100'
I
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DESCRIPTION
j
DETAIL ti'
NOr ro SCA££
O,UE INITIAL CATE INITIAL
OTHER .APPROVAL CJTY APPROVAL
SEW£B NOTES
f. £)(!ST. 12• EXCESS £Ffl/JENT LIN£ PER
Bl/ENA SAMTAT!ON DIST. W.fl No. 5-80-14 IN
FAJ?Al)AY A~ ANO LOT f TO 8£ RElOCAlll}
PER iHfC. #6 9C. C.O. V DWG :3821.
2. £XJST. 12" EXCESS £Ffl/JENT lJNE IN LOT 2 TO
8£ PROlEClll} IN PLACE.
l £XJST. 12" EXCESS £Ffl/JENT UNE IN El F/JERTE
STREll TO 8£ REl.OCA TEO PER O#C. 415-11£.
4. EXfST. 14" SDff"R FORCE IIAIN PER BUENA
SAN/TA TlON 0/ST. w.a No. 5024 TO 8£
PHOlEClll} IN PLACE.
5. RIGHT-OF-WAY PERMIT fl?OI.I CITY OF IISTA
R£(JUIREO PRIOR TO ANY #D'i'K llllHIN BUENA
SAN/TA 710N EASENENT.
I SHST I CITY OF CARLSBAD 1 sH,sS 1 ENGINEERING DEPARTMENT
GHAOIN(J PLANS FOR:
CANlSBAO OAKS NOHTH
PHASE 1
C'T 97-fJ
APPROVED.ff ~ A(:.~~ l4Y.. •<_ .-~LLOYD B. HUBBS " :.,'-
PE 238S9 ~ 1~5 CITY ENGINEER ~AT
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: %JP RVWD BY: C.T. 97-fJ .f.15-9,4
L\96'QG5\8t0:::iAGIJ5.awy Od '-8, WQ4 9.31am _ . _
Xrefs: 950::,A:;; '96-Ci:::,TP04; 9605TPG/; 9605PLM~; '%0:,>~W•P; 96057U-L; '::lli0!Jf-U-:-L; 960:>~G~D; 8!}J5EIJTL; 9605CGRD; 9605ESTR; 96C~-FSTR; 9605AGRD
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S£C7/0N 8-8
IIOSCALE
BENCHMARK:
DESCRIPTION: 2• AI./JMINUI,/ 0/SC STAMPED GPS CONTROl.
LOCATION:
PT. 2002
N 5/0EWAlK NOflTH Sil)£ OF PAI.CMAR
AIRPORT ROAi), JOO FEET IIEST OF
1/ElROSE ORf',,f
RECORD FROM: R.O.S. NO. 17271 {PT. NQ 71)
ELEVATION: #1.00 M.S.l. DATUM: NG',{) 1929
. / x ·····-··
,/' w•···••••--••-
nq/20/07 TC l1\ A S-6Ull TS
DATE INITIAL
ENGINEER or WORK REVISION
l
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·25'
--...._,,,-
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SCALE: 1" c 50'
,,
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"AS BUil T"
~ CA 7/2cll<! TIMOTI-IY 0. CARROLL,JR.
RCE 55J.{]_ f EXP. 12131{_08 DATE
. R~:Jd<¾.-f/4/4r IN PECTOR DATE o/<o~2 A.B. APRIL 2003 ~9-ofESSt~ DESIGNED BY: DATE:
DRAWN BY: T.G. SCALE: ,·-so· ;n~ PROJECT MGR.· T.0.C. JOB NO.· 96-1005 "' ·. .., -C 0 N s u L T A'N T s -:z: "' .., .... ,.,
Ill' NO. 55381 :t, 2710 Loker Avenue West Clvll Engineerln9 ENGINEER OF WORK: * "''· 12/11/04 * Suite 100 Pli.nning
J'"f'Jr CIVIi. ,#"t-Corl:!lb<1d, Callfornla 92 □□8 Processing ~ C . ...,...?/ DATE: !gJ_lt:1~ 760-931-7700 Surveying OF r.,l\.l~Cl Fax: 760-gJ1-B680
TIMOTHY 0. CARROLL, JR. RCE: 55381 www.odo)'Consultonts..com
I SH6IT I CITY OF CARLSBAD Lill ENGINEERING DEPARTMENT 5
GRAD/NC PLANS FOR:
CAHlSBAO OAKS NOHTH
PHASE 1
CT !17-1.J
APPROVED~Y
l•l;dr'I ,,-i ~ .. -"!"¥? ~~~.:~ LLOYD 8. HUBBS
PE 23889 G: 12--::05 . CITY ENGINEER 'DATE
OWN BY: PROJECT NO. DRAWING NO. CATE INITIAL DATE INITIAL
DESCRIPTION OTHER APPROVAL CITY APPROVAL
CHKD BY: 'il,f
RVWD BY: ' C.T. 97-1.J 415-9A
I: \961JC5\9305AG06.d""g 0c "8, 2C04 9: 51,JTI _ -.
Xrefs: 9605AL Tl; 9605AMAP; 9605,Jstr; 96057Ull; 9605AG; 9605TP05; 9605P04; 960::iPLM~; %05PC1; 9605FUTL; 9605FGRC, 9605Ai..;~D
'
NOTE!!
ElECTNON/C OA TA fll£S ARE FOR REFFRENCE
~ Y ANO ARE NOT TO 8£ l/SEO FOR
HORIZONTAL OR ~lJCAL SIJR'EY CONTROL
C
0/~~4~
0 N s u LT~T s
2710 Loker Avenue West Clvll En~lneerlng
Suite 100 Plonnlng
Ccir11bad, California 92008 Processing
760-931-7700 Surveying
Fax: 760-931-8680
www.odoyconsu1tonts.com
DESIGNED BY: H.R.
DRAWN BY: T.~.. C.G.
PROJECT MGR.· T.O.C.
ENGINEER OF WORK: -----c: I -~ •. ----t··
TIMOTHY 0. CARROLL, JR.
•• AS BUil T" DATE: ~BIL ZQQ~
SCALE: 1· = §0' ~ ZN<?" JOB ND.· 96-1005 TIMOT!./YO. CARROLL.JR.
P.E.55381 EXP,IZ/3f/08 DATE
RZED BY: ~
DATE: .'c 0.,_ /~ c,. 9/!{/4JJ •. /4. e_.
RCE: ~5381 . ~SPECTOR ~ DATE
BENCHMARK:
DESCRIPTION: 2• Al/NIMJM DISC STAMPED GPS CONTROL
PT. 20(}2
LOCATION: I{ SIOEWALK NORTH S/0£ OF PALOl.fAR
AIRPORT ROAD, .JOO FEET I/EST OF
IIElROS£ DRIVE
RECORD FROM: R.aS. Na 17271 {PT. NO. 71}
ELEVATION: #4.00 11.S.l. DATUM: NC,tJ 1929
09120/07 TC 7:\ A"'·fJ//llTS
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I: \961005\960~.t..G07.cwg Oct 18, 200L 9: 43arT
~ ~· ~iil""""'~----~100'
501
SCALE: 1• = 50'
I SH;T I CITY OF CARLSBAD 1s;ssl ENGINEERING DEPARTMENT
fJIWJING PLANS FOR:
CARLSBAD OAKS NORTH
PHASE 1
CT 97-1.J
APPROVED (I I'
;(A ,,,.,-_.e:-d ~~~ LLOYD 8. HUBBS t•/:z,/oll
PE 23889 Eii':12-31~ CITY ENGINEER -oA"rE ·
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: t;vP
RVWD BY: J:-N· C.T. 97-IJ .f-15-9A
Xrefs: 96:)5AL T_; 9605AMAP; 9605astr; 96057UTL; 9605A3; 96:)5TP05: 9505TP04; 9605PLAJ\: 9605FUTL; 9605FGRJ; 9605FSTR; 9605AGRJ
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NOTE!!
ElECTHONIC DATA fTt.£S ARE FOR REFERENCE
(MY ANO ARE NOT TO 8£ IJS£O FOR
HORIZONTAL OR VERllCAL SUl?IIT CONTROi.
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0~•7
0 N s u L T A'NT s
2710 Laker Avenue West Civil £n,;;iineering
Suite 100 P'loonln;
Ccrlsba~. Ccl1fom1c 92008 Processing
760-9J1-770D Surveying
F"aic: 760-9:51-8680
www.-<1dQy<;c-nBL1ltcnl&.c:;i.m
DESIGNED BY: H.R. DATE: APRIL 2D03
DRAWN BY: T.G., C.G. SCALE: 1· -= 50'
, PROJECT MGR.· T.0.C. JOB NO.· 9§-1005
ENGINEER OF WORK:
l.,,_// _,,
DATE: 16 //Jo fn , ,...-e-~ ,
~
TIMOTHY 0. CARROll, .ll. RCE: 55381
"AS BUil T"
-;;;-:' (_ / t-4 7/~ TIMOTllY 0. CARROLl,JR.
P .E. 5538 f EXP 1213//~ DATE
REV~ED 4 A,, £ido~ , .,,,,..,_/ 'I),, .
if.I: PE CTOR DATE
BENCHMARK:
DESCRIPTION: 2• AL/JUINW 0/SC STAMPE]) CPS CONTT?a
PT. 2002
LOCATION: N SIOEJfALK NOR TH SUJE OF PAL OU AR
AIRPORT ROO! .JOO !HT IIEST OF
11£1.ROSE ORll'E
RECORD FROM: R.as. Na 17271 (Pr. Na 71)
ELEVATION: .f.H. 00 M. S.l DATUM: N(;',f) 1929
100' I
SCALE: 1• -= 50'
j
I SaET I CITY OF C.ARIBBAD I s;ssl ENGINEERING DEPARTMENT
GIWJING PiAHS f'Oli:
CAHLSBAb OAKS NORTH
PHASE f
CT' 17-IJ
APPROVEo~r
A ., 7J{7. · --·c~ LLOYD B. HUBBS L•lff(f<f
PE 23889 : 12-31-415 · CITY ENGINEER I DA£ .
""'20/07 . t.\ AS-BUil rs TC OWN BY:
DATE INITIAL DATE PROJECT NO. DRAWING NO. INITIAL DAT£ INITIAL CHKD BY: 'ivp
ENGIHEER or WORK REVISION DESCRIPTION C.T. 97-fJ -lf5-9A OTHER APPROVAL CITY APPROVAL RVWD BY: .-c'+i'-
I \~fl1 1JD5\%05ogC8 dwi Oct 18, 2:)01 10:0.3:im
Xrefs: 9605AG; 9605--P0S; 96Ct5TP06; 960~1-'LA"I 960]/IUTL; 9605AMAP; 81:i0!:,ASIR; :l60571FL; 9EDSAGRD; 96'0_~=-JTL; 9605=-GRD; 9605FS---n
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NOT£!!
ElECmoNIC DATA RlES ARE Fm REFERENCE
WYANI) ARE NOT TO BE llSEO FOR
HOR/Za-lTAL OR 1,£RTJCAL SIJR~Y cailROL
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0~11~11
0 N s u LT -"NT S
271 D Lo:k.er-Avenue West Clvll Er,gfneerinl,l
5'.11te 1ClC Plcnnin!il
CClrlsbad, California S12008 Processin~
760-931-7700 Surveyinag
F011:: 75D-931-B680
www,odoyecnsultcnts.ccr-,
DESIGNED BY: H.R. DATE: APRIL 2003
DRAWN BY· LG,, C.G, SCALE: ,. = 50'
PROJECT MGR.· T.0.C. JOB NO.· 96-1005
ENGINEER Of' WORK:
__. )=-4 . /4..;:_ ·'-DATE: / C,, 1;J.s//-
TIMOTHY 0. CARROLL, JR. RCE: 55381
S££ SHEET No. 8
"AS BUil T"
~~' ';;,~&
r/MOTHY 0. C'Ali'ROLLZ JR)l DATE P .E. 55381 EXP. l CJ.I 0'1
RZ,E19d't4-. '1/4jg
' ~SPECTOR DATE
BENCHMARK:
DESCRl'TION: 2" Al/JIIINIJJI OISC STAAIPED CPS CONTROi.
PT. 2002
LOCATION; W SHJEWAi.K N(Y?llf SllJ£ OF PAI.CIMA!?
AIRPORT ROAl\ J{)O FEET #EST OF
'l/£lROSE OHl'IE
RECORD nof.1: H.QS. Na 11271 {Pr. NO. 71)
ELEVATION: ffi.{J(J AI.S.l DATUM: NCW 1929
/
09/20/07 TC /,\ A5-BLJ/LT5
DATE INmAL DATE INITIAL OATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPIWVAL
1:\9610J5\96:J5cg09.d"g Uct 18, 2.GJ4 9:54a'TI.
Xrefs: 9CO~AUI_, 960:i□si.r; 9605/UTL 96C-5AG; %05AGRJ; 9E □5--:-P05; 9605TF06; 9605PLAN; 9E:J5AM6.P
so'
SCALE: 1 O K 50'
100' I
I SHgET I CITY OF CARISBAD I SH,sS I ENGINEERING DEPARTMENT
fJRAOING PLANS FOR:
CAHLSBAO OAKS NORTH
PHASE I er 97-tJ
APPROVEDdr'
llOYD B. HUBBS L-b~4., 4 ~-Fi{' IV*-': PE 2JB8~ P: 12---CITY ENGINEER 7DAE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: "VP C.T. 97-IJ 415-9A RVWD BY: ru,
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2710 Loker -'venue West
Suhe 100
Corl:ab0d, Colifomi<1 9200B
760-931-7700
Fax; 760-931-8680
www.od□)'Consullonts.corn
Civil Engineer in !ii
Planning
Processing
SUr'le,ing
ENGINEER or WORK:
~c -ti
TIMOTHY 0. CARROll., JR.
DATE
DATE: tc,}-,~J,,~
RCE: !j5JB1 DATE
101.1 AC. •
BENCHMARK:
DESCRIPTION: 2" ALIJJIJNUl,I 0/SC STAAIPEO GPS CONTROL
PT. 2002
LOCATION: IN Slf)EWAU( NORTH SIOE OF PALOMAR
AIRPORT ROAi), .JOO rrrr llf"ST OF
IIW?OSE OR/';E
RECORD FROM: R.as. NO. 17211 (Pl Na 11)
ELEVATION: -1#.00 M.S.L. DATUM: NCW f929
.
',O'J/20/07 TC /1\ AS·l5UIL,5
DATE INITIAL DATE INITIAL. DAT• INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTH•R APPROVAL CITY APPROVAL
I: \961005\9605AG10,d,,g Oct 18, 20:)4 10: OOor:,
501
SCALE: ,. = 50'
100' I
~ 0 CITY OF CARLSBAD 1s;ssl ENGINEERING DEPARTMENT
GHA/JINC PLANS FOR:
CARLSBAD OAKS NORTH
PHASE I
CT 97-fJ
APPROVED 4,
.,/4 ~--~~~u:;--;s~..:.( LLOYD B. HUBBSt,/~~/4.'I
PE 23889 BP: 12-31-5 CITY ENGINEER rDA-E
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY• 1VP C. T. 97-IJ -115-9A RVWD BY: _>.I·
~-,, YO
Xrefs: 9605AUTL; 96C5AMAP; 9605q:r; 95C5AG; 3605A'.;RD; 9605TP0.S; 9605TP06; 9605TP09; 96J5FGRD; 9€05TP0.3; 960.':,7UTL; 9505FUTL; 960!:FSTR: 9605:iLAN
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ElECTRONIC OA TA fllES ARE FOR HEFERENCE
ONl Y ANO ARE NOT TO 8£ USEO FOR
HORIZONTAL OR VERllCAL SURVEY CONTROL
ofEss,
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12/51/04 *
CIVIi. ~~ .... or CJ.\.l~r;yo,~
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DESIGNED BY: .JHJoJR,._ __ DATE: APRIL 2003 ''AS BUILT"
DRAWN BY: T.G .• C.G. SCALE: 1 • = 50'
PROJECT MGR.· LQ,C, JOB NO.· 96-1005
CONSULT ,.,,NT S Tt~R(;~
t---------------1 P.L 55381 EXP. IZ/31/08
2710 Loker Avenue West
Suite 100
Corlsbod, CtJllfornro 92008
760-9:!11-7700
Fo1e: 760-9.:51-8680
www.odQycori111.1lhmhi.Gom
Ch,11 En~lneerlng
Pl(lnning
Processing
SI.Jrveying
ENGINEER or WORK:
~CJ
TIMOTHY 0. CARROLL, JR.
REVly.'ED BY: . ? J/
£~,.. I 11 r1,r,A.
RCE: 55381 DATE
BENCHMARK:
DESCRIPTION: 2" Al/Jf,//NIJ/rl 0/SC STAMPED GPS CONTRa
PT. 2002
LOCATION: II S/DEWAlK NORTH SIDE OF PALOUAR
AIRPORT ROAi), .JOO FEET JEST OF
I/El.ROSE ORI'.£
RECORD FROM: R.0.S. NQ 11211 (PT. NO. 71}
ELEVATION: ff4.00 11.S.l. DATUM: NCVfJ 1929
0',120107 TC Ii\ AS-8UILTS
DATE la.llTIAL DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION OTHER APPROVAL
I: \961 OC5\9605ag11.d.vg Oct 18, 2804 1 0: 17am
/'' _,,,.-·
501
SCAI.£: , • = 50'
100'
I
,/ ~~~-:--
·--... ,/
\
I s1r1r I CITY OF CARLSBAD 1s;ssl ENGINEERING DEPARHAENT
GHA/JING PUNS FOH:
CARLSBAD OAKS NORTH
PHASE I
CT ll-1J
APPROVED8Y ~-.,_4~ . .,_ . •~ LLOYD 8. HUBBS Js-/~"l/
PE i3BB9~ P: 12-3~ CITY ENGINEER 1 DA E
DWN BY: PROJECT NO. DRAWING NO. DA.TE INITIAL CHKD BY· ,q
CITY APPROVAL C.T. 91-IJ -115-9.4 RVWD BY: .
Xrefo: 96O5AUTl; S6O!':A~JAF; 06O5nstr; 96O57L.L, 95O5AG; 9605Tr08; S60ff'LAN; 96O5TPO5; 96057='06; 96CSTPO2; 96O5TPO3; 96C5:igrd
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3.
EROSION CONTROL NOTES
' IN CASE EMERGENCY WORK IS REOU/RED, CONTACT FRAN RICHMOND AT (619} 318-8505.
EQUIPMENT ANb ~~RKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING Ti!E RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8E
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN /5 EMINENT.
DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING
RA I NF ALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL SE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORKING DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT /40¾/. SILT AND OTHER DEBRIS SHALL SE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE
II. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES (90¾ COVERAGE} PRIOR TO NOVEMBER 15, THE SLOPES SHALL 8E
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
STATE OF.CALIFORNIA.
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD
SPECIFICATIONS AND THE FOLLOWING,
A. HYDROSEEDING SHALL BE APPLIED TO,
/. ALL SLOPES THAT ARE GRADED 6,1 (HORIZONTAL TO VERTICAL} OR STEEPER
WHEN THEY ARE,
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AREAS GRADED FLATTER THAN 6,1 WHEN ANY OF THE FOLLOWING CONDITIONS
£XI ST,
a. NOT SCHEDULED FOR IMPROVEMENTS/CONSTRUCTION OR GENERAL
LANDSCAPING/ WITHIN 60 DAYS OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY
VISIBLE TO THE PUBLIC.
c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER
THAT WARRANTS 11,MEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA,
C.
D.
I . ALL SLOPES THAT ARE GRADED 6, / OR STEEPER AND THAT ARE,
a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND
WATERING FROM OUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM
OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /00¾ COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100¾
COVERAGE.
2. AREAS SLOPED LESS THAN 6,/ SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENG/NEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS
OF THE ELEMENTS OF THE PROPOSED SYSTEM.
J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING,
I. SEED MIX SHALL CONSIST OF NO LESS THAN,
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
1. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW/
f. Ill lb. PER ACRE OF OIMORPHOLECA
Q. ITEMS c,d,e, AND r OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCASTING BEFORE HYDIIOSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON
SAID CONTAINERS.
/. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE.
TYPE 6 MULCH (STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOR .
HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE
ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50¾ OF
THE STRAW INTO THE SOIL.
3. FERTILIZER CONSISTING OF AM,ION/UM PHOSPHATE SULFATE, 16-20-0, WITH
15¾ SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY,
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6:1
b. HARROWING AREAS 6,1 OR FLATTER THAT ARE SUFFICIENTLY FR/ABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SAL/NE SO/LS TO PROVIDED VIABLE CONDITIONS FOR GROWTH.
H.YDROSEEDED AREAS SHALL BE MA I NTA I NED TO PROV I DE A VIGOROUS GROWTH UNTIL
THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
50 'MIN.
PROFILE
PUBLIC II I GHT-
Of' -WAY
TER FABRIC
~7-·=lll\'/jW . 12" MIN.
• II/NUS ROCK
EXISTING GROUND
30'MIN.
STF:EL SHAKE:
PLATES/RUMBLE
RACKS
PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCT/ON
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
PUBL C RIGHT-,OF-WAY
FENCE/BARRIER TO
RESTRICT TRAFFIC TO
THE COI/STRUCTION
F:NTRANCE
STABILIZED CONSTRUCTION ENTRANCE
PER CALIF. STORMWATER BMP DWG TC-1
11=1111 -111--111 -II -Ill =11=111-111-ft 7--,--i!llm-n-m-li 1 __ -TTT-m-m...L
. iiffim-m-n-m--4• VERTICAL FACE
EWE:PDJNG DETAIL
ANGLE FIRST STAKE TOWARD
PREVIOUSLY LAID BALE ---...
FLOW---WIRE OR NYLON
BOUND BALES
PLACED ON THE
CONTOUR
2 RE-BARS,STEEL PICKETS.OR 2·x 2· STAKES I l/2' TO
2' IN GROUND
ANCHOR I NG DE'TA IL
• DRAINAGE AREA LESS THAN / ACRE
STRAW BALE DIKE
I. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CIA/
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
-------
2. STAPLE WIRE FENCING TO
THE: POSTS.
~---~ !!!jjj~. ::t!:::::c!',,,_ 4 IN I IO CM I
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATF:D SOIL.
FILL SLOPE n m m ll ffi __ r
111'11111'11 11111 1111 11i'11r
m-m-m-
SEE DETAIL SHEET 3
UNLINED SWALE & BERM
0
,. .. ,
~ TOP OF SLOPE
C//!18 LINE
GUTTER LINE
FIL TfR FABRIC
OVER WIRE
FILTER FABRIC/GRAVEL BAGS @ CURB INLET
DROP INLET
WITH GRATE COMPACTED SOIL
TO PREVENT PIPING
STAKED
STRAW BALE
RUNOFF WATER FILTERED
_-...__::_WITH SEDIMENT WATER
··~
~
-TTj_
-:-:--,---,--,-"i"",j" .. ~
STRAW BALES
STAKED WI TH TWO
STAKES PER BALE
END AND SIDE
OVERLAP AT
CORNERS
FLOW
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP ONTD CURB
-----------
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT (0.9 Ml MIN.
THREE LAYERS OF GRAVEL BAGS
WITH £NOS OV£RLAPP£D
GRAVEL BAGS
4"-6" LDGS
24"
LOG CHECK DAM
/
4'
A
POINTS A SHOULD Be HIGHER THAN POINT B
HAY BALE CHECK DAM
6 IN ( 15 CM}
24 IN /61 CM/
l'
I
Ill /6/ CM/
I
L ■DISTANCE SUCH THAT POINTS
A AND BARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
6"x6" ANCHOR TREI/CH
MATS/BLANKETS SHOULD BE INSTALLE:D VE:RTICALLY DOWNSLOPE.
lrE<IBND
DESCRIPTION
STABIIJZED CONSTRUCTION ENTRANCE
STRAW BALE DIKE
SILT FENCE
UNIJNED SWALE .&: BERll
D-76 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
LIMITS OF CLEARING &: GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM
HAY BALE CHECK DAM
GRAVEL CHECK DAl!!
RIPRAP
QUANTITY SXMBQL
,& EA.
-----8,250 LF -<~0--...,00---00---
==>==>==>
60,000 EA.
-►•■--►■
~
HYDROSEED 1,017,200 SF
EROSION CONTROL KATS
FILTER FABRIC/GRAVEL BAG
INLET PROTECTION
CONSULT Al"NT S
2710 Loker Avenue West
Suite 100
Carlsbad, California 92008
760-931-7700
Fox: 760-931-8680
www.odoyconsultonts.com
Civil Engineering
Planning
Processing
Surveying
142,5D0SF ™
DESIGNED BY: .....ce .. e.__ DATE: APRIL 2003
DRAWN ev, t.C. SCALI: ___ _
PROJECT MGR,· T.O.C. JOB NO.: 96-1005
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR. RCE: 55381
"AS BUil T" ~~/ TIMOTHl"O. CMLi.:.IR. /4 RCE 55"381 EXP. IZ/31 '08 DATE
DATE
~ CITY OF CARLSBAD ~
1-------1--+------------------1---+--l-----+----l L_gJ ENGINEERING DEPARTMENT ~
~='....::::::========:::::'....::::::::::::::::::::
09 20/0 TC AS-5UILTS
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
I: \9tiUUti\~JU;JAG12.dwg Oct 12. 20(1-1-10:Clom
Xrefs: 9605.4.G; 95C5AN
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
OfOSION CONTROL PLANS FOR:
CARLSBAD OAKS NORTH
PHASE 1
CT g}'-IJ
APPROVED 4Y'
• ~ LLOYD B. HUBBS 1-p;{=I/
CITY ENGINEER'DA
DWN BY: __ _
CHKD BY:~
RVWD BY:~
PROJECT NO.
C.T. 97-fJ
DRAWING NO.
415-9A
\ \
NOT£!!
B.EC7RONIC 0A T,4 fli£S AH£ FCW REFERENCE ·
OHL Y ANO AN£ NOT ro BE USED FOR
HORIZONTAL CW ~l!CAL SUH'i£Y CONTROi.. .
O/<oA42
C 0 N s u L T Ao'N T s
2710 LCMC@r A~nue West Civil Engineering
Suite 100 Plormini
Carlsbad, Callfcmici 9.2.Coa Processing
760-931-7700 Surve)'ing
F'"cw:: 760-931 ~8680
nw.01foyc0nis:1.1ltants.com
DESIGNED BY: H.R.
DRAWN BY: T.G., C.G.
PROJECT MGR.· T.0.C.
EMGIKEER OF WORK:
·~C--E
TIMOTHY 0. CARROLL, JR.
"AS BUil T" APRIL 2003 DATE: -:z;:_~ SCALE: ~ SHOWN
JOB NO.· 96-1005 TIMOTHY o. CARROLL, .JR.;,_
P.E. SS38! EXP. f2l31J!!J.
R~~D/J('jf;
DATE:/r'JU/o, .
(NSPECTOR RC[: 381
?kl~
DATE
w~ DATE
BENCHMARK:
DESCRIPTION: 2" ALtJIIINIJU OISC STAJIP[]) /;PS CONT!?OI.
PT. 2()()2
LOCATION: IN SIO£WALK NORllf SIi)£ OF PALOIIAR
AIRPORT ROAD, JOO FEET tlCST OF
l/£l.RO~ Dlll'rf:
RECORD FROM: ff.GS. NO. 11211 (PT. NO. 71)
ELEVATION: #1.00 M.S.l DATUM: NCW 1929
\ \
.
09/20/0, TC /t\ AS-BUILTS
DATE INITIAL DATE INITIAL DA.TE INITIAL
[NGJNEER or WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
·\961D05\9605m;13.dwg Oct 13, 2oc,4 ·0·24orn
'L 25'
50'
SCALE;
1 oo'
200'
1• E 100'
WJ J CITY OF CARLSBAD Lru 5 ENGINEERING DEPARTMENT
£HOS/ON COHTliOi. PUNS FOR:
CAH/.SBAO OAKS NOHTH
PHASE I
er 97-t.J
APPRDVEOQY _: ·~ roh;./1'1 A~ ---~ LLOYD B. HUBBS -/~ ,
PE 23889 'EXP: 12-,1111 -05 CITY ENGINEER . □AtE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY:~. RVWD BY, . C.T. 97-1.J ,t5-9A
X:re.fs: 9605EUTL: 9605At!/A.P; 9605Estr:: 960.57UL; 9605AG: 9605P-J4; %05P07; 96,J5pkm; 9E05FGRD; 9EJ5F(;R0; 9605EJTL; 9i'i05FUTL; S605AGRD
NOT£!!
ELECTRONIC OA TA FN.£S ARE FOR REFER£NC£
ONl r ANO ARE NOT TO BE USED FOR
HORIZONTAL OR IDT/CAL SIJR"Er CONTROi.
I '/ /.D,1 rr .. , ,,,
/'/ j V"eftl, I ,' //\,/'
,-," ,.,,,,,// Jf \/; I\ .,.f' ,,, j . // ~ .)
_., .• r'
/ ,./'. ,__...,,,
I
0/~7 APRIL 2003 DESIGNED BY: H.R. DATE:
DRAWN BY: LG .• C.G. SCALE: AS SHOWN
PIIOJECT IIGR.; LQ.C. JOB NO.; 96-1005
C 0 N s u L T .i.l"fr T S
2710 Loker -.v&nue West CMI Englntterlng ENGINEER OF WORK: 5'.lite ,oo Plan~inu
Cgrlabo.:J, Califomic:1 lil2008 Prgc■1Hllin~ --:e.:. . r .J.,,f DATE: 1,:,,/~/,.4 7&Cl-931-7700 Sllrveyirg
FaK: 76Q-g31-8580
www.odoyconsultonts.com TIMOTHY 0. CARROLL, JR. 0 RCE: 55381
"AS BUILT"
~ (:2..4
TIMOTHY O. CRou2JR'I,
P.E. 5538( EXP. ~ l3f)JII
REV1y9/ED d () /4
.. J}Anuf ½.,_ •
11-!SPECTOR
7~
DATE
q_/'il~z
llATE
BENCHMARK:
DESCRIPTION: 2• All/MIN/JAi DISC STAAIPED GPS CONmot
PT. 2002
LOCATION: N 511)£WA1K NOl?!H SdJE Of' PAL.OMAR
AIRPORT ROAD. JOO FEET IICST OF
I/Ell?()S£ ORI/IE
RECORD FROM: f?.QS. NO. 11211 (PT. NO. 11)
ELEVATION: U-1./JO 11.S.L DATUM: NCl,f) 1929
09/20KJ TC fl' AS-5ll!LTS
DATE INITIAL DATE INITIAL DAT( INITIAL
ENGINEER or WORK REVISION DESCRIPTION OT-iER APPROVAL CITY APPROVA.L
I· \961C05\96J5AG14 :::!wg ::Jct 12, 20::14 1D:D6am
100·
SCALE: 1" = 100'
200·
I
CK] ' CITY OF CARLSBAD I s;ss I ENGINEERING DEPARTMENT
£liOSION CONTHOI. Pl.ANS FOH:
CARLSBAD OAKS NORTH
PHASE 1
Cf 97-IJ
APPROVED 8r' - , /.2: ~ ,:;~ ~~.--~ llOYD B. HUBBS /~/~/,q_
PE 238&.l "-P: 12-3 05 CITY ENGINEER rDATE
OWN BY: PROJECT NO. DRAWING NO. CHKD BY: -"\J<-' C.T. 97-IJ ,15-9A RVWD BY: ·-
Xr~fs: 9€05AUTL; 9f.05A\!A:>; 96Cl5cdr; 96057U-:-L; 9605Jl.G; 9S05AGR); 9605TPC5; 96C15TP06; ;605TPD4; 9505pla-; 96:'.•5fgrc: 96C·5tp02; 9605FUTL
)
\
)
~ ~ lo■' "2 ~
C
"""' -. .... I--
Ut Ul
~ ~
NOTE!!
B.ECTRONIC DAT.4 Rl£S ,ff?£ FOR REFERENi
ONl Y ANO AHE NOT TV BE IJSEO FOR 'CE
HORIZONTAL a? 1£RT1CAL SIJRIC( CONTROL
~ ,.._,
\
' \. I
\ \
C CJ_ N S U L T ,.,-i..rT S
mo Loker A.Vllll.Lle We.st
SUlt,e 100
Carlsbad, Colifcrnia 92006
76□-gJl-7700
F"c:n~: 160-931-86BO
www. odo:yc;onsul tc.n ts. com
CT'l'il Engineering
Plcinnin9
Proce-ssiri'il
Surveying
'
DESIGNED BY: ..,H.._.R.,.. __
DRAWN BY: T.G., C.G.
PROJECT MGR.· 10.C,
ENGINEER or WORK:
i
/
DATE: APRIi 2003
SCALE: IS SHOWN
JOB NO.· 96-1005
--6:= CJ.
RCE: 55J81 ' Tllil01HY 0. CAAROU., JR
II AS BUil T" ~a,
TIMOTHY 0. CARROLL JI?
P.E.55.381 EXP. IZl3if08.
--~-----~--
OATE
6ATE
·--·~·=· ·
/ /_.·
/
/// .• /. / ..
,/ ,/
.
BENCHMARK:
DESCRIPTION:
LOCATION:
i~ ~ 0/SC STAJIPED CPS CONTROi.
'f~ NCRIH SIN <F PALOUAR
NITrvrr T R£l4a JOO FEET ltf'ST {F
IIEl.ROS£ OR/If"
RECORD FROM: H.QS. NQ 11271 (PT. NO. 71)
ELEVATION: ./#.00 11.S.L. DATUM: NC't!J 1929
_, j
_,, /; '11/
/./ _/
, . -' "
' . kJ -, -· v·j / ··_:;; ~ .• .• ' .. \ \ "· <.,../.X~: _..,,--..,..,---~ I ' \'
tY§ho"'7 TC R-.. AS-l':,U!LTS
D"TE INITIAi.. DATE INITIAL DATE INITIAL
ENGINEER Of WCRK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
I: \961005\9605AG1 s.c•:••h-~.,.t, -~.,• .• , ·--;; ., ·· ·'"• ., , . --,,,,.,.,.; -,_,,-.. ~. '
--·
50' •-H.,,<,-,,___;-,gj
200'
SCALE .. ,. 1 ' = 00
., • .
1 s,sT I CITY OF CARLSBAD Lill 5 ENGINEERING 0EfARHIENT
OIOSION CONTROi. PUNS FOR:
CAHLSBAO OAKS NORTH
PHASE 1
CT 17-IJ
APPROVED6Y ~ e... .--/ ~ ' .I/. PE 23889 lxP:· 1utfs~·, LLOYD B. HUBBS £9#fle.'.l CITY ENGINEER DA
OWN BY: PROJECT NO. DRAWING NO.
CHKO BY: "'" <>
RVWD BY: ·-C. r. 97-I.J -115-9,4
-,. ---..
:<refs: 9605AJTL: 96osl~4.~· ~2, 2-004 1D: 5 am , 605cstr: 96057UTL; 9605A8: 9605TP:) 6, 96C5TP05, 9605pl □n; %OS -FGRC; 9605tp02; 96:)5F'O".· ._. 9E:J5FUTL; S605AGRD
/