HomeMy WebLinkAboutDWG 415-9D; CT 97-13; CARLSBAD OAKS NORTH - EL FUERTE ST; 01-07GHAOING NOT£S
(IN ADDITION TD THE REOUIREMF:NTS OF CHAPTER 15. /6 OF THE
CARLSBAD MUNICIPAL CODE./
I. rHIS PLAN S/JPF:RSEDES ALL OTHER PLANS PREV/01/SLY APPROVED BY rHE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF rHIS PLAN DOF:$ NOT LESSF:N OR ~/VE ANY PORTION OF THE
CARLSBAD MIINIC/PAl CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCI./Mf:NTS LISTED HEREON AS THEY MIIY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE rHESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
1/rJRK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DI/RING CONSTRI/CTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SI/BIIITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOIIIRED FOR ANY
WORK IN THE P/JBL IC RIGHT OF WAY. PRIOR TO PERM/ T /SSIIANCE, A
CERTIFICATE OF INS/JRANCE Ml/ST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INS/IRED ON THE PERMITTEE'S POL ICY IN THE MINIMUM AMO/INT
OF ll,000,000.00 FOR EACH OCCIIRRENCE OF LIABILITY. THE INSIIRANCE
COMPANY /MIi TING THE POL {CY wsr HAVf A RATING OF "A. ANO A SIZE
CATEGORY OF CLASS VAS ESTABLISHED BY "BESTS" KEY RATING GIi/DE.
5. /!//LESS EXEMPTED BY SECTION 30/. fb/5 OF THE /IN/FORM B/J/LO/NfJ CODE,
RETAIN/Nri WALLS 0/JTSIDE OF P/JBL IC R/0HT OF t.:<IY RE{)IJ/RE SEPARATE
PERM/ TS FROM THE BUILDING Df:PARTMENT.
6. NO WORK SHALL BE {'/JMIENCEO /JNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY ANO OTHER Al-,',?OPRIATE AfJENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENri!NEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED /JNT/L THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN /SS/JED.
8. NO REVISIONS WILL BE /MOE TO THESE PLANS WITHO/JT THE 'M?!TTEN APPROVAL
OF THE ~/TY ENGll'IEER, NOTED WITHIN THE REVISION BLOCK, ON THE
APPROPR I A TE SHEET OF THE PLANS ANO THE Tl TL£ SHEET.
9. ORIGINAL DRAWINrJS SHALL BECOME THE PROPERTY OF THE CITY //PON BEING
S/fJN[.0 BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BIi/LT CONDITIONS
BY THE ENGINEER-OF-WDRI< PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE
CITY.
II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MIIINTAINEO TO
THE PROJECT $!TEAT All TIMES DI/RING CONSTR/JCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF, {Al SIIMll4RY SHEET, (Bl LABORATORY WDRK SHEETS ANO (Cl CfMFACTION
CURVES, $HALL BE SIIBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CAL !FORNI A, PRINCIPALLY DOING B/JSINESS IN THE FIELD OF APPL /ED SOILS
MECHANICS. THE SOILS REPORT WILL BE $1/BMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TIK} WORKING DAYS OF THE CfMFLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOl,NENDATIONS 01/TL !NED IN THE SOILS REPORT IS REO/JIRED
PRIOR TO THE ISS/JANCE OF A 8/JILDING PERM/ T. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENri/NEER OF tHE
STATE OF CALIFORNIA PRINCIPALLY DOING B/JS/NESS IN THE FIELD OF APPL /ED
SOILS MECHANICS. All FILL OR FIIT/JRE FILL AREAS SHALL BE CONSTR/JCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PREL /Ml NARY SOILS
INVESTIGATION. DAILY FIELD COA#'ACTION REPORTS WILL BE S/JBMITTED TO THE
PROJECT INSPECTOR.
14. A PRFCQNSTRIICTIQN MECUNG SHALL 8F HF( Q AT [HF SI TE PRIOR TO THE
BHllNNING OF !ff2RK AND SHAii Br ATTENDED BY ALL HFPR£SFNTATIVES
RESPONSIBLE FOR CONSTR/JCTION, INSPECTION, SI/PERVIS/ON, TESTIN0 AND All
OTHER ASPECTS OF THE MlRK THE CONffiACTOR SHALL SCHEO/JLE THE MEETIN0
THRO/JGH THE PERMIT CLERK /760 438-389I/ AT LEAST FIVE /5/ Wf'JRl(/N0
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVEO DRAWINGS Ml/ST BE
AVAILABLE PRIOR TO SCHEOIILING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSPECTION RFOllfSlS OTHER THAN FQH PfffCQNSTl/llCTIQN MFFUNG W[(I Rf
MAOF B'f CAIi INC [Hr CNGINEFRINC 24-Hl/UR lflSPfCUQN Hf()UFST I INF AT
(7601 438-}89I INSPECTION HFO/JFSTS Ul/ST BE RECEIVED PRIOR TO 2·00 PM
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MIIDE
THE NEXT IJfJRK DAY IINLESS YOU REQ/JEST OTHERWISE. REO/JESTS MIIDE AFTER
2:00 P.M. WILL BE SCHED/JLED FOR llW F/JLL WORK DAYS LATER.
16. THE OWNER ANO/OR APPLICANT THRO/JGH THE DEVELOPER ANO/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO IMINTAIN ALL SAFETY OEVICES, INCL/JD/NG
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE A.NO FEOERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR COOE SECTION 6705 BY S/JBMITTING
A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNEO AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE /MOE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING 0RO/JNO DI/RING THE
EXCAVATION OF SI/CH TRENCH OR TRENCHES OR 0/JR/NG THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL iRENCHES FIVE FEET (5'/ OR
MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THC PLAN VAi/iFS FRQM THE SHQHING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTR/JCTION SAFETY ORDERS, Till£ 8
CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A
BfG{STERED ENGINEER AT THE CONTRACTORS EXPENSr. A COPY OF THE OSHA
EXCAVATION PERMIT WST BE S/JBMITTEO TO THE INSPECTOR PRIOR TO
EXCAVATION.
18. NO BLASTING SHALL BE PERFORMEO /JNTIL A VAL ID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. S/JBMIT APPLICATION FOR BLASTING
PERMIT lf£LL IN ADVANCE OF THE SCHEO/JLING OF BLASTING OPERATIONS.
/9. IF ANY ARCHAEOLOGICAL RESOIJRCES ARE DISCOVERED WI THIN ANY l!W)RI( AREA
DURING CONSTRI/CTION, OPERATIONS WILL CEASE 11.NEOIATELY. AND THE
PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART
/JNTIL THE PERMITTEE HAS RECEIVED IW?ITTEN A/JTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONOIICTEO ON THE SITE OR ADJACENT THERETO, INCL/JO/NG
WARMING 1/P, REPAIR, ARRIVAL, DEPART/IRE OR OPERATION OF iRIJCKS,
EARTHMOVING EQ/J/PUENT, CONSTR/JCTION EOIIIPUENT ANO ANY OTHER ASSOC/ATEO
GRADING £01/IPMENT SHALL BE l lMITED TO THE PERIOD BETWEEN 7,00 A.M. AND
$/INSET EACH DAY, MONOAY rHRU FRIOAY AND NO EARTINOVING OR GRADING
OPERATIONS SHALL BE CONOIJCTEO ON lfE'EKENOS OR HOL /DAYS. (A L /ST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COI/NTER. I
21. ALL OFF-SITE HA/IL RO/JTES SHALL BE S/JBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TIK} F/JLL l!W)Rl<ING DAYS PRIOR TO BEGINNING OF
WORK.
22. IIIPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPDSITEO AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL Bf RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCIIRRING ALONG THE HA/IL
ROI/TES OR AOJACENT STREETS AS A RES/JLT OF THE GRADING OPERATION.
23. BR/JSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED /JNLESS SPECIFICALLY NOTEO ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RES/JLTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
II/NIA/LIM ONE PERCENT SLOPE.
25. THESE PLANS ARE S/JBJECT TO A SIGNED ANO APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIU'ED TO A FINISH GRADE TO PRODIICE A /JNIFORU
S/JRFACE ANO CFWSS SECTION. THE SITF: SHALL BE LEFT IN A Nf:AT ANO
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER !)£8RIS SHALL BE REMOVED
ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
CARLSBAD OAKS
C. T. 97-13
EL FUERTE STREET
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDEO
WITHIN TEN (10/ DAYS OF THE TIME 'IIHEN EACH SLOPE IS BROIIGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS-.-
28. LANDSCAPING SHALL BE ACCOMPL/SHEO ON ALL SLOPES ANO PAOS AS REOIIIRED
er rHE Cl TY OF CARLSBAO LANDSCAPE /MN/JAL. THE LANDSCAPING PLANS FOR
THIS PROJECT, DRAWING NO. 4l5-9L ANO 415-f/M, AND/OR AS 0/RECTEO
er THE CITY ENGINEER OR PLANNING 0/RECTOR.
29. THE OWNER/APPLICANT SHALL INS/IRE THAT ALL CONTRACTORS SHALL COORDINATE
THE IKJRK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS ANO THE IMPROVEMENT PLANS AS REO/JIREO FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MAN/JAL TIME REO/JIREMENTS.
:JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIM/JM
0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, /JP TO 15" PVC MAY BE
UTILIZED PROV/OED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOLID II/IILL PIPE.
:JI. WHERE AN EXISTING PIPE L !NE IS TO BE ABANDONED AS A RES/JLT OF THE
GRAOING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF B/JILDING
OR STREET AREAS ANO REPLACEO WITH PROPERLY COMPACTEO SOILS. IN OTHER
AREAS THE PIPE WILL BE PL/JGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER AND/OR THE GEOTECHNICAL ENGINEER.
32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES
(ABOVE GROUND ANO /JNDER GROUND/ WI THIN THE PROJECT SITE S/JFF/CIENTL Y
AHEAD OF GRADING TO PERMIT THE RF:VIS/ON OF THE GRAOING PLANS IF IT IS
FOUNO THAT THE ACT/JAL LOCATIONS ARE IN CONFL /CT WITH THE PROPOSEO
WORK.
:J3. THE CONTRACTOR SHALL NOTIFY AFFECTED I/Till TY COMPANIES (SEE BELOW/ AT
LEAST 2 Fl/LL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES ANO SHALL COOROINATE THE WORK WITH A COll'ANY REPRESENTATIVE.
UNDERGROUND SERVICE ALERT /-800-422-4/33
SD61JE (800/660-7343
PACIFIC BELL (800/892-0/23
ADEL PH I A COMI/JN I CAT IONS ( 760 I 438-7741
Cl TY OF CARLSBAD (STREETS B STORM DRAIN/ (760/434-2980
CITY OF CARLSBAO (SEWER.WATER B RECLAIMED WATER/ (760/438-2722
B/JENA SANITATION 0/STRICT (760/726-/340 (X /3741
34. PERIIIT COMPLIANCE RE()IIIREMENTS,
A. FOR CONTROLLED GRAOING-THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL AOV/CE,
OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A. 8)
CARLSBAD M/JNICIPAL CtJDE.
B. PRIOR TO FINAL APPROVAL QF A GRADING PERMIT-THE FOLLOWING
REPORTS Ml/ST BE S/JBMITTEO TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {/5. 16. 120 A. 10) CARLSBAD M/JNICIPAL CODE.·
(II FINAL REPORT BY S/JPERVISING GRADING ENGINEER STATING ALL
GRADING IS COM'LETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CIJDE AND THE APPROVED PLANS {OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPART1,/£NT/.
(2/ AS-8/J/L T GRADING PLAN.
(31 IIEPORT FROM THE SOILS ENGINEER, MOCH INCL/IDES
IIECOIMENOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE 0/JALITY OF THE SOIL, AND SIMIAR/ES OF
FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCL/JOE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS OONE IN ACCORDANCE WITH THE REO/JIREMENTS AND
RECOIMENOAT/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT
ANO ANY SIIPPLENENTS THERETO.
(4/ IIEPORT WITH AS-BIi/LT GEOLOGIC PLAN, IF REOIJIREO BY THE
CITY.
:J5. IJNLESS A GRADING PERMIT FOR THIS PROJECT IS /S$//£0 WITHIN ONE (I/
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS /MY BE REO/JIREO
TO BE RES/IBM/ TTED FOR PLANCHECI<. PLANCHECI< FEES Will BE REOIJIREO FOR
ANY S/JCH RECHECK.
:J6. THE SOILS REPORT TITLED PRFL /Ml NARY GEO TECHNICAL INVESTIGATION FOR
TH£ P80PQSED CARLSBAD OAKS EAST. CARLSBAD. CALIFORNIA OATEO J/JNE 15,
/990, PREPAREO BY 'MJODWARO-CLYOE CONSULTANTS, AND GEOTECHNICAL UPDATE
TITLED CARLSBAD OAKS NQRTH B/JSINESS PARK; CT 97-13, CARLSBAD. CALIFORNIA,
GEOTECHNICAL 1/POATE DATED DECEMBER 28, /999, AND REV/SEO JAN/JARY 4,
2()()0, PREPARED BY GEOCON, INCORPORATED SHALL BE CONSIDERED AS PARTS
OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOINENOATIONS AND SPECIFICATIONS IN SA/0 SOILS REPORT.
ENGINEERS NOT£S
PHOJ£CT LOCATION
THE CAUFORN/A COORD/NA TE INOEX OF THIS PROJECT IS N Jiij E iJ21.
SOUHC£ OF TOPOGRAPHY
TVPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY A£1//AL
T'Ol'OGRAPHIC SI/RVEY BY SAN LO AERIAL SURVEYS ON MARCH 1-1, 1995.
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCI/RACY
STANDARDS.
{ft;AL 0£SCH!PllON:
A POR710N OF LOT ~• OF RANCHO AGUA HEDIONOA, IN THE CITY OF
CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CAI/FORNIA, ACCORDING
TO MAP THEREOF NO. 823, RIED IN THE OFFICE OF THE COUNTY
RECOROER OF SAN DlrGO COIJNTY, NOVEMBER 16, 1896.
BASIS OF 8£AHINGS
THE OASIS OF BEARINGS FOR THIS SURVEY IS THE CAI/FORNIA COORDINATE
SYSIEN NAOOJ, ZONE 6, 8AS£[) UPON THE GRID BEARING emtfEN PT. NO.
78 ANO PT. NO. 71 AS IJESCRIBEO IN RECORD OF 51/RVEY NO. 17271,
lE. N26'28'20"E
BMP NOT£
All EIAIP's FOR THIS PRo.ECT ARE TO BE MAINTAINED BY THE !JEVEl.OPER
ANO/OR FVTIJRE OWNERS WITH THE EXCEPTION OF THE CURB INLET
INSERTS IMTHIN FAR AO A Y A VEN/IE ANO EL F/IER TE STREET, llfl/CH ARE TO
BE MAINTAINEJJ BY THE CITY OF CARLSBAD.
MITIGATION I VON/TOH/NG NOTE
SEE 0IIG. No. ,f.16-9A FOR JllllGA 710N ANO UON/TORING NOTES.
BUENA SANITATION OISTRICT
SEE SIIEET NO. 2 FOR /5S0 NOTES
CITY Of OCEANSIDE
.. YI
p -
! CITY Of VISTA --~~ OF
~<i)
SITE
PACIFIC
OCEAN
CITY OF AN MARCOS
SOILS £NGINE£H~ C£HTIFICAT£
l 7'/1~.< J{ ( AA/L PA.t'? , A RECISTEIIED CMi
ENGINEER OF THE STATE OF CAI/FOHN/A, PRINCIPAi.LY DOING 8/JSINESS IN
TH£ flEJ.O OF N'Pl/£D SOILS l,fECHANJCS, HEREBY CERTIFY TH4 T A SAIIPUNG
ANO SllJf}Y OF THE SOIL CONl)/l/ONS PREVALENT WITHIN l/HS SITE WAS
IIA/JE BY UE OR /JNOE/1 MY {)JRECTION BETWEEN THE OATES OF
SE PT 14 , 2004 ANO $!:PT: 2,2. , 2..QQ!J-.
TWO COPIES OF THE SOILS REPORT COMl'llED fROl,f THIS ST1JDY, WITH
MY RECOMAIENDATI0NS. HAS BEEN SUIJM!TTED TO THE OFflCE OF THE CITY
ENGINEER. ,1 /'/ /}
S/GNElJ: '\ , ! t;:;,-:z,,,, ~ YUi ~ ~ JI , / -
G.E. NO.: !(~ 3'
DATE-I~ /M,'--'+"'/,?-'+-f/ ______ _
~/~~laiz: UCENSE EXPIRATION DATE·
O£ClAHATION OF HESPONS/BL£ CHANG£
I HER£BY DECLARE THAT I AJI THE ENGINEER OF twJHK FOR THIS
PHO.ECT, THAT I HA VE EXERCIS£[) RESPONSIBLE CHARGE 0J,ER THE
D£S/Q'I OF THE PRo.ECT AS OERNEO IN SEC710N 670.J OF THE BfJSINESS
ANO PROFESSIONS CODE, ANO THAT THE OES/GN IS CONSIS!fflT WTH
CI/RRENT STANOAROS.
11/NOERSTANO THAT THE CHECK OF PROECT £/RAWINGS ANO
SPfC/FICA llONS BY THE CITY Of CARLSBAD OOES NOT RELIEVE UE..
AS fNGIN£ER OF ~ OF l,IY RESPONSIBIU71ES FOR PRO.CCT DESIGN.
O'OA Y CONSIJLTANTS, INC.
2710 LOKER A VENUE /CST, STE 100
CARLSBAD, CAl/RJI/N/A g2008-7J17
(160) 931-7700
~ --~ DAlr.-/,i"lh
TMIOTHY 0. CARROLL. .Ir.
R. C.E. NO. 55J81 EXP. 12/31/(H
OWNEH~ C£HTIFICAT£
IIO.lle38 DIP. 12/31/
~~ CIV\\.
OF C,.LI
I (WE) HEREBY CERTIFY TH4T A REGISTERED SOU.S ENGINEER OR
CEOt.OGIST HAS BEEN OR WILi BE RETAINEO TO SIJPERVISE OVER-ALL
CRAOING ACTMTY ANO ADVISE ON THE COMPACTION ANO STABILl!Y OF
THISS/TE~~-~ /o/1tt(oc/-NAAIE,% TITLE, DATE
OWN£H
CARlSBAO OAKS NORTH PAR1NERS, LP.
P. Q BOX 80036
SAN DIEGO, CALIFORNIA !J2/J8
{619) 223-166J
CIVIL £NGIN££H/lANO SURVEYOR; •
O'OA Y CONSIJI. TANTS, INC.
2710 LOKER A VENUE /CST, SllllE 100
CARLSBAD, CA. 92008
(760) 931-7700
~CAL NOT£ G£OT£CHM
WOHK TO 8£ DON£
THE GRAOING WORI< SHA11 CONSIST OF THE CONSTRUCTION OF A/.l Cl/TS ANO RLLS.
REJIEOIA/. GRAlJINC, DRAINAGE rAC/l.lllES. EROSION CONTROi FACH.IT/£S, ANO
PLANTING OF PERJIANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS.
AS-8/JH.T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REOUIRED ON THIS SU
OF PtANS ANO THE CITY STANOAROS, SPEC/flCATIONS, RECJI.IIRENENTS. RESOLIITIONS ANO
ORDINANCES CITED ON THESE PiANS.
TH£ GRAOING WORK SHALL . BE P£RFORUEl) IN ACCORDANCE WITH THE FDI.LOWING OOC/JMENTS,
C/JRRENT AT THE TIU£ OF CONSTRUCTION, AS {)JRECTED BY THE CllY ENCINEER.
1. CARLSBA!J UVN/CIPA/. CODE.
2. CITY OF CAR1.SBAO STANOAROS.
.l THIS SET OF PLANS.
,f.. RESl}Ll/TION NOs. 52# -5252 DATED Al/GI/ST 21, 2002.
5. THE STANOARO SPECIF!CATIONS HJR PI/BL!C WORKS CONSlR/JCTION (GREEN BOOK).
6. SOILS RfPORTS AND na:oMMENDATIONS BY WQO!JWARO -Cl Wf CONSIIUANTS 0/llED JUNE 15, 1990.
7. SOILS REPORTS ANO RECOMUENOATIDNS BY GEOCQN. INCORPORATED DATED DECEMBER 2~ /gg9_
8. THE SAN 0/EGO REGIONAL STANOARO ORAWINCS ANO AS Ab!Y BE A/00/Fl[[) BY THE CITY OF CARLSBAO STANDARDS.
I. fNVIRONMENTAL Al'l'ROVAL OOC/JMENTS OAlEIJ AIJC/JST 21, 2002 RES. NO. 52#.
10. STORA/WATER POLI/ff/ON CONTROL PIAN {SWPPP) PREPARED BY o2l4r CONS/JLTANlS
OAlEIJ OCTOBER 2004, WOIO NO. 9 37C.JJ0416, REC'D OCTOBER 14, 2004.
11. Ct'llFORN/4 STORUWATER ()IJAIJTY ASSOC/Al/ON {Q4SQ4) STORI.IWATER BEST IIANAGEUENT PRACTICES,
CONSTRUCTION HANOBOOK; ANO THE STATE OF CAUFORNJA OEPARlllENT OF lRANSPORlA710N CONSl1/IICTION
SITE BEST IIANAGEUENT PRACTICES {BAIP} UAN/JA/..
./ff[[£; OUANTITIES ARE FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES At4Y VARY.
STD. DWGS. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHERWISE.
L£G£NO
D£SCR/PT/ON
SIJBOMS/ON 80/JNDARY .
STD. DWG.
LOT 1../NES ••••..•.••••.••..•••••.•••.•.
EXISTING CONTOUR. . . . . . . . . . . . . . . . . . . . . . . . .
PfrOPOSfl) CONTOUR. . . . • . . . . . . . • . . . . • . . . • . .
OAYUGHT UNE. . • . . . • . . . • . . . . . . . . . . . . . . . . .
C/JT / RLl LINE. . . . . . . . . . . . . . . . . . . . . . . . . .
EXISTING SPOT ELEVATION. . . • . . . . . . . . . . . . . . . . . .
£X/SllNG flOWUNE ElEVAllON. . . . . . . . . . . . . . . . . . . .
EXISTING SLOPES. . . . . . . . . . . . . . . . . . . . . . . . . .
CUT OR RLL SI.OPE LINES. . . . . . . . . . . . . . . . . . . . .
Fl.OWUNE ELEVATION. . . . . . . . . . . . . . . • . . . . . . . . .
flNISH[]) S/JRFACE SPOT llEVATIONS. • •.••..•...•...
FlNJSHED GRADE $POT ELEVATIONS. . . . . . . . . . . . . . . . . .
BROW DITCH. . • . . . • . . . . . . . . . .l)-75• TYPE 11'. ..
CONCRETE CHANNfl. . • . . . . . . . • . . .l)-70. . • . . . • • •
CONCRETE CI/T-OIT WALL. . • . . . • . . . .0-72. . . • . • • • •
RIP-RAP. . . . . . . . . . . . . . . . . . .I)-~~ . . . . . . . .
liETAIMNG WAI.L {SEPARATE PERJJ/T REQ'o). ...•........
18' H.O.P.£. STORM DRAIN {HANCDR Hl-0 DR EQUIV.). . .0-60.
CAIIYVN Sl/8-0RA!N ..•••.•.•...............
PEOESTRJAN TRA/1/ACCESS ROAD (4 • Ac;/,f. •AB). . . • . . . • . .
REUOVAL OF EXIST CONC. 0/TCH. . • . . . • . . . - - . . • . . .
SYAIBOL
-------
• fe > .. IO,Q
-FG ~~
-.....,, ____ ___
==::sii:==
OIVIRONI.IENTAL FDIC/NC. . . . . . . . . . .DETAIL, SHT. 2. . . . -EF--EF--
PIPE GATE. . . . . . . . . . . . . . . . . .D£TAII., SHT. 2. • • . -
SAW CUT AC. . ..............•...........
REUOVE AC .....................•••••••.
REUOVE HCP .•.......•..................
REMOVE c.a ....•.......•........•...•..
REUOVE H.W. .....•.......•..............
REIIOVE PCC CH'iNN£l. . . . . . . . . . . . . . . . . . . . . . . .
REUOVE FENCE. . . . . . . . . . . . . . . . . . .
• IIOIJlf7E[) Br CITY OF CARLSBAD STANDARDS
O/<oA4.J DESIGNED BY: A.a,
DRAWN BY: T.G.
PROJECT MGR.· T D.C.
QUANTITY
2.JOO lF
600 LF
1 EA
50 CY
J70SF
20 lF
800 lF {APPROX}
5,600 SF
960 SF
970 SF
2 EA
60 lF
2fJIJ SF
2JO lF
1 EA
3 EA
650 lF
220 lF
DATE: APRIL 2003
SCALE: ~ SHOWN
JOB NO.· 96-1005 I. REVISION OF THESE PLANS /MY BE REOIIIREO IF THE PROPOSED GRADING AND
IIIPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADL /NE DATE OF THE
IAPROVEM£NT AGREEMENT.
PRIOR TO ISS
GEOTECHI/ICAL
EIIGIIIEERIIIG
THAT REVIEW.
UAIICE OF A GRADIIIG PERMIT FOR THIS PROJECT, All UPDATED C O N S U L T A'NT S
2. THE EXISTENCE ANO LOCATION OF /JTIL/TY STRUCTURES ANO FACILITIES SHOWN
ON THE CONSTR/JCTION PLANS lfE'RE OBTAINED BY A SEARCH OF THE AVAILABLE
RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER
UTILITY FACILITIES OR STR/JCTIIRES NOT SHOWN OR IN A LOCATION DIFFERENT
FROM THAT SHOHW ON THE PLANS. THE CONTRACTOR IS REQ/JIREO TO TAKE 0/JE
PRECAI/TIONARY MEAS/IRES TO PROTECT THE 1/TIL I TIES SHOWN ON THE PLANS AND
ANY OTHER .EXISTING FACILITIES OR STR/JCT/JRES NOT SHOWN.
3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
(ABOVEGROUND ANO 1/Nl}ERriROUNO/ WITHIN THE PROJECT SITE S/JFFICIENTL Y
AHEAD OF THE CONSTRI/CT/ON TO PERM/ T THE REVISIONS OF THE CONSTRIICT/ON
PLANS IF IT IS FO/JND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH
THE PROPOSED KORI<.
EAHTHWOHK OUANTIT/£S
CUT.· __ _,_,lg,,_,oooc=..eC.,_Y
fli.: 1-19, /JOO CY
IMPORT: 0 CY
R£JlfJJIAL: 85.000 CY
NOTES: 1. THESE OUAN7111ES ARE FOR BONO/NG PURPOSES ONLY.
ANO ASSUME NO SHRINKAGE. CONTRACTOR TO 16i'/FY TO
HIS SA 11SFAC710N
2. CONTRACTOR SHALL SUBMIT ANO RECEIVE APPROVAL FROM CITY
FOR HAUL ROUTES PRIOR TO HAUUNG 0/RT OR COIVSTRIICTION
MATERIALS TO OR FROM THE SITE .
.l SHORTAGE OBTA/N£0 FROM ON-SITE {PHASE 1)
CITY or ENCINITAS
VICINITY MAP
NO SCAl.£
BENCHMARK:
DESCRIPTIO~: 2' Al./JUINl/M DISC STAUPEO CPS CONTROi.
LOCATION:
PT. 2002
N SIDEWALK NORTH SIDE OF PALOliAR
AIRPORT ROAD, JDO FEET /CST OF
IIE/.ROSE OR/VE
RECORD FROM: R.as. Na 17271 {Pr. NO. 11)
ELEVATION: ,f.#.00 U.S.l. DATUM: NGVIJ 1!129
REPORT SHALL BE REVIEWED BY THE CITY OF CARLSBAD'S
DEPT. CHANGES TO THESE PLAIIS MAY BE REQUIRED BASED ON 2710 Loker AW1nu11 Wa&l Civil Engineering ENGINEER or WORK: Suite 1 DC Planning
-
I BUcNA SANITI/TION OISTR!CT
AP!'RO'l!ll . C, .l.-;, ~'?" /() -2., .. ,,4
SENIOR EIVGINEER R.C.E. Ell'. DAlE
liAlE
QQl2.ni07 --re I,\ AS-BV/l.TS
DATE INITIAL
ENGINEER or WORK REVISION DESCRIPTION
1:\961005\9505E~C' dwg Oct 15, 2004 12:54p-
X-efs: 9605EG; 960:-·,1;:;, 960~!'.t..
I
.
Cc:irlsbod, California 92008 Processhg ~~ DATE:'s?i~ 760-5131-7700 Surveying
Fox: 760-931-BBBC
www.0dcyc0ns1,llants.COIT' TIMOTHY 0. CARROLL, JR. IICE: 55381
PLANNING DEPARTMENT APPROVAL "AS BUil T"
!Mu' ="'. th;--~Cd D!TE: ti/ z./ Df ?bd~ b,-•~'7·-.~ .. ,. -
)0
IIICIIAEL I BOIMJI.Q!, PL&NNlllG DIRICTOK TIMOn-lY O. CARROLL, JR.
RCE 55381 EXP. fZ/31/08 DATE ~(,;;;) a· D!TE: II/ o1./ or./
.
IJ;E~/d /¼· IJ,i,ie #¥,!f n q ~;,,j"_. IICOmNDED BY: fA,# _. • .,,
(PRINT _/ TOR 6ATE
1 sH;r I CITY OF CARLSBAD 1sH7s1 ENGINEERING DEPARTMENT
(JRADIN(; ANO DiOSION CONTROL PL.ANS FOH:
CARLSBAD OAKS NORTH
El FUENTE STH££T
CT 97--:!'
APPROVED -r I~ -,?~ ·..,._'.L LLOYD B. HUBBS/.i>b,/et
PE 23889 ~uP: 1~-05 CITY ENGINEER "'DATE
OWN BY: PROJECT NO. DRAWING NO. ,
DATE INITIAL DAT£ INITIAL CHKD BY: r,.vP
OTHER APPROVAL CITY APPROVAL RVWD BY: t:,_y,l_ C.T. 97-1.J -115-9D
)
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I / .
)
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t,
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~ C
""" ....
I
-..l ,.._.
(Jl
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NOT£!!
l
I
1,
!
(
\
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I
I
I
)
\ \
\ I
180' INOIJSTRIAL HINGES
ELECTRONIC OA TA fll£S ARE FOR HEFERENCE
ONLY ANO ARE NOT TO 8£ USED FOR
HORIZONTAL OR VfRllCAL SlHi'J.£Y CONTROL
. \
\ ,;: '',,_,·--2,"0 / \ /
SHEET INDEX
SH££T NO.
' 2 J-5
6
7
DESCRIPTION
T1Tl£ SHEET 4' NOTES
KEY A/AP 4' TYP/C4L S£C770NS
CRAl)ING PLANS
EROSION CONTIIOL NOTES
EROSION CONTIIOL PLAN
{G41.VAN!ZEO OR G4LVANIZED 4' PA/NTEO G4TE}
15' CLFAR OPEN/NC
l
X 2..12.f I , __ ,-
li£Fl.£CTORS
BOTH S/O£S J' SCH£0/JLE #J PIPE FRAAIE,
WEl/)£0
NOTES:
6 5/8 SCH£0/JL£ #J POSTS
CONC 84CKFILL POSTS
1) ACENCY WILL PROV/OE ANO INSTALL CHAIN ANO LOCK
2) G4TE POSTS TO BE 84CKRLlEO WITH COMCR£TE
ACCESS CONTROL GATE
NO SCALE
ofESS/
.., --,,. "' .., ~ NO. 55381 !;J C O N S U L T ,.rr,:rT S * EXP. 12/31 /.. *
~,-... c,v,1. Pc.~~
·• OF O.\.l~(l
2710 Lot::er Avenue West
Suite 100
Qgrllilbod, California 92008
160-931-7700
rox: 760-931-6680
www.odayconsultants.com
Civil Engineering
Plgnninr.
Proceasing
Surveying
' \
) \
KEY MAP
SCALE: t• = 2()()'
6' A.l: B£R!,I
15'
12·
~• A.l: O~R
-1• Cl.ASS ff A.8. {MIN.}
SECTION ~-A'
PEDTRAIL/ACCESS ROAD
NOT TO SCALE
SEE SHEET No. J
X ,f{lj'_{;
DESIGNED BY: _,_,H.,,,R~. __
DRAWN BY: T.G,. C.G.
PROJECT MGR.· T.0.C.
DATE: APRIL 2003
SCALE: AS SHOWN
JOB NO.· 96-1005
"AS BUil T"
~Cu 77MOTl(Y O. CARROLL. JR,
t------------------1 P.E. 55381 EXP. 12(31/0r,
ENGINEER OF WORK:
TIMOTHY 0. CARROLL, JR. RCE: 553B1
DATE
DATE
\ ' '
i
! ' /
400'
X ,jJ_-'i_
BUENA SANITATION DISTRICT NOT£S
f. RIGHT-OF-WAY PERUIT FROII 8/JENA SANITATlON 0/Sll/lCT R£Q/JIR£0
PRIOR TO ANY WORK Hf77-IIN BSlJ RICI-IT-OF-WAY.
Z OSI) ROW PEJ?MIT CONT!NGENT ON: 1) EXEC/JTEO PART!CIPA TlON
A6R££MENT BETWEEN BS!) ANO OWNER PROVIOINC FOR DEVELOPER TO PROTECT
BSD FAIL-SAFE: PIPELINE AT OWN COST ANO TO RELOCATE BSO FORCE UAIN
MTHIN FARADAY Al.£ AT BSO COST. DEVELOPER SHALL PROV/OE FOR ALL
NECESSARY 0£0/CAl'/ONS AT NO EXPENSE TO 0/STR/CT. 2) COMPLE/£0
OESICN BY THE 0/STRICT. ANO J} DISTRICT RESERVES THE RIGHT TO IMPOSE
Al)0/7'/0NAL RESTR/Cl'/ONS ON APPROVAL OF ROW PERMIT.
J. AFTER APPROVAL FOR ROW PERMIT. PERMIT SHALL 8£ /SSVED AT A
MANDA TORY PR£CONSTR/JC770N 11££7'/NC.
,( AFTER ROW PERMIT IS /SSlJEO, TH£ CONTRACTOR SHALL N077FY TH£ BSO
ENGINEER/NC OEPARTUENT AT LEAST 48 HO/IRS IN ADVANCE OF BECINNINC
WORK AFFEC77NC £X/Sl7NC OR PROPOSED BSO FACIL/77£S. 2-1 HOUR PHONE
NUMBER {760} 639-6!13.
fO'i: OC
5' X 1.JJ lB T 'r POST
W/BURIAJ. IITNC (TYP.)
OR OTHER STAKING
AIETHOO AS APPROVE!) BY
ENC/NEER/NC INSPECTOR.
ro'i: oc
ENVIRONMENTAL FENCE
NOT TO SCALE
BENCHMARK:
DESCRIPTION: 2• ,l,l/JMINUM 0/SC STAMPED CPS CONTROL
Pl 2002
LOCATION: N S/OEWALK NORTH S10E OF PALOMAR
,f/RPOR T ROAi), JOO F££T lll'ST OF
I/El.ROS£ OR/VE
__.--ORANCE
CONSTRUCTlON
FENCE
ANCHOR( A Tf'ACH POST TYP.
~~ "-.... ,. Oi V)
84'
10· 64' /0'
5.5 J2' I J2' .
I
f
I
.1
I
-, 2x I 2x
---------------------------,,.~-·~==...J:,___-------=1=------==~--~=
P. C. C. S/0£/YALJ(
VARIES as·--1.s· ,o·
TYPE 'ti' CURB
4' GUTTER AC. PAVEMENT ANO BASE
EXIST. EL FU£RT£ STREET
NOT TO SCA/.£
J2' J2'
1•-TYPE t'
Cl/RB 4' GIJT!ER
,• A. l: PVJJl OVER 6' A.8.
{JON.} OR AS RECOMIIENOElJ
SY SOILS ENC/NEEi?
EL FUERTE STREET
NOT TO SCALE
10'
R/lf
VARIES
a5'--l.5'
-Ji/.·
t•' ., ~
':!I:'
-1• P.l:l: SIOEWALK {TYP.)
{CONllNOL/S WHERE NOTElJ)
Aj,'W;-· _________ _.,_'4,,__' ________ ___:~
I J2' J2' .
~ ~ i ~ t-L1_· +_,,10'--'-1r---~'"'s'---·--1---'-1_· "" __ _,.1L1·-·+l---'1'-·-I-7'~1~_,,_,,o_'_,j
~ i i ~ !
f.11/15• WATER AIAJN' -L---'I0"/12" SEWER JIAIN
FO/?CE MAIN
/IP TO 60" STORJI ORAIN
8' REC. WATER
SILT F£NC£ TO B£ PLACED t' BEYOND THE
/ll. 771,/A TE UJIIT OF CRAOING.
PLACE AL l£R FABRIC
IIA TERIAL ON /JPHILL
S10E OF POSTS PER
DETAIL ON SHEET 6.
TYPICAL UTILITY SECTION
NOT TO SCALE
2' x 2• IKJOO POST ENVIRONAIENTAL FENCE
r• AIIN. ,f' 11/N.
,,. 111N.
~-1,(/N.
NO TE: SI_L T FfJICE M/JST
BE INSTALLED PRIOR
TlJ VECA TA 110/V REJIOVAL
flOIY -
ENVIRONMENTAL FENCE/SILT FENCE SECTION
NO SCALE
I SH2T I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
CIWJINC PlANS FOR:
CARLSBAD OAKS NORTH
EL FU£RT£ STR££T ---s
.
I SH7TS I
CT 67-1.1
· APPROVED7J ~:~~~· LLOYD 8, HUBBS u/,.~i4"'
PE 23B8 EXP:13Hl5 CITY ENGINEER DA E
' ' ',09 /2(>11) 7 TC I.\ AS-BUILTS OWN BY: PROJECT NO. DRAWING NO. RECORD FROM: R.QS. NO. 17271 {Pl NQ 71}
ELEVATION: #4.00 11.S.l. DATUM: N!l"7J 1929
DATE INITIAL DATE INITIAL DATE INJTIA1. CHKD BY: ~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: c.r. 97-t.J ,,s-90
\
I: \961005\96o:-[C02.dwg Oct 20. 2004 7: 10,rn
~r,;,ni, 9605Al1AP; 96C5AGRC·; 9605ESTR; 9605EG; 96:•SEJTL, 9605plun, TPA-10FT: >1605FGRD: 9605EGRD; 9605EGLT; 96J5Af,
)
)
NOT£!!
ElECTRONIC OA TA fll£S ARc FOR REFERENCE
avt. Y AND ARc NOT 1() BE USED FOR
HCWIZONTAL OR VERllCAL SURVEY CONTROL -
C
o~<oA-'7
0 H s u LT A'N T s
2710 Lokll'lr Avenue West Civil Engineering
Suite 100 Planning
Carlsbod, Colifornla 92008 Proc::c:s:sln9
760-9.31-7700 Sur...e)'ln,g
Faic: 760-Q.31-8680
www.oda yconeu 1\ en t1:1. c:cm
DESIGNED BY: H.R.
DRAWN BY: T.C. C.G.
PROJECT MGR.· T.O.C.
ENGINEER or WORK: .
~~
TIMOTHY 0. CARROU. JR.
"AS BUil T" DATE: APRIL 2003
SCALE: 1· = +o' ~~ JOB NO.; 96-1005 TIMOTHY o.RROLL,JR.
P.E. 553tJf EXP IZ/3 !/OB
.
REV
l~~D/4 !7t•
DATE:t..4.~ A PA,A, , . ~~.
RCE: 55381 ~S0PECTOR
?/,e/ct
DATE
9/s!P<J
DATE
BENCHMARK:
0£SCRIPTION: 2" Al/MN/JU 0/SC STAMPED GPS CONTROi.
Pl 2002
LOCATION: II S/OEWA1.K NOR!H S/0€ OF PAJ.()l,IAR
AIRPORT 1/0A/), .JOO FEET ltEST OF
11£1ROS£ ORI~ .
RE~ORD FROM: 11.0.S. Na 11211 (Pl NO. 11)
ELEVATION: ,l,U.00 11.S.L DATUM: NG',,f} 1929
.
09/Z{)fO TC Fo\ A5 -BUILTS
DllTE INITIAL
ENGINEER or WORK REVISION DESCRIPTION
l·\961 □□~\9150:',EQ'.J3.dwg Od 15, 2)04 2:57pm
X
f
\
\ '
-C • -...
·-
DATE INITIAL DATE INITIAi.
OTHER APPROVAL CITY APPROVAL
Xrnfs:: 96:i.5>,~,t•P; 9605Estr; 95057UT_; 96JSEG; 96•J5TPOf, 9f.05TP07; 960~PL/l.N, 9605EGl<D; -OOO~EUll.; 96:i.5DUL; 9605.~CRD; 96:.SFUll; 9~05f:)R0
80' !iiiiii!~,,,~,-~:Oiiii: ;;.;,.;;,;;:; .. ;;;;. ~-
SCALE: 1 " • 40'
SEW£R NOTES
1. RENOVE £)(JST. 12" A.t:: EXCESS EfFl(J£NT LINE PER
Bt/£NA SAN/TA 710N DIST. w.a No. 5-80-1-1 fliOM
STA. 12+29 ~ -12' RT. 1() STA. 19+-ll.6-I ~
8.J.17' LT., SEE INPROVEMENT Pl.AN FOR SEWER
NEPLACEIKNT. THE REJ.IAINING 12• A.C. IIAIN
SHAll BE PROTECTED W PLACE. SEE C.O.V. 0',,,16. 3821.
2. 14" SEWER FCY?CE JIA/N PEN BIJENA SANITATION
OIST. W.a No. 5024 1() BE PROTEClED IN Pl.ACE.
l A RIGHT-OF-WAY PERl,I/T FROM THE CITY OF lofSTA
IS R£()(JfR£D PRIOR TO ANY WORK YITHIN THc
Bt/£NA SAN/TA llON DIST. EASBl£NT.
NOTE:
FOR /JIPROVE11£NT PLANS. S££ OWG. No. 415-9£
FOR SEW£R ,t SPIER Fa?CE llA/N, SE£ OWG.
No. 415-9F
I SHJT I CITY OF CARLSBAD I SH,TS I
ENGINEERING DEPARTMENT
SIMD/NG PW(S FOK:
CARLSBAD OAKS NORTH
£l FUEHT£ STREET
CT 91-1.J
APPROVEDifr 4 ., t <~ ~~:::r .:.,.t LLOYD B. HUBBS / o /,;fl"'/
PE 23889......_....., 12-~05 CITY ENGINEER TDA-
DWN BY: PROJECT NO. DRAWING ND.
CHKD BY• '3
RVWD BY: C.T. 91-IJ -115-9!)
)
)
;
HQW!
£l£CTRONIC DA TA ALES AR£ FOR REFERENCE
ai/l y ANO AR£ NOT TO BE USED RR
HORIZONTAL OR VERTICAJ. SIJRl£Y CCWlROl
I
I
I
. .,,,_,
\
c~.l,s
DESIGNED BY: H.R.
DRAWN BY: T.G., C.G.
PROJECT MGR.· T.0.C.
2710 Lak.-Awnue West • . Suite 10 Clvil En,g1neerlng
Cor ~ od. Colifomia S20D~ ;1ann Ing
ENGINEER OF WORK:
760-931-7700 rocesslng ~~ A' rox: 760-931-B6BD Surwylng
www. odcyconsultcnh.eom TIMOTHY O. C\!lROLL, JR.
. , .. , ---~-,.. -.. " •a•••
DATE: APRIL 2003 "AS BUil T"
SCALE: 1· = 40' < ~~/?. JOB NO., 96-1005 TIMOTHY o.
P.E. 5.538! EXP. lZL.31LotJ
REL~i4 ¼
DATE: 'd,,1,?& ' . ~~-.
RCE: 55361 1odsieiECTOR • ,.
-,~~
OATE
~ti' ATE
BENCHMARK:
DESCRIPTION: 2• AL/JMIN/JII DISC STAIIPEO GPS. ,,,,.,,,,,,,, PT. 2002 ""'"""'-
LOCATION: IN SIDEWAIJ( NORTH SIDE OF PALOMAR
A/HPORT Ra-W, JOO FEIT ET OF
IIElllOSE OR/VE ·
RcCORD FROIJ: R.O.S. NO. 17271 (Pl NO. 71)
ELEVATION: u, OQ ,, r,T. ,.,S.L DATUM: NCVfJ 1929
-·---
O'J/Zr•07 TC It\ AS-13Ufl TS
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
. ·"' ',, > •• ,,,,
\·\96_1s'.CCl\'l!i'.l~GC"-.<'.\'N'., CJ,t i• :ZOC4-
X•efs. 3E-05EG; 96051F:08: ~6:i;TPo7; 9~cI7~-~: Jf.Q5EGRJ; ;oo5EUTL; 96{•.J.;M,'IF; 95C5ES7< " 9605/lL L. 9605,UTL; 96J!DUTL; 96C!AJ.;RD
40'
SCALE: 1 • = 40'
"'>
• ~
~ ~ tr;
~ tr;
NOT£: = ':::.~or !:!:"MNS. SEE 0/IG No.. -115-9£ ...... o. -115-flF
80'
I
I SH;T I CITY OF CARLSBAD I SH;TS I
ENGINEERING DEPARTt.lENT
GIW)IN() PUNS FO/i:
CARLSBAD OAKS NORTH
El FIJERTE STREET
APPROVED /jl' CT 97 fJ
& <•ff-(4:;. ~ PE 2JBB9 i>:'12Wos'" LLOYD B. HUBBS /l!>ht-lc-'1 CITY ENGINEER 7 DAIT
OWN BY: CHKD BY: 'if PROJECT NO. DRAWING NO.
RVWD BY: C.T. 97-IJ ,115-91)
)
j
--------,-,----:. ---
NOT£!!
El£C7RCW/C DA 1JI RL£S ARE FOR REFERENCE
ONl Y ANO ARE NOT TO 8£ IJSEO FOR
HWZONTAL {I( VERTicAl SIJRIEt CON7ROI.
-
O/~A47
CONSULT...,-NT s
27:I0 Loker Avenue West Ci'wi En,gin_eering
Suite 100 Planning
Corlstiod, CalTfornio 92008 flrocessing
760-931-7700 Si.lrve~ng
FCIJt:: 760-931-8680
•ww.c.daycons1.1li:0nls.CQm
C -•~ ' ··--~-"-'~~'-'-''• -.;~.,.,-,,.,-,~ ... "" _, '
DESIGNED BY: H.R. DATE: tfBI~ 2003
DRAWN BY, T,G,. C.G. SCALE: 1· -1:0·
PROJECT MGR.· T.O.C. JOB NO.· 96 1005
ENGINEER OF WORK:
._.-t,.;-~~ /,/ ., DATE: ,., / ,.,_/,,V
ll~OTHY 0. CARROLL, JR. RCE: 55381
-··-, ... --. '.
"AS BUil T"
~~/
llMOTHYO. CARROLL.JR
P.E.5535( EXP. /2/31/00 , '
RE~~~ i)J r ! .. ·
iflS~ECTOR
~~
DATE
fJ.~/,.,,
• dATE
BENCHMARK:
DESCRIPTION:
LOCAllON:
2• A1/JJl1Nl/JI DISC STAMPE!) CPS cr»ITROl.
PT. 2002
#I SIOEWAlK NORTH S/0£ OF PALOIIAR
AIRPORT ROAi). JOO FEET IIEST OF
MELROSE DRfvE
REcDRD FROM: !?.O.S. NO. 11271 (Pl NO. 71)
ELEVATION: 1#.00 M.S.L DATUM: NGVD 1929
o~llo/0!3
DATE
Plvl
NOTE·
15892/
1 r
FOR IIIPROVEJIENT PLANS,
SEE D#G. No. -115-9£
TC 7.-AS ·8UILTS
INITIAL
401
SCALE: 1. & -40'
ENGINEER Of WORK REVISION DESCRIPTION
l:\!lfi'0:J5\%0CIIG0~_rlw~ llr.t 15 20(14 '../:26pr
Xrr:fr.; . -. '
DATE l~ITIAL
OTHER APPROVAL
~-s."' ---,,.,,,~
DATE
REACH
NO
I
2
.... ~
. . . .
GE CHANN.
lW= TOP WIDTH
O' TRANSITION
.· .......
-..
. .. -.. .,,..-_. 'GRADE_ .
. · .... ' ...
CHANNEL TRANSmON
REACH 1 ro REACH 2
NO SCALE
10' TRANSITIQ<I
..... ·-.... . .. . . ~ . --
Gl?AOE
.. ·· .
~>~::· .:.
' . . . . i .;.
· ..... _ . .. ' ....
. . •.
1.2·
· -• Gl?AOE_ -
..... · .... _ .....
I
•
•
..
CHANNEL TRANSITION
REACH 2 ro REACH J
NO SCALE
3G" ,. -H"IIIN. ,.
I /4 BAR
• ·-.
• • , ..
-· •·
•
/4 BAR o 24• ac ;
I
•
Cllr st.
•• .--. ~ .-·-· 41 .. --,.~. _ __.. BROWOl!CH PER
S/JRSIJ l}-75
RR? .9•
TYPE 'O'
-..·. . . '... ·... . '
$PL.ASH WALL
NO SCALE
I SSET I CITY OF CARLSBAD I SH,TS I
ENGINEERING DEPARTMENT
GIWJINC PLANS FOli;
CARLSBAD OAKS NOHTH
El FUERTE STREET
CT g7 1.1
~VED.ir • •
PE 2~~;~;
-LLOYD B. "UBBS , .. ~/-, I/
CITY ENGINEER • D E
INITIAL DWN BY: PROJECT NO.
CHKD BY:
DRAWING NO.
CITY •PPROVAL RVWD BY: ~~ C.T. 97-fJ 415-90
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EROSION CONTROL NOTES
I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT FRAN RICHMOND AT (619) 318-8505.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE
STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID
CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT.
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL £ROS/ON CONTROL DEVICES TO WORKING ORDER
TO THE SATISFACTION OF TH£ CITY £NG/NEER AFTER EACH RUN-OFF PRODUCING
RA I lvFALL.
5. TH£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A
HAZARDOUS CONDITION.
T. ALL £ROS/ON CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL
SE INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK/NG 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 140¾/. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
10. ALL GRAVEL BAGS SHALL SE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE
II . SHOULD GERMINATION OF HYDROS££DED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED SLOPES /90¾ COVERAGE/ PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF
THE EROSION AND SEDIME:NT 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. HYDRDSEEDING SHALL BE APPLIED TO,
I. ALL SLOPES THAT ARE GRADED 6,1 (HORIZONTAL to VERTICAL/ OR STEEPER
Ill-JEN TH£ Y ARE ,
a. THREE FE£T 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 FO~LOW/NG CONDITIONS
EX/ ST,
o. NOT SCHEDULED FOR l!APROVEM£NTS(CON5TRUCTION 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.f>/EDIATE TR£ATM£NT.
B. HYDROS££DEO AREAS SHALL 8£ IRRIGATED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA,
I . ALL SLOPES THAT ARE GRADED 6, I OR ST££PER AND THAT ARL
o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRR.IGATED BY HAND
WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CDNV£NTIONAL SYSTEM
OF LOW PRECIPITATION 5PRINKL£R HEADS PROVIDING 100¾ 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 6,1 SHALL BE IRRIGATED AS APPROVED BY THE CITY
ENGINEER, PRIOR TO HYDROSEED/NG. TH£ DEVELOPER SHALL SUBMIT A
PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE
PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS
OF THE ELEMENTS OF TH£ PROPOSED SYSTEM.
3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE
OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
C. HYDRDSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING,
D.
£.
/. 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£ SCHOOL CIA CALIFORNICA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFDL/A
e. .3 I b s. l'l:R ACR£ ()F AL \'SSUM ICA/?1'£T OF SNOW}
f. 112 lb. PER ACRE OF DIMORPHOLECA
g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON
LOCATIONS WHERE THE AREA BEING HYOROSEEDED IS NOT VISIBLE FROM
EITHER A PUBLIC STREET OR RESIDENT/AL STRUCTURES.
h. ITEM o OF THIS SUBSECTION MUST BE.INOCULATED WITH A NITROGEN
FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR
BROADCAST/NG BEFORE HYDROSEEDING.
I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN
UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD
AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, DR PRINTED ON
SAID CONTAINERS.
/. NDN-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO TH£ 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 SLOP£ BY MECHANICALLY PUNCHING NO LESS THAN 50¾ OF
THE STRAW INTO THE SO IL .
3. FERTILIZER CONSISTING OF AM'10NIUM PHOSPHATE SULFATE, 16-20-0, WITH
15¾ SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACRE.
AREAS TO BE HYORDSEEDED SHALL BE PREPARED PR/OR TO HYDROSEEDlNG BY,
I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF,
a. TRACK WALKING SLOPES STEEPER THAN 6,1
b. HARROW/NG AREAS 6,1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a DR 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 DF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FDR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE.HYDROSEEDING IS
THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS
RELEASED.
EX/STING GROUND
l
30 'MIN
T
IJO'MIN.
PRQflLE
• MINUS ROCK
STEEL SHAK
PLATES/l?UMBLE
RACKS
Pl?OVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC R/GHT-OF-
WAY
PUBL/ C II I GHT-
Of"-WAY
PUBL C RI HT-OF-WAY
FENCE/BARRIER TO
RESTRICT TRAFFIC TO
TH£ CONSTRUCTION
ENTRANCE
STABIIJZED CONSTRUCTION ENTRANCE
PER CALIF. STORMWATER BMP DWG TC-1
4" VERTICAL FACE
EMB.P,DING DETAIL
ANGLE Fll?ST STAKE TOWARD
PREVIOUSLY LAID BALE ---
FLOW---WIRE OR NYLON
BOUND BALES
PLACED ON THE
CONTOUR
2 l?E-BARS,STEEL PICKETS.OR
2"X 2" STAKES I 1/2' TO
2' IN GROUND
ANCHORING (){TAIL
• DRAINAGE AREA LESS THAN I ACRE
STRAW BALE DIKE
I. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM}
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC 10
THE WI RE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN /10 CM)
4. BACKFILL AND COMPACT TH£
EXCAVATED SOil.
SILT FENCE
FILL SLOPE
9 IN (23 CM/
*
MIH.
2 FT
(0.6 Ml
EARTHEN RIDGE
UNIJNED SWALE & BERM
0
~ TOP OF SLOPE
I' 11/N. 6
[OP OF SL
C/Jf/B LIN£
t1UTTE!I L IN£
FILT£H FABRIC
OV£fl WIRE
FILTER FABRIC/GRAVEL BAGS @ CURB INLET
----
DROP INLET
WITH GRATE CCM"ACTED SOIL
TO PREVENT PIPING
RUNOFF WA TEii
=WITH SEDIMENT
STAKED
STRAW BAL£
FILTERED
.£AT£R
STRAW BALES
STAKED WI TH TWO
STAKES PER BALE
--
--
fl.OW
--
HAY BALE SILT BARRIER
GRAVEL BAGS OVERLAP ONTO CURB
-----------
RUNOFF
GAP BETWEEN BAGS
ACTS AS SPILLWAY
3 FT /0.9 I.I/ MIN.
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVfRLAPPED
GRAVEL BAGS
C
C
C
C I :i
C
24'
LOG CHECK DAM
A
POINTS A SHOULD BE HIGHER THAN POINTS
HAY BALE CHECK DAM
6 IN 11/l CM/
24 IN /61 CM/
j
1
IN (61 CM/
I
L,D/STANCE SUCH THAT POINTS
A AND BARE OF EQUAL ELEVATION
GRAVEL CHECK DAM
6"16" ANCHOR TRENCH
GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL CONTACE.
2. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT
WITH THE SOIL. DD NOT STRfTCH.
3. INSTALL P£11 MANUFACTURER'S RECCJAI.IEIIDATIDNS.
EROSION CONTROL MATS
I,EnEND
DESCRIPTION QUANTITY S}'MBOL
STAIIU IZED CONSTRUCTION ENTRANCE 2 EA.
STRAW BALE DIKE
SILT FENCE
UNLINED SWALE & BERM
D-75 LINED SWALE
BLOCK-SCREEN-GRAVEL SILT BASIN
HAY BALE SILT BARRIER
L!lllTS OF CLEARING & GRADING
GRAVEL BAGS
PUNCHED STRAW
LOG CHECK DAM:
HAY BALE CHECK DAM:
GRAVEL CHECK DAM
RIPRAP
HYDROSEED
EROSION CONTROL KATS
FILTER FABRIC/GRAVEL BAG
INLET PROTECTION
CONSULTA'NTS
2710 Loker .Awmue West
Suite 100
Carlsbad, CcliforniJJ 9:2008
760-931-7700
Fax: ?60--931-8680
www.odoyconsultants.com
Ch1il Engineering
Pl(lnnlng
Pn~ceuin,i
Surw}'n,g
,,800 LF -0>----<0>---<00---
,,500 EA.
22,000 SF
154,000 SF
BEA.
~/ ~! ~I ~I
+ co::arrxxx:o:n
-►•I ...
~
DESIGN£0 av: ~A.=B. __ DATE: APRIL 2003
DRAWN BY: T.G. SCALE: ___ _
PROJECT MGR.· TO C. JOB NO., 96-1005
[HGlNEER OF WORK:
Tlt.tOTHY 0. CARROLL, JR. !ICE: 55381
"AS BUil T"
~Cf
EXP. U/31
CIV\
OF CAI.I~
TIMOTHY O. CARROLL.JR/.
RCE 55,a:lf EXP. 12/.31 08 DATE
+----ti SH6EET I CITY OF CARLSBAD I SHE,ETS I
ENGINEERING DEPARTMENT l----+---+---------------ll----+----+--t----1:==:::::....::===========:::....::==~ CIIOSION CONTROl PLANS FOR:
CARLSBAD OAKS NORTH
£l fU£RTE STREET er tJ1-1J
APPROVED 171"
1-----"1----+-----------------1---+--+---1---1 :{ ~~ ~~ c~~~E~G~~~~~ 'o/tA~{e~
O92q'0 TC AS -8/Jll TS
DATE INITIAL
ENOINCER Of WORK
·\361)05\9CO~:C6dw~ Oct 15, 20C4 2:.l.9r,Tl
Xreis: 96C~G. 9605t.l,
REVISION DESCRIPTION
DAT[ INITIAL
OTHER APPROVAL
CMTE INITIAL
CITY APPROVAL
DWN BY: __ _
CHKD BY: GvP
RVWD BY:
PROJECT NO. DRAWING NO.
C.T. 97-IJ -115-90
I • !
c-s.
--..l
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NOT£!!
El.ECTRON!C DA TA FlJ.£S ARE FOR R£Fm£NC£
(1-IL r ANO ARE NOT TD 8£ USED FON
HORIZONTAL ON VERTlCAL St/H'.£'/ CONTROi.
OfESS
,_ ,,, -.:; ifi ... ,., °' NO. 55381 !ID' * DIP. 11/11/04 * ~~ /VII. ~..,_ or a.1..,~
CONSULTAl'NTS
2710 Lake• Avenue West
Suite 100
Ccriab:i.d. CgJiforniQ 92006
760-931-7700
rax: 780-931-8680
www.odcycor sLilton ts. com
Cl\111 Engtneer-lng
Planning
ProceHini;i
Suneylng
DESIGNED BY: ..,H-".R"'·--
DRAWN BY: LG., C.G.
PROJECT MGR.; T.O.C.
ENGINEER or WORK:
TIMOTlff 0. CARROLL, JR.
DATE: APRL 2003
SCALE: >§ SHOWN
JOB ND.; 96-1005
RCE: 55381
TIMOTHY o.
P.E. S5381
ED BY:
"AS BUILT"
~R EXP. 12(31/08
A~I IJ
DATE
4/4/41
DATE
BENCHMARK:
DESCRIPTION: 2• ALW!NIAI DISC SWIPED CPS CONlROI. pr. 2002
LOCAilON: IN SIOfWALK NORTH SI!)£ OF PALONAR
AJHP0/1 T ROA.?, JOO FEET /EST OF
IIElROSE OR/VE .
RECORD FROM: R.O.S. NO. 17211 {PT. NO. 11)
ELEV~.TIO~: ~-00 11.!il DATUM: NGi'O 1929
09/20/07 TC I.\ AS-8/Jll TS
OAT[ ltrHTIAL DATE INTTlA.l OATE
ENCIH~f':R OF' W'ORK REVISION DESCRIPTION OTHER APPROVAL CITY
l:\861005\96:J5EGCI.:J11<g Oct 1~-. 20J4 2 3J-pm
x,-.,r~ !H505EG; 96D5EGfn, 960C,~u!I, 96G~7JTL: 9C05AGRJ; 9605A.W1,P; 9605~S""", 9605FGRD, 9(05PLAN, 9005TP:J4, 9ij05TP07 960~1PUE!
o· .J.5' 100· w 50'
~t'lfl:I 1'' '>
200'
·. SCALE: 1· = 100'
I SH;T I CITY OF CARI.SHAD I SH;TS I ENGINEERING DEPARTt.lENT
£JIOSION CQNTROl. PUNS FOil:
CARLSBAD OAKS NOHTH
£L FUENTE STREET er 01-1.1
2ROVEDdr S _..~ ~~tz LLOYD B. HUBBS ID/2t•f.e f
PE 23889~ ;--1H ~ CITY ENGINEER 7 DA'i"E
DWN BY:
INITIAL PROJECT NO. DRAWING NO.
CHKD BY: ,;ve C.T. 97-IJ -115-90 APPROVAL. RVWD BY: G'tl
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¢ -.
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