HomeMy WebLinkAboutDWG 401-9J; CT 98-14; THOMPSON/TABATA PHASE 2; 01-08GRADING NOTES
(IN ADDITION TO TH£ REQUIREMENTS OF CHAPTER 11.06 OF TH£
CARLSBAD MUNICIPAL COD£.)
1. THIS PLAN SUPERSEDl:S ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SFT OF PLANS.
2 APPROVAL OF TlliS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF. TIIE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON .AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SH/1LL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED.
3. Ci1Y APPROVAL OF PL.ANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS
D!SCOVERED DUR!NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITffD TO THE CITY ENGINEER FOR APPROVAL
4. A RIGilT-01 -WAY PERMIT FROM THE CITY ENGINEER ~LL BE REQUiREO FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTlrtCA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF C.ARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR FACH OCCURRENCE OF UAB!UTY. THE INSURANCE
COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A" AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. .
5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGflT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CiTY ENGINEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS WILL BE MADE TO THESE PLANS WITflOUT 111[ WRITTEN APPROVAL
OF THE CITY ENGINEER. NOTED WlTHIN THE REVISION BLOCK, ON THE
APPRDPRIA TE SHEET OF THE PLANS AND THE TiTLE SHEET.
9. ORIGINAL DRA'MNGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THE ORIGINAL DRAWING SrlALL BE REVISED TO REFLECT AS BUILT CONDITIONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK 8Y THE
CITY.
11 ACCESS FOR FIRE AND OTHtR EMERGENCY VEHICLES SHALL BE MAINTAINED TO
THI: PROJECI SIIE AT ALL llMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABORA IORY WORK SHEETS A.ND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS.
13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINC!PALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE rtLL AREAS SHALL 8[ CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILi BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. LPRECONSTRUCJION _MEETING SHALL ... 8E Hl,Ll.L ... AL THE SIIE.J'RLP.R_JQ .. lliE
RCGiNNING OF WORK AND SHA! I RF ATTENDED BY Al I RFPRFSFNTA TIVFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPl:.RVISION, IESTING ANO ALL
OTHER ASPECTS QE THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH THE PERMIT CLERK ( L.38--1161 ext.4.l2J ) AT Ll:.AST FIVE(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAIL/1BLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
THE PROJECT INSPECTOR .~T THE MEETING.
15. Al I INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WII I BE
MAOE __ _ax_ __ _GAf-LING.__lliE £N.GINEEfilN.G_.24ccHOUR__JNSPRIION_ __ REilllfSI_ llNE.__AT_
{760) 438-3891. INSPECTION RCOUEST MUST Bt RECEiVED PRIOR TO 2: 00 P.M.
ON THE DAY_BEFORE THE INSPECTION IS NEEDED. INSPECTIONS 'MLL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTIIERWISE. REQUESTS MADE AFTER
2: 00 P.M. Will BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
16. THE OWNER .~ND/OR APPLICANT THROUGH THl DEVlLOPlR AND/OR CON IRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICF:S, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE .~ND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REGULATIONS.
17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI !TING
A DETAIL PLAfJ TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADI::
OF WORKER PROTECTION FROM THE HAZARD OF CAI/ING GROUND DURING THE
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
[HEREIN. THIS PLAN MUST BE PREPARED roR ALL TRENCHES FIVE FE[T (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE Pl AN VARl(S FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALl.. BE PREPARED BY A
REGISTERFD ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERM!! MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCA VA 110N.
18 NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTA.INED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS.
19. !F ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVE.RED WITHIN ANY WORK AREA.
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE
PERMITlEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS W!LL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRiTTFN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON TH[ SITE OR ADJACENT THERETO. INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION Of TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT .AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EA.RTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVA,ILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHAU. BE SUBMITTED BY THE CONTRACTOR TO THE
Cl !Y ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF
WORK.
22. IMPORT MATERIAL SHALL 0[ OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, I>. SITE APPROVED BY TrlE CITY ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR O.AMAGE OCCURRING ALONG THE HAUL
ROUTES OR ADJACENT STREETS _AS A RESULT OF TrlE GRADING OPERATION.
23. BRUSH SHAU. RE REMOVFO ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE REMOVED UNLESS SPECli'ICALL y NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN IHI:. PONDING Of
WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO DITCHtS SHAil HAVF A
MINIMUM ONE PERCENT SLOPE.
?5. TH[SF PLANS ARE SUB,IECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR A.S DIRECTED BY Tl IE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED 10 A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL SIONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITF APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSFEDFD
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS A.S REQU!RED
BY THE CITY OF CARLSB.AD LANDSCAPE MANUAL, AND/OR AS DIRECIED BY fHE
CITY ENGINEER OR PLANNING DIRECTOR. THE LANDSCAPE PLA.N NO. 401-9M
APPROVED ON 04-13--0"-SHALL BE USED ON THIS PROJECT.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THFSE GRADING PLA.NS WITH THAT SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FCR THIS
WORK IN ACCORDANCE WITH TiiE LANDSCAPE MANUAL TIME REQUIREMENTS.
.30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVATE STORM DRA.IN PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S 4 TYPE "c" AND PIPE MEETS ASTM ST.~NDARD 3034 FOR
SOR 35 SOLID WAI_L PIPE.
.31 WHE.RI:. AN EXIS llNG PIPE LINI:. IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WlTHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WiTH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED wrni CONCRETE OR REMOVED AS APPROVED DY
THE CITY ENGINEER.
THOMPSON/T ABA TA
CT 98-14-2
THE BAY COLLECTION
WORK TO BE DONE
fHE GRADING WORK SHALL CON SIS I OF THE CONSTRUCTION OF ALL CUTS AND FILLS,
REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANTING OF PERMANEN I LANDSCAPING AND PREPARA110N OF AS· BUILT GRADING PLANS,
AS-BUil T GEOLOGIC MAPS AND REPORTS, .~LL AS SHOWN OR REQUIRED ON THIS SET
OF PLANS AND THE C!TY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLANS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
,32. THE CONTRACTOR SHAU VERIFY THE LOCATION OF All EXISTING FACILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIEN fl Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF !T IS
FOUND THAT fHE ACTUAL LOCATIONS ARE IN CONFLICT ~TH THE PROPOSED
WORK.
CHESAPEAKE BAY --
-
---PHASE 2 PRECISE GRADING/CONSTR. PHASE 1
CHESAPEAKE BAY: LOTS 36-39&41-54
PLEASANT BAY: LOTS 16-34
DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
ENGINEER.
1.
2.
CARLSBAD MUNICIPAL CODE
CITY OF CARLSBAD STANDARDS
THIS SET DF PLANS 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. -.,.---
UNDERGROUND SERVICE ALERT
SDG&E
PACIFIC BELL
ADELPIJ!A CABLE COMMUNICATIONS
CITY OF CARLSBAO(STREE rs & STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTR•CT (WATER,SEWER,RW)
34. PERMIT COMPLIANCE REQUIREMENTS:
1-800-422-4133
1-877-789-9866
1-800-892-0123 !760l438-7741
760 438-2980
760 438-2722
A. FOR CONTROLLED GRADING THE APPLICANT HIRES A CIV!L ENGINEER,
SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROL THE WORK IN PROGRESS f11.06.170(B)l
CARLSBAD MUNICIPAL CODE.
B. PRIOR ro FINAL APPROVAL OF P. GRA.OING PERMIT THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR [11.06.190(B)l CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING
AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE
LETTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PLAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO
THE EXPANSIVE OUAUTY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONt IN ACCORDANCE WITH THF REQUIREMENTS ANO
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY
35. UNLESS A GRADING PERMIT FOR THIS PRO,IECT IS ISSUED 'MTHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PIANS MAY BE REQUIRED
TO BE RESUBMiTTED FOR PLANCHECK. PLANCHECK FEES ~LL BE. RE.QUIRl:D FOR
ANY SUCH RECHECK.
36. THE SOILS REPORTS TITLED GEOTEGl1NICAL IM:STIGATION + 51X'f'l.fMcNTAL EXPLORATORY TliENCffiC.,
PREPARED BY GfOCON ~FORAmJ, DATED 5fJ'TEMllER 2. l'i'lB + MARCH lG. 2001
SHALL BE CONSIDERED AS A PAR f Of IHIS GRADING l'LAN.
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
53
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'4
\~
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PLEASANT BA Y....i' ....--,
LOTS 16-35
35 34 33
16 17 18
------
I r '
\
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RECOMMEND A llONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. INDEX MAP KEY MAP LEGEND
"DECLARATION OF RESPONSIBLE CHARGE"
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I
HAVE EXERCiSED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, 1\ND THAT THE DESIGN IS
CON S'S TENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
SCALE: I "=200' I?..£---LOT NUMBER
TRACT BOUNDARY
SHEET BOUNDARY
SHEET NUMBER
25 -----
[I]
F!RM: ~6f CON5ll TNG ./. .-.-: ' BY: '/~ /,./4 ;l, REFERENCE DRAWINGS: EARTHWORK QUANTITIES SHEET INDEX
ADDRESS: 5050 AVOOA _fKCINA$. Sl!Tf 2GO TIMO lttY M. THfil
Cl TY, ST A TE: CARLSBAD. CA '12008-43!¼
TELEPHONE: 7G0-47G-9!93
R.C.E. NO.: .0283
REGISTRATION EXPIRATION DATE: JUNE 30. 200G
SOILS ENGINEER'S CERTIFICATE
I, MICHAEL E. EMlllCK , A REGISTERED CIVIL ENGINEER OF THE STATE
OF C.~UFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THiS
SITE WAS fAADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES
OF 5EFTEl11lER 2. 1'¥16 AND MARCH 1~.2001 TWO COPIES OF THE SOILS
REf'ORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY E _ ~-rfc<·< SIGNED: a·~ ~ijfa1i
DATE: G-1~-O'"\
P.E. NO.:
UC[NSF FXPIRA TION DA Tf:
OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A REGISTERtD SOILS FNGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RE IAINED JO SUPERVISI:: OVER ALL
GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF
THIS SITE.
NAMl -··-------·----------···--··-··--~~'~;f-Tf-_ •~'-<f,___
LEGAL DESCRIPTION
DRAWING N0.401-9C
DRAWING N0.401-9D
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
PttOTOGWt!ETlilC METHODS EROM INFORMATION GATHERED ON
1'i'l7 BY ASAN-LO AE!slAL ~fY INCOO'ORATED
TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAi MAP
ACCURACY STANDARDS.
PROJECT LOCATION
IMPORT: -----~O_cy
EXPORT:_
• NOTE: GRADING QUANTITIES SHOWN AR£ FOR PERMIT
PURPOSES ONLY. AND ARE: NOT TO 8£ USE:D
FOR FINAL PAY QUANTITIES
BENCH MARK
DESCRIPTION
TITLE SHEET /INDEX MAP
LEGEND, SECllONS, & DETAILS
PRECISE GRADING PLANS
THIS PROJFCT IS LOC~.TED WITHIN ASSESSORS PARCEL NUMBER(S)
214-G30-0! TO 214-<,;30-ZOCLOTS lG-35) + 214-G31-01 TO 214-G31-l'KLOTS %-54l.
THE CALIFORNIA COORDINATE INDEX OF ThlS PROJECT IS:
DESCRIP IION: _--e5=-4ce5·,c.'-l°"C""ALccTc-,RA~N.,.,,5~1li:""NCtt=MA=~K-----~
LOCATION: __ -"cN,,,'W"=LY=5,,,lle--EW,,,ALc.sK=1~0~· f'"l,.cY~O,,_f=Wl,,c--,Y .,,.SIDE-Of"=IJRl)G~=f~
AfllJTMfNT AT THE 1-5 CIW5SING Of POINSETTIA
N _342.QQO__ _ _ _ ___ E _JJiJJ.,000 __ _ ________ . RECORDED: --~1~'195"-cc---------~--
ELEVATION: 103.7G DATUM: _!1SL _
NOTICE TO CONTRACTOR:
ALL UNDERGROUND UTILITIES OR STRUCIURES Rl:.POR IED 8Y THE OWNER OR OfHERS, AND THOSl SHOWN ON !HE RECORDS
EXAMINED ARE INDICATED 111TH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS
OR PROCEEDING WITH IMPROVEMENTS PURSUANT rnrnno, AGREES TO ASSUME LIABILITY AND ro HOLD UNDERSIGNED HARMLESS
FOR ANY DAMAGES RESULTING FROM THE EXIS!ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE
UNDERSIGNED, NOT INDICATED ON THE PUBUC RECORDS EXAMINED, LOCATED AT V/1RIANCE \\1Th THOSE REPORTED OR SHOWN
ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIFS
OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL □[ THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SiRUCTURES CONCERNED BEJORE SIARTING WORK.
THE EXISTENCE AND LOCMION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BESl OF OUR KNOWLEDGE IHERE ARE NO EXISTING UTIUIIES EXCEPT AS SHOWN ON THESE
PL1\NS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE U1lLIT1ES SHOWN AND ANY 011-lER
LJNES OR STRUCTURES NOT SHOWN ON THESE PLANS.
ENGINEER OF WORK
I
I
BEING A SUBDIVISION OF PORTIONS OF IHE SOUTHEf\ST QUARTER CF
SECTION 21 ANO THE NORTHEAST QUARTER SECTION 28, TOWNSHIP , 2
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIO:AN, ACCORDING TO THE
OFFIC!AL PLAT THEREOF ON FILE IN THE DISIRICf LAND OFFICE. BEING IHE
"REMAINDER PARCEL" AS SHOWN ON THE MAP OF "CITY OF CARLSBAD
TRACT NO. CT 98-14--01" AS SHOWN ON MAP N0.14682 FILED SEPTEMBER
19, 2003 IN THE OFFICE CF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, CALIFORNIA.
A.LL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR
OPERATIONS SO THAT AU. FMPLOYffS ARE PROV!DED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTR.ACTORS AND
SUBCONTRACTORS SHALL COMPLY 111TH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR,
AND \'/1TH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". ~IA4"1:z:?'eiec t'P//&faf
I
LOTS 16 THROUGH 54 INCLUSIVE OF CITY OF CARLSBAD TRACT NO. CT THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WM FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH TrlE
"OCCUPATIONAL SAFETY AND HEALTH R~GULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALltORNIA
DEPARTh!ENT OF INDUSTRIAL RELA!lONS "CONSTRUCTION SAFETY ORDrns".
TIMOTHY M. THIELE, R.C.E. C60283 DATE
EXP. 06/30/06
-
3.
4.
5.
RESOLUTION NO. ----"'-50"'7""0:...· -"TH-"-R""O""U"'GH:...: -"5"'0-'-78"--------------
DA TED 12/05/01
THE STANDA.RD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEfl
BOOK).
6. SOILS REPORT ANO RECOMMENDATIONS BY __ G_'E_O_C_ON_IN_c_·. ____ _
DA TED SEMPTEMBER 2 1998 & MARCH 16 2001
7. THE SAN DIEGO REG!ONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CALWORNIA COASTAL COMMISSIGN OEVELOPMEN I PERMlf CONDITIONS
DA TED 12/05/01
9. i:NVIRONMENTAL APPROVAL DOCUM[NTS DATED 12/05/01
10. STOHMWAIH< POLLUIION PREVENTION PLAN DAIED --"6:;../,o_24-'-'/""0"'2~--
11. THESE PLANS ARE GOVERNED BY:
A WATER QUALITY MANAGEMFNT PLAN, DATED: 11/1 2/03, REV. 02/10/04
SWPPP: WDID 9-37S318793, DATED: 02/10/2004.
\
CITY OF OCEANSIDE
HIGHWAY ?13
PACIFIC
OCEAN
NOT TO SCALE
CITY OF VISTA
SHEET NUMBER
1
CITY OF ENCINJTAS
VICINITY MAP
SAN DIEGO COUNTY 2
J-8 THOMAS GUIDE
PAGE 1127-85
SEWER BACKFLOW PREVENTORS
ARE REQUIRED FOR LOTS:
16-20, 23, 29, 31-34, 38, 39, 44, 45, 49
PREPARED FOR
STANDARD PACIFIC HOMES
5750 FLEET STREET, SUITE #200
CARLSBAD, CA 92008
(760) 602-6800 / FAX {760) 602-6819
11 AS BUILT" PkANNING DEPARTMENT APPROVAL
~~NED) DArn,G//7 /otf ~-Z-k~ ~/~07 III~tl J. HOLZ.IIILLE~,,;:~rR Rc,~n25i"3' EXP.~¥4 DATE ~ £4CNED) DATE: to; /1/ o4-1--R_E_V_IE-_w_E_D_B_Y_, ------------1
RECOMMENDED BY:~ L. '¥--\ i:>~ vi a, c_.AA -j
(PRINT NAIIE) It)lPECT□R 5/3/07
DATE
98 14· 02, IN THE CITY CF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA, ACCORDING TO MAP !HEREOF N0.14T13, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 7004.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
C.ALIFORNIA COORDINATF SYSTEM -1983 ZONE VI, 1991.35
CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
/\.PPLY CONTINUOUSLY .AND NOT BE iJMITFD TO NORMAL WORKING HOURS, AND THA.T THE CONTR1\CTOR SHALL DEFEND, INDEMNIFY AND
HOLD !HE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Wllll THE
PERFORMANCE OF WORK ON llilS PROJECT, EXCEPIING FOR UABILlfY ARISING FROM lHE SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINffR.
~-----------------i---+---+----+----II SH1EET I CITY OF CARLSBAD I SHEETS I ' ENGINEERING DEPARTMENT 8 ::=='._.':=:=========-==~
EPOCH, NORTH AMERICAN DA TUM OF 1983 (NA.08.3). !HE
8FARING BETWEEN STATION HPGN CA1107 AND STATION
CLSB-047 AS SAID COORDINATES ARE PUBLISHED IN THE
CITY OF CARLBAD SURVEY CONTROL NETWORK ESTABLISHED
flY RECORD OF SURVEY NO. 17271, FILED IN THE OFFICE
OF THE SAN DIEGO COUNTY RECORDER ON FEBRUAFY 8,
2002 BEING NORTH 44·1 o• 43" EAST.
POINT NO. NAME
157
047
HPGN CA. 11-07
CLSB-047
CCS 83 (1991.35), ZONE 6
NORTHING EASTING
1992291. 232 6247272. 614
1985922.532 6241083.953
THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND RBF
CONSULTING DOES NOT GUARANTEE THE ACCURACY OF IHE ESTIMATED QUANTtnES. TrlE CONTRACTOR SHALL PERfORM 111S
OWN QUANTITY TAKEOFF BEFORE SUBMITTING A 810 FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY ThESE PLANS.
CONSULTING
PLANNING ■ DESIGN ■ CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
THOMPSONITABATA, CT 98-14
PHASE 2
APPROVED BY: LLOYD B. HUBBS (!'r
c"1@.;y ... _i;;i~'~Ni""~~--~'([_PJ:_~~ ... ~IE!~Q,g~if<'lxc...P_IR_E_S_: 1-2-,/3_1_/,...;0-5 tV{;:4¥
-'f/4.S/07 1Y'._l&,._~=8!:..-'l,/J.'/__._L1'"--=S.:-,._cH,£.:_-'E'::._:1"l:...,~:-:__:,t,c.,;B=----+----+--!----+----I ;:;:D==WN===s==y=, ==-==-==-~~:::;-;::==P=R=OJ=E=c=T=N:'.::O=. ::::'.=:::;-;:::D=R=A=Wl=N=G=N=:O_
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: ---CT-98-14 401-9J
)
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PE= 243.8
-HP-----♦: f-----1 A_--1
32 EL£. :
'v : @i
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TYPICAL LOT
NOT TO SCALE
ELEV. MUST BE
EQUAL TO PAD --\
ELEV. OR HIGHER :,; \ ~
i J' MIN I \\;,-=:::::--,-:::=-i~~'"~F..;cfL=EV~._\o_,__
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AS REQUIRED
•·. 1/(At!f,
. • "' FL SWALE
6" MIN. CLfARANCE ·"J \
FROM MUDS/LL TO DIR~
SECTION "A-A''
N.T.S.
TYPICAL LOT DRAINAGE
NOT TO SCALE
10.5' VARIES i-~~-+-----~18=' MIN. .
R/W
CURB OULET PER SDRSD D-27
4' ROUND GRATE AND RISER
(NDS 13 OR APPROV£D £QUAL)'~ ,__ ____ . -----1~0._5' ____ -J
-1 l' I FINISH
5'
SIDEWALK
0.51
GARAGE
-----·---::-::::-=.
GRA~~-' -I
I . -V 6' CURB FAG£
=~=~:~l::;1-=. :rrr..J.,..,.1_T'" _1:~;;e:~~~~~~~~~~========l~'
4' PVC SD -3' PVC c_..-j
4' TO 3' REDUCER --
TYPICAL LOCATION
0 TYPICAL CURB OUTLET DETAIL
NOT TO SCALE
ALL GRADED PADS TO 8£ COVERED
/ WITH STABILIZED FIBER MA TRIX (SFM)
. .
. .
• •
• •
GRAVEL BAGS PER 401-9D
\ CU,RB & GUTTERJ '
GRAVEL BAGS PER 401-90
-----------C-------
TYPICAL LOT EROSION CONTROL
NOTES:
1. ALL FITTING BY: NOS, INC. (OR EQUAL).
851 N. HARVARD AVE .
LINDSAY, CA 93247
2. REFER TO PLANS FOR FINISH ELEVATIONS.
3. DO NOT GLU£ GRATE OR R/S£R TO PIPE.
4. GLUE: i.P.S. WELD ON" # 773 SOLVENT (MEDIUM BOD/£D FAST SET)
FOR PIPES THRU 4" ¢
SINGLE ROW OF SANDBAGS
-2 BAGS HIGH
AROUND PERIMETER OF GRATE
FINISH NDS # 13 GREEN 4" ROUND STRUCTURAL FOAM
GRADE\ TG r POLYETHYLENE GRA1E WITH UC INHIBITOR.
NOT TO SCAIE
~ AREA DRAIN
\
SYMBOL DESCRIPTION
-----R/GHro,· wAY LINE
---------LOT LINE
lll!ii: -liili • RETAINING WALL PER DWG. 40/-9U
·---y--·--1--· 2:1 ------
(SEPARATE PUW AND P£RMIT)
TOP OF SLOPE
TOE OF SLOPE
----PERMIT/TRACT BOUNDARY LINE
,,--·:---., lWJ WAT[R SERVICE LINE PER 401-9C
® SEWER SERVICE LINE PER 401-9C
0
--4" PVC SD (SCI/. 40 OR SOR 35)
4" GRATE INLET W/ SANDBAG
PER DETAIL (f)oN SHEET 2
CURB OUTLET PER so,qso D-2 7
1 r CONCRETE DRIVEWAY PER 401 · 9C
1 A ....,__ PLAN TYP[
32 ;>--LOT NUMBER
FF= 24J.0
PE= 242.3
FINISHED FLOOR
PAD ELEVATION
LEGEND
QUANTITY ABBREV. DESCRIPTION
EX, EXISTING
FF FINISHED FLOOR
FG FINISHED GRADE
rL f'LOW LINE
FS FINISHED SURFACE
CB GRADE BREAK
CF GARAGE FLOO.R
/iP II/GIi POINT
!NV INVERT
MAX. MAXIMUM
MIN. MINIMUM
PE PAD fL£VA TION
re /OP or CURB
8523 LF TF TOP OF FOOTING
TC TOP OF GRAT£
209 EA.
58 FA.
8.00!J SF.
1% MIN.(TYP.) \ PER PLAN 1% MIN.(TYP.)
SLOPETO_DRAlf!. I SLOPE TO DRAIN
,....
c
~~~ ---£!-~~ 11m11fi§fil-coMPACT£D SOIL
,I I lmlMmL'._ ~~m,_11;:-4" PVC DRAIN RISER PIPE
--TT!= I :I rfi~ -----(L£NGTH AS REQUIR£D)
/NV. PER PLAN
OR APPROVED EQUAL
-1 / 4 BEND DRAIN ELBOW
l--+-\----4 • PVC DRAIN PIPE
0.5% MIN.
.J( -Jodooo ~ --;,-,,c,_ ;r-w,_ ;r-\c,\;r-,c,,.
\_ CRUSHED AND COMPACTED STON£
NDS ROUND GRATE WITH ELBOW
NOTTO SCALE
_____ ) 4x4 TEE
l:---fr--4 • PVC DRAIN PIP£
0.5% MIN. \) .. ---·::: ... V
CRUSH£D AND COMPACTED STONE
NDS ROUND GRATE WITH TEE
NOTTO SCALE
PREPARED FOR
STANDARD PACIFIC HOMES
5750 FLEET STREET, SUITE (1200
CARLSBAD. CA 92008
(760) 602-6800 / FAX (760) 602-6819
11 AS BUILT"
G) NDS N0.13 4 11 ROUND GRATE INLET
_ --2 ;-~-z-%c ·r -¢.kz ...
RCE@Zt3 EXP 111/~4 DAT£
NOT TO SCALE
• • •
CONSULTING
PLANNING ■ DESIGN ■ CONSTRUCTION
5050 AVENIDA ENCINAS. SUITE 260
CARLSBAD. CALIFORNIA 92008
760A76.9193 • FAX 760.476.9198 • www.RBF.com
RC':J!;;.1,/ED BY•
(?1e,..v\....L-.
I SPECTOR
S/3/o"J
DATE
I SH2EET I CITY OF CARLSBAD I SHEETS I l-----1---t------------------11-----t---t---t---J ENGINEERING DEPARTMENT _______ 8
1-----,--+-----------------,,----,---i-----.----i
1-----,--+-----------------,---,---t----t---i PRECISE GRADING AND EROSION CONTROL PLANS FOR,
DATE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
THOMPSONIT ABA TA, CT 98-14
PHASE 2
APPROVED BY: LLOYD B. HUBBS tflr a.a rr-rx: ,d .,...v-~ ~lr1Je,11
CITY ENGINEEfiE 23~ES: 12 31 05 DA TE
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FF= 248.3 247.3 TG 245.3 /NV I
PE= 247.6 246.1 /NV ;...._ ••I\ FF= 243.0 I
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(i) CONSTRUCT CONCRE7E DRIVEWAY PER SOILS [NG/NEER'S RECOMMENDATION &: PER DETAJL ON SHEET 2.
@ CONSTRUCT CURB OUTLET PER SDRSD D-27.
NOTE:
1. HARDSCAPE FEATURES SHOWN ON PLAN ARF FOR REFER[NC[ ONLY.
SEE ARC/-1/TECTS PLANS FOR EXACT LOCATIONS.
2. All DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S-0.005.
ENGINEER OF WORK
~?'de(?-THY~THIELE, R.C.E. io~PtTE
EXP. 06/30/06
P.'?f PLANNING ■ DESIGN ■ CONSTRUCTION
CONSULTING
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
DATE INITIAL
ENGINEER OF WORK
DATE !NIT!AL
REVISION DESCRIPTION OTHER APPROVAL
I
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ENGINEERING DEPARTMENT
:s: 0 .,1::1. -0 00 .....
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
THOMPSONIT ABA TA, CT 98-14
I
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::;;_ c..
PHASE 2
APPROVED BY: LLOYD 8. HUBBS&Y-
~#p~,;/at ~;IRES: 12/31 /05
"/!.-7/.12_'/__
DATE
DWN BY: PROJECT NO. DRAWING NO. DATE !NlTIAL CHKD BY:
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LONICERA STREET 20' 10' O' 20' - -- -
40'
CONSULTING
PLANNING ■ DESIGN ■ CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
GRAPHIC SCALE: I'= 20'
0)
0
CONSTRUCTION NOTES
CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S RfCOMMENOATION & Pf/? DETAIi. ON SHEET 2.
CONSTRUCT CURB OUTLET PER SDRSD 0-27.
NOTE:
1. HARDSCAPE FEATURES SHOWN ON PLAN ARE FOR REFERENCE ONLY.
SEE ARCHITECJS PLANS FOR EXACT LOCA f/ONS.
2 Ali DRAIN PIPE SHALL HA VE
A MINIMUM SI.OP[ OF 5°0.005.
11 AS BUILT"
EER OF WORK
EXP. 06/30/06
DATE INITIAL DATE INITIAL DATE INl11AL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
REVIEl,/ED BY,
SHEET
4 CITY OF CARLSBAD
ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
THOMPSONIT ABA TA,
PHASE 2
CT 98-14
APPROVED BY: LLOYD B. HUBBS !fr
/4 #,,:: ,,.,,... ,,-7 ~~ ,..,
CITY ENGINEEfiE 2358EX 31 05
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Pf= 234.8 I
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® CONSTRUCT CURB OUT!.ET PER SDRSO D-27.
LONICERA STREET NOTE:
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• • ■
CONSULTING
PLANNING ■ DESIGN ■ CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
. . , -
DATE INITIAL
ENGINEER OF WORK
ENGINEER OF WORK
~•1' ~,iii:"-:~ THY M. THIELE, R.C.E. c~~t/~E
EXP. 06/30/06
...
---
DA'fE INITIAL
REVISION DESCRIPTION OlHER APPROVAL
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OOPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
THOMPSON/TABA TA, CT 98-14
PHASE 2
APPROVED BY: LLOYD B. HUBBS DY
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DRIVE
27. @ CONSTRUCT CURB OUTLET PER SDRSD D-
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REFERENCE ONLY.
Al<:/ni "1"r
• DATE INITIAL
ENGINEER OF WORK
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ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
THOMPSONITABA TA, CT 98-14
PHASE 2
APPROVED BY: LLOYD B. HUBBS 4 r
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@ CONSTRUCT CURB OUTLET PER SDRSD D-27.
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EXP. 06/30/06
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LEAF DRIVE
10' O' 20'
GRAPHIC SCALE: 1' =20'
@ CONSTRUCT CURB OUTLET PER SDRSD 0-27.
@ COORDINATE AREA DRAIN PIPE WITH PLUMBING PLAN TO AVOID CONFLICTS
NOTE:
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SEE ARCHITECTS PLANS FOR [XACT LOCATIONS.
R[FERENCE ONL)'.
2. All DRAIN PIPE SHALL HA VE
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ENGINEER OF WORK 'ilM" ,t,t;,l.t..:--t,//t,/P'f
TIMOTHY M. THIELE, R.C.E. C60283 DATE
EXP. 06/30/06
PLANNING ■ DESIGN
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760.476.9193 • FAX 76
SBAD, CALIFORNIA 92008
CONSULTING 0.476.9198 • www.RBF.com
~ ....-r /~ M·Ev11.,",. FIi R(f,'lovr.01>€"11e-W:>l·'fC.
INITIAL DATE INITIAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OfrlER APPROVAL CITY APPROVAL
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11 AS BUIL T 11
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I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRECISE GRADING AND EROSION CONTROL PLANS FOR:
THOMPSONITABA TA, CT 98-14
PHASE 2
APPROVED BY: LLOYD B. HUBBS(ff"
,/41:r~VIV~ 4;lt,µ,'i
CITY ENGIN~ PE 235EXPIRES: 12/31 /05 DATE ""·~-·~
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