HomeMy WebLinkAboutDWG 401-9R; CT 98-14; THOMPSON/TABATA PHASE 3B; 01-09GRADING NOTES
(IN ADDITION TO TYE RFQU!RFMENTS OF CN/\PTFR 17.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. TH!S PLAN SUPERSEDES ALL OTHER PLANS PREViOUSL Y APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL Of fHIS PLAN DOES NOT LE.SSEN OR WAIVc ANY PORTION Of !HE
CARI SRA:J MUNICIPAL CODF, RESOLUTION OF CONDITIONAi APPROVAL, CITY
SIANOARDS OR OTHER ADDITIONAL DOCUMENiS LISTED HE.REON AS THEY MAY
PERTAIN TO THIS PROJECT. THF ENGINffR IN RFSPONSIRLE CHARGE SHAI L
RE VISl IHESl PLANS WHEN NON--CONFORMANCE IS DISCOVERt.O.
3. CITY APPROVAL OF PLANS DOES NOT REUEVE THE DEVELOPER OR ENCINEER-OF-
WORK fROM RESPONSIBIUTY FOR TH[ CORRECTION OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL,
4, A RIGHT-OF-WAY PERMIT FROM THE CITY ENGlNEER WILL BE REQlilRED FOR ANY
WOR~ IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, f,,
CERTlflCAfE OF INSURANCE MUSI BE flLE.0 NAMING THE CITY Of CARLSBAD AS
AN ADDITIONAi INSURED ON THF PERMITTFE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000,00 FOR EACH OCCURRENCE OF LIABILITY, THE INSURANCE
COMPANY WRITING THE POUCY MUST HAVE A RATING OF "A" .AND A SIZE
CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE, -··
5. UNLESS EXEMPTED BY SECTION 301 (b)5 OF THE UNIFORM BUILDING CODE,
RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE
PERMITS FROM THE BUliDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCE!) UNTIL ALL PERMITS HAVE BElN OBTAINED FROM
THE CITY AND OTHER APPROPRIATE AGENC!ES.
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 GEEN OBT.~INED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO RE. v"SIONS WILL BE MADE 10 THESE PLANS W1THOU f THE WRI I TEN APPROVAL
OF THf C:TY f'NGINEER, NOffD WITHIN THF REVISION BLOCK, ON TH[
APPROPRIA IE SHEU OF fHI:_ PLANS AND !HE TITLE SHEET.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING
SIGNED BY THE CITY ENGINEER,
10. THE ORIGINAL DRA\\ING SHALL Bt RE\isrn TO RffLECT AS-BUILT CONDITIONS
BY THE ENGINEER -Or· WORK PRIOR 10 f!NAL ACCEPTANCE OF THE WORK BY lHE
CITY.
11. ACCESS roR FIRE AND OTHER EMERGENCY VEH!CLES SHALL BE Mfo,INTAIN[D TO
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHEET, (B) LABOR.~ TORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF
CAUFORNIA, PRINCIPALLY DOING BUSINESS IN THE F!ELD OF APPLIED SOILS
MECHANICS. Tii[ SOILS REPORT WILL BE SUBMITTED TO THE C!TY ENGINEERING
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS
13. A SOiLS COMPACTiON REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCt. TO RECOMMENOAT!ONS OUTLINED !N THE SOILS REPORT IS REQUIRED
PRiOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SHALL BE DONE UNDER THE DiRECTION QF A PROFESSIONAL ENGINEER OF THE
STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN
ACCORD/INC[ WITH TH[ CITY or CARLSBAD STANDARD SPECIFICATIONS A.~D THE
" EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS
INVESTIGA.TION. DAILY FIELD COMPACTION R[PORTS WILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PRECONSTRUCTION MFETING SHALL BF HELD AT THE SITE PRIOR TO THE
BEGil'lNJlli,_..QL __ \l'ffiK.._Af!O __ SHALL_BE __ ATIENDED ___ fil' __ ALL_REf'RESil!IAILYES.
RESPONSIBLE FOR CCNSTRUCTION INSPECTION, SUPFRVISION TESTING AND ALI
O.THEJL ASPEGIS .. QLlliLWQRK, TrlE CONTRACTOR SHALL SCHEDULE THE MEETING-
THROUGH THF PERMIT CIFRK (760-438-1161 ext.437,i ) AT lEf,ST FIVF(5) WORKING
30, STORM DRAIN PIP[ SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
0-LOAD OF 1,350. FOR PRIVATE. STORM DRA!N PIPES, UP TO 15" PVC MAY BE
UTILIZED PROVIDED DEPTH IS LESS TH/1,N 15 FEET AND BACKFILLED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C'' AND PIPE MEETS ASTM STANDARD 3034 FOR
SOR 35 SOUD WALL PiPE.
.31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STRETT AREAS ft.ND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
Tiff Cl TY ENGINEER.
32. IHE CON !HACTOR SHALL VE.RIFY fHE LOCATION OF ALL EXISrlNG f AGILITIES
( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PRO.JECT SITF SUFFICIENTLY
AHEAD OF GRADING ro Pl::RMI T THE REVISION OF THE GRADING PLANS IF II !S
FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TriE PROPOSED
WORK.
33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
FACIUTIES AND SHALL COORDINATE THE WORK V.1TH A COMPANY REPRESENTATIVF
UNDERGROUND S[RVICF Al ERT
SOG&E
PACIFIC BELL
ADELPHIA CABLf:. COMMUNICA !IONS
CITY OF CARLSBAD(STREETS & STORM DRAIN)
CARLSBAD MUNICIPAL WATER DISTRICT (WATER,SEWER,RW)
34. PERfAIT COMPLIANCE REQUIRf:.MENTS:
1-800-422-4133
(760)480-7647
1-800-892-0123
(160)438-7741
1750<434-2980
(760;438-2722
A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND/OR GEOLOG!ST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS l11.06.170(B)l
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THF FOU.OW!NG
REPORTS MUST BE SUBMITIED TO THE CITY ENGINEER VIA !Hie
PROJECT INSPECTOR {11.06.190(8)} CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL
GRADING IS COMPLETE. A.LL 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 ENGINffR, WHICH INCLUDES
RECOMMENDED SOIL BEAR!NC CAPACITIES, A STATEMENT AS TO
THE EXPANSI\/F QUAUTY OF THE SOIL, AND SUMMARIES OF
FlELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO
INCi UDE A STATfMENT RY THE SO!LS FNGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RFCOMMFNDA TIONS OUTIINED IN THE PRFL!MINARY SOILS REPORT
AND ANY SUPPLEMEN rs THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE
CITY,
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRcD
TO BE RESURMITTFD FOR PI_ANCHECK. PLANCHECK FEES Wl!L BE REQUIRED FOR
ANY SUCH RECHECK.
36. THE SOILS REPORTS TITLED Gl'Oll'Cl1ttCAL 11VESTIGATIOH + SUl'PLEMENTAL EXfLORATORY TRfllGHING,
PREPARED BY GfOCOII tlCORPOO\lfD, DAIED SEPTEM!lER 2, 1998 + MARCtt Iii, 2001
SHALL BE CONSIOERW AS A PART OF THIS GRADING Pl.AN.
A.LL GRADING SHALL BE DONE IN ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT.
"DECLARATION OF RESPONSIBLE CHARGE"
AVIAAA PARKWAY
62
..,
\ 61
-\ 60 'P
r
\
LONICERA STREET
63 64 65 66
86 87 88
108 107 106
67
THOMPSON/T ABA TA
CT 98-14-3
THE BAY COLLECTION
PHASE 3B PRECISE GRADING
CHESAPEAKE BAY: LOTS 177-205
PLEASANT BAY: LOTS 149:176, 206-211
68 \ 69 70
HERON CIRCLE
90 91 92 93
89 96 97
79 w 204
105 104 103 102 "101 205
HERON
191 190 189 188 187 186 185 184
SAGEBRUSH ROAD 5 183
192 193 194
195 196 197 182
203
Q 181 ~ 1---199 198 202 201 200
·-CRYSTALLINE -
i 180 ,,_,. i 1----1
_,.,1,-, . .--'J!j 17il_··1
> '),,,_--"'l.;r------c.:.:::!~
16 16 169 170 171
ti 6
174 ~ 178
55 ,e
i \ 177
153 154
42 141 140 139
218
232 231 230 22 228 227 226 225 224 223 222 221 220 219
INDEX MAP KEY MAP LEGEND
WORK TO BE DONE
THE GRA.DING WORK SH.ALL CONS:ST OF THE CONSTRUCTION OF ALL CUTS AND FILLS.
REMEDIAi GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND
PLANllNG OF PERMANENT LANDSCAPING AND PREPARATION OF AS BUILT GRAD!NG PLANS,
AS-BUILT GFOLOGIC MAPS AND REPORTS, AU. AS SHOWN OR REQUIRED ON THIS sn
OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS. REQUIREMENTS, RESOLUTICNS
AND ORDINANCES CITED ON THESF PLANS.
THE GRADING WORK SHAI.L BE PERFORMED IN ACCORDANCE WITH TilE FOLLOWING
DOCUMENTS, CURRENT AT THE IIME OF CONSTRUCTION, AS DIREClEO BY [HE CITY
[NGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDA.RDS
3. THIS SET OF PL ANS
''-RESOLUTION N0. ____ ~50~7~0~TH~R~O~U~G~H~5~0~7~8 ___________ _
DATED_12/05/0l
5. THE STANDARD SPECIF!CAllONS FOR PUBLIC WORKS CONSTRUCTION (GREEN
BOOK),
6. SOILS REPORT AND RECOMMENDATIONS BY __ G_E_O_C_O_N_IN_C_. ____ _
DA TED SEPTEMBER 2 1998 & MARCH 16 2001
7, THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODiF!ED BY
THE CITY OF CARLSBAD ST.ANDARDS.
8. CALIFORNIA COASTAL COMMISSION DEVELOPMEN! PERMI i CONDlflONS
DATED 12/05/01
9. ENVIRONMENTAL APPROVAL DOCUMENTS DAIED ___ 1-2/~0_5~/_0_1 __
10. STORMWATER POLLUTION PREVENTION PLAN DATED 2/10/04; WDID 9 37S318793
11. WATER QUALITY MANAGEMENT PLAN, DATED: 11 /12/03, i<EV. 02/10/04
CITY OF OCEANSIDE
HIGHWAY 78
CITY OF VISTA
DAYS 1,RIOR :o STARIING . CONSTRUCllON. Ai"'f'ROVE_D DRAWINGS MUSl ~,E I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I
AVAILABLF_ ,PRIOR . TO SCHEDUL1NG. THE GRADING PERMI' WILL BE PROVIDED B HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED
LOT NUMBER
TRACT BOUNDARY
SHEET BOUNDARY
25 PACIFIC
OCEAN
1HE PROJl::C I 1NSPECTOR A I IHl MEE.TING. IN SECTION 6703 OF lHE BUSINESS AND PROFESS!ONS CODE, AND THAT THE DESIGN IS -----
15. Al I INSPECTION RFOIFSTS OTHER THAN FOR PRFCONSTRI/CTION MF>TING WI! 1 BF CONSISTFNT WITH CURRENT STANDARDS.
Ml>DL_J:lJ'. CAI I ING THE FNG1NFfRING 24-HOIJR INSPFCT[ON RFO\IFST I INF AT
(7&0) 438:-}891. INSPEC]lQN RH)UEST MlJST Elf~ RECEWEJ) PRIOR TO 2: 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS W!LL BE MADE
!HE NEXT WORK DAY UNLESS YOU REQUESf OfHERWISE. REQUESTS MADE AFTER
2: 00 PM. WILL BE SCHEDULED rcR TWO FULi WORK DAYS I.ATFR.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFE. TY DEVICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAf!:.TY AND HEALlH STANDARDS, LAWS AND REGULATIONS.
17. THE CONTRACTOR SHAU CONFORM TO LABOR CODE SECTION 6705 BY SUBMITilNG
A DETA.IL PLAN TO rHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPiNG OR OTHER PROVISIONS TO BE MADE
Of WORKER PROTE.CflON FROM THE HAZARD OF CAVING GROUND DURING !HE
EXCAVAT!ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPA.RED FOR ALL TRENCHES F!VE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGiNEER AND /OR CONCERNED
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CAUFORNIA ..... ADMINISTR.ATIVE _CQDEL_ THE ..... PL/\N ... SH.All __ . BE _PREPP.RED_. BY ... A
REG!STERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO
EXCAVATION,
18. NO BIP,STING SHAU BF PFRFORMED LNTIL A VAl!D Bi.ASTING PERMIT HAS REEN
OBTAINW FROM IHE. CITY Of CARLSBAO. SU8MI f APPLICATION fOR BLASTING
PERM!T Wl:.LL IN ADVANCE Of THE SCHEDULING Of BLAS !ING OPERA !IONS.
19. IF ANY ARCHAEOI OGICAI RESOURCES AR!: DISCOVERED W!THIN ANY WORK AREA
DURING CONSTRUCTION, orERA TIONS WILL CEASE IMMEDIATEL y AND THE
PERMITTtE \\>1LL NOTIFY THE CITY ENGINEER. OPERATIONS WiLL NOT RESTART
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
FNGINEER TO DO SO
20. ALL OPERATIONS CONDUCED ON ll-lE SITE OR ADJACENT THERETO, INCLUDING
WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCT!ON 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 EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTFD ON WEEKENDS OR HOLIDAYS. (A LIST or CITY
HOLIDAYS IS /sVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF W6RK, -··············-···--······················· --·················· ··-··········--···········-
22 IMPORT MAfERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR
SHALL_BE_RESPONSIBLE.FOR ANY_DEBRIS.OR DAMAGE_OCCURRING_ ALONG rHE HAUL
ROUTES OR ADJACENT STREETS AS A RESULT or THE GRADiNG OPERATION.
23. 3RUSH SHALL BE REMOVED CNL Y W!THIN TH[ AREA TO BE GRfo,DED. NO TREES ARE
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN.
24. ALL AREAS SHAU BE GRADED TO DRAIN. GRADING RFSUl.TING IN THF PONDING OF
WATER IS NOT PERMITTED. ALL EART~EN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25, THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLA.NS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY l~E PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GR~DE TO PRODUCE A UN!FORM
SURFACE /IND CROSS SECTION, THE SITE SHALL BE LEFT IN A NEAT AND
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER,
27. ALL SLOPES SHALL BE IRRIGATED, SIABILIZE.D, PLAN IED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WllEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE .~PPROVED GRADING PLANS.
28. LANDSCAPING SHALL Bt. ACCOMPLISHED ON ALL SLOPES AND PADS AS REQU!RED
BY THC CITY OF CARLSBAD LANDSCAPE MANUAL, AND/OR AS DIRECTED BY THE
CITY ENGINEER OR PLANNING DIRECTOR. THL LANDSCAPE PLAN NO. 401-9P
APPROVED ON ____ SHALL BE USED ON THIS PROJECT.
29. THE OWNER/APPLICANT SHALL !NSURE THAT ALL CONTR.ACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PLANS V.,TH TKA T SHOWN ON BOTH THE LANDSCAPE
AND IRRIGATION PLANS AND 1HE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WiTH THE LANDSCAPE MANUAL TIME REQUIREMENTS,
i UNDERSTI\ND THAT THE CHECK CF PROJECT DRAWINGS AND SPECIFlCATIONS BY THE
CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
:l~~RESS: ::::::N~NCNA$ :WE 2.0 BY Tt'ilit(~~ OAT{·Z~·~
CITY, STA TE: CARLSllAD, CA qwoa-438/c
TELEPHONE: 7fi0"47G-4Jq3
R.C.E. NO.: ~283
REGISTRATION EXPIRATION DATE: JJNf JO. 200i;
SOILS ENGINEER'S CERTIFICATE
, MICl1AEL E_ D1!IICK , A REGISTERED CIVIL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOILS MFCHA.NICS, HEREBY CERTIFY THAT A SAMPLING .AND
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS
SITF WAS MADE BY ME OR UNDER MY DIRECTION BETWEFN THE DATFS
OF SEPTEMBER 2, 1'1% AND MARCH 1G2001 . rwo COPIES OF TH[ SOILS
REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
;l:~E~EEN ~t(FFCE . OF THE CITY ENGl~~~~'i:~1:~<
DATE: I-11'-OS . ''•~: ·
P.E. NO.: _GE ;;,. 'I' ds . , ·,,.
REFERENCE DRAWINGS:
DRAWING N0.401--90
DRAWING N0.401-9G
DRAWING N0.401-9H
SOURCE OF TOPOGRAPHY
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY
f'tiOTOGRA!ttTR!G METHODS FROM INFORMATICN GATHERED ON
l'l'fl B1' ASAN--LO AERIAL SURVEY IICORPORATED
TOPOGR,sPHY SHOWN HEREON CONFORMS TO NATIONAL MAP
ACCURACY STANDARDS,
PROJECT LOCATION
THIS PROJECT iS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S)
214-'o30--01 TO 214-'o30-20QOTS 1G·-35l + 214-'o31-01 TO 214-'o31-1'1CLOTS %-54).
THE CALIFORNIA COORDINATE !NDEX OF THIS PROJECT IS,
SHEET NUMBER
EARTHWORK QUANTITIES
IMPORT: -----~O_cy
EXPORT: .. _
• NOTE: GRADING QUANTITIES SHOWN ARE FOR PERMIT
PURPOSES ONLY, AND ARE NOT TO BE USED
FOR FINAL PAY QUANTITIES
BENCH MARK
SHEET INDEX
DESCRIPTION
TITLE SHEET /INDEX MAP
LEGEND, SEC710NS, & DETAILS
PRECISE GRADING PLANS
LICENSE EXP!RAT!ON DA TE: q-~c:>-os N ;\42 000 E_..,1 GuTI,_.000,w, _______ _ RECORDED: ___ 1=-;'195~c----------,-=---
ELEVA TION: --~1"'03,,,.7'-'G'--______ DATUM: ... .tlSL .. OWNER'S CERTIFICATE
I ( WE ) HEREBY CERTIFY THAT A RE.GISTEREI) SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL B[ RETAINED TO SUPERVISE OVER-, .. LL
GRfaDING ACTI\HY ANO AD\/!SE ON THE COMPACTION ANO STABILI 1Y OF
, ~ I~ tl~ofl TIIIS SI~
JOAN WATANABE-STANDARD PACIFIC HOMES DATE
LEGAL DESCRIPTION
BEING .6-SUBDIVISION OF PORTIONS OF THE SOUTHEAST QUARTER OF
SECTION 21 AND :HE NORTHEAST QUARTER SECTION 28, TOWNSHIP 12
SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE
OFFIC!AL PLAT THEREOF m, FILE IN THE DISTRICT LAND OFFICE. BEING THE
"REMAINDER PARCEL" /1S SHOWN ON THE MAP OF "CITY OF CARLSBAD
TRACT ND, CT 98-14-01" AS SHOWN ON MAF' N0,14682 flll::D SEPTEMBER
19, 2003 IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO
COUNTY, CAUFORNI.A.
LOTS 16 THROUGH 54 INCLUSIVE OF CITY OF CARLSBAD TRACT NO. CT
98-14-02, !N THE CITY OF CARLSBAD. COUNTY OF SAN DIEGO, STATE OE
CALIFORNIA, ACCORDiNG TO MAP THEREOt N0,14773, FILED IN THE O,FICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 29, 2004.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA CCORDINA TE SYS !EM -1983 ZONE VI. 1991.35
El'OCH, NORTH AMERICAN DATUM OF 1983 (NAD83). THE
BEARING BETWEEN STAllON HPCN CA1107 AND STATION
CLSB-047 AS S,AID COORDINATES ARE PUBLISHED IN THE
CITY OF CARLBAD SURVEY CONTROL NETWORK ESTABLISHED
BY RECORD OF SURVEY NO. 1727'1, FILED IN THE OFFICE
NOTiCE TO CONTRACTOR:
ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS
EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS
OR PROCffD!NG WITH IMPROVEMENTS PURSUANT THERETO, AGRFES TO ASSUME UAB!UTY AND TO HOtD UNDERSIGNFO HARMLESS
FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE
UNDERSIGNED. NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE ~HH lHOSE REPORTED OR SHOWN
ON RECORDS FXAM!NEO. THE CONTRACTOR IS REQUIRED TO TAKF DUE PRECAUTIONARY MEASIJRFS TO PROTECT THE UTILITlfS
OR SlRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONlRACTOR'S
RESPONS181Li1Y TO NOTIFY fHE OWNERS OF THE UTILITIES OR S"fRUCTURES CONCERNED BEFORE STARIING WORK.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS Pl.AN ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS, TO THE BEST OE OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS. THE CONTRACTOR IS REQUIRED ro TAKE DUE PRECAUT!ONARY MEASURES TO PROTECT THE UllLITiES SHOWN AND ANY OTHER
UNFS OR STRUCTURES NOT SHOWN ON THl'SF PLANS.
All CONTRAClORS AND SUBCONTRACTORS PcRFORMING WORK SHOWN ON OR RELAIED TO THESE PLANS SHALL CONDUCT THEIR
OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED .. ~LL CONTRACTORS AND
SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR,
AND WITH THE STA lE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
THE CIVIL ENGINEER SHALL NOT BE RESPONSiBLE 'N ANY WAY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLJANCE WITH THE
"OCCUPATIONAL SAF[TY AND HEALTH R~GULATIONS" OF TIIE U.S, DEPART!)!ENT OF L~,BOR OR Willi THE STAT[ or CAUFORNIA
DEPARTMENT ff INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS.
CONTRACTOR FURTHER AGREES THAT HE SH,1.LL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONO!TIONS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, TfAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SH.ALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND TH[ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR A.LLEGED, IN CONNECTION WITII lllE
PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF TrlE OWNER OR THE
ENGINEER
THE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND RBF
CONSULTING DOES NOT GU.~RANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS
OWN QUANTITY TAKEOFF BEFORE SUBMITTINC A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS.
SHEET NUMBER
1
2
3-9
PROJECT
SITE
CITY OF ENCINITAS
VICINITY MAP
SAN DIEGO COUNTY
THOMAS GUIDE
PAGE 1127-85
SEWER BACKFLOW PREIIENTORS
ARE REQUIRED FOR LOTS:
149-151, 157-164, 178, 180-182, 185-188, 196-197
PREPAREJJ FOR
STANDARD PACIFIC HOMES
5750 FLEET STREET, SUITE #200
CARLSBAD, CA 920<>8
(760) 602-6800 / FAX (760) 602-6819
Pi~NNING DEPARTMEN1 APPROVAL "A.S BUil T" ~ DAW:2//bjo.S--~-µ,til« f/1;5/oz ~ $\CN@)
Pt.flts1,>1.,b I:>~!<!-' .. RcE .1P.f2z:i3-ExP.u/1.,o/L DATE ~~-om, if 1</,;1 REVIEWED BY: S\$ti
RHOMMtlilliP l!l,. __ ~LL~ .~ <7., A ' s-./ti~-' .. ,-,.~····"·~-(PKlN't NAM5) }!QSPECTOR DAT
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
TITLE SHEET /INDEX MAP
CT 98-14 • PHASE 38
THE BAY COLLECTION -(THOMPSON/T ABA T Al
. OF THE SAN DIEGO COUNTY RECORDER ON FEBRUAFY 8,
2002 BEiNG NORTH 44·10'4.3" EAST,
PLANNING 8 DESIGN II CONSTRUCTION 101 .. tb':. i.-..E 1/r. f/-11,,11,;e, l\o~~"-1,:LSv, IA"\'S 1"1\ \'1'2, \"IS' ttl/:u,,fo',
APPROVED BY: LLOYD B. HUBBS ,9Y" ~ a.,,/ lo' , J 4&,~~~ 1'~5 CITY ENGINE PE 23 ~ES: 12/31 /05 ~ POINT NO.
157
047
NAME CCS 83 (1991.35), ZONE 6
NORTHING EASTING
HPGN CA 11-07 1992291 . 2,32 624 7272. 614
CISB-047 1985922 .5:12 6241083.953 CONSULTING
5050 AVEN!DA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760-476.9193 • FAX 760.-476.9198 • www.RBF.com
1"\t.. A,,.10 "'1)1) '1,,e.'!1',, .. 1-..1.r v.lA.1..1,.---
:51/03/"5 -r-r 1\. EYISE IIODSE t,t-lEijJ. J..07"S 15'8 18'-.19!,
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
, , , ,.
'f/1./0,' I ,,-,J s l,t.,I.< !,e,,,t/ OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ", . ..--CT-98-14 401-9R OTHER APPROVAL CITY APPROVAL RVWD BY: / L\
060105
030305
,
\ '11705 E \ t /
Q
~ ,;,
'O I;;_ ~
ili a, !i1
C, ~
~ 9
g
le'
:l; --:
'l' "' ~ C (3 '" :c it --'-' I (i) 1's ---,. ~ 1S 0 --§ --0 ---C, ~ I --"'° .. 0,
g ::0 -C --::,
~ a_ --±'
/ ------
-----I-----------
-----
(-HP
£LE. X
HP / ~
ELE.
X >----T HP P ' ' LE.// l >--, ~ n I
j-I r7 I ~ X / I II I /1 n
~ I I HP
_ttp ct i:ip ✓
FF= 247.7 ELE. FF= 2#.5
' PE= 247.0 EL£. I PE= 24.J.8 EL£. i
11 @ II ·00 I I
I i -_HP ' 32 I
7 --~ t HP ~ EL£. 3 ~ --~ EL£. " I ® I @ HP I >-i EL£. ' >--I r; [ }-/
' j ...... HP. £LE.··
I j '
Ir
' I ' ' I . I I ' I ----"""'c=. ··-r·-~· ~ -===----!---==-=-··--
' l l ---
i I ! --------·-.. -i ·;r---K •·· /I I\ ,, " ' -C' T -...__,;, CURB OUTLETS JEE /Jf TAIL 2 , H1S SHEET
TYPICAL LOT
SCALE: 1 " = 20'
,3' MIN.
FF ELEV. . . . .2Z /,UN, /½,Yh:,-k -----=.,,
· ':: :?!z "4,F. \ FL SWAL[
6" MIN. CLEARANCE: . · j
FROM MUDS/LL TO DIRF-
SEC Ti ON // A-AN
N.T.S.
FF ElEV.
~<'.._ DEEPENED FOOTING
AS REQUIRED
TYPICAL LOT DRAINAGE
ff
10.5'
! I 2% = L ,---= ·~ J J
~EX. CURB
& GUTTER
4' ROUND GRATE AND RISER
(NOS 13 OR APPROVED EQUAL))
R/W
NOT TO SCALE
VARIES
18 MIN.
CURB OULEI PER SDRSD D-27
10,5'
/~ 11 5' "'"" ( -,,_ , I GRADE -\ I 0_5,
6' CURB FACE
-_ ea_ sit!_ rrr,g_~rrm-=~w..,1~!~-~-1~-~----~-~-~~-:;=ii .. ·=-=-=-=-=-=-=+":J--,,
4'~P=l-l~C-:S:;;D-:=::,r-L.-77F=~=::'.======:±={ ___ 7
3' PVC __J
4' TO 3' REDUCER
TYPICAL LOCATION
0 TYPICAL CURB OUTLET DETAIL
NOT TO SCALE
NOTES:
1, ALL FITTING BY: NDS, INC. (OR EQUAL).
851 N, HARVARD AV£.
LINDSAY, CA 93247
2. REFER TO PLANS FOR FINISH ELtVATIONS.
3. DO NOT GLUE GRATE OR RISER TO PIP£.
4. GLUE: "I.PS. wao ON" # 773 SOLVENT (MEDIUM BODIED FAST SET)
FOR PIPES THRU 4" ¢
FINISH NOS # 13 GREEN 4 • ROUND STRUCTURAL FOAM
GRADE\ TG r POLYETHYLENE GRATE WITH UC INHIBITOR.
1% MIN.(TYP.) \ PER PLAN ;' 1% MIN.(TYP.)
SLOPE TO DRAIN \ . SLOPE TO DRAIN
ffi~111;; 111 I -~4ffi11 iffll ITfflI -COMPACTED SOIL
"~jij1Jfil!J .. ~ ~~I, 4• PVC DRAIN RISER PIPE
"'-111=:J[ F-[!CIII~ ----(LENGTH AS REQUIRED)
' OR APPROVED EQUAL
--_ -1 / 4 BENO DRAIN ELBOW -+4• PVC DRAIN PIPE
'--., 0.5% MIN. 1
1NV. PER PLAN -.J.83."''7tJa I :
1/\Q._ 1/\Q._ 1/""\C?,. 1/"",I'.?:
'
\__ CRUSHED AND COMPACTED STONE
NDS ROUND GRATE WITH ELBOW
NOTTO SCALE
ALL GRADED PADS TO BE COVERED
WITH STABILIZED OBER M/l TRIX (SFM)
I • ..,-;ry-;'1'7-,ry-;ry-;-r7~..._,,,.,777,7,77,..--,-, , ..
I • ,. .
I •
! ... "' ..
I • ! ,.. ,..
I • , ..
I • , ..
!,.. ,.. ...
I • '· . I • , ..
I• •
I • I• •
I •
I• •
I •
I• •
I • I• •
I • , •• 1/,,,/
\ .
'\ .
_ __:'::_::_,g~~~~R/W'.,;,,,,:.~i:..LJ;.£..£...cL.
'--.__-GRAVEL BAGS PER 401-9D,G
\ CURB & GUTTERJ '
-GRAVEL BAGS PE,"? 401
TYPICAL LOT EROSION CONTROL
~~,
I
0.5% MIN.!
NOT TO SCALE
AREA DRAIN
I
1 fl
0.5% MIN •. V
4x4 TEE
4" PVC DRAIN PIPE
9D,G
. -CRUSHED AND COMPACTED STONE
NDS ROUND GRA. TE WITH TEE
NOTTO SCALE
SYMBOL DESCRIPTION
- ----1//GH)-OF-WAY LIN£
LOT LINE
M M -D RETAINING WAU. PER DWG. 401 90
(SEPARATE PLAN AND PERMIT)
TOP OF SLOPE
TOE OF SLOPE
- ---PFRM!T/IRACT BOUNDARY UN£
WATER SERVICE LINE PER 401-9C
SEWER SERVICE LINE PEN 401-9C
0
--4" PVC SD (SCI/. 40 OR SDR 35)
4" GRATE INLU W / SANDBAG
PER DETAIL(}) ON SHEET 2
====== CURB OUTLET PER SDRSD D-27
--1--,,r--CONCRETE DRIVEWAY PER 401-9C
1 A -+--PLAN TYPE
32 LOT NUMBER
FF= 243.0
PE= 242,J
FINISHED FLOOR
PAD ELfVA TION
SIORM DRAIN CLEANOUT
PER SDS-103
LEGEND
QUANTITY ABBREV. DESCRIPTION
8523 IF
321 EA
113 [A
8,005 SF.
48 [A,
EX. EXISTING
FF FINISHED FLOOR
FG FINISHED GRADE
FL FLOW LINE
FS FINISHED SURFACE
GB G,RADE BREAK
GF GARAGE FLOOR
HP 1/IGH POINT
/NV INVFRT
MAX. MAXIMUM
MIN. MINIMUM
PE PAD ELEVATION
TC roP OF CURB
TF TOP OF FOOTING
TG TOP OF GRAT£
PREPARED FOR
STANDARD PACIFIC HOMES
5750 FLEET STREET, SUITE #200
CARLSBAD, CA 92008
(760} 602-6800 / FAX (760) 602-6819
"AS BU IL T"
0 NDS NO.13 4" ROUND GRATE INLET RCE u6z23 EXP. u/30/4 DATE
NOT TO SCALE
PLANNING II OESlGN ■ CONSTRUCT!ON
5050 AVENIOA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 ~ FAX 760.476.9198 ,. www.RBF.oom
REVIEWED BY:
s-/+/,n
DATE'
. --+------+--------------l---+---+---+-·-------¾1 SH2EET I CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 9 ;:==:.-==========::'....'.:::===; +-----;---1 PRECISE GRADING PI.ANS FOR:
LEGEND, SECTIONS, AND DETAILS
CT 98-14 • PHASE 38
THE BAV COLLECTION • (THOMPSON/T ABA TA)
APPROVED BY: LLOYD 8. HUBBS,.9)"'
l-----+---+--------------+----+---+--........-;,----,11 .... ~""PO:'l' ..... .,,,.,,~,,:,L~~=~~-~·J,__ __ ~-~,6,1.,.
--------+----+----+---+----1 C'1TY ENGINEfRP£2::.?ii9EXPIRES: 12 .31 05 DA'rE
t---0~A=TE=--+~1N=rn=A~L+------------------f---+---t------+---f OWN BY:---~-PROJECT NO. DRAWING NO.
RE"VI SI ON D~t.SCRI p Tl ON t--D_A TE_~1N_,n_A_L +-D_A_TE~_1N_ITI_A_L... CRHV.KWDD BBYY:. ~ C 7 _no -44 "'01-nR
ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ______t&!_ ;;:JIU f ... ;:;,
030305
K .. ~
~ "' s
;
I
I@
~ ~ ~ -~ l -~ C, i;;1
a' ~ -~ ,le t,.) (i) Q> ,;:-
IS 0 .,::. -~ --0 0 -2 -i"'i I -i "'° i'i ,a " ·--/",
~ -°'
\
\
~ 243.o\tc
242.5 IN\/
245'.J
F.
CONSTRUCTION NOTES
(D CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2.
(D CONSTRUCT DRAIN PIPE OUTLET THRU CURB FACE PER SDRSD 0-27.
NOTE:
1. HAROSCAPE FEA 71JRES ARF FOR
PRECISE GRADF E!FVAT!ON ONLY.
SEE IANDSCAPE ARCHITECTS Pl.AN
FOR MATFR!AL, COLOR, ANO FINISH.
2. ALL LOT DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF 'S=0.005.
SEE SHEET 4 1----
SEE SHEET 9
----&
21iirYiiiiiiiiiiiiiil"1rY~~(Y----ie2rY~~~~4(f
GRAPHIC SCALE: 1' =20'
----·------
" ,. ,.
CONSULTING
PLANNING ■ DESIAN II CONSTRUCTION
5050AVENIOA ENCINAS, SUITE 280
CARLSBAD, CALIFORNIA 92006
760.476.9193 • FAX 760.476"9198 • www.RBF.com
DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL ITIAL
CITY APPROVAL
222.9 TG
221.5 /NV
LU
LU
Cl)
"AS BUILT"
REVIEWED BY:
<7 .-ul. ~Al'l,. t r1
lr¢F'ECTOR
PRECISE GRADING PLANS FOR:
LOTS 157-173
CT 98-14 -PHASE 38
DATE
s/tl,q
DATE
THE BAY COLLECTION -ITHOMPSON/TABATAI
APPROVED BY: LLOYD 8. HUBBSOY'
A::t:e~.J,U.,~
CITY ENG!Ni:wP~EXPIRES: 12 31 05
OWN BY: ___ PROJECT NO.
CHKD BY: B!:5 CT ns fA RVWD BY: (, -~ -,,..
DRAWING NO.
401-9R ---"' ~ .........., _____________________________ ~~~~~~~~~~~~~~~~~~-; OTiiER APPROVAL
060105
030305
'o<:,
-,'l-· /
<o JI ' I "' I I ' I I I I I 0 I ·v. I '-"· ( -------~ I I I
\
,\
I
I I
,-,--r--_-_=~1205' ___________ .,,,...--,-------------------~----
.4 TG
251.7 /NV
80.00
HP
252.8
-X -
HP
1----"-..,__.,___.1.......-1.., 252.4 TG
51.0 /NV <l-0 • 254.3 I
66.7'
:<' X n-~t+tt--+v/~-~L,~=i,. ------f-i--.J.
HP
252.6
.4 TG
~ ~
FF= 253.5
PE= 252.8
HP
252.7
I
:f I I
I I I
I I I I
I
I
'o> '(S' ,,.,
f--,/
' '
I I
1 I
I I I I
I ~o. , I -
I
16'±
' . ' ' ' ' ' ' ' ' ' i
' ' '
I
IZl
[ZJ
r
253.9 TG
253.0 /NV
GF=254.5
0. !NV.
\51.0 1
LJij
~
254.0 TG
252.9 /NV
FF= 255.0 PE= 254.3
54.3 TG
,----r,253.6 /NV
3
254.J TG
253.5 /NV
i - ----.........l
HP
254.
' 1 .o·
251.4 /NV
52.8 TG (i> 252.0 /NV 3 ~--,,......:;
' ir!'-W,.,,..,,-' ' ' : I ' I I
:S'± I
252.5 TG
249.9 !NV
.8 TG
252.1 /NV
,1,-GF=253.0 -·"'+7:-1---7-l---~•l"'--:"=-,.....,.-d ' ' ' ' ' ' ' ' ' ' . '"' :~
SEE SHEET 5
'±
l1 " ,,.,
246.5 TG
245.8 /NV
HP
246.8
HP
246.8
® 3
FF= 247.8 PE= 246.9
246.6 TG
245.9 /NV
HP
246.8
--~--.;...__ ..::·-~-s" w------·-·-·--L-.. ~ -___ w
83.ou
HP 2J9.J TG
.U.--i2;'!;39".J' 2J8.61NV
.
i 0
J ~ ~, 1 ~, co ., -
i 42.23' --238.0
2 44.8 rc --r·+--.. 24'i2-rc· 1 ---== -.
244.J /NV , 2 242.7 /NV i 42.5 TC ;--,. __ '··---·------· -
-+ ---6R¥S Tltli-~➔NE _2:2·~_1; ... \ i ····-· 2 11:.1 Ii~-I ·-·-•· 237.8-TC ·;··r ·-,·-•-.i .. -· -; :;;;~;:;· ,.-·
--------
_ .. . -_.
HP
235.0
X
\
FS
234.6 TG
23J.9 /NV -
HP
234.9
234.7 TG
234.0 /NV
235.Q.._ ",..--,_,.-::cr.-r:= -J
I-,..
LU ~
CO. /NV. Cl)
232.2
\ LU LU \
Cl)
\
___ L------__ \[ __ --+--__ 1~ --------• ---~-/ . 35Rri_--·~ ,--------=----~-i--------
-1 Ll r 1 : u ------SEE SHEET 3 -~t·-----L:_~___,_\ _ _j__J_-------
CONSTRUCTION NOTES
CONSTRUCT CONCRETE DRIVEWAY PER SOllS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2.
CONSTRUCT DRAIN PIPE OUTLET THRU CURB £ACE PER SDRSD D-27.
COORDINATE AREA DRAIN PIPE WITH PLUMBING PlAN TO AVOID CONFLICTS.
NOTE:
1. HARDSCAPE FEA TU.RES AF?E FOR
PRECISE GRADE CLCVA TION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL. COLOR, AND FINISH.
2. A!.L LOT O.RA/N PIPE SHALL HA VE
A MINIMUM SIOPF OF S-0.005.
ENGINEER OF WORK
'7~~r·r 1·21 fli TIMOT.E,:c.E. tsu:.183 D
EXP. 06/30/06
PLANNING ■ DESIGN II CONSTRUCTION
5050 AVEN1DA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBEcom
DAlE INITIAL
ENGINEER OF WORK
,G iiJ,tifD
20' 10' {)' 20' 40'
GRAPHIC SCALE: 1'=20'
-·-~·--·
DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL
"AS BU I LT"
-14~ d/5/C[J. .. -
RCE /.R_Qz:8'!;, EXP. IL/3tl/,a 'iJ DATF
REVIEWED BY:
~<M.J-,. !!./<tin.
IN~OR DATE
I SH~T I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
LOTS 200-205
CT 98-14 -PHASE 38
THE BAY COLLECTION • (THOMPSON/T ABA T Al
APPROVED BY: LLOYD B. HUBBS.fY
4 d: "" ~ ~Ill;~, .i1/",'""$' CITY ENGiN ~ -PE289 EXPIRES: 12/31 /05 -D-TE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: R.;.;r-
RVWD BY: if,\J,J CT-98-14 401-9R
[
" "" ..-;
~
"' ·-:030305
1.5 .i!j
lJii Q -~
l'i Q
§
1 -a V>
f
ii,! ::::, r
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cl (i) ~ .r:.
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8 --0 0 ;:s -"' "' I -~ "° -C ,a --
~ ~
:i:
------,.----9-0.""30-,. :i:-~. _,
HP 260.0
X
2
~,,,...----...,.--,7::-:8:-'.:. orT -
___ , ____ ---------
,+< HP
59.1 TG : : 259.5
258.4 /Ny"' "' X -
,,.,-,
+< 259.1 7i
;,, 58.4 /NV
Rl
l __ -_-_ .... _-_-_ -__ ..,_ r"""':""L"".li".'.'Q::-_.:_ --------------_ _,,_1-,-----
r ~ '
I .... f; HP :
: :\4 " ~ 257.9 IO C"4 X IC) ___...-
[ N
' ' ' ' ' '
OPT. DECK
----....
' ' ' '
76.50'
HP
256.2 255.B TG
255.1 /NV --...._ ~ X
~ ~
'--.,.,_
i , 8.
' I ' ' ' I I ' I
HP
253.6
53.4 TG
252.4 /NV
~ \!!!}
10' WIDE PUBLIC ACCESS EASEMENT
;
' ' ' HP
259.9 ~ ~
259.6 TG
258.9 /NV
\
l HP ~
259.4 \!!!!)
259.2 TG
258.5 /NV " : <'I I ~ at5•
256.1
55.9 TG
54.7 /NV FF= 256.9
Pf= 256.2 <::i 10
FF= 254.4
1 6" STE:P PE= 253.7 +-~ -"·-32.6±
' ' ' ' ', 260.0 TG
FF= 260.7
Pf= 260.0
HP
259.9
I. \ 60. TW 259.J /NV~"<--...., 2596 ~o
I~ ' 9. TF . ,,
~ I 257.6 /NV
[;~>-i>--J! -M-,t-;f~;'ng,<>~60.0 i:-.,----0)-i HP -
259.2 IN 259.9
20'
.
. ...
I
I
7.9' GF=260.2
59.6 TG
57.9 /NV
I
2 4.0 TW 1
2 9.0 {'
I
HP
259.9
259.6 TG
257.5 /NV
2 9.6 J:G
•
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3.9%
110.37'
3.4%
'±
--+---!FF= 260.2
iPE= 259.5 259.2 TG
257.5 /NV
GF=259.7
~ I _Mil FS
HP
259.4
1
259.5
FS ____ ,
259.4
FS
-
HP
259.4
8. ' ' ' ' ' ' ' '
1 FS=257 .6
i ~ ~I ~I
7.9 TG
257.1 /NV
' ------
w
\ 256.0 TC 2
\ 255.5 /NV
',=-,!-!"12f\ \
l
\
HP
57.8
~
100·
... --➔-----,-..,,,--,,,..
HP 256.2 TG a ··
: . . 256.1 255. 5 /NV
' ' ' '5'
GF-256.4
54.6 TC
254.1 /NV 2
s
2 251.9 TC I
251.4 /NV i
'
47.11' I
r
I
.B 3.8% ---_ ..,/2,'. .
' ' ' .6
264.0 TW
259.0 TF
4
(
259.8 TG
. . . / •
-2.'c"· -\
' 1
' ' ' ' ' ' ' ' ' '
256.0 TG
255.0 /NV
\
e0.0 TG257.8 /NV
l----t-25_8....,.J /NV J.JH/:...P..._.-
59.9
~~~-~ l:v ~--~,__,· ~1 ·----~t I
CO. /NV. _
256. ,--_
I '
\ GF=256,6
I TG
254.8 /NV
256.4 TG
9.7 TG
258.6 /NV
260.0 TG 3
258.2 IN~V
1CR
192
FF= 260.7
HP Pf= 260.0
259.9
59.7 TG
59.0 /NV
HP
259.9
9'
HP
259.4
L--~-
259.5
FS
I
1 259.4'·7
FS I
259.5 I
F -
GF=259.5
HP
259.4 @ !_ -1=:6 ... SJ£E.. ; :
' I
FF= 260.2
PE= 259.5
' ' I
I
' 8'
\
257.8
57.7 TG
256.5 /NV
HP
257.B
/'.".:
257.9 TG
257.2 /NV
5-7,9 -r<r __ ..----
4B 257.1@
194 257.6 TG
256.J /NV FF= 258.6
PE= 257.9
HP
257.8 8.
r
I
J 255.J /NV
2 6?'rG If..-
255.4 /NV 256.4
-If' ----__,...,, 259.6 TG
8. 259.1 TG
25a4 /NV
OPT.
OfCK I
259.1 TG
258.J /NV H': l-57.5 TG OPT, \ 257.6 TG ,r;:
, 256.7 JNV o£CK /' ~ \ 256.9 /NV 7;; -
260.0 258.9 /NV 1 -: /ff' -.; \~
/ff' :;i,1 -257.9 ~-~ ~-~8~7-mA·-~2 0 ~5 ~ l \
------:Ji°:F-===::+==;Q~'F,OtJ==::::::::=78=:.20=:'-~:::..::c.::i-:==il•.§;.8 ~• _......,-1-~
SEE SHEET 3
CONSTRUCTION NOTES
G) CONSffiUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PfR DETAfL ON SHEET 2.
CONSTRUCT DRAIN PIPE. OUTLET THRU CURB FACE PER SDRSD D-27.
COORDI TE AREA DRAIN PIPE WITH PLUMBING P TO 1
NOTE:
I. HARDSCAPE FEA TUR[S ARE FOR
PRECISE GRADE £LE VA T!ON ONLY
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR. AND FINISH
2. ALL LOT DRAIN PIPE SHALL HAVF
A MINIMUM SLOPE OF S=O. 005.
HP
256.3
..-7' ,..._
1 '±
256.0 TG ~
255.J !NV
I HP I
3.6
253.7
FS ---,
w
252.1 TC
251.6 /NV ?
52.1
FS
,.---• I
:1 ;,., ' . i~ I
' ' ' ' ' ' -,
'
' '
GF=253.5
253.5 TG
252.B /NV
---····---1 1-6· 51EP
53.2 TG
252.2 /NV {iQfil
~~
50.0 TC 2 249.5 /NV
0
gj
HP
253.3
253.2 TG
252.8 /NV
FF= 254.2
Pf= 253.5 HP
53.4 ' ' 121 ±
i \ .,L_--,r-:::::,........J
, OPT. j'
[ D£CK "-·--
: ~+f
"' ~ -.2 TG
252.5 /NV
HP .., __
-;,. 253.5
/
253.2 r
252.5 !NV
2497
249.6 TC 2 249.1 /NV
249.2
'"--.... ..,
250.6 TG~
249.9 /NV ~
---:@s
20' 10' O'
2 248.6 TC
248.1 /NV
248.1 TC
247.6 /NV
20' --GRAPHIC SCALE: 1' =2CY
40'
2 24 .5 7C,
241.0 INVI
247. T 2 246.B, INVi
• I I
l i/
i
I
I
2 2 24
.8 TC
4 3 /NV
\
\
\
\ f -
+ \
\ I ..
I I
.J TC I
8 /NV I
• (0
i
co. INV.li 246.J
--· -------
4.0%
7
247"3 TG
246.6 !NV
I
I
~ QEJ
FF= 248.0
Pf= 247.3
1247.0 TG
HP ~45.B /NV
47.2
o:i
' ' 9' f
X
247.3
I
' ' I
I
' 16.6± '
.0 TG
.0 /NV
\ 35f'±
' ' ' I
I
I
I
I
'
17.2 :-~
7.0 TG
24/j.B /NV
' 114.00' .,_ --rs,:7'"--'c, ----1
!fl·-~--245.2 TG --------:;1:' --~
"' 20.5 245.4 244.4 /NV 245.5
2.0% ,.... w
• ---_,
' ' 45. TG
244.1 /NV
J4.3'± -~ ii ~ ~,,
, -V:: ~ :t f!i 45.4 TG!
~-~11---~18~,~±c.-t,---~
I
' ' '
-~-==ll~J:L7iJ--~~2:f44ti.6t]StNyiv_,
' '
21.9' -,
245.4 TG
44.7 /NV
FF= 246.1
PE= 245.4
l
HP :
2ix.6 J
' ' ' ' ' ' ' I I
I
' I
I
HP 245.2 TG HP _.,/fil! _/._ 242-:..4:..1:..N.:-;V,+;:i-it,'"'--'2::..45:.::·:;:..5
' ' ' ' !--_ __.,,
117.87' ~-~-----r---~~~~-
SEE SHEET 6
•
245,i TG
243. /NV
"AS BU!L T"
~ ¾ '72««c -(/~7
RCE /;DZ'/3 EXP. o/31/,{J DATE
REVIEWED BY:
s-/+1.,
I PECTOR ___ DA TE
ENGINEER OF WORK [SH5EET] CITY OF CARLSBAD. [SHEETS I l---l---+---------------........;r---t---t---1--7 ENGINEERING DEPARTMENT 9
l--.......j---J--------------------1r---+--+---t-----t ~ --1""'...aa~ lt?·/3·0~ TIM~fiim, R.C.E. C60283 DATE
EXP. 06/30/06
~
CONSULTING
PLANNING 8 OE'::$lGN II C □NSTli!UCTtON
5050 AVENIDA ENCtNAS, SUITE 260
CARLSBAD, CAUFORNIA 92000
760.476,9193 ., FAX 760A76.9198 • www.RBF.com
DA TE INl11Al
ENGINEER OF WORK
PRECISE GRADING PLANS FOR:
LOTS 182-197
CT 98-14 -PHASE 3B
THE BAY COLLECTION -ITHOMPSON/TABATAI
~ 2li ll. L.,. _____________________________ _;;;;;;;;;;;;;~,;;.;,,,..,.,_ ............. _____________ .....,:i
111705
I
I I
CONSTRUCTION NOTES
.......
UJ ~
Cl)
tlj
Cl)
CONSTRUCT CONCRE1E DRIVEWAY Pf.R SOILS ENGINEER •s RECOMMf.NDA TION & PER DETAIL ON SH[ET 2.
CONSTRUCT DRAIN PIP[ OUTLET THRU CURB FAG[ P[R SDRSD D-27.
COORDINAT[ AREA DRAIN PIP[ WITH PLUMBING PIAN TO AVOID CONFLICTS.
NOTE:
1. HARDSCAPE !'EA TURES ARE FOR
PF/EC/SE GRADE ELEVA T!ON ON/ Y.
SEE LANDSCAPE ARCHITECTS PLAN
roR MA T[R/AL. COLOR, AND r!NISH.
2. Af.L LOT DRAIN PIPE SHALL HAVE
A MINIMUM SLOPE OF S=0.005.
93.99
;, -245---<,,
;i;
-++---240---
~-----
-::.::.:~::: ~-----,~;;;;;;;;;;-.::~--;;;:;~~_;_;;_·
' ' i HP '----·
r•/ 231.3
' J0.9 G --x
30.1 J V,./' ' ' ' ,,_-~
\\ \
' ' ' ' ' ' ' ' ' ' ' ' '
HP
231.2
l
230.9 TG
@230.1 /NV
FF= 232.0 HP PE= 231.3 -i;2e;31,-·2.;;..._
l 31.3 TG 231.0 TG
Gf"=231.5 230.6 IN 229.5 /NV ~_:::::---.,,r,
229.3 TG
228.3 /NV
87.01'
HP 229.5 x_
229.1 TG
228.3 INV -
HP
229.4
SEE SHEET 5
' I
I
t
I
I
I
I
I
I
I
i
I
I
I
I
I
I
i
I
I
I
I
~
I
l2
HP 228.5 /NV @ 229.2 TG I
I 229.4
--+---, FF= 230.2
'Pf.= 229.5
I
22 .2 TG
22B.0 !NV
.. 229.5
FS
Ii 229.4
i-'<"SS '
;1 :~I l '~ I j •
I I"' -·l--
GF=229.7
HP
229.5
HP I
229.
I
I
' _,._'
~
I
229.5
FS -----,
229.4
FS
67.01
®
FF= 2J0.2
PE= 229.5
229.2 TG
.J
~\-,,
'
I !I I i I ' ' l ~
! HP ~
'229.4
\ \
I
\.
\
227.7 /NV l---,1,<'--c'l--~:'.d--i--11--+----i
1 ±
/
' ' :,_ ..L
' ' ' ' ' 29. TG :
228.1 /NV: .
.-" ' ~,
' ' ' ' ' ' ' "
• 00
SEE SHEET 7
ENGINEER OF WORK
EXP. 06/J0/06
18 II IO
CONSULTING
C60283 DATE
PLANNING II OE.'.S!6N ■ CONSTRUCTION
5050 A.VENIDA ENClNAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 = FAx:760.476.9198 • www,RBF.com
DA TE INITIAL
ENGINEER OF WORK
.:J xHP
2J9.8
' ' ' ' ' ' '
L.
I
~ _ 33.6'±
Oc,
' ' .
' ! I
39.4 TG \
2J8.1 /NV '
p • • ' L· I
' " I "" " " <C " " 221.1 '' V . , 219.3 /NV
' ' ' ' --V
DA TE INITIAL
REVISION DESCRIPTION OlHER APPROVAL
DA TE INITIAL
CITY APPROVAL
2/Y 10' O' 20' 40' -GRAPHIC SCALE: 1' =20'
"AS BUil T"
~/fi!o7
DATE
REVIEWED BY:
:T/4 J,-, <
DATE
SHEET
6 CITY OF CARLSBAD I SHEETS I
ENGINEERING DEPARTMENT 9
PRECISE GRADING PLANS FOR:
LOTS 174, 178-182, 198-199
CT 98-14 • PHASE 3B
THE BAY COLLECTION • (THOMPSON/TABATAl
APPROVED BY: LLOYD 8. HUBBS I"
A/ taJC d' f-1¥,jbi4 ~~
CITY ENGINEEIYPE 235 EXPIRES: 12 .31 050A
DWN BY: ~~-1
CHKD BY:~
RVWD BY: ~
PROJECT NO.
CT-98-14
DRAWING NO.
1401-9R
E
Q ..,
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0,
030305
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;:; ,a
;§
Q
:i
1J..3 TG
I 212.6 !NV
\
I
I
HP
213.6
I
11.0':1:
I 21J~.J~c~G[.::--:---...1tJ1i'.\1J~
212.3 /NV'>,.,
I I I J__;-
GRAPHIC SCALE: 1' =20'
CONSTRUCTION NOTES
13.3 TG
212.6 /NV
24.4'±
-----------
(i) CONSTRUCT CONCRETE ORIVE'NAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2. 0 CONSTRUCT ORAJN PIPE OUTLET THRU CURB FACE PER SORSD D-27.
NOTE:
L HARDSCAPE FEA TURFS ARE FOR
PRECISE GRADE [LEVA noN ONLY.
SEE LANDSCAPE ARC/JITECTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
2. ALL LOT DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=0.005.
\
HP
213.5
HP
X
\
,,.,,.
'6'
1'3.1 TG ,,-
212.Y /NV ,,.,, \ / /
1 9::/
~ 214.4 214.J
FS FS
FF= 215.1
PE= 214.4 .214_ 1 TG
212.8 /NV
HP
214.J
214.4"' /
4.1 TG
213.4 /NV
'.,-/ xHP
214.3
I
----------I
it, "' cf: I
-------
2f!l1
CO. /NV.
212.8
21~'.2
213.9 TG
213.2 /NV
I
'±
2 211.5 ro.
211.0 /NV
Liu ~
FF= 215.0
P£= 214.3
--
213.2 /NV
HP
218.1
' ' ' ' ' ' ' ' ' ' ' ' '
FS 1! 2 0 ,,
FS ~---:
7..,,,,--,..,,,.....,..q 7'± ' GF=218.4 14Jo•
HP I!
I 218.2 ' @I---~--!j
FF= 218.9
PE= 218.2 18.0 TG
217 . .3 /NV
HP
218.2
tt1
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------~ ----
ENGINEER OF WORK
---,Z:. -12; · ~ l·Ztl-~ n oor'iiv1. rMff'.[ R. c. E. ce02s3 DATE
EXP. 06/30/06
--
"AS BU I I. T"
-1kt ---ctat? lje;-/a7
RCE 110-z'B2 EXP. ra/2~lo£ DATE
REVIEWED SY:
I 'PECTOR
4 e'. s1.,; • ...,
DATE
I SH7EET I CITY OF CARLSBAD I SHEETS I 1---1---J-----------------f---t--+---t--7 ENGINEERING DEPARTMENT 9
1------1---1--------------------1,----t---t----t-----t PRECISE GRADING PLANS FOR:
LOTS 175-177 & 206-210
CT 98-14 -PHASE 313
THE BAY COLLECTION -(THOMPSON/TABATAI
APPROVED BY: LLOYD 8. HUBBS4Y -------.-LA-NN_>_NG_II_D_E_s,-G-N-■-O-□-NS_T_R_UO_T_>□_N __ -41_::::!c:::-=1;:::::::::::::.~:::::::::::::::::i;::::t::::~:::::t:::_=1i 14A~-,t:1...:,,e.:,~~;;,lfl'fU~~'.c,~-,~• ~,e,:;,;A~:-:--::--;:-:--;c:-::-..;a/4w..r
,-CITY ENGINE£i'tPE 2358'! EXPIRES: 12 31 05 DA1E 1----1----1--------------+--+---t---1----i
DWN BY: ~--=-PROJECT NO. DRAWING NO. 5050AVENIDAENC1NAS,SUITE260 DATE INlllAL DATE INlllAL DATE INlllAL CHKD BY ~ C ns 14 401 ,nR
II II II CARLSBAO.CALIFORNIA92008 CR PT ON RVWD BY: -· ---L. __ T_--~-----~ -~ CONSULTING 760476.9193 • FAX760.476.9196 • www.RBF.com ENGINEER OF WORK REVISION DES I I I 011-lER APPROVAL CITY APPROVAL
030305
:i:
CONSTRUCTION NOTES
(D CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S Rf.COMMENDATION & PER DETAIL ON SHEET 2.
® CONSTRUCT DRAIN PIPE OUTLET THRU CURB FACE PER SDRSD 0··27.
NOTE:
1. HARDSCAPE FEA7URES ARE FOR
PRECISE GRADE El£VA TION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND RN/SH.
2. ALL LOT DRAIN PIPE SHALL HAVE
A MINIMUM SLOPE OF S=0.005.
0)
.........
tt: ~
' ' ' ' ' ' ' ' ' ' '
i I
I
I
I
I
SEE SHEET 3
233.1
J2.9 TG
2J2.2 /NV
20' 10' O'
GRAPHIC SCALE: 1' =20'
a
2 6.9 TG
225.5 /NV
; ,
""~~V;//
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; , • ..
22. ,,G
22Jdi /NV
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ENGINEER OF WORK
Tlr~.~~r;;.C.E. oo£af~;'ff
EXP. 06/30/06
II II II
CONSULTING
PLANNING II DESIGN ■ CONSTRUCTION
5050 AVENIOA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476J3193 • FAX 760.476.9198 ~ www.RBF.com
---~--"···-
DATE INITIAL
ENGINEER OF WORK
HP
·, 20 -)/
'-/ '-. / 207.1 TG "@c 205.9 /NV
HP 212 207.4
FF= 208.1
PE~ 207.4 /
1J.1 TG
, 212.0 /NV
' ' ~ ?07.1 TG, \ / 206.4 /NV 207.3 ~ . HP -s • 2of4 6';;9.,,,\ ?07.1 Tl
206.4 IN':_~1 I /
62.11' --\ I
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
E " 8 "' "' c:,
o' ~
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;
tu 'i r.::, -~
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a 8 0.. ;t -~
i/'ilf7 ~d«tb ----
RCE iff()?)K.1:, EXP. Ii~ DATE
~ i;!
,',:
0.. ~
REVIEWED BY:
t¢Pic?o~ •
..A. ... -:,. f;:L.,,LrL"''L ..
DATE
I SH~ET I CITY OF' CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
LOTS 153-156 & 211-212
CT 98-14 -PHASE 38
THE BAY COLLECTION • ITHOMPSON/T ABA T Al
~
112 Q -~ 0 Q ot =: (!)
:,.
1c! 00 G') ~ :".i 0 ~ -8 '° 0 0 -APPROVED BY: LLOYD B. HUBBS ~,(4 Ar 6 •~Al' ~ ... ,A
CITY ENGINEER4l°E 23589 YPIRES: 12/31 /05 Dli, E
OWN BY: PROJECT NO. DRAWING NO. DATE INl11AL CHKD BY:~ CT-98-14 401-9R CITY APPROVAL RVWD BY: '
.... I "' ~ "° C, ,c -~
15 ~
:i:'
CONSTRUCTION NOTES
(j) CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2.
(V CONSTRUCT DRAJN PIPE OUTLET THRU CURB FACE PER SDRSD D-27.
NOTE:
1. HARDSCAPE FEAlURES ARE. FOR
PRECISE. GRADE. ELEVA 7/0N ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MA TERJAL, COLOR, AND FINISH.
2. ALL LOT DRAIN PIPE SHALL HA \IE
A MINIMUM SI.OPE OF S=0.OO5.
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0
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20' 10' O' 20'
GRAPHIC SCALE: 1' =20'
.
44.5 TG
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FF= 245.4
PE= 244.7
/
244.4 TG
242.5 !NV
p
44.
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240.9 7i ', // "' ¥:'.;@" .-,.~:::.-J:.'.""6>:'
241.1 150
1 <:, I\; ,ft
FF= 241.9
PF:= 241.2 ,_,t-;,,.P.,,.,.. I
38.6 I
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1 / 38.41G 151
I / 7-7 /NV FF= 239.4
/ PF:= 238.7 , , ,
HP
238.5
38.4 TG
237.5 /NV
,iM£SS10.,,,.
ENGINEER OF WORK
~~•i ~i /-Z,~ TI ~ E, • .E. C60283
$' '1,i M. ,~ ::: ~ z '$, c..,.::: ._ -... ; No. C60283 ::
-I< Exp. 06--J!Hl6 *
~~C[Y\\. ~ EXP. 06/30/06
~i' or Ck\\\'
?LANNINt3 ■ □ES!GN II CONSTRU !::Tl□ N
!DA ENCINAS, SUITE 260 5050AVEN
CARLS
760A76.9193 • FAX 760A
BAO. CAUFORNIA 92008
76.9198 • www.RBF.com
I
I
' ' ' ' ' ' ' ' ' • HP
,' 235.
' ' ' ' ' ' ' ' ' ' '
DATE INITIAL
ENGINEER OF WORK
4.9 TG
233.8 /NV
f
' .
REVISION DESCRIPTION
• ' ' ' ' ' ' ' ' ' ' ' ' ' '
' ' I ' ' '
~
(/)
DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
&
;:i .;,:
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°' ~ ~ c::, -~
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"AS BUil T"
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Q:l
tJ V\
l
REVIEWED BY:
~ /. • ·~ A . ,.-/-, L ""::/.
!Cl ~ ~
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
LOTS 149-152
CT 98-14 -PHASE 38
THE BAY COLLECTION -(THOMPSON/T ABA T Al
APPROVED BY: LLOYD B. HUBBS.:fY ¥ti•' ~,d. ~ .• :.i.
CITY ENGINEEvP'E 23::lfxPIRES: 12/31 /05 DA
DWN BY: PROJECT NO. DRAWING NO. 2~~ ~~'. ~--CT-98-14 401-9R
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