HomeMy WebLinkAboutDWG 401-9K; CT 98-14; THOMPSON/TABATA PHASE 3A; 01-16GRADING NOTES
(IN ADDITION TO T/1[ il[QU/REMENTS OF CHAeTER 11.06 OF THE
CARLSBAD MUNICIPAL CODE.)
1. IHIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVf. ANY PORTION OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDl110NAL APPROVAL, CITY
STANDARDS OR OTHER AODlllONAL DOCUMENTS USTED HEREON AS THEY MAY
PERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERFD.
3. CITY ArrROVAl OF Pl.ANS DOES NOT RELIEVE THE DEVf.LOPER OR ENGINEER ~OF-
WORK FROM RESPONSIBILITY FOR THE 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 ENGINEER WILL BE REQUIRED FOR ANY
WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A
CERTIFICATE OF INSURA.NCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS
AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE
COMPANY WRITING IHE f'OLICY MUST HAVf. A RATING OF "A AND A SIZE
CATFGORY or CLASS V AS ESTABLISHED BY BESTS" K[Y RATING Gl)JD_f.
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 BUILDING DEPARTMENT.
6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM
TIIE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUlHORIZI: .ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE f'ROPERTY OWNER'S PERMISSION
HAS BEEN OBT.AINEO AND A VALID GRADING PERMIT HAS BEEN ISSUED.
8. NO REVISIONS Will BE MADE TO THESE PLANS WITHOUT THE WRITTEN /1.PPROVAL or THE CITY ENGINEER, NOTED \\1TIIIN THE REVISION BLOCK, ON THE
APPROPRIA T[ SHEET or THE PLANS AND THE T!TLE SHEET.
9. ORIGINAi DRAWINGS SHALL BECOME THE PROPER IY Of lHE CITY UPON BEING
SIGNED BY THE CITY ENGINEER.
10. THF ORIGINAL DRAWING SHALL BE REVISED TC REFLECT AS-·BUILT CONDITIONS
BY !HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WCRK BY THE
CITY.
11. ACCESS FOR FlRE ANO OTHER EMERGENCY VEHICLES SHALL BE M/1.INTAINEO TO
THE PROJECT SI IE AT .ALL TIMES DURING CONSTRUCTION.
12. WHERE TRENCHES ARE WITHIN ClfY EASEMENTS, A SOILS REPORT COMPRISED
OF: (A) SUMMARY SHl:.EI, (8) L.ABORATORY WORK SHEETS AND (C) COMPA.CTION
CURVf.S, SHALL BE SUBMITTED BY .A PROFESSIONAi 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 AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING
SH.A.LL BE DONE UNDER THE DIRECTION OF A PROFESSION.AL 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
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE
" EARTHWORK SPECIFICATIONS • ATTACHED TO THE PREUMIN,ARY SOILS
INVESTIGATION. DAILY FIELD COMPACTION REPORTS Will BE SUBMITJED TO THE
PROJECT INSPECTOR.
14. A PRFCONSTR\!CJtQK_..ME.fllNG SHA! I BE HELD AT THE SiTE PRIOR TO THE
BEGINNING OF WORK AND SHAI I BF A iJFNDFD BY Al I RFPRFS,NTATIYFS
RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION TESTING AND ALL OTHER ASPECTS O[ THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING
THROUGH fHE PERMIT CLERK ( 438-1161 ex!.4323 ) AT LEASr FIVf.(5) WORKING
DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DR,\WINGS MUST BE
.AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY
lHE PROJECT INSPECTOR AT THE MEETING.
15. Al I INSPECTION REQUESTS QTrlER THAN FOR PRE.c.o.NSTRliC110N MEETING WII I BE
MADE BY SALLlt,LG_TdE_J'NGINFFRlNG 24 HOUR. JNS.PECilON RFOIIFST I INF Al
(760) 438,-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 21 00 P.M.
ON THE DAY BEFORE THE INSPECTION IS NEEDED. IN SPEC I IONS \11LL BE MADE
THE NEX I WORK DAY UNLESS YOU REQUEST OTHER\'vlSE. REQUESTS MADE ~.FTER
2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER.
"16. THE OWNER ANO/OR APPUCAfH THROUGH TII[ OlVE.LOPER AND/OR CONTRACTOR
SHALL Dl:.SIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, :NCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOC.AL,
S !All: AND FEDERAL SAFETY AND HEALTH ST ANDA.RDS, LAWS AND REGULATIONS.
17. TIIE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROViSIONS TO BE MADE
OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATiON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND /1.PPROVED BY THE CITY FNGINffR ANO/OR CONCERNEO
AGENCY PRIOR TO EXCAVATION IF THE Pl.AN VARIES FROM THE SHORING SYSTFM
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8
CALIFORNIA. A5~iiN!STRATIV[ CODE THE PLAN SHALL -BE~ PREPARED BY A
REGISTERED ENGINEER AT THLCON1RACTORS FXPENSE. A COPY Of. THE OSHA
EXCAV/\ TION PERMIT MUST BE SUBMITTED ro THE INSPECTOR PRIOR TO
EXCAVATION
18. NO BL.ASTING SHALL Bl PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN
OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING
Pl:RMIT WELL IN ADVANCE or THE SCHEDULINC OF BLASTING OPERATIONS.
19. IFANY ARCHAE.OLOGICAL RE$QWRCI:S ARI: JlfSCOVERED WITHIN A]Y VIQRI<'. ABLi
DURING CONSTRUCTION, OPERATIONS WILi CEASE IMMEDIATELY AND THF
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERAllONS ~~LL. NOT RESTARf
UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY
ENGINEER TO DO SO.
20. ALL OPERATIONS CONDUCTED ON THE SITE OR .ADJACENT THERETO, INCLUDiNG
WARMING UP, Rt.PAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENl SHALL BE LIMITED TO THE PERIOD BE.TWEEN 7:00 A.M. AND
SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTI I MOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.)
21. ALL OFF-SITLJ:1/\ULRQUTES SH.A.LL 8£ SUBMITTED BY THE CONTRACTOR TO THE
CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR T.().REGiNNING OF
WORK.
22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE
DEPOSIT[O Al, A SIT!:. APPROVED OY TIIE CITY ENGINl:.ER. lliE CONTRACTOR
Stll\ll_8E RESPONSIBLE FOR ANY .Drn!sLS_QJL.DAMAG[ OCCURRING ALQNG_JH£_HA1,!l
ROUTES OR ADJACENT STREETS AS A RESUI T OF THE GRADING OPERATION.
23. BRUSH SHAU BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE
TO BE RcMOVED UNLESS SPECIFICALLY NOTED ON lHE PLAN.
24. AU AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF
WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPE.
25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY
THE CITY t.NGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL OE TRIMMED TO A FINISH GRA.DE TO PRODUCE A UNIFORM
SURFACE /\ND 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.
2/. ALL SLOPES SHALL BE IRRIGAfE.D, SlABILIZED, PLANTED AND/OR HYDROSEEDED
WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GR.ACING PLANS.
28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, ANO/OR AS DIRECTED BY THE
CITY ENGINEER OR PLANNING DIRECTOR. THE LANDSCAPE PLAN NO. 401-9P
APPROVED ON ~-SHALL BE USED ON THIS PROJECT.
29. THE OWNER/ APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
TH[ WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE
ANO IRRIGA.TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS.
H:\POATA\ 10102194\CADD\I.AND\DLV\GRADING\PR£CIS£1PHA5IJ\ 194TS001.DWG TTHIELE 11/24/04 7:44 am
30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM
D-LOAD OF 1,350. FOR PRIVA.TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE
UTIUZED PROVIDED DEPTH IS LESS THAN 15 FEE! AND BACKFILi.ED WITH 3/4"
ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STAND.A.RD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE LINE IS ro BE ABANDONED AS A RESULT OF THE
GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STREET AREAS AND REPLACED WlTH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL Bl: PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONfRAClOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
( A.BOVE GROUND AND UNDl::R GROUND ) WITHIN THE PROJECT SITE SUFf!CIENTLY
AHEAD 01' GRADING 10 PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND TH/1.T THE ACTUAL LOC.4TIONS ARE IN CONFLICT WITH THE PROPOSED
WORK.
33. THE CONTRACTOR SH/I.LL NOTIFY AFFECTED UTIUTY COMPANIES (SEE BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR
fACILIT!ES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTAIIVE.
UNDERGROUND SERVICE ALFRT
SDG&E
PACIFIC BELL
ADELPHIA CABl.E COMM UNI CA llONS
CITY OF CARLSBAD (STREETS & STORM DRAIN)
CARLSBAD MUNICIPAi. WATER DISTR!CT (WATER,SEWER,RW)
34. PERMIT COMPLIANCE REQUIREMENTS:
(800)422-4133
(760)480-7647
(800)892-0123 !760l438-7741
760 434-2980
760 438-2 722
A. FOR CONTROLLED GRADING -THE APPUCAN I HIRES A CIVIL ENGINEER,
SOILS ENGINEER, AND /OR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE AND CONTROi THE WORK IN PROGRESS j11.06.170(B)l
CARLSBAD MUNICIPAL CODE.
B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FO! LOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR )11.06.190(8)) 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 APPROVf.D 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 STAfEMENf AS TO
THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF
FIELD AND LABORATORY TESTS. THE REPORT SHALL AlSO
INCLUDE A STATEMENT BY THE SOILS ENGINffR THAT THE
GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY S0Il_S REPORT
AND ,\NY SUPPLEMENTS THER,TO.
(4) REPORT 'MTH AS-BUILT GEOLOGIC PLAN, !F REQUIRED BY THE
' AVIARA PARKWAY
62
-o 61
\ \\,----\:1
:l. 60 .... ... ~ "'
I I
LONICERA STREET
63 \ 64 \ 65,
THOMPSON/T ABA TA
CT 98-14-3
THE BAY COLLECTION
PHASE 3A PRECISE GRADING
CHESAPEAKE BAY: LOTS 55-108
PLEASANT BAY: LOTS 5-8, 109-148, 212-241
CHESAPEAKE BAY
\ I I I / LOTS 55-108 72
68 69 70 71 5
77
1191 '
t-
91,92 93 94
86 ' 87 88' 89 97
78
i 192 --193 ] 194
79
106 105 104 205
WAY
5 6 7
PLEASANT BAY
204 203 202 • 201 200 ..
.---CflYSTALLINE WAY~
14 215
184
183
182
C,
<I: 181 0 0:
~ 0: 180
Ill "' 179
~
178
177
, ..
6
216
CITY.
134 135 136 137
-,, ,,,,--.....,, 217
35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1)
-z,._-1-_..r
YEAR AFTER THE CITY ENGINEER'S APPROVAi., THESE PLANS MAY BE REQUIRED
TO BE RESUBMITTED FOR PL ANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
\ ,T--rT7r-it-----tr,-r--f:.C!NN~A~M~N~:rE~A~L~S~TµR!!!E~E~T,-T-r--.--< 218
239 233 •232 231,23{),22 228 227226'225'224•223'222'221220 2 19
36. THE SOILS REPORTS TITLED GEOTECHHGAL INVESTIGATION + SU"PLIJ'ifNTAL EXPLORATORY TRf1'1Cl11NG,
PREPARED BY Gl'OCON INCORPORATED, DATED SEPTENllfR 2. 1'19& + MARCH 1.;. 2001
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN.
ALL GRADING SHAU BE DONE IN ACCORDANCE WITH rHE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT
"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 ~.S DEFINED
IN SECTiON 6 703 OF THE BUSINESS AND PROFESSIONS CODI:, AND THAT THE DESIGN IS
CONSISTENT WITH CURRENT STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE
CITY OF CARLSBAD DOES NOT RFUEVE ME, AS ENGINEER OF WORK, OF MY
RESPONSIBILITIES FOR PROJECT DESIGN.
FIRM: RBf CONSULTl'IG BY1 ~ -1'.'""4 'tr
ADDRESS, 5050 A\IEIIIDA ENCl'IAS. SLITE 200 7!'101!11' ff THIELE . . ~
l/-2.1-0f DATE,
REFERENCE DRAWINGS:
R.C.E. N0.1 00253
DRAWING N0.401-9C
DRAWING N0.401-9D
CITY, STATE: CARt.S!lAD. CA '12008-431lG
TELEPHONE: 7.0-4n;.-'ll93 REGISTRATION EXPIRATION DATE: JIJNl' :,0. 200G SOURCE OF TOPOGRAPHY
SOILS ENGINEER'S CERTIFICATE
I, l'ICl1Afl f. EMll!Cll , A REGISTCRED CIVIL ENGINEER OF THE STATE
OF CALIFORNIA, PRINCiPALLY DOING BUSINESS IN THE Flfi_D OF APPLIED
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO
STUDY OF THE SOIL CONDITIONS PREVALENT WlTHIN THIS
SIIT WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES
OF SEPTEl'lflER 2. 19'13 AND MARCH 1,;1001 . TWO COPIES OF THE SOILS
REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS,
HA. S BEEN ~UBMITT -~OFFICE OF THE CITY ENOIN~;~_i;§s,"~"~
qGNEo-iP n." ,, . .. · ... '••."" ...., • -l,;,\J,/,;· ,_ ·~ .. ' '''"'
DATE:
4'¥,C ,. , ·,.<.,,, II -~ 'l~ Cl':( ::.;1,::· \ .• :,;c;,
v-✓, ,.,· •• '· -. __ ,
P.E. NO.: GE ;i <,I(;;~ i!S'' \\h.i'l,a \'',
·"''~•,,·. .1 ·' LICENSE EXPIRATION DATE:
OWNER'S CERTIFICATE
"r';'* / *~~" >Jr-Jf orc.r,J~
TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY
PfiOTOGRAMHm!C METHODS FROM INFORMATION GATHERED ON
l'197 BY ASAN-LO AERIAL 5Ui<VfY lfCOO'OOITED
TOPOGRAPKY SHOWN HEREON CONFORMS TO NATIONAL M,\P
ACCURACY STA.NDARDS.
PROJECT LOCATION
TiilS PROJECT IS LOCATED WITHIN ASS[SSORS PARCEL NUMBER(S)
214/420-00 TO 214-G20-08 CLOTS 5-8). 214-.;40-01 TO 214-.;40•:,0 CLOTS 55-70,
LOTS l¼-'12 + LOTS 102-108). 214-\;41-01 TO 214-G41-24 CLOTS 71-85 f LOTS
q3-1on 214-G42-0l TO 214-\;42-34 CLOTS IO'H:,0. LOTS 144-14~. LOTS 233-241) .
214-G43-01 TO 214-G43-15 CLOTS 131-143. 147. 148). 2J4-v43-44 TO _241-v43-G4
CLOTS 212-232)
THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS:
N 342.000 E_~l.G'-'-77~.DO=O _______ _
NOTICE TO CONTRACTOR:
13
INDEX MAP
EARTHWORK QUANTITIES
IMPORT: ______ 0 __ CY
EXPORT: 6 150 CY
NOTE: GRADING QUANTITIES SHOWN ARE FOR PERMIT
PURPOSES ONLY, ANO ARE NOT TO BE USED
FOR FINAL PAY QUAN71TIES
BENCH MARK
DESCRIPTION: 5-45.Gl CALTRAN5 Brnctl MARI\
LOCATION, W'ii[ffflALK 10· EH Of wn 511lfi5flil!xI
AOOTMtm AT 1llf 1-5 CROSSIHG Of r~:,1::rn,t
RECORDED: _ __,1'-''l'l5"'------------~-
ELEVATION1 103.7G DATUM: t1!il
I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR \~LL BE RETAINED TO SUPFRVISF OVER ALL
GRADING ACTIVITY ANO ADVISE ON THE COMPACTION AND SIABiLITY OF
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHl:RS, ANO THOSE SHOWN ON 1HE RECORDS
EXAMINED, ARE INDICATED WITH 1HEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS
DATE
lHIS SIJfj;/ ,f t'~~--//, ,o, Pf
~Jci:t~ti: WATANABE -sTANDARo PAcIFIc 1-10MEs
LEGAL DESCRIPTION
OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY ANO TO HOLD UNDERSIGNED HARMLESS
FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOf REPORfED TO TKE
UNDERSIGNED, NOT INDICATED ON JHE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE ~1H THOSE REPORTED OR SHOWN
ON RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROlfCT THE unUTIES
OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILlnES OR SiRUCTURES CONCERNED BEfORE STARTING WORK.
14
INDEX MAP LEGEND
LOT NUMBER
TRACT BOUNDARY
SHEET BOUNDARY
SHEET NUMBER
SHEET INDEX
DESCRIPTION
25 -----
I]]
TTTLE SHEET /INDEX MAP
LEGEND, SEC770NS AND DETAILS
PRECISE GRADING PLANS
WORK TO BE DONE
fHE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION Of ALL CUTS .AND FILLS,
REMEDIAi GRADING, DRAINAGE FACILITIES, EROSION CONTROi FACILITIES, AND
PLANTING OF PERMANENT I_ANDSCAPINC AND PREPARATION Of AS BUILT GRADING PLANS,
AS-BUILT GEOLOGIC MAPS AND REPORTS, A.LL AS SHOWN OR RECUiRED ON !HIS SU
OF PLANS AND THE CITY STANDARDS. SP[CiFICATIONS, REQUIREMENTS, RESOLUTIONS
AND ORDINANCES CITED ON THESE PLA.NS.
THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
DOCUMENTS, CURRENT AT [HE TIME Of CONSTRUCTION, AS DIRECTED BY THE CfTY
ENGINEER.
1. CARLSBAD MUNICIPAL CODE
2. CITY OF CARLSBAD STANDARDS
3. THIS S1:.T OF PL.ANS
4. RESOLUTION NO. 5070 THROUGH 5078 ----=~=====------------0 AT ED 12/05/01
5. THE STANDARD SPECIFICATIONS <OR PUBLIC WORKS CONSTRUCTION (GRffN
BOOK).
6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON INC.
DA TED SFMPTEMBER 2 1998 & MARCH 16 7001
7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY
THE CITY OF CARLSBAD STANDARDS.
8. CAUFORN!A. COASTAL COMMISSION DEVfLOPMENl PERMI I CONDITIONS
DATED 12/05/01 .... ·~--
9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ___ 1=2~/=05=/~0~1 __ _
10. STORMWATER POLLUTION PREVFNTION PLAN DATED 2/10/04; WDID 9-37S318793
11. WATER QUALITY MANAGEMENT P:_AN, DAfED: 11/12/03, REV. 02/10/04
CITY OF OCEANSIDE
PACIFIC
OCEAN
PROJECT
SITE
SHEET NUMBER
1
2
J-16
7a
CITY OF VISTA
"II-" .,_o ~'-,,---, r!J
7~\¥~~-~•:i~-~f-cAVf.~ fc'<
CITY OF
SAN MARCOS
CITY OF ENCINITAS
VICINITY MAP
SAN DIEGO COUNTY
THOMAS GUIDE
PAGE 1127-85
SEWER BACKFI.OW PREVENTORS
ARE REQUIRED FOR LOTS:
78-82, 84-86, 88, 89, 94, 98, 99, 128-134,
136-140, 142, 143, 145-147, 212, 223, 224,
227, 228, 2:52, 234, 235 & 239
PREPARED FOR
STANDARD PACIFIC HOMES
5750 FLEET STREET, SUITE #200
CARLSBAD, CA 92008
(760) 602-6800 / FAX (760) 602-6819
LOTS 5 THROUGH B INCLUSIVE OF Cl rY OF CARLSBAD TRACT NO. CT
98-14-01, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF
CAIIFORNIA, ACCORDING TO MAP THEREOF N0.14682, FILED IN THE OFFICE
OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, SEPTEMBER 19, 2003.
THE EXISfENCE AND LOCATION Of ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A
SEARCH OF AVAILABLE RECORDS. TO THE BEST Of OUR KNOWLEDGE THERE ARE NO EXISTING u nuTIES EXCEPT AS SHOWN ON THESE
PLANS. THE CONTRACTOR IS REQUIRED TO Tft.Kf DUE PRECAUTIONARY MEASURES TO PROTECT THE UllUTIES SHOWN AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. P_{f~ DEPARTMENT DA:~:✓o:~
(SIGNED) "r$$lffl..-t
"AS BUil T"
fm:r72«.q f/ ' -'~ $"/l'J"1
LOTS 55 THROUGH 148 AND LOTS 212 THROUGH 241 INCLUSIVE OF CITY
OF CARLSBAD TRACT NO. CT 98-14-03, IN THE CITY OF CARLSBAD,
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF N0.14841, FILED IN THE OFFICE OF THE COUNTY RECOROER OF
SAN OIEGO COUNTY, JULY 26, 2004.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE
CALIFORNIA COORDINATE SYSTEM -1983 ZONE VI, 1991.35
EPOCH, NORTH AMERICAN DATUM OF 1983 (NADB3). THE
BEARING BFTWEEN SIAflON HPGN CA1107 AND STATION
CLSB-047 AS SAID COORDINATES ARE PUBLISHED IN THE
CITY OF CARLBAD SURVEY CONTROL NETWORK ESTABLISHED
BY RECORD OF SURVEY NO. 17271, FILED IN THE OFFICE
OF THE SAN DIEGO COUNTY RECORDER ON FEBRUAFY 8,
2002 BEING NORfH 44·10'43" EAST.
POINT NO.
15/
047
NAME
HPGN CA 11 ·07
CLSB-047
CCS 83 (1991.35), ZONE 6
NORTH I NG EAST! NG
1992291.232 6247272.614
1985922.~32 6241083.953
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR
OPERAIIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBUC IS PROTECTED. ALL CONTRACTORS AND
SUBCONIRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR,
AND WITH THE STATE or CAUFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS".
THE Cl\1L ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR IHE CONiRACTORS' AND SUBCONTRACIORS' COMPLIANCE WITH THE
"OCCUPATIONAL SAFETY AND HEALTII REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR ~1H THE STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS" "CONSTRUCTION SAFETY ORDERS".
CONTRACTOR FURTIIER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION or THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY ANO NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND THE. ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 1HE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE Of THE OWNER OR THE
i:NGiNEER.
THE ESTIMA fED QUANTITIES HEREON ARE ONLY FOR 1HE PURPOSE or OBTAINING THE NECESSARY PERMITS, ANO RBF
CONSULTING DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS
OWN QUANTITY TAKEOFF BEFORE SUBMiTTNG A BID FOR ANY PORTION OF THE !MPROVEMENTS COVERED BY THESE PLANS.
• • •
CONSULTING
PLANNING ■ DESIIGN ■ CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
~~
I0/2&/o5 -rr
'6/1,ln< T'-
:,/03/a--rr
DATE INITIAL
ENGINEER OF WORK
-, ~G DIRECTOR
, /
RCE &tiZ1;5 EXP.t,/~3¢P DATE < DATE:;/z.6/o.,-REVIEWED BY:
RECOIIMENDED BY: /J'/,c..hc-&-/ (9,i M "'..7.....-,-~ A -~ '5i /.,, J e.'::j
(PRINT NAIii!) IN:,PECTOR DATE .
I SH~ET I CITY OF CARLSBAD CTrJ ENGINEERING DEPARTMENT 6
PRECISE GRADING PLANS AND EROSION CONTROL PLANS FOR:
TITLE SHEET /INDEX MAP
~ CT 98-14 -PHASE 3A .
THE BAY COLLECTION -ITHOMPSON/T ABA T Al
APPROVED BY: LLOYD 8. HUBBS tJ)" ii/ :J'-"1:s-' tt; AOD.S/?,Ow orrcl{ SH£f3T 12,1-0T 13B IJ 1"'-I ,-;;,, _,,,. -_,,,.,. A ., . . ,,
/A 6.1:lt) 6\l.."OIAl"'l1C\!i S\IFPI' •• ti,'-" I ~-CITY ENGINE~ PE 235'\i EXPIRES, 12/31 /05 ifATE
/1\Kl:YISI! ilO<MI l!"U,,,-_ l-Ul"S 56."111.<>i3~/0f, .. , ' DWN BY1 PROJECT NO. DR.A.WING NO. 133 DATE i !NITtAL -OA'TE I ITIAL CHKD BY: ~fu .• REVISION DESCRIPTION OTiiER APPROVAL CITY APPROVAL RVWD BY: ' CT-98-14 401-9K
120205
. 060105
1021705
092205
-
: HP :nE./
HP
, EL£.
! I
: I
'
HP
EL£.
X
' ' ' ii
X
HP
EL£.
-----....
HP
£LE.
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' --,
' ' ' ' ' ' ' ' '
: I
' '
' ' ' ' ' ' ' C-
I( i -----j-: . ' -----L--
4' ROUND
(NDS 13 OR
FINISH
GRADE
CURB OUTLET (TYP.)
--(SEE DETAIL BELOW) -'
TYPICAL LOT
SCALE: 1 • = 20'
' FF ELEV. i' -2% u . • ,_____,effft.
/~"'""" . ~--\ 1% 41.f.\
5• MIN. CLEARANCE~ I
FROM MUDS/LL TO DIRF-,1
FL SWALE
SECTION "A--!{'
N.T.S.
TYPICAL LOT DRAINAGE
fl.
10.5'
2%
FS =-==--
-~EX. CURB
& GUTTER
R/W
GRATE AND RISER
APPROVED EQUAL)---:>
' ( 1'
I ~~ i -I
''--c:im I L I I I
NOT TO SCALE
GARAGE
VARIES
18 MIN.
CURB OULET PER SDRSD D-27
10.5'
5'
SIDEWALK
0.5'
-i / 6' CURB FACE
'PVC SD· 4 \ \.. .. J' PVC
@ TYPICAL
.. , 4 TO J' REDUCER
TYPICAL LOCATION
CURB OUTLET DETAIL
NOT TO SCALE
NOTES:
L ALL FITTING BY: NOS, INC. (OR EQUAL).
851 N. HARVARD AVE.
LINDSAY, CA 93247
2. REFER TO PLANS FOR FINISH ELEVATIONS.
3. 00 NOT GLUE GRATE OR RISEF/ TO PIPE.
4. GLUE: "i.P.5. WELD ON" # 773 SOLVENT (MEDIUM BOO/ED FAST SET)
FOR PIPES THRU 4 • ¢
SINGLE ROW OF SANDBAGS
-2 BAGS HIGH
ALL GRADED PADS TO BE COVERED
. WIT'rf STABILIZED FIBER MA TRIX (SFM)
• • • • • •
•
•
• • .
•
I·>
• •
•
GRAVEL BAGS PER 401-9D
\ CURB & GUTTERJ \
-GRAVEL BAGS PER 401-9D
TYPICAL LOT EROSION CONTROL
NOT TO SCALE
AREA DRAIN
AROUND PERIMETER OF GRATE
FINISH
GRADE~ 1 Z MIN. (TYP.)
TG
NDS # 1 J GREEN 4" ROUND STRUCTURAL FOAM
! POLYETHYLENE GP.ATE WrTH UC INHIBITOR.
\
FINISH -~----NOS #13 GREEN 4" ROUND STRUCTURAL FOAM
GRADE PLAN r POLYETHYLENE GRATE WITH UC INHIBITOR.
SLOPE TO DRAIN PER PLAN SLOPE TO DRAIN
SYMBOL
------
------
DESCRIPTION
RIGHT-OF-WAY UN£
LOT LINE
RETAINING WALL PER owe. 401-9G
(SEPARATE PLAN ANO PERMrT)
~y~--~-TOP OF SLOP[
2:1 y -~--~--TOE OF SLOPE.
------PERMIT/TRACT BOUNDARY LINE.
® WATER SERVICf LINE PER 401-9H
G) SE.WER SERVICE LINE PER 401-9H
0
--4" PVC SD (SCH. 40 OR SOR 35)
4" GRATE /NL FT W / SANDBAG
PER DETAIL (l)oN SHEET 2
==~==::'. CURB OUTLF.T PER SDRSD D-27
1 r CONCRl:7E DRIVEWAY PER 401-9H
1A ---PLAN TYP[
32 -+---LOT NUMBER
FF= 243.0
PE= 242.3
FINISHED ELOOFI
PAO ELfl/ATION
HOME l .JL...._ ____ ;;a_5111iiiil DEEPEN FOOTING AND 0£1,TH (IN )EN/HS)
STORM DRAIN C/FANOUT PER SDS-103
LEGEND
QUANTITY ABBREV. DESCRIPTION
EX. EXISTING
FE FINISHED FLOOR
FG FINISHED GRADE
FL FLOW LINE
FS f/N/SHED SURFACE
GB GRADE BREAK
CF GARAGE Fl OOR
HP HIGH POINT
!NV INVERI
MAX MAXIMUM
MIN. MINIMUM
PE PAD ELEVATION
TC TOP OF CURB
22,000 Lr TF TOP OE FOOTING
TG TOP O• GRATE
500 EA.
220 EA.
28,000 SF.
\ /PER PLAN I 1 Z MIN.fiTYP.k SLOPE TO DRAJN SLOPE O D AIN
1% MIN.(TYP) TG I 1% MIN.(TYP.)
~-iirill ~~?-~mi 1m-_,i': COMPACTED SOIL
r-..
a
r ! 111 l ~ill~;llJ@--COMPACTED SOIL -~,ll ,I JTI§lT 111 I ~~--zb---.,: iT ~311, 4" PVC DRAIN RISER Pl -~=ni~Ti! .11 I~------(LENGTH AS REQUIRED)
PE
OR APPROVED EQUAL
i--------~~ 1 / 4 BEND DRAIN EL
-
BOW
~ ' 4" PVC DRAIN PIPE '
0.5% MIN. t
~§1fill -~,jJJf 4" PVC DRAIN RISER PIPE
-1111.L::T!t_\;====-=f·ffi:..-111-P----(LENGTH AS REQUIRED)
0.5% MIN.
______ 1 4x4 TEE T· PVC DRAIN PIPE
0.5% MIN. PREPARED FOR
/NV. PER PLAN .J (__> ~ ~ \._, C'J{ }O O O· 1/\(>,::-' /-,p_ 1/\(>, -/'\(>,
/NV. PER PLAN , -CRUSHED AND COMPACTED STONE STANDARD PACIFIC HOMES
\_ CRUSHED AND COMPACTED STONE
NDS ROUND GRATE WITH ELBOW
NOTTO SCALE
NDS ROUND GRATE WITH TEE
NOTTO SCALE
0 NDS N0.13 4" ROUND GRATE INLET
• • •
CONSULTING
NOT TO SCALE
PL.ANNING ■ OESIGN ■ CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD. CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
5750 FLEET STREET, SUITE #200
CARLSBJIJJ, CA 92008
(760) 602-6800 / FAX (760) 602-6819
"AS BUil T"
f,~g 1/$7
RCE [4(i7$':2 EXP {R,i'¼oµ:!8 DA TE
REVIEWED BY:
ENGINEERING DEPARTMENT
SHEETS
16 --+-----+---II SH2EET I CITY OF CARLSBAD
:=:==:..:::::========:::::..::====: f-----l---+-----------------ll----+--+----J.----1 PRECISE GRADING PLANS FOR:
LEGEND, SECTIONS AND DETAILS
CT 98-14 -PHASE 3A
THE BAY COLLECTION -(THOMPSON/TABATAI
APPROVED BY: LLOYD 8. HUBBS dY 4 .... -~ ~ . . .(
CITY ENGINEE7PE 235~XPIRES: 12 31 05
1-----a---+------------------<~--+-------+--➔ OWN BY: -="""'~1 DATE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: ~
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~
PROJECT NO.
CT-98-14
DRAWING NO.
401-9K
I
021705
!j
"-~
~ .. s -
w I
l z ~ '1; -\;J
f
i C ~ -:e I ...., G) -s: 13 0 -.a::.. ~ --0 -0-~ --I I
§ "'° :2 " -I! ~ -ct'
\
I
\
\
I
\
I
\
.,.,_ ~-~-"ii{;
tf! # ... -fj}
/
/
' ' '
'
. '··,,.,j /
,1
//
/ .
/ i
'
'
' ' '
' '
11 Ill II
CONSULTING
' ' ' '
J, \ ' ' \ -I \ \~
: 19.
OPT DECK
HP
' ' B. 6'± '
HP . 273.0
272.0 U~+f9";li_ _ __,
\ l
4'±
' I
I
' ' I I
I
: I
: I '
' '
I 272.7 TG
271. !NV
272.9 HP
SEE SHEET 8
PLANNING !I DESIGN Ill CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARI.SBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
FF= 273.li
PE= 273.0 I
1
(i)
0
·---....
,;,:,:,._,·~6 Tc --
Ii
NOTE:
1. HARDSCAP£ FEATURES ARE FOR
PRECISE GRADE ELEVA 710N ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND AN/SH.
2. ALL STORM DRAIN PIPE SHALL HA \IE
A MINIMUM SLOPE OF S=0.005.
CONSTRUCTION NOTES
,
I
I I
' , ,
' , ,
/ I
/ / ,
, I
CONSTRUCT CONCRETE DRIVEWAY PER SO/ts ENGINEER'S RECOMMENDA710N & P£R DETAIL ON SHEET 2.
CONSTRUCT CURB OUTLET PER SDRSD D-27.
........
~
Cl)
lU
lU
Cl)
2d 10' IY 2/Y 4G' -GRAPHIC SCALE: 1' =20'
"AS BUil T"
#¢,-z
DATE
REVIEWED BY:
1---1---+--------------t---t-----i---r---i I SH3EET I CITY OF CARLSBAD [SHrri'sl6
;=:==:'..':::==:E'::'N::Gl:::N:::EE:::R:=IN::::G"::::D:=E::::PA::::R=, TM::::::::E':::N=T==::::'..:~===
PRECISE GRADING PLANS FOR:
LOTS 55-60
CT 98-14 -PHASE 3A
THE BAY COLLECTION • (THOMPSON/TAB.AT Al
!
060105
021705
-
\ \
\
\ \
\
\
CONSTRUCTION NOTES
(D CONSTRUCT CONCRETE DRNEWAY PER SOILS ENGINEER'S RECOMMENDA110N &: PER DETAIL ON SHEET 2.
® CONSTRUCT CURB OUTLIT PER SDRSO D-27.
Q) COORDINATE ARE4 DRAIN PIPE WITH PLUMBING PLAN TO AVOID CONFLICTS.
174.70'
I
I
I
l
------------------~ ' • 00 l
SEE SHEET 3
NOTE:
1. HARDSCAPE FE4TURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HAVE
A MINIMUM SLOPE OF S=0.005.
z
20' 10' O' 20' 40' -- -GRAPHIC SCALE: 1' =20'
II II II
CONSULTING
PLANNING II DESIGN II CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD. CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
GF 276. 1
' ll: ' ' ' ' ' ' ' ' ' I
' .1S3
8±
HP
276.9
~ \!!)
FF= 277.6
PE= 276.9
HP
278.6 TG
(277.5 ~
It
H>---
279.0
-----1
STEP r,~1,#~-mi:fl
\
I 27B.7 TG
2 7.0 INV
278.9
HP
' ' GF 276.6 276.3 TG :_,,;
2 4.9 INV ~ I
216.7 : I
48.35'
a• W'\ 275.Yt IC ®
275.45 /NV 3
IMPROVEMENTS PER D HERON CIRCLE i 401-H
/
),-.-----/L __ _
' ----y ,
I
' ' ' ' ' ' '
_J
L c_ __ ---.J:l '
' I
ENGINEER OF WORK
,.:r::::; ~ ·:v, 1/-Z,f-t:>9 tfoo1'M lf:rffitLE, R.C.E. C60283 DATE
EXP. 06/30/06
SEE
DATE INITIAL
ENGINEER OF WORK
0
SHEET
---------7
8
I
' ' ' ' ' '
'
REVISION DESCRIPTION
HP
279.0
X
1
C
I
280.2 TG
2 8.5 !NV
2B0,5
HP
-
, ~~--
FI RE SUPPRESSION LINE
I
GF 279.8
277.47 TC 2 277.01 I
Q;j
~
FF= 281.3
PE= 280.6
' ' ' ' ' ' ,. '"' "" '<ri : 00 ,~ -' ' HP ' ' 2B. ' 9.2•·.-1.,....;
5.0'
280.3 7i
2 9.0 IN
278.33 TC
278.09 TC 2 27Z63 /NV
LU
LU
Cl)
_ _____ BB..07 _____ _ ------7
I
DATE !NIT!AL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
' ' ' ' ' ' ' '
' I
"AS BUil T"
-Zluf~ #5/JO
RCE lao.'l!.Y.2 EXP. !Lj.:ioµ-,8, DATE
REVIEWED BY:
<Z,., .... J -s-,l+J,2
IN,sPECTOR DATE ,
I S~ET I "CITY OF CARLSBAD LTI ENGINEERING DEPARTMENT 6
PRECfSE GRADING PLANS F'OR:
LOTS 61-66
CT 98-14 -PHASE 3A
THE BAY COLLECTION -(THOMPSONn ABA T Al
APPROVED BY: LLOYD B. HUBBS /JI" ~,z~•'ff~ ·...-i ·····-d.::,/.,s-c1TY ENGINEErf'pii£s EXPIREs:12/31 /O5 DATE
DWN BY: PROJECT NO.
CHKD BY: 1-:a:;--DRAWING NO.
CT-98-14 401-9K RVWD BY: I'.
....
LU LU
Cl)
' ' ' ' ' ' ,. ,..., '.., \<s \~
' ' ' ' ' ' ' ' ' ' ' ' ' ' __,__
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' __ ,
----35:1T_
CONSTRUCTION NOTES
Q) CONSTRUCT CONCRETE DRI\IEWAY PER SOILS ENGINEER'S RECOMMENDATION 1k PER WAIL ON SHEET 2.
@ CONSTRUCT CURB OUTLET PER SDRSD D-27.
@ COORDINATE AREA DRAIN PIPE WITH PLUMBtNt; PLAN TO AIIOID CONFLICTS.
,
I
5 -79'
' ' '
,,
' ' ' '
I
I
I
0
r---r--. r -ttl
Cl)
SEE SHEET 8 SEE SHEET 9
NOTE:
1. HARDSCAPE FEA 7URES ARE FOR
PRECISE GRAOE ELEVA 710N ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=0.005.
~
CONSULTING
20' 1(]" O' 211 40' - -GRAPHIC SCALE: 1' =20'
PLANNING ■ CESIGN ■ CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD. CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
ENGINEER OF WORK
TI~M?im. R.C.E. C6t{;,f'{x?f
EXP. 06/30/06
"AS BUll_T"
DATE
REVIEWED BY:
PECTOR DATE
, -----+----+-----------------t----t-------i-----i-------------------i I SH5EET I CITY OF CARLSBAD ~6
r-'.==::='.-'===.EN::::'G::::IN:=E:::E:::R:=IN:::::G=.D=:EP=A::::R:::::TM:::::=EN::::T====---'=~==~
PRECISE GRADING PLANS FOR:
LOTS 67-72
CT 98-14 -PHASE 3A
THE BAY COLLECTION -(THOMPSON/T ABAT Al
APPROVED BY: LLOYD 8. HUBf?S
CITY ENGINEER XPIRES: 12 31 05 ~~£
5, oS/a5 7'7""
DATE INlnAL
ENGINEER OF WORK REVISION DESCRIPTION
DA TE INITIAL
OTHER APPROVAL CITY APPROVAL
PROJECT NO.
CT-98-14
DRAWING NO.
401-9K
060105
'021705
-
~
(/)
0
®
' ' ' ' ' ' ' '
' ' '
' ' ·--i
' ' ' I
'
' ' ' ' ' '
-
--~-,
l
--·"--·~---
.
-
' i
299.0
HPx
8'±
299.0 ~--~ HP __ ,---,'--=--~
-FF= 299.7
\ ... _ Pf= 299.0 I 2;8.7 TG
297.6 /NV
CONSTRUCTION NOTES
•
--\ZllJ:W:UNY
I
11
CONSTRUCT CONCRETE DRIVEWAY P£R SOILS ENG/NffJ(S RECOMMENDATION & PER D£TAIL ON SHEU 2.
CONSTRUCT CURB OUTLET PER SDRSD 0-27.
X
301.2
HP
I
-
I
i ___ ...!
14'±
i -
I
\
-\
-x300.9 HP
~-2 TGV / -;.:,6. 0 IN
I
'
ii
-3------
TOP Of
SLOPE
x297.6
HP
SEE SHEET 9
NOTE:
1. 1-IARDSCAPE FE.~ TURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
SEE LANDSCAPE ARCl!IT[CTS PLAN
FOR MATERIAL, COLOR, AND FINIS/!.
2 ALL STOF?M DRAIN PIP£ SHALL HA vf
A MINIMUM S/OPF OF s~o 005.
fl ..
CONSULTING
PLANNING II DESIGN II CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92000
760.476.9193 • FAX 760.476.9198 • www.RBF.com
2 287.01 TC
86.55 /NV I~~-L----s:c:;r----
I ,ii;•--=~-,------
1,; .,... --
' ' ~ ~
SEE SHEET 7
I I
\ I
\
I
I
\
I
' \
\
\
\
'
\
\
' '
r
. j
20' 10' O' 20' 4-(f --GRAPHIC SCALE: 1 '=20'
",I'\ S BU I L T"
DATE
REVIEWED BY:
" s-lfio.
PECTOR DATE
l----l--+------------11----1---1---1-----t I SH6EET I CITY OF CARLSBAD [SHms16 ENGINEERING DEPARTMENT l__l§_j ::===-:=:==========='-:==~ PRECISE GRADING PLANS FOR:
LOTS 73-78
CT 98-14 -PHASE 3A
THE BAY COLLECTION -ITHOMPSOI\I/T AIBA T Al
APPROVED BY: LLOYD B. HUBBSQI"'
l----+--+----------------------l----+------1-----1----1 1,A~.t:~~•~•e~t?.f;~-.l!~~~~jl[,,t!~"'-!ll§i('-----o-" .;v.1Al/...sr;._
CITY ENGINE8' PE23€9 EXPIRES: 12 31 ::, rfi -
0, 0 O,> -r-r
DA TE INITIAL DA TE INITIAL D
ENGINEER OF WORK REVISION DESCRIPTION I OTHER APPROVAL CITY APPROVAL
OWN BY:
CHKD BY:~
RVWD BY:~--
PROJECT NO.
CT-98-14 I DRAWING NO,
401-9K '-----------'
060105
021705
-0,
\
211 111 11 211 --GRAPHIC SCALE: 1' =20'
CONSTRUCTION NOTES
, . ; -·
// ~
4(/
---------. ---
• J ,
' '
(]) CONSTRUCT CONCRETE DRIVEWAY PER SOILS fNGINEER'S RECOMMENDATION t,; PER DETAIL ON SHEET 2.
@ CONSTRUCT CURB OUTlH PER SDRSD D-27.
@ COORDINATE AREA DRAIN PIPE WITH PLUMEJ/NG PLAN TO AVOID CONFLJCTS.
NOTE:
1. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=0.005.
. • \
\ • . • ' • • •. . . ' ' " ', --' ~ '--., ~-,. ' . '· -.
Ill Ill II
CONSULTING
SEE SHEET 9
v
D
0
SEE SHEET 11
PLANNING Ill DESIGN 11 CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
-----------. ---.--· -.--1-\ ----\ -. ....-;-.-. -------------~-------\ \ ---~-----\------:,_ ----------\
' •
. .......-\--
·-
5/03/0., -r-r Ii\ /f.l!'VISE" '-Or 83 HOl.lSE" le/..E'V.
DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION
'060105
021705
"AS BUILT"
7&174,,r,V4 #r,lca
RCE ~12:z,i3 EXP. ,¢¢.1 DATE
REVIEWED BY:
<:Z . .,.c.t..,.,t...-.. A ... sL._-,../11-
I1',Y-,PECTOR DATE
I SH~ET I CITY OF CARLSBAD SHEETS
16 ENGINEERING DEPARTMENT
PRECISE GRADING PLANS FOR:
LOTS 79-85
CT 98-14 -PHASE 3A
THE BAY COLLECTION • ITHOMPSON/T A.BAT Al
APPROVED BY: LLOYD 8. HUBBS #Y
4 rr , ... ~o 1-•~=--< ~fn...S: CITY ENGINEE; E23589---;,IRES: 12/31 /05 D TE
~'fits AA'w_ DWN BY: ________
I PROJECT NO. I DRAWING NO. DATE INITIAL ll'llTIAL CHKD BY:~ CT-98-14 OTHER APPROVAL CITY APPROVAL RVWD BY:_ 401-9K
LU
LU
Cl)
' ' ' ' . ' " ' "' ; . -~ '
' ' '
' ' '
.;H 2
--~2ffax ~!-,-.z"';;;;c;,1-d,;,. /
269.7
I-2695 TG
2 B. /NV
f-
_,,,_,_ --+-------1:c~7-~
/ w
' <D --"'
CONSTRUCTION NOTES
0 0
0
CONSTRUCT C0NCRUE DRIVEWAY PER SOILS ENG/NITR'S RECOMMtNDATION & PER D£TAIL ON SHEET 2.
CONSTRUCT CURB OUTLET PF:R SDRSD D-27.
COORDINATE ARE'A DRAIN PIP£ WITH PLUMBING PLAN TO A\IOID CONFLICTS.
I I
-lj
l
HP
269.4
269.2 TG
B.0 /NV UFJ~ \J!!!}
269.0 ~
266.9 I -------------------
44.87'
NOTE:
1. HARDSCAPE FEATURES AR£ FOR
PRECISE GRAD£ ELEVA 170N ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND RN/SH.
2. ALL STORM DRAIN PIPE SHALL HA V£
A MINIMUM SLOPE OF S=0.005.
11 11 II
CONSULTING
26B.5 TG ...............2,.-1-.+~
41 XHP -
-;... 268.7
RIM 266.36
.;H
Qi -. )~
---------
7
IMF'ROVEMENTS PER DWG 401-9H
·------i>----l--__ -
2 285.27 TC
2 4.B1 /NV
----. ·+-------------
271.0 TW
265.1 TF
5'± FF= 267.9
Pt= 2fi7.2
----9----1--,.~,.,,
0r r-l<';irn.--mnl
9.
I :
' '
I
HP
2 6.5
I \
L __ ------------11.1 '
-----------------------+--f-
270.1 TW
265.4 TF
-
270.1 TW
264.7 TF
-
266.4
HP
I 8':t GF=266.7
265.7 TG
264.5 !NV
GF~266.0
I 2tss.5
265.7 TG
6 -4 IN
' ' ;
' ' ;
'
0
LU LU
Cl)
MODELS
PLANNING S DESIGN Ill CONSTRUCTION
5050 AVENIDA ENCINAS. SUITE 260
CARLSBAD. CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
ENGINEER OF WORK
"'f~fo·•,--lw_·/(,·Ot Tl~ M. fRIEl.t, R.c.t. C6 83 DAT
EXP. 06/30/06
20' 10' D' 20' 4D' DATE ---GRAPHIC SCALE: 1' =20' s)-,./4...,
DATE
, -----t----1---------------+---+-------t-----i------i I SH8EET. I CITY OF CARLSBAD ~6
,____ ~==''--'===EN::::G":::'1::::NE:=-E:::R::::IN::::G==:D:==EP=A=R=l=M::::E=N=T==:::'..':L_!U===;
PRECISE GRADING PLANS FOR:
LOTS 86-92, 102-108
CT 98-14 -PHASE 3A
THE BAY COLLECTION -ITHOMPSON/T ABAT A)
APPROVED BY: LLOYD B. HUBBS or i,&~~<~=~t~~~d~~~~~~e~·c~•~~~~~-;;::-;:-~~
CITY ENGINEEVPE £sir EXPIRES: 12 31 05 DATE h~~?£t;Q'.:=:$'.S:~~~~~Li£d!~~i~:R=====~:::;~;+;;;;~=1~~~~~~~ ~::::;:=====:;-;::=========':::::::::=======;;~~~ p$ i:> i:>5 _.,-.,-I /(ltV!Sc U1 I0/5' I/OIi.SE' E/..1:Y. DWN BY: -,.OJI'---PROJECT NO. DRAWING NO.
DATE I INITIAL DATE JNl11AL 111AL CRHVKWDD BBYY:. -"i:"'t---1 CT-98-14 401-9K ENGINEER Of WORK REVISION OESCRIPTION OTHER APPROVAL CITY APPROVAL
060105
021705
00
41,)'i
~
61.43'
76.58'
2 286.37 TC
285.91 /NV
----·
' ' ' I
' ' ' ' ' '
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
,
9'
I
~~~~~-c
LU
LU
C/)
2'
UFU ~
--------
I
I
I
CONSTRUCTION NOTES
' ' ' .. ------
• • ::-' ,,1 ' ~· _, f
' ' , , , , ,
I ,
'P
291.4
OPT.
D£CK
G) CONSTRUCT CONCRE:TE DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2. 0 CONSTRUCT CURB ounu PER SDRSD D-27.
@ COORDINATE: AREA DRAIN PIPE WITH PLUMBING PLAN TO AVOID CONFLICTS.
SEE SHEET 6
r-,._.-,,..,_ffp
7 !(/ .
~
·• •• _. / <6,J ~ -, ......... .......___ -..... __ ...... '""'-~
".{:l) 4·
'.-~::-~C;·":_~-~
,
' /-, , , , , , ,
' , ,
' ,
' ,
' , ,
' , • ' ' '
SEE SHEET 7
NOTE:
1. HARDSCAPE FEATURES AR£ FOR
PRECISE GRADE ELEVA T/ON ONLY.
SEE LANDSCAPE ARCH/TfCTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=O. 005.
II II II
CONSULTING
PLANNING II DESIGN II CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
I
I
tmfif 4-·~1 r
ENGINEER OF WORK
~-U::e{'E!'. /~/£,-~ ~M. THIELE, R.C.E. 0283 E
EXP. 06/30/06
29 HP
7
'±
---
/268,J:;d'c /
('\, --·-' ,/'
267.9 INV ·2
//~
/ .
/ . ,,x /',:-,_
/ •, • / ·· ....• •, ' ,/, ' /' ' ',.' / ',
-.,/ /' /, ... --~,:s
. . ''\., --_-/
/ • '',>
----
5/o3/o5' r--r 'I\ l/liVI$£ LOT 96 llovU: £u,v.
DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION
' ' I
' ;,, I r;;: :g
'
' • , • • , • , •
' ' I,
DATE INITIAL
OTHER APPROVAL
0
I
I
0
..
~~1. E
,
'
I
.
' ' ' ' '
/
/
/
-~---------
~
CITY APPROVAL
I
IJJ
LlJ
Cl)
2(1 1(1 IJ' 20' 40' -GRAPHIC SCALE: 1' =20'
"AS BUil T"
7tk;'ZM4 i/s;ln7
RCE Wl23_3 EXP. o/3~/¢ DA1E
REVIEWED BY:
$2,.e...,.~ .1. L:1:-La ___
it;;SPECTOR DATE
I SH~ET I CITY OF CARLSBAD CTr] ENGINEERING DEPARTMENT 6
PRECISE GRADING PLANS FOR:
LOTS 93-101
CT 98-14 -PHASE 3A
THE BAY COLLECTION -ITHOMPSON/T ABA T Al
APPROVED BY: LLOYD B. HUBBS'91"
4 < re $-At:"~ '1E-7ai: 1"
CITY ENGINEER"FE 2358EXPIRES: 12/31 /05 DATE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: ~ CT-98-14 401-9K RVWD BY: C
060105
021705
I
I
I
' ' // -" / \j't /
"" I
,1, I
I
I -I
-I I ....__ ...!
I
I
--·..J 3BR
16 ·1 7i .;,lG -!!£ <1 ;,_ ;,
X
109
_,, .?
"'2-1'8.s "117
--/
:::::-"---
NV --
--64. 06 (6. ~,
--_,__,,
-:---.. 4 -<,,___ 28.
----------. -~7'::::.-:--~
-X <,,;;---,-~ i-iP . .J • ' ' --*..,
~ ,, ,_ -..... '. .. , -r--,-,, ~, \ ---~--:!.---j I
. .. --' -------------------
' ' \ I
' ' ' ' :-
' '
i I I
'
I
SEE SHEET 7
231. 1 TG ..,
30.4 INV ~
HP
233.2 TI/
2 9.2
230.6 TW
229.2 TF -----\
·~.-;11 ~.+Ir" ·.::~--:..· .;::.~-:;_:_J§i;f/!$L--~ "j;f§fS ~-·
~ 230.2
,
' ' ' ' '
GXHP -
A-"!¥-'-c!*-l~NV'"" 229. 9 TG
I 228.9 INV
5'±
I
9. Hf'
228.9 TG
-------1 I
I
Gf=229.4 )
I
I I i:
. ,!
! ff/
I ' I
'; i
' I
/ /
J //
/, !Ji \
227.9 TW
227.4 TF
230.0 TW
227.4 TF
I
1/
CONSTRUCTION NOTES
/
/
I
-<k'i ~--<,_v
/
/
/
--.":ii:--._ ' ---; RIM 227.21------
G) CONSTRUCT CONCREJF. DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & Pm DEIAJL ON SHEU 2.
® CONSTRUCT CURB OUTLET PER SDRSD D-27.
~I
---~" -~,,
/
-... --1-J ---~111---.--1--~~T~El=--A-Ai.-L _.-L.r:J::\..,sr----;,--+--a·ss
''-'· "'-.RIM 229.52
IMPROVEMENTS F£R DWGi401-9H
. I
NOTE:
1. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
S£[ LANDSCAPE ARCHITECTS PLAN
FOR MA 71:RIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=0.005.
II Ill 11
CONSULTING
SEE SHEET 13
PLANNING 1111 DESIGN II CONSTRUCTION
5050 AVENIDA ENCINAS. SUITE 260
CARLSBAD. CALIFORNIA 92008
760.476.9193 • FAX 760.476.9191l • www.RBF.com
ENGINEER OF WORK
~ -7.?uie:.. ~-z9~( TI M. THIELE, R.C.E. c 2837:JA
EXP. 06/30/06
\ ' \
-~\ \
\' \ ·{:\ \ \\ \ ----"!{ -,
---·~-+---', -:5 \~:\ \
' . ---'\\\
\~~\ \
'{:-\ \
\\'; \\\ \
' ~~~ ,'-:~\\\
'v v:;:~ :-..........., •::\\ ... ---,_. " ,,, ·--•• ·1, • ,',\\
0~ ~-\)('',,,_ ->:,\). . ----. . (,\, ----" ,---::::-\ \\~ \\, \\
',,l.J,--~
' 4A -, ,., \
"" (0 ll
'¾. \
\
:1 . \
116 . '
\ z2s.1
~"" 227.4 I:"'
I
-7.1 .€>
... ---· _,
\' :. /
\ ll!i·
---Gs
2rf 1rf O'
' ' •.\\ \t \>.
\\\ \!
'<:<\· ',
\ \
2rf --
a
4(1 -GRAPHIC SCALE: 1' =20'
SHEET
10
\
\
•
" \\\
\·:~'., ___ r .
<:-\ .
/
/ .... ....
/ @'--.... ... ,
,, A~ ~ BUil T"
tl::
Cl)
'-.
/
-lihrz..4a4' 1[/~/47
RCf 14J2z;f? EXP.fRJsijA___ DATE
REVIEWED BY:
,......,_....L.s,,
SPECTOR
CITY OF CARLSBAD
ENGINEERING DEPARTMENT
DATE
SHEETS
16
PRECISE GRADING PLANS FOR:
LOTS 109-121
CT 98-14 -PHASE 3A
THE BAY COLLECTION -(THOMPSON/T ABAT Al
APPROVED BY: LLOYD B. HUBBS$J-
1----+--+---~---------I---....._ _ _,__-+ _ __, 14A~~4~r1~~-~~~12u~~~~~~~o~i~..<"L ____ ~/4.r
-~ CITY ENGIN~E235fef9 EXPIRES: 12 31 ·05 "'i5Xii
DATE INITIAL
ENGINEER OF WORK REVIS!ON DESCRiPTION
DATE INITIAL
01!-IER .APPROVAL
DA TE INITIAL
CITY APPROVAL
DWN BY:~~~
CHKD BY: fs:f'
RVWD BY: CIO
PROJECT NO.
CT-98-14
DRAWING NO.
401-9K
.021705
-0
0 --
\
\
?El
{
A ,-
1
I ,
~
CONSTRUCTION NOTES
(D CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2.
@ CONSTRUCT CURB OUTl.£f PER SDRSO 0-27.
NOTE:
1. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
' ' , , .,
'
@ ' ' , ,
g ' ~ ' ' , cs ' "' ' -,
'
P J-JASP
SEE LANDSCAPE ARCHITECJS PLAN PLANNING II DESIGN II CONSTRUCTION
FOR MATERIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=0.005. 5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
C □NS UL Tl NG 760.476.9193 • FAX 760.476.9198 • www.RBF.com
' '
\
\
' ' ' ' '·
\
-_,•~',,,.,,,,
' ', ' ', ....
,/_/
' ' ', ',,
',,
', .
/ ',,,
'----,/
',, ', ;,, .........
0
~ '·,,,, -.., '--., ""'"'' ',,
' ' ' ' \ '
\ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
',.
' ' ' '
',,,
•,,
~~, \ ~ \
. _.;-
" , . , . , , ,
/
/
~
.......
LU ~
(/)
ttl
(/)
--GRAPHIC SCALE:: 1' =20'
" AS B U I LT"
-Jiw(~-=---. 1/4-/47
RCE ie/J2%3 EXP. /P'/~43/aH DATE
REVIEWED BY:
-< C::--e. M.J,.....;,
I PECTQR DATE
1-----1-----+-----------e---+--l-----l------l JSHECT71 CITY OF CARLSBAD I SH1E6.ETS I
::L_]J_j==::::..:=:::::E:::N::::G:::IN::::EE:::R:::IN::::G':::::::D::::EP=A=R:::TI:::.1::EN::::T:::==::::'..'===:::
DA TE INITIAL DA TE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
PRECISE GRADING PLANS FOR:
LOTS 141-152
CT 98-14 -PHASE 3A
THE BAY COI.IJ:CTION • (THOMPSON/T ABA T Al
APPROVED BY: LLOYD B. HUBBS $'I'
CITY ENGINEE PE 235 :X~IRES: 12 31 05 ~~-
DWN BY: ~~-PROJECT NO. DRAWING NO. ~~~ ~~; B;Js CT-98-U 401-9K
021705
(i)
®
,...... ,-..
-----------------
CONSTRUCTION NOTES
4.40 ' \
' ' '
CONSTRUCI CONCRETE DRIVEWAY PER SOILS ENG/NE£R'S RECOMMENDATION & PER OETAIL ON SHEET 2.
CONSTRUCT CURB OUTLET PER SDRSD D-2 7.
\: ,,,,"
\
NOTE: :1
1. HARDSCAPE FEATURES ARE FOR
PRECISE GRAD£ £LEVA TION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIP£ SHALL HA\£
A MINIMUM SLOPE OF S=0.005.
z()6.5 iG
z04.5 iNV
1-
1,
i _;
CONSULTING
~
-......i:@s
20' 10' O' 20' 40' -GRAPHIC SCALE: 1' =20'
PLANNING Ill DESIGN RI CONSTRUCTION
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
76(1476.9193 • FAX 760.476.9198 • www.RBF.com
ENGINEER OF WORK
~ 74:ir -___ l/·2'1-cwf. TIMOT. Y M. THlEL.E, R.C.E. C60283 DATE
EXP. 06/30/06
3 !00'
\
\
1
\
\
\
\
\
\
\
'' ! ,1
I "
'
')
'!
' / >-; ! _ .. >1-, ""i"
'' 1 I
' , I
-; I
I I / I I
'' , I . ii . '
'
I:
If
I
I I
i I
I
I
I I
I
I I
i I
--....
' ~ i
"" -<ti "' I
I
_j
' ?2
I d;
"AS BUil T" --?05---
DATE INITIAL DATE INITIAL DATE lmTIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
_.t(s-/4J---
DATE
PRECISE GRADING PLANS FOR
LOTS 138-140, 153-156, 206-212
CT 98-14 -PHASE 3A
THE BAY COLLECTION -ITHOMPSON/T ASA TA)
APPROVED BY: LLOYD 8. HUBBS er
,4 ~ .. .,, v L ,_,.~ o ·,r
DWN BY:~~-
CHKD BY: &,!,:. ~
RVWD BY: ~
PROJECT NO.
CT-98-14
DRAWING NO.
401-9K
.120205
021705
I ;
/I I
I
I I ,
I I , I
I I
I
2 22a29 re 227.BJ /NV
,,,-:::.---::::2::::28.==0=4::::::::-:J::::-,
6
l_/
\
i
, 228.60 TC
228,14 'NV 2
. 4 FS
-----------
u
,L9TZ
i
229.14 TC 2
228.68 ll!IV
\
L
\
IL'Ot
2 229.51 TC
229.05 IN
HP I
231.D
FF= 231.B' •~ '
----iA
. •' ,;., iv'. r·/· .. "
"' ~__;"';J; --· •' ..... \ \' ! ~·-I --,=1
\ i, 219.25 TC 2 ,.\\ , \, ►\
_ 32 , ; · • 18.79 IN / \ , , 219,j,3
i-J,--_.,;,_~c--~:11 \'' ' -Ji.-' -:::':iil--t-1 \'\ ~ 5 ' \ ./ ·. \_•~;)r
1 •// \""" \\\-, ' ? I _, .... -~ \\\ .,\ ' \-,\-, / ----~--" \'v' ' \ \"' ---2 -_ _,/', ,' .a /.:.iv;, .~-•, ---· -.. _ ___J___ •·-+-20--.. ~ ., ,,¼ ~ ~-_,..J -:,.,(' ,,.,,,. -------' '»'"-""'' -,_ ,,--217.96 Ii--,-' .' ·-'\>,,. ·(rr ' -" ',, ·----21 ,·
~co / Y ~ ":,___-217.50 IN, \ ---~ -.J t,. ----.,_ --_ ~-----------'.Ll.l..lL-'\-· --+ +_-_ /.J.,,-_-+-
-
PE= 231.1 I
HP
231. f'
230 9 TG
229.7 /NV
1HP
231.0
IJ i I .,
\
~~6"STEP~
231.2
p
FF'= 232.0
PE= 2J1.3 1 Jr,
231.g TG I \
229. IN
4
,·------
' ii
' ' ' '
I
I
I
,,
.
~
cn ~ /£::?>-/ <P~\ ~~:~;CJ:'~-Rs1t-..,,.J"'I'-"~~ -------~-=~--,~~•------· '2;~.3 J:--·-····-
, 216.99 Tm._ . ~, .··_. .~iJ,;;;,~,!,:(1,~J,~~g~-------,1-.J J IMP. PER 401-9H .• 16.53 IN · -·.r:: .. -·.·Ji?:.; , •-_j~l--+-:-~:-:::.--r-:::~-;;;:;;-;~:· 8·ss;J~J:.l~i.j~.=f+---r4 -----i-
215.81 / ~ TC ! 209.8 r-~-!3i TC ,, 213.46 TC 2 210.10 I , n~ , ~, . 2 209.64 IN ' 09. __ ,,. .. _ .. --, w ,.,/ -,, ; ---►r ,. . .,._ "'t" ,,,__ ,,---r--"" ----,.=-_:_=' -------,; ,,
...._
LU ~
(/)
Llfil /// ""\:> // "' _/:"",,~=.t.· llJlJf _ii/ ~J/ ; . i1, 1 : I ---2~4; ;~·-44 · Ff -11 --+-~ -----'+'-·1jj2~00~.~0JTF~~~05~1~FS~==---:rtr-=--'-·1--=·~ ~-
·6' ~ ~ // ?q ~-f:!f:.._,..,_L__;,...__i" ! 276.9 /NV : ! I I 214.8 /NV ~ ~1 -42 ' 1. .97' ------~-1il9 -----.46 FS i<: "~ 111. ' ' 1-.. ,---1 11 FS 64. 1J' 6, --' A
'> ~...., " I i I ..,. \ -. I • 7,.?-,,. , :.;~:l"dr--c-,,u ·'6g , 1 ·:, 1 I 216.0 -I : l ~, Mtj! -: ;:: ~ 11-~I
"'> .,:;;,;'q., ', '""'-''"' ,v .,., ;-; ~i GF,,218.9 / ;-T'l 14' i ' 1 _-,,-l.4 1-\ __ ,.;..:..."....:::~li· : J~ _.. -( ~I ~
CONSTRUCTION NOTES
0) CONSTRUCT CONCRITE DRIVEWAY PER SOILS ENGINEER'S RECOMMFNDATION & PER DETAIL ON SHEET 2.
@ CONSTRUCT CURB OUTI.ET P£R SDRSD D-27.
II 5.o' '\...'.)----...
.·.·.-/ r-~·--=;"'-.,...._ 2339, I 216.0 15.8, GF=215.0 -1 I I 2H1P1 0
• ~ . 218.6 / I 1,1:l I 1,· \ ,_ • 216.2 I I i I -212.9 : ~~-1 I --.: . : GF=210•8
_/ I I ffr 219_;,:, ~ / I : 'P I{" • "' HP i, • JEP I ':! l HP : __ ..., i1 , HP i ~ 5.o· Lil i HP / 1/ , C .,,.,, -I I 'f ·: I \~ -~~1 ~@~·:, . :j ;.;:,;,, __ J -I I ""' I 235 l ! :,~:'-'
FF'= 213.9
PE= 21J.2
/\/,/ ' ::: I 21s.2 Vi=~~~:~ ~~-2 5'± :1_: / 3~ '.:~ FF~32166.02 3.6 HINPV I~ : , ..l-"=HP-1 ~~7. f ,-i:/v HP 209.1 JNV
,,/,/ "HP -2/SJF:!.J/;1;~;;;=-l,~=:=-c-f[L-.1:r--2-,s.-4-r,.c He "' i-----~1 CD~ r~ I I I 1ti ::', ~~ ~' ' ! ::;_, a'•"" "" -ii I "'' ~.. " ! vi ;;211.1 ~: ~::J
t.55.§9•---------i.... .... ~ ...... ~ \ \ \ ,-~-. HP :: _ . i 214. INV ----~"
\ \ -,.HP ·------•~•··---215 \ • [;S' \ \ V , ... ·• -•'~!t;; l,-___ -----215
T
. J -·-. --·213,b TG
J ()IJ.18 /NV
....___ HP
21J.l,.
' , , -, -----------,,, _____ -
---212.9 TG
~ 211 9 NV .
----;ti -____ , _______ --··----·-~-~
'
' ' I ,
L
-12.3 TW
2090 .
-
t
I ____ _
210.8 TG
209.6 /NV
~)(HP -';'.'l 211.1
;P..f -.----------
205 ~·
,i;:;;;.;:,,~.,.,.-c-l g/ \ ' ' ------------------------·-----2.os·---:-\ -------.. -
NOTE:
1. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MA TERiAL, COLOR, AND FINISH.
2. AU. STORM DRAIN PIPE SHAU. HA \,f'
A MINIMUM SLOPE OF S=O. 005.
CONSULTING
----~~ ~ -··
FL.ANNING II DESIGN Ill CONSTRUCTION
5050 AVENIDA ENCINAS. SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
"-----····~~ --~--
1,/.,1JQS. ,r,
DATE IN/11AL
ENGINEER OF WORK
--·--
, I ' '
I/ii. Al>t> l!,tlc,,1 'Ol'ftl¼ .ii,/__ I ~ DATE INITIAL DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL CHY APPROVAL
10.7
----@s
20' O' 21:t
GRAPHIC SCALE: 1' =20'
"AS BUll,.T"
_fkvf~& ,,//_1/t17. ___
RCE foOZ5?3 EXP. o/°,f/4: DATE
REVIEWED BY:
( } ' -S/"f-/~,
INS~CTOR DATE
LJTJ 3 CITX1N£!c ~E~~rt~~AD. [S~E~TS_J
PRECISE GRADING PLANS FOR:
LOTS 123-126, 234-241
CT 98-14 -PHASE 3A
THE BAY COLLECTION -(THOIIIIPSON/TABATAI
APPROVED BY: LLOYD fl: HUBBS iJ 1' «ros A ( e£.:c-~ ve---~. CITY ENGINIT PE23 9EXPIRES: 12/31 /05 D TE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: ffi
RVWD BY:-~ CT-98-14 401-9K
E Q
..
. 02i7G5
092205
C ~ ... (i) (.,)
0 .l:=i,. --0 °' -I
"'° "
lLJ
LU
Cl)
J .....
\
I
f'-\ , ------
-/,,,-Lr
f
{
------(½; zz --.zr·6t ~ •
229.0 TG
22 .4 IN
FF= 2JO.O
PE= 229.J
±
\
\G c..
I ' ' ' ' ' ' ' ' ' I ,
t.---
I 1 ':;J;
, 14
' i ' \
' ' ' '
\\ ' ' ' ' ' ' ' ' 1f~ ' • ' ' ' ~ •
----'--2"'1=s.orw
212. 7F
--•+----=:::-::r-:--::~=
.. ··---····· ·---· . . . . .. .. ----~·::
a::Jlll!IIL. 11111,c 1-1111-=----· ,rso·-... ...
';;J!ll!IIL''
\
;Ii ---·
' ' ' •
' ' ' I /_ ---
\ \
\
' • \ \
GF=228,0
HP
22 · I
I
----~-~ . 211--:lrii .... RIM 206.12
207.0 7F 205.7 Tf
r=
,!IL '96
233
245.54'
CONSTRUCTION NOTES
(D CONSTRUCT CONCRETE DRIVEWAY PER SOILS ENG/N£ER'S RECOMMENDATION & PER DETAIL ON SHEET 2.
(V CONSTRUCT CURB OUTI.ET PER SDRSD D-27.
SEE SHEET 10
,,//'
,/
, , 6"
,. ./' -;;:?
. ___ .,.,,,.,,.,,,,,.
/ ✓•
.,,,..,,--
','-<'I'!'<&
' '
' ' ' ' \
' ' ' '
' ' ' ' ' ' ' \
' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '
>(' _,___-J
, '--•,.
I ,
/ /
,
I
\
'
, , , ,
,
,
/
, , ,
, , , ,
, , , ,
, ,
, , , ,
, , , ,
, , , , , , ,
, , ,
/
, ,
·-.. ~ ~
, , , , ,
/t , , , ,
I
I
I
.7
L
\
\
\
I
\ ,~1 ~1 ~ -'------; ·-----\
I"' 1 '° ~ . 53
I
· · HP \
210,6 \
GF= 5'±
HP
10.
2
FF= 211.4
PE= 210.7
HP
210.6 210.7
-xHP
21
41 -;.. 210.3 TG
"' 09.1 NV
I
11
\ \
\
'
• ' '
I
\\
\\
-.. ------~·n+------· -_-_--_-_--_-_-__ -_--_.·, J) ..
I
I MPRoVEME•;.,, '"5 PER 401-SH
201.68 TC 2 201.22 /NV
I :'"'-r---+ ·-r-8" W-
~.6 j TC -----7-.,~,-----1-~·--1---_ 1 1)
LO ,.....
I--
LU ~
Cl)
tlj
Cl)
2 ,200.181/NV 200.50 TC 2 I 199.02 TC --s-:r-Rc.r T_--1i--F8" SiS---+----·-+t------h --1---. -L_ 200.00 iNv 2 198.56 iNv a;;;;i;;;-r-I ► r
NOTE: ---... (3g
1. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVATION ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND AN/SH.
20' UY O' 20' 4()' -
2. ALL STORM DRAIN PIPE SHALL HA VE
A MINIMUM SLOPE OF S=0.005.
f ...
CONSULTING
GRAPHIC SCALE: 1' =20'
PLANNING III DESIGN III CONSTRUCTION
5050 AVENIDA ENCINAS. SUITE 260
CARLSBAD, CALIFORNIA 92006
760.476.9193 • FAX 760.476.9198 • www.RBF.com
ENGINEER OF WORK ~ ~•<r -//.~d TIM07' ~RIELE, R.C.E. C60283 ATE
EXP. 06/30/06
197.6 /NV
,----------! 197.5 I
' I
---
·:1:
I
II. <o
I
"' I gi
l
l
... ---~-
1
I
' ' • ' ' '
60. 1
! _,._J
~ I
I
I
I
"AS BUil T"
DATE
··-·-------· !-------------------, REVIEWED BY:
1--------.+-............... f-.----------l---l-----l---l---....l fSHml I CITY OF CAf{LSBAD l_J_U ENGINEERING DEPARTMENT
fSHEIBl LJ.U
PRECISE GRADING PLANS FOR:
LOTS 127-134, 228-232
CT 98-14 • PHASE 3.A
THE BAY COLLECTION -(THOMPSON/TABATAI 1----1-----t----------·--------------...J---+--l-----J.-----t ~======~~~~~~~~~~~==!
APPROVED BY: LLOYD B. HUBBSOY'
DA TE INITIAL DA TE INITIAL
ENGINEER OF WORK f<EVISION DESCRIPTION OTHER APPROVAL C11Y APPROVAL
~ ~iiNE~ ~~S: 12/31/05 ~ir~
DWN BY: ___ ,
CHKD BY: J3.l.f.,;-..
RVWD BY: c
PROJECT NO.
CT-98-14
DRAWING NO.
401-91(
060105
,021705
Lu
Lu
(/)
'7 ~--_30'
__ ,>,,_
196.90 TC 2 196.44 /NV
t±J' ;tJiJ1~97~H~flW")_{_tc_;::::·--=--=· :,"4 I
. I
I : 197.6 TG i ' : 196J !NV I
FS
1!
I
194.7 /NV
HP i 196.4 _l ____ v--------
!, I /IT',,rH'i;P I HP 197.8 ® 1Y7.8
I 197.6 TG ~ !I I _;--.t-227 196.0 /NV
ii
I !I
~ I::,! I FF= 198.6 L PE= 197.9
197. TG
, 196. /NV
ii
'
HP
V-?'/,~-~--,---,-, 197,8 I
I
19 z OPT D~CK 11
\197.6 TG x "'I ) 196.9 !NV HP..,..., 197.6 TG
197.9 ~ -196.4 INV ) _____________ ,_ ·----~---------
--
'
ii ' ' ' ' ' il
' ' '
! ~ co __,,.... ; ~QPT DECK I~.,.
' 196.3 TG HP ;H -~ 196.3 TG
i 195.6 INV 196,6 X-"' _!?5-~_lt:JV __ -------------
----
CONSTRUCTION NOTES
(i) CONSTRUCT CONCRETE DRIVEWAY PER SOILS £NG/N£ER'S R£COMME.NDA110N & PER DETAIL ON SHE.ET 2.
@ CONSTRUCT CURB OUTLU PER SDRSD D-27.
-200--
NOTE:
1. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVA TTON ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MATERIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HA VE
A MINIMUM SL.OPE OF S=0.005.
.
SEE SHEET 10
\ I
\
'}'// ! ✓; ( (
11-0;~·, '
--
-"""'1B(G:s
20' 70' ()' 20'
GRAPHIC SCALE: 1' =20'
'
' ' ' ' ' ' \
\
' ' ' ' ' ' \
PLANNING II DESIGN ID CONSTRUCTION
~
@192.09 TC 2 191.63 /NV\
ENGINEER OF WORK
I
I I
'
---_.-----201. 41 TW ~-194.01
194.4 TG
192.6 I V
HP
19 ,6
194.3 TG
HP 19 .3 JNV
4,7 -.... HP
194.6 EW 19 0.1 INV
FF= 195.4
PE= 194.7
I
~ HP
195.3
195.1 TG
193. I V
---i l , I
I I 7"-1-95JJH!i;Cf fFd 196. I I I . PE=t95.4
10 ± GF=195.6 -'
1:..
HP I~
95.J "'
195,1 TG I\ ~
193.B NV --HP
195.3
6.0'
\
.i,.---=~W I 19 .
I
.46
.00 IN
3 44 TC 193.70
9:),:98 /NV 193.24 !NV
/ 2 193,
i / 193.2
192.9 TC ' •
I
/
' ' 7' ' I 21'±
. ,
I
I
192.4'7 /NV q 2 ;i:1:1 IN
192.85/TC 2 / • _,. h-4-·--\t'.7. 192.3!1 /NV / :!: / · -.iii!Hl / .
---~ .---a· w-· -· , ¢ 2· 193.B5 rc·--J · / J,-1.9 /9 ,~y/ , 192.20 TC 2 :.
191. 74 /NV !
2 192.68 TC
192.22 INV
i 192.58 ;Fs__,,..,_
192.89
FS
1---\\" 1-...:::,,.j ;;,.::::.,::..:;;;-➔~--;--+-....,.;+~;;;~;;t; --8• ss;: -' \ RIM 193.69 \ .
19 .78 TC
192.32 INV 2
1
·. 193.6 '
2 ·193.19
2 /93.54\TC
193.08
_,,,,H_P7 \
19 • " si£P 1 6 ,,,..~-.
--' \
\
\
I
94.35' I
J --~ 19. ---f---1--+.:
~ ., !Bs.0
i,, 1/£;f \ ":__,4:!.!£ ii' ff!
-----}£ V) .----' ,20• ~ ~.J ----...... 1;/j!(J
4 TG
1 HP
9.9
10'± J
'
I
~-----190
"AS BU IL T"
¼ 7&(U,« o/5,"11>7
RCE (4,22$3 EXP. o/3q/& DATE
REVIEWED BY:
_ti'f'/rr
DATE
I
I
I
L.
fSHEEi7 CITY OF CARLSBAD ~
1---f---+----------------t---t---t----t---J:::~==5=='-===E::N:=G:::IN::E::·E::R::IN:=G:::::D::EP::A::R:=T:=M::E::NT==:::::...::~==6==:
PRECISE GRADING PLANS FOR:
------------------+----t--------1--·--·-+------I LOTS 135-13~ 213-227
CT 98-14 -t'HASE 3A
THE BAY COLLECTION • ITHOMPSON/T ABAT A)
APPROVED BY: LLOYD B. HUBBS
11
~
1111 1111 1111
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
~ ~r,;e--r M. 1Elt, R.c.t. JI-~ C60283 DA TE INl11 AL
ENGINEER OF WORK
DATE INITIAL DATE INITIAL
~~~t~~~ES:12 31 05
DWN BY: -~~, PROJECT Njl ;
CHKD BY:~-CT-ns_j.t1 DRAWING NO.
401-9K CONSULTING EXP. 06/30/06 REVISION DESCRIPTION OTHER APPROVAL CJTY APPROVAL RVWD BY: ~-;;:J' l:I ""
02.1705
c,.. -I
"0
~
I
I
CONSTRUCTION NOTES
\
\
n-
RIM 258.53
I
I
' ' '
' '
~1'±
' ,~
i ,
' '
GF=259.0
HP
259.0
HP
259.2
I .,.,21'/.',59~.o~ 258.0 /NV
'--2fe.3~
0 CONSTRUCT GONCRE7E DRIVEWAY PER SOILS ENGINEER'S RECOMMENDATION & PER DETAIL ON SHEET 2.
(g) CONSTRUCT CURB OUTLET Pffi SDRSD D-27.
__ .I,
\
\
r----
' ' ' -' ,,.,
_,..s-1.0-i--t: t -' ,__ ___ _
l-+'-+.---t10'±
I I
I
i: I
i I !
------....._,__ ----(0
--::.....-::-i) -.. ·-·--,,.....~_
HP
259.2 ' ' ' l l
257.5 :~ GF=256.8 5 11
I
' ' ' ' ' ' ' ' '
257.3 TG
255.7 /NV
I 256.8
~·sn:ps:_
10PT DECK1
-Z5/l.C,TG
257.8 /NV
/
NOTE:
\ t I
•
•
I
FF~ 258.3
PE= 257.6 69
I. HARDSCAPE FEATURES ARE FOR
PRECISE GRADE ELEVA 110N ONLY.
SEE LANDSCAPE ARCHITECTS PLAN
FOR MA IDIIAL, COLOR, AND FINISH.
2. ALL STORM DRAIN PIPE SHALL HA V£
A MINIMUM SLOPE OF S=0.005.
256.7 rG
25 .5 /NV
257.4
I
I
I
PLANNING ill DESIGN Ill CONSTRUCTION
Ill Ii II
CONSULTING
5050 AVENIDA ENCINAS, SUITE 260
CARLSBAD, CALIFORNIA 92008
760.476.9193 • FAX 760.476.9198 • www.RBF.com
I
L
I
!
9
------~.1-,--~,----1 l
l --. _, --~--!'f
• / ---t:_~~~~~~ -::.,jL ------
ENGINEER OF WORK
~762'---«~ TIMOM. THIELE, R.C.E. C6 2 A
EXP. 06/30/06
DA TE INITIAL
ENGJNEER OF WORK
' ' ' ' I
' ' I ' ' \ !
' \ ' ' \ !
-::.,,_~"---·-::.~-~ \ ~···' . '•l!ii!rt---. ----
""",...... -
--i:::::-~ ----.:::::_
'r---_
I
---·------/-------
!
I ·-.J
I
I ~~l) 109
/ /
I I
; :::::-.............. / • , /
' ' ' ' ' ' ' ' I !
' I !
' I
' '
-(.z......_ ----...
I
I
1B1
11(
(
1--
UJ ~
(/)
lJJ
LlJ
(/)
a
2cr ICY O'/ 20' 4CY --GRAPHIC SCALE: 1' =20'
DATE INITIAL DA TE INlllAL
REVISION DESCRIPTION OTHER APPROVAL CJTY APPROVAL
REVIEWED BY:
(
PECTOR
"AS BUILT"
PRECISE GRADING PLANS FOR:
LOTS 6-9
CT 98-14 -PHASE 3A
DATE
SHEETS
16
THE BAY COLLECTION -ITHOMPSON/T AB.AT A)
APPROVED BY: LLOYD B.i,,. H!l!Ue!!B~.si.s_4_:r--,-;-,:-./3/:ijd~
EXPIRES: 12 31 05 DIITE
OWN BY:
CHKD BY: B;ff
RVWD BY: __ f2J-c _
PROJECT NO.
CT-98-14
DRAWING NO.
401-9K
l
(
'
0?.1705
-0-
0 --0-