HomeMy WebLinkAboutDWG 420-5C; CT 04-03; LA COSTA RIDGE NEIGHBORHOOD 2.3 & 2.4; 01-10I
GRADING NOTES
(IN ADDfT10N ro THE RfQUIRDl£NTS OF CHAP1TR 15. 16 OF THE
CARLSBAD MUNICIPAL CODE.)
1. THIS Pl.AN SIJPE:RSE:DE:S ALL OTHER PLANS PREVIOUSLY APPROVf:D f1Y THE CITY
OF CARLSBNJ REGARDING GRADING SHOWN ON THIS SIT OF PIANS.
2. APPROVAL OF THIS PLAN DOES NOT LESSEN .{JR WAI\/!: ANY POR710N OF THE
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY
STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTE:D HEREON AS THEY MAY
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL
REVISE THESE PIANS WHEN NON-CONFORMANCE: IS DISCOVERED.
J. CITY APPROVAL OF PIANS DOES NOT RELIEVE: THE DE:VE:LOPE:R OR ENGINITR-OF-
WORK FROM RESPONSIBILITY FOR THE CORREGnON OF ERRORS AND OMISSIONS
DISCOVERED DURING CONSTRUC710N. ALL PIAN REVISIONS SHALL 8E PROMPTLY
SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
4. A RIGHT-OF-WAY PE:RMfr FROII THE CITY ENGINEER 1111.L 8E REOUIRED FOR ANY
WORK IN THE PUBUC RIGHT OF 'WAY. PRIOR TO PERMIT ISSUANCE, A
CERTTFICATE OF INSURANCE MUST BE F1LED NAMING THE Cl7Y OF CARLSBAD AS
AN ADDrrtONAL INSURED ON THE PfRM/TTEE'S POLICY IN THE MINIMUM AMOUNT
OF $1,000,000.00 FOR EACH OCCURRENCE OF LJABILITY. ff INSURANC£
fiY&1rk ~rf'.1~15 Wl&tA~iYHtrtf'. ½sft-ur& 8Itm:1i GJo1~ A Sil£
S. UNLESS EXEMPTED f1Y SECTTON 301.(b)S OF THE UNIFORM BUILDING CODE,
RITAINING WALLS OU1S/DE OF PUBLIC RIGHT OF WAY REQUIRE: SEPARATE
PERMITS FROM THE BUILDING DEPARTMENT.
6. NO WORK SHAJ.1. BE COMMENCm UNTIL ALL PfRA/175 HAVE 8ffN OBTAJNm FROM
THE CITY AND OTHER APPROPRIATE AGENCIES.
7. APPROVAL OF THESE Pl.ANS f1Y THE CITY ENG/HEER DOES NOT AUTHORIZE ANY
WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED.
a NO REVISIONS IIILL 8E MADE TO THESE Pl.ANS wrrHOUT THE WRITTEN APPROVAL
OF THE CITY ENGINEER, NOTED WITHIN THE RfV/S/ON BLOCK, ON THE
APPROPRIATE SHEU OF THE PIANS AND THE TTTLE SHEU.
9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE C17Y UPON BEING
SIGNED f1Y THE CITY ENGINEER.
10. THE: ORIGINAL DRAIIING SHALL 8E RE\'ISED ro RUI.ECT AS-BUILT CONDITTONS
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE:
CITY.
! '. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALi. 8E MAINTAINm ro
THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTTON.
12. WHERE TRENCHES NIE WfTHIH CITY EASEMENTS, A SOILS REPORT COMPRISffi
OF: (A) SUMMARY SHEET, (B) IABORATORY WORK SHEE1S AND (CJ COMPACTTON
CURVES, SHALL 8E SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIEW OF APPUm SOILS
1,/ECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG
INSPECTOR WITHIN TWO WORKING ll4 YS OF THE COMPLEnON OF FIEW TES1S.
13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING
ADHERENCE TO RECOMMENll<I TTONS OIJ1l.lNED IN THE SOILS REPORT IS REQUIRED
PRIOR TO THE ISSUANCE: OF A BUILDING PERMrr. ALL CONTROLLm GRADING
SHALL 8E DONE UND£R THE DIRECTTON OF A PROFESSIONAL ENGINEER OF THE
STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIEW OF APPUED
SOILS MECHANICS. N..L FILL OR FUTURE: FILL AREAS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA TTONS AND THE
• EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS
INVEST/GATTON. llAIL Y FIELD COMPACTION REPORTS IIILL BE SUBMITTED TO THE
PROJECT INSPECTOR.
14. A PR£CONS[RUCTION llmlNG SHALL 8£ 00-D AT rur SITE PRIOR TO THE;
OCGINNING OF WORK AND SHALL B£ Am;NIJ£Q BY ALL R£PRES£NTADYES
RrSPONSIBL[ FOR CONSTRUCTION, {NSP[CTION, SUP£RVISION. TESTING AND ALL
OTHER ASPEC1S OF [H[ WOR~ THE CONTRACTOR SHALL SCHffiULE THE MEEnNG
THROUGH THE PERMIT CLERK4J8-1161 ext. 4323) AT LEAST FIVE (5) WORKING
llA YS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE
AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMrr WILL BE PROVIDED BY
THE PROJECT INSPECTOR AT THE MEETING.
15. ALL INSP£CTION RrQUESTS OTHER THAN fOR ffl[CONS[RUCTIOH t,/ITTING WILL Sf
f,IADE BY CAL.LING THE £NG/NEERING 24-HOUR INSPECVON RrOUEST LIN£ AT
(7601 4JB JB91.INSPECDON R£QU[S1S MUST B£ R@IY[Q PRIOR TO 2:00 AM,
ON [H[ DAY BEFQRr THE INSPECTION IS Nr[Q[Q. INSPECTTONS WILL BE MADE
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER
2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK llAl'S IATER.
16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR
SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY D£VICES, INCLUDING
SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
STATE AND FEDERAL SAFETY AND HEALTH STANllARDS, IAWS AND RE:GUIATTONS.
17. THE CONTRACTOR SHALL CONFORM TO IABOR CODE SEGnON 6705 f1Y SUBMITT1NG
A DUAIL PIAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE
OF WORKER PROTECTTON FROM THE HAZARD OF CAVING GROUND DURING THE
EXCAVATTON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION
THEREIN. THIS PIAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED
AGENCY PRIOR TO EX CAVA noN. If TH[ PLAN VARIES FROf,I TH[ SHORING SY5T[l,I
STANDARDS ESTABLISHFD BY N CONSTRUCTION SAFffi' ORQ[RS. rm E B
<:,ALIFORNIA ADMINISTRATfY[ CODE, N PLAN SHALL B[ />&PARED BY A
REGISTE;RrQ ENGINr[R AT [H[ CONTRACTORS EXP£NSE. A COPY OF THE OSHA
EXCAVATTON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATTON.
18. NO BtASTING SHALL 8E PERFORMED UNTIL A VALID Bt.ASTING PfRMrr HAS BEEN
OBTAINm FROM THE CfTY OF CARLSBAD. SUBMIT APPUCA OON FOR BIASTTNG
PERMrr WELL IN A{NANCE OF THE SCHmUUNG OF BIASTING OPERATIONS.
19. If N<r' ARCHAEOLOGICAL RESOURCES AR£ QISCOV[RrD WITHIN N<r' WORK AREA
DURING CONSTRUCTION, OPERATIONS WILL CfASE l/rlMEDIATE;LY. AND THE
PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA TTONS WILL NOT RESTART
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, REPAIR, ARRIVAL, DEPARTURE: OR OPERATTON OF TRUCKS,
EARTHMOVING EQUIPMENT, CONSTRUCTTON EQUIPMENT AND ANY OTHER ASSOC IA TED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWffil 7:00 A.M. AND
SUNSET EACH llAY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING
OPERATTONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY
HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPAR1MENT COUNTER.)
21. ALL Off-SITE HAUL ROUTES SHALL £/[ SVBMIT[[Q BY TH£ CONTRACTOR TO THE
CITY ENGINEER FOR N'PRQVAL TWO FULL WORKING DAyS PRIOR TO B£GINNING OF
..WD8K.
22. IMPORT MATERIAL SHALL Bf OBTAINffi FROM, AND WAST£ MATERIAL SHALL BE
DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. [H[ CONTRACTOR
SHALL B[ RESPQNS!BlE FOR ,WY OCBR/S OR DAAIAGE OCCURRING ALONG N HAUi,
ROUTE;S OR ADJACENT STREFTS AS A RrSULT OF TH£ GRADING OPrnADQN.
23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE:
TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN.
24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RE:SUL TING IN THE PONDING OF
WATER IS NOT PERMITTED. N..L EARTHEN SWALES AND DITCHES SHALL HAVE A
MINIMUM ONE PERCENT SLOPf.
25. THESE PIANS AR£ SUBJECT TO A SIGNED AND APPROVED SU OF EROSION
CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY
THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR.
26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM
SURFACE ANO CROSS SEC TT ON. THE SITE SHALL BE LEFT IN A NEAT ANO
ORDERLY CONDrrtON. ALL STONES, ROOTS OR OTHER OE8RIS SHALL BE REMOVED
AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER.
27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PIANTED AND/OR HYDROSEmm
WITHIN TEN (10) llAYS OF THE TTME WHEN .fA!;/:/ SLOPE IS BROUGHT TO GRADE
AS SHOWN ON THE APPROVED GRADING PIANS.
28. LANDSCAPING SHALL 8E ACCOMPLISHm ON ALL SLOPES AND PADS AS REQUIRED
BY THE CITY OF CARLSBAD IANDSCAPE MANUAL, THE IANDSCAPING PIANS FOR
THIS PROJECT, DRAWING NO-==~• AND/OR AS DIRECTED BY THE CITY
ENGINEER OR PIANNING DIRECTOR.
29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE
THE WORK OF THESE GRADING PIANS WrrH THAT SHOWN ON BOTH THE IANDSCAPE
AND IRR/GA noN PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS
WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TTME REQUIREMENTS.
JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE: PIPE WITH A MINIMUM
D-LOAD OF 1,JSO. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PIA'.; MAY BE
UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEIT AND BACKFILLm WITH 3/ 4 •
ROCK PfR SDRSD S-4 TYPE •c• ANO PIPE MEE1S ASTM STANDARD 3034 FOR
SOR 35 SOLID WALL PIPE.
31. WHERE AN EXISTING PIPE UNE IS TO BE ABANDONm AS A RESULT OF THE
GRADING OPERATTON, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING
OR STRITT .AREAS AND REPIACED WITH PROPERLY COMPACTED SOILS. IN OTHER
AREAS THE PIPE WILL BE PLUGGm WITH CONCRETE: OR REMOVED AS APPROVED BY
THE CITY ENGINEER.
32. THE CONTRACTOR SHALL \/ER/FY THE LOCATION OF ALL EXISTING FACILmES
(ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIE:NTL Y
AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS
FOUND THAT THE AC7l/AL LOCATIONS ARE IN CONFUCT WrrH THE PROPOSED
WORK.
JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SIT BELOW) AT
LEAST 2 FULL WORKING DAYS PRIOR TO STARTTNG GRADING NEAR THEIR
FACILmES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE.
UNOERGROUNO SERVICE ALERT (800)422-4133
SDG&E (760)480-7647
PACIFIC BELL (800)892-0123
ADELPHIA COMMUNICATIONS (760)438-7741
COX COMMUNICATTONS (760)806-9809
CITY OF CARLSBAD (STREETS & STORM ORAIN) (760)434-2980
CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760)438-2722
LEUCADIA WASTEWATER DISTRICT (760)753-0155
VALLECITOS WATER DISTRICT (760)7-f4-0460
34. PERMfr COMPLIANCE REQUIREMENTS:
A. FOR CONTROLffQ Gl/;jff G-THE APPLICANT HIRES A CML ENGINtER,
SOILS ENGINEER, ANDOR GEOLOGIST TO GIVE TECHNICAL ADVICE,
OBSERVE ANO CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ
CARLSBAD MUNICIPAL CODE.
8. PRIOR TO FINAL APPROVAL OF A GRADING PERM[-THE FOLLOWING
REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE
PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAD MUNICIPAL CODE:
(1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATTNG ALL
GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTTNG
AND /RR/GATTON ARE INSTALLED IN CONFORMANCE WITH CITY
CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE
LITTER FROM CITY ENGINEERING DEPARTMENT).
(2) AS-BUILT GRADING PIAN.
(3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES
RECOMMENDED SOIL BEARING CAPACmES, A STATEMENT AS TO
THE EXPANSIVE QUALITY OF THE SOIL, ANO SUMMARIES OF
FIELD AND IABORATORY TES1S. THE REPORT SHALL ALSO
INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE
GRADING WAS DONE IN ACCORDANCE WrrH THE REQUIREMENTS AND
RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT
AND ANY SUPPLEMENTS THERETO.
(4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED f1Y THE
CITY.
35. UNLESS A GRADING PERMrr FOR THIS PROJECT IS ,ssum WrrHIN ONE (1)
YEAR AFTER THE CITY ENGINEER'S APPROVAL. THESE PIANS MAY BE REQUIRffi
TO BE RESUBMrrTED FOR PLANCHECK. PIANCHECK FEES WILL BE REQUIRED FOR
ANY SUCH RECHECK.
36. TI-le. =~ ~T nn= l...lf'OA.~ c.eo1tr4-11J1CAL. ~oit:r,vi 1 &cc-::, ar-LA eodf'A.-TI-le.~,=, \Jetc.Hr,>~=oo z~ ....uo z.-+(=un-i)
Ot,..T~ Zf'J'.J"t:lOei!? R fo/?5 ~f'""'fC-1:.0 i::>< c:.eocoµ 1~-re.p
OHA.LL e,~ C""1...!0IDe.ft.,E.O ~ A P~T ~ 11-\lo G~PII...I::. l"\..AIJ, .
ALL-"-4"-ADIUC.. OH..._U... ee, DolJ!:. IU ACCO\f'06 I ICC IJITH Tl-\e.
~He..wOA/'10\...lb .6->-10 ~f'lc.t,..n~~ c.:,µr,,, .. 1ue.o IU =io
O<>!Lb ~Of'-T,
RESOLUTION NOTES
COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52
(PARllCULA TE MATTER), AND 54 (DUST AND FUMES} OF THE AIR
QUALITY CHAPTER WOULD EFFECllVEL Y MlllGA TE DUST IMPACTS
GENERA TED DURING GRADING OPERA TTONS. THE FOLLOWING MEASURES
ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND
REDUCE CONSTRUCTTON RELATED TO AIR POLLUTANTS:
1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL
ROUTES SHALL BE REQUIRED DURING DRY KE'A THER COND/llONS.
2. ALL UNPAVED AREAS SHALL BE REVEGETA TED ACCORDING TO THE
APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER
GRADING.
J. ALL CONSTRUCllON-RELA TED TRAFFIC SHALL BE RESTRICTED TO
ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL
BE MAINTAINED FOR ALL HAUL AND CONSTRucnoN VEHICLES.
4. ALL CONSTRUCllON ACnlllnEs SHALL BE LIMITED OUR/NG PERIODS
OF HIGH WINDS.
5. ALL HEAVY-DUTY, DIESEL POWERED CONSTRUCnON EQUIPMENT
SHALL BE OPERA TED ACCORDING TO MANUFACTURERS SUGGESTED
OPERA nNG INSTRUCnON {WITH THE FUEL INJECllON TIMING RETARDED
TO RECOMMENDED LEVEL OF NOX EMISSIONS, BUT WHICH WOULD NOT
RESULT IN EXCESSIVE VISIBLE SMOKE EMISSIONS) IN ORDER TO
CONTROL POLLUTANT EMISSIONS.
6. CONSTRUCllON EQUIPMENT SHALL BE SUBJECT TO REGULARLY
SCHEDULED MAINTENANCE/TUNE-UPS. AND BE TURNED OFF WHEN
NOT BEING Ulll/ZED TO A VOID EXCESSIVE IDLING EMISSIONS.
7. THE APPL/CA nON OF ARCHITECTURAL COA nNG ANO CUT-BACK
ASPHALT SHALL ADHERE TO APCD RULES 67.9 AND 67.7, TO
EFFECnVEL y CONTROL OTHER CONSTRUCnON-RELA TEO EMISSIONS
OF AIR POLLUTANTS.
B. THE ENGINEERING DEPARTMENT SHALL MONITOR FOR COMPLIANCE
DURING ALL GRADING OPERA noNS OF THE PROJECT.
PRECISE GRADING
LA COSTA RIDGE
NEIGHBORHOOD 2.3 & 2.4 -SOUTH
COSTA
VICINITY MAP
NTS
'GISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
G ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE.
or-
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR
THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE
OVER THE DESIGN OF THE PROJECT AS DEFINED IN
SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE,
AND THAT THE DESIGN IS CONSISTENT WITH CURRE/1/T
STANDARDS.
I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND
SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE
ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR
PROJECT DESIGN,
FIRM: HUNSAKER ,t ASSOCIATES
ADDRESS: 10179 HUENNEKENS AVE
CITY. ST.: SAN DIEGO CA
TELEB~E:~8) 558-4500
BY: _ ,_k4,,t:=
ONO L. MARTIN
P.E. NO.: RCE ,f-8670
EXP/RATION DA TE: _.6:<./.-><3><-0/,'-'0""6'---------
Ql{NERS I PERMITTEES
WARMINGTON HOMES CALIFORNIA
701 PALOMAR AIRPORT ROAD, SUITE JOO
CARLSBAD, CA 92009
(760) 931-4766
LEGAL DESCRIPTION
LA COSTA RIDGE NEIGHBORHOODS 2.3 AND 2.4
BEING A SUBOMSION OF LOTS 222, 230, 23 I AND
232, OF THE CITY OF CARLSBAD TRACT NO.
99-04-02, VILLAGES OF LA COSTA -LA COSTA
RIDGE, IN THE CITY OF CARLSBAD, COUNTY OF SAN
DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP
THEREOF NO. 14838, FILED IN THE omcE OF THE
COUNTY RECORDER ON JULY 14, 2004
{Z.-)j-!)'S
DATE
REFERENCE DRAWINGS
CITY OF CARLSBAD DRAWINGS 397-J, 397-JA.
CITY OF CARLSBAD DRAWINGS 420-54,420-58.
LEGEND OF ABBREVIATIONS
TC TOP OF CURB
TG TOP OF GRADE
GB GRADE BREAK
BC BEGIN CURVE
EC END CURVE
HP HIGH POINT
LP LOW POINT
FL FLOW LINE
FG FINISHED GRADE
IE INVERT ELEVATION
ST STREET
RT RIGHT
LT LEFT
FS FINISHED SURFACE
NTS NOT TO SCALE
7W TOP OF WALL
TF TOP OF FOOTING
DF DEEPENED FOOTING
GFF GARAGE FINISHED FLOOR
EARTHWORK QUANTITIES*
CUT:
FILL:
EXPORT:
IMPORT:
REMEDIAL:
2400 -CY
0 -CY
2400 -CY
0 -CY
0 -CY * QUANTITIES SHOWN ARE FOR BONDING ONLY AND
ARE NOT TO BE USED FOR BIDDING, BUDGETS
OR OTHER PURPOSES.
SHEET INDEX
SHEET I
SHEET 2
SHEET 3-10
Tl TLE NOTES
KEY MAP, NOTES II DETAILS
PRECISE GRADING PLAN
'
WORK TO BE DONE
THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND
FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, PLANTING
OF PERMANENT LANDSCAPING, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN
OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA noNS,
REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS.
THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED
BY THE CITY ENGINEER.
1.
2.
J.
4.
5.
6.
7.
CARLSBAD MUNICIPAL CODE.
CITY OF CARLSBAD STANOAROS.
THIS SET OF PLANS.
IN ACCORDANCE WITH CITY OF CARLSBAD RESOLtmON NO. 5992
DATED NOVEMBER 2,2005,
THE STANDARD, SPEC/FICA7JONS FOR PUBLIC WORKS
CONSTRUCnON I GREEN BOOK).
SOILS REPORT AND RECOMMENDATIONS BY GEOCON
DATED ~e,e& tp?co5.
THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS
MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS.
8.
9.
FINAL PROGRAM EIR 98-07 AND THE MmGATION MONITORING AND REPORnNG PROGRAM.
SWPPP WDID 9J7CJ,J7326
10. PUD PLANNING COMMIS/ON RESOLUTION DATED NOVEMBER 2,2005.
11. CALIFORNIA STORM WATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEME1(T
PRACTICE CONSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, OEPARTME/1/T OF
TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL.
DESCRIPTION
DROPPED GARAGES
LEGEND
BACKWATER VALVE/SPLIT SYSTEM REQUIRED
PAO ELEVATION
FINISHED FLOOR ELEVATION
GARAGE FLOOR ELEVATION
DEEPENED FOOnNGS
WATER LATERAL•••
SEWER LATERAL•••
PLAN NUMBER (R-REVERSE)
ELEVATION ANO COLOR SCHEME
LOT NUMBER
MASONRY THEME WALL OR SOUND WALL (PER LANDSCAPE PLANS)
GLASS VIEW WALL {PER LANDSCAPE PLANS)
PILASTER (PER LANDSCAPE PLANS)
TUBULAR STEEL \17EW FENCE (PER LANDSCAPE PLANS)
CONCRETE CURB {PER LANDSCAPE PLANS)
WOOD FENCE (PER LANDSCAPE PLANS)
RETAINING WALL (PER ROUGHGRADING PLAN 420-SA)
STREET NAME SIGN•••
FIRE HYDRANT"'••
STREET LIGHT"'••
WATER MAIN•••
SEWER MAIN•••
STORM DRAIN•••
EASEMENT
4" PVC AREA DRAIN
6" NDS SPEE-D DRAIN (OR EQUAL)
SIDEWALK UNDERORAIN (SDRSD D-27)
JO" X JO" A/C CONCRETE PAD
tml/TY METERS
GRAVEL BAGS
FIBER ROLLS (SEE DETAIL ON SHEET 2)
• CITY OF CARLSBAD STANDARDS
••• IMPROVEMENTS PER DWG 420-58
•• CONSTRUCTED BY SEPARATE PERMIT
NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE
SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL.
P~NN/ffC J)EPARTM~NT APPROVAL
-'~"""-"..e..,__,~'--===----DATE:/ /Zl/(Xo (SIGNED)
SYMBOL
* lmJ
P-1.37.60
FF-138.35
GFF=1J7.80
[ill
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--t~.,#--+~~----DATE: I /f:1/ Cf, (SIGNED)
RCE ____ EXP. ___ _
Rl!COmBDID BY: Cotti-,, ~ute'
~PRINT NAIIE)
REVIEWED BY:
INSPECTOR
OUANT[IY
r
4320 LF
144 EA
48 LF
96 EA
720 EA
4320 LF
DATE
DATE PROJECT LOCATION · nli' ~~,~1Nr.!'l
THIS PROJECT IS LOCATED WITHIN ASSfSSORS PARCEi. MJlt/BfR(S) THE BASIS OF BEARINGS FOR THIS SURVEY IS
223-721-01. 223-721-02. 223-721-0J. AND 223-721-04 THE CALIFORNIA COORDINATE SYSTEM -198:J, ZONE VI, 1991.35 EPOCH, NORTH AMERICAN 1-----+----l--------------+---+---+---+--I w CITYEN£~RIN~!~~~~AD LJQJ
HUNSAKER
& ASSOCIATES
SA~ DIEGO, INC
PLANNING 1017'9 Huemekens Street ENGINEERING Sa, Diego, C,, 921?1
SURVEYING PH(858)558-4500 · FX(8S8)558-1414
THE CALJFORNIA COORDINATE INDEX OF THIS PROJECT IS DATUM OF 1983 (NADB3), GRID BEARINGS BETWEEN STATION VW0-3075 AND STATION
1 ,::_N====:!:79:;:;Z::;8 ====~E-==:::::6;:;268::::==--IVWD-3085 AS SAID COORDINATES ARE I" PUBLISHED IN THE CITY OF CARLSBAD IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IOENTIFICAnON NUMBER BE
ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE
VALID. FOR YOUR DIGALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT AT.·
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
SURVEY CONTROL NETWORK ESTABLISHED BY
RECORD OF SURVEY MAP NO. 17271, FILED
IN THE omcE OF THE SAN DIEGO COUNTY
RECORDER ON FEBRUARY 11, 2002.
IE: N 04·55•39• W
REFERENCED BEARINGS FROM OTHER
DOCUMENTS/DEEDS MAY OR MAY NOT BE IN
TERMS OF SAID SYSTEM. THE COMBINED
SCALE FACTOR AT STATION VW0-3085 IS
0.999939470. GRID DISTANCE -GROUND
DISTANCE X COMBINED SCALE FACTOR.
1----+----+----------------+----+---t----i-----i PRECISE GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
APPROVED GLENN THOMAS PRUIM 8 'r / , ENGINEER Of WORK A ~ --, 'A /, ."Jc>h ,
1----l---1-----------------+----+---l---t------f CITY ENGINEER &CE, .~1?74 -EX 0 09/Jn,0'7-;> 'fj'AIT
2 -I ~/4cuL IZ./2. _ /. -l---+----+----------------t---::-:-=:--t-:::=-:-:-r::7::7""=::-:-1 OWN BY,~~~-
-'R~"'9'cµQceN,...O=L--'---MA'--R-"T""INc-c==---~,f-=~ DATE INITIAL DATE INITIAL DATE INITIAL CRVWHKDD BBYY'.. t~~
I I ENGINEER or woR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL --= R.C.E. NO. -48670 EXP. !i 30 06
PROJECT NO.
CT04-03
.
DRAWING NO.
420-SC
R,\0457\&Eng\Precise Grnding\SOUTH\Phnse 1-4 & Models\0457PG01.dwg[ 1275JDec-21-20[\,'\(t)'41ilO 0107-266
BIN :
EROSION CONTROL NOTES
1. IN CASE EMERGENCY WORK IS R£QU1Rrn, CONTACT CHUCK ISBEU. AT
(76Ql +22-t!i:fZ.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE
AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL
NECESSARY MATERIALS SHALL BE STOCKPILED ON SIT£ AT
CONV£NIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF
TEMPORARY DEVICES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOV£D OR MODIFIED
WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TD THE SATISFACTION OF THE CITY ENGINEER
AFTER EACH RUN-OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO
UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE.
15. TH£ CONTRACTOR SHALL BE R£SPONSIBLE AND SHALL TAKE
NECESSARY PRECAUTIONS TO PREV£NT PUBLIC TRESPASS ONTO
AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION.
ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROV£D
7. GRADING PLAN SHALL BE INCORPORATED HEREON.
GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY
ll. FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING
DAY.
ALL REMOVABLE PROTECTIV£ DEVICES SHOWN SHALL BE IN PLACE AT PHASE 2 1___,h>.
9. THE END OF EACH WORKING DAY WHEN THE Fl\/£ (5) DAY RAIN
PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND
OTHER DEBRIS SHALL BE REMOV£D AFTER EACH RAINFALL.
ALL GRAVEL BAGS SHALL Bf BURLAP TYPE WITH J/4 INCH MINIMUM
0. AGGREGRATE.
SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE
1. EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO
NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW
INSTALLED IN ACCORDANCE WITH SECTION .J5.02.J OF THE EROSION
AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF
CONSERVATION, STATE OF CALIFORNIA.
6
TEMPORARY EROSION CONTROL
PLANTING AND IRRIGATION KEY MAP
ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND
IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN
SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING:
SCALE: 1 "=200'
PROJECT BOUNDARY
-----LOT LINES A.
8.
c.
HYDROSEIDING SHALL BE APPLIED TO:
1. All SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO
VERTICAL} OR STEEPER WHEN THEY ARE:
a. THREE FEET OR MORE IN HEIGHT AND ADJACENT
TO A PUBLIC WALL OR STREET.
b. ALL SLOPES 4 FEET OR MORE IN HEIGHT.
2. AReAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE
FOLLOWING CONDITIONS EXIST:
70
[l]
LOT NO.
SHEG NO.
a. NOT SCHEDULED FOR IMPROVFMENTS(CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 DAYS
OF ROUGH GRADING.
b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC.
c. HAI/£ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS
IMMEDIATE TREATMENT.
HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA:
1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE:
a. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY HAND WATERING FROM QUICK
COUPLERS/HOSE BIBS OR A CONV£NT10NAL SYSTEM OF LOW PRECIPITATION SPRINKLER
HEADS PROVIDING 100% COVERAGE.
b. GREATER THAN 8 FEET IN HEIGHT SHALL 8£ WATERED BY A CONV£NTION-
AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE.
2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CfTY ENGINEER, PRIOR TO
HYDROSEEDING. THE DEV£LOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE
CfTY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF
THE ELEMENTS OF THE PROPOSED SYSTEM.
.J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEV£l OF THE SOIL AT THE OPTTMUM LEV£l FOR THE GROWTH OF
THE HYDROSEEDED GROWTH.
HYDROSITDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING:
1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 20 lbs. PER ACRE OF ROSE CLOVER
b. 20 lbs. PER ACRE OF ZORRO FESCUE
c. .J lbs. PER ACRE OF E SCHOOL CIA CALIFORN/CA
d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA
e. .J /b11. PER ACRE OF AL YSSUM (CARPET OF SNOW}
f. 1/2 lb. PER ACRE OF DIMORPHbLECA
g. l'f"EMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATTONS WHERE THE AREA BEING
HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
OF THE CONTRACTOR.
,,.
8
i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
D.
E.
2.
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATTON TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION
TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW)
MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS
USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50:lr OF
THE STRAW INTO THE SOIL.
.J. FERTTLIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE
RATE OF 500 lb11. PER ACRE.
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF:
a. TRACK WALKING SLOPES STEEPER THAN 6: 1
b. HARROWING AREAS 6:1 OR FLATTER THAT ARE sumCIENn.Y FRIABLE.
c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE.
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED.
b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED
VIABLE CONDITIONS FOR GROWTH.
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY
LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED
AND ALL BONDS RELEASED.
l'IANNING
ENGINEERING
SURVEYING
UNSAKER
ASSOCIATES
~AN DIEGO, INC
b Huennetens Street
!an Diogo, Ca 92121
l'H(e58)sse-4SOO· FX(e58)ss11-,..,.
SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF
ANY OBJECTS, VEGETATION, SLOPE & AS
MftAsURED FROM ROAD SURFACE)
I PCR
ra--
TYPICAL CORNER LOT
SIGHT DISTANCE SETBACK
NTS
"' 9
PROJECT BOUNDARY
200 0 200 ~00
SCALE 1 "-200'
LOT TABLE
LOT PLAN/£LE.VATION BACKWATER VALVE/ FINISHED FLOOR RIM ELEVATION
SPLIT SYSTEM £LE.VAT/ON UPSTREAM
IJ 25P YES 529.17 542.ll4
7 1EC NO 517.17 51J.10
8 JSB YES 505.87 51J.10
9 2T(R) YES 497.47 51J.10
10 !SP NO 490.67 488.4/l
II JT NO 489.J? 4/l7.8J
12 25P NO 489.J7 487.llJ
IJ JSB NO 489.J7 487.8J
14 1SP(R) YES 499.67 51J. IO
15 JCC(R) YES 510.67 51J.10
16 IT(R) YES 525.J7 542.ll4
Ill 2T(R) YES 519.47 525.61
19 1EC YES 501.67 /SO/l.8J
20 2SP(R) YES 495.17 /S08.8J
21 ISP YES 491.27 491.16
22 JCC YES 491.27 491.IIJ
2J 2T(R) NO 491.87 491.16
24 35B(R) NO 491.87 491.16
25 IT(R) NO 492.87 491.16
26 JT(R) YES 516.57 525./51
27 2SB(R) YES 52J.47 525.61
28 JCC(R) NO 531.27 525.61
J7 JSB YES 568.47 570.09
J8 2T(R) YES 569.27 570.09
39 JCC NO 570.07 570.09
40 2SP(R) NO 570.77 !570.09
41 IT NO 571.J7 570.09
42 28 NO 572.67 570.09
4J JSB(R) NO 57J.57 570.09
44 IEC NO 57J.67 570.09
45 JT(R) YES 570.57 570.09
46 ISP(R) YES 569.57 570.09
47 JCC YES 568.67 570.09
4/l 2SB(R) NO 567.77 565.4/l
600
SET BACKS --t PER PLAN A
-
PL
NOTE: WALKWAYS ARE FOR REFERENCE ONLY
AND NOT TO BE CONSTRUCTED
PER 1HIS PRECISE GRAO/NG PLAN
C
B
SET BACKS
r--t-PER PLAN
2" MIN
4" MAX
12" MIN'
C FIBER ROLL
cuRa----"
NO MOUNDING
IN 1HIS AREA (TOP OF SLOPE 0.5' MIN .ABOllf."
SWALE .t NOT TO EXCEED FINISH PAD £LE.V.)
SIDEWALK UNDERORAIN PEI! SDRSD
D-27 (TYP);
NOTE: SIDE SLOPE RATIO VARIES
4' AND UNDER ARE 1.5: I .t
OVER 4' ARE 2:1.
N.T.S.
TYPICAL LOT EROSION CONTROL DETAIL
N.T.S.
14• TRANSITION
2"-J" BEZ.OW
[":HT GRADE
"-6" ABO\£ STRAIGHT GRADE
--, ---
F'IBDt ROLL 8" MIN
WOOD STAKE
J/4"xJ/4" MAX
4' SPACING
PL VARIES
5' MIN
1' MIN.
6" MIN. MUDS/LL
• 5' TYPICAL UNLESS
01HERWIS£ NOTED
DEEPENED FOOTING
WHEN REQ'D
(SEE DETAIL BELOW)
SECTION B-8
5' MIN
SECTION A-A
N.T.S.
EXISTING BERM 10 REMAIN AND
CONTRACTOR SHALL MODIFY FENCE
HEIGHT AND LOCATION AS NECESSAffr
TO COMPLY W/1H CITY REQUIREMENTS
12"
EXISTING GROUND SURFACE
H IN FEET L IN FEET
0-5 -
5'-20' 2.5'
20'-40' 5•
OVER 40' 10'
SLOPE ROUNDING DITAIL
(DOES NOT APPLY TO SIDE
SLOPES BETWEEN RESIDENTIAL
UNITS)
PL
J' MIN• 1' MIN
:· :• :•:. : ,~. BLDG PAD £LE.V. 2 ~. -r-======i.;;:~1o~;?;W~"~M~I ~-r====:r-:::::i ~ 21% ;;_w.
£LEV. MUST BE EQUAL
TO BLDG. PAD ELE.V. OR
HIGHER
STREET ADDRESS DEEPENED FOOTING
smo MONTECILLO
smo MONTECILLO
smo MONTECILLO
smo MONTECILLO
smo MONTECILLO
smo MONTECILLO
smo MONTECILLO
---smo MONTECILLO
smo MONTECILLO
smo MONTECILLO
smo MONTECILLO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
smo CORDERO
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
CORTE PALOMA
RAY
R.C.E.
STl'WGHT GRADE FROII BACK OF -----• DRIV£WAY APPROACH 1V G<IRAGE SU.S.
NOTE:
1) THE MAXIUUM DRf\,fWAY SLOPE, MEASURl'TJ ON 1HE LOWER OR STEEPER
SIDE OF 1HE DRIVEWAY, SHALL BE 14%. SLOPES EXCEEDING 14% SHAU
REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER.
2) WHEN 1HE MAXIMUM DRIVEWAY SLOPES EXCEEDS 12%, INCORPORATE
TRANStnONS AS SHOWN ABOVE. THIS "ROU" IN 1HE DRNEWAY IS INTENDED
TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE
THE DRNEWAY MORE PLEASING 111SUALL Y.
DRIVEWAY TRANSITIONS FOR
DRIVEWAY EXCEEDING 12% SLOPE
N. T.S.
LOT TABLE
WHEN REQ'D • 5' TYPICAL UNLESS
(SEE DETAIL BELOW) OTHERWISE: NOTED
SECTION C-C
N.T.S.
BLDG
D
t NOTE:
PLAN VIEW
LOT PLAN/ELEVATION BACKWATER VALVE/ FIN/SHl'TJ FLOOR
SPLIT SYSTEM £LE.VATION
RIM ELEVATION
UPSTREAM STREET ADDRESS
DEEPENED FOOTING
DEPTH ON THIS DETAIL
IS DIAGRAMMATIC; SEE
PLAN FOR ACTUAL
DEPTHS
I ISP(R)
2 2SP
J JCC
4 1EC
5 JSB
17 258
29 1T(R)
JO 258
JI JT(R)
J2 2T
JJ 1EC
J4 IEC(R)
J5 2SP(R)
J6 JT(R)
ENGINEER OF WORK
J_ / 'o](. or
D L. MARTIN DATE
NO. 48670 EXP, 6/30/06
YES 556.47 557.42 -----smo MONTECIU/0
YES 554.47 !557.42 -----smo MONTECILL/0
YES 549.07 !557.42 -----smo MONTECILL/0
NO 54J.57 542.84 -----smo MONTECILL/0
YES 5J8.27 542.84 -----smo MONTECILL/0
YES 5J0.67 542.84 -----smo MONTECILL/0
NO 544.ll7 542.84 -----smo MONTECILL/0
YES 54/l.67 !557.42 -----smo MONTECILL/0
YES 552.07 557.42 -----smo MONTECILLJO
YES 555.!7 !557.42 -----smo. MONTECILL/0
YES 557.17 !557.42 -----smo MONTECILL/0
NO 566.47 565.4/l -----CORTE PALOMA
NO 567.07 565.48 -----CORTE PALOMA
NO 567.77 565.4/l -----CORTE PALOMA
(J) FOUNDATION
1 % MAX
.6' D.F.
SECTION D-D
N.T.S.
L 2.0' MIN/MUI,/
FOOTING DEPTH
(PER ARCHITECTURAL
DRAWINGS)
TYPICAL DEEP FOOTING DETAIL
N.T.S.
"AS BUILT"
RCE ____ EXP. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
l---+---'-+--------------t---;---1---t----il SH2T 1~c_1_r_Y_o_F_c_A_R_L_s_s_A_o_lsH1EoETSI _ ENGINEERING DEPARTIAENT
PRECISE GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
APPROVED GLENN THOMAS ~RU!M d J'
~~~~~~rpl,~;;;;;-,,o""T,,,/ri't(/-/~:J~o,~/e,~4 1---+---+------------------r-----t---t----t---i l'fl"Ce.'.IT!__:JY_.Ec'EN~G:'!!IN~E:!,E~R~"e..':_df~~~~=~,b;,i,o~o~'? __ ~ /~D~AT~Ec.J
DATE INITIAL
ENGINEER or WOR REVISION
DATE INITIAL DATE INITIAL
DESCRIPTION OTHER APPROVAL CITY APPROVAL
OWN BY:~~~-
CHKD BY, Rs:r: RVWD BY: t!f;.e,
PROJECT NO.
CT04-03
DRAWING HO.
420-SC
R:\0457\&Eng\Precise Grading\SOUTH\Phase 1-4 & Models\0457PG02.dwg[ 1275]Dec-16-2005Af)~2/tO O 107-266
BIN:
HUNSAKER
& ASSOCIATES
SAN DtECO. INC
PIANNING 1017'! Huorr,ok..,, -
ENGINEERING San Diego, Ca 92121
SUtVEYING Pt-1(050)558-4500· FX{OS0)558-1414
0
LOT 87
20 40 60 ----
SCALE I'= 20'
NOTES
THIS DESIGN IS BASED ON 24 • roonNGS.
IF FOOTING DU'TH IS DECREASED TH£ ENGINEER
OF RECORD MUST 8£ CONTACTED TO PROVIDE DEEP
FOOnNG RECOMMENDATIONS.
$EWER $YSTE/d NOTES
PLUMBING RXTURE RIM ELEVAnONS THAT AR£ ABOVE
THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL
8£ ON THE SPLIT SYSTEM SID£; PLUMBING RXTURE
RIM ELEVATIONS THAT AR£ BELOW THE UPSTREAM
PUBLIC SEWER RIM ELEVATION SHALL 8£ ON TH£
BACKWATER VALVE SID£.
56.5 z
__.--Rflf: SUPPRESS/ON ZONE -_, ~----,,,,.-------,_,.,,,,. ---------------,,,,.
------
/
/
(
QD i :i
:Ii PAD=566. 40 !cl9 ~ FF=567.07
I
PLAN 2SP{R)
-------
59. % __
PLAN IEC{R)
PAD=565.80
FF=566.47
\ ~ .
/ ~. ,, (
""I'
I
I
I
I
I I
I
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I I , i
I I !}1
1'---,,, ;;; r···-·1 ~
I I
I I
I I
I f , , , I
I I !
I I ,
I I
I I
I I /
MODELS, LOTS 34-36
~9-ofESS~
~u L.Ai~ < ~ ~ ,>;<; ~ '-.; --~ _IQf :Z::z
~ NO. 4e670 ~
"'; XP. 6/30/06 ;:'
~ -.. '"' .,~ dlt l"o,-c.-.L\"i
ENGINEER or WORK
~,1P1J...t:_
RAYNOL. MARTIN
,.i/4,k-
DATE
R.C.E. NO. -48670 EXP. 6/30/06
DATE INITIAL
ENGINEER or WOR
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DAT[
L!QJ I SH3ET I CITY OF CARLSBAD
ENGINEERING DEPARn.tENT 0
PRfC/Sf GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
APPROVED GL£NN THOMAS PRUIM (Jr
/4a4'civ d. ~-,e,'A v1o;.,
CITY ENGINEER iJ(cE 512Z . EXe, 09/.30t0-----v---DATE
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: p; !>:f 420-SC CTO4-03 REVISION DESCRIPTION RVWD BY: !lt'-OTHER APPROVAL CITY APPROVAL
R,\0457\&Eng\Precise Grociing\SDUTH\Phose 1-4 & Mociels\0457PG03,ciwg[ 1275JDec-16-20 □5,0931W.O NO 0107-266
BIN:
Fl/If: SUPPl?ESSION ZONE" ---s::--
·-----------
---------
----------/
/7'
'I \
\ \
\ \
\ \ ---\ \
\ \
\ \
0 40 60
SCALE 1 '= 20'
HUNSAKER
& ASSOCIATES
SAN Dl'EGO, 1"'4C
Pl.ANNING 1017IJ Huenrsem Street
EN<lNEERING San ~-Ca 92121
SURVEYING PH(858)558-4SOO· FX(8S8)5S8-141"
NOTES
THIS DESIGN IS BASED ON 24" FOOnNGS.
IF FOOnNG DEPTH IS DECREASED THE ENGINEER
OF RECORD MUST BE CONTACTED TO PROVIDE DEEP
roonNG RECOMMENOAnONS.
SEWER SYSTEftl NOTES
PLUMBING FIXTURE RIM ELEVAnONS THAT ARE ABOVE
THE UPSTREAM PUBLIC SEWER RIM ELEVAnON, SHALL
BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE
RIM ELEVAnONS THAT ARE BELOW THE UPSTREAM
PUBUC SEWER RIM ELEVAnON SHALL BE ON THE
B-ICKWAlffi VAL VE SID£
~
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.. v
\\ . ' -f\
5. t ,.
' 7, ''!'.,
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.. \~
~--) ,/ \
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\
\
l
~ r
_/ \
-• .. _ .
\
82.78'
SEE SHEET 5
PHASE 1, LOTS 17 & 29-33
s
\
58.24'
" . \" I
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CiD
PLAN fT(R)
PAD==S44.20
FF==S44.87
Lor 28
Lor 18
\." ,
j n-----1..t~==--4--L.J
'~
_ __, ,,
I\ ,\ ,. ,.
t '
-11
I
Lor 18
"AS BUILT"
RCE ___ _ EX~. ___ _ DATE
REVIEWED BY:
INSPECTOR DATE
l---+--------------+--l---l---l--lls4Tl,c_1r_Y==O=F=C~A~R~LS=B~A_D~~o _ ENGINEERING DEPARTMENT ~
l----+----+----------------l----l---.....;~---1----1 PRECISE. GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
ENGINEER OF WORK APPROVE'?_ GLENN THOMAS PRUIM ,gY I I
-4 " ~ • _,. ,, I ,Jt:.1el.
, lAtf7_ CITY ENGINEER ~S1274 ,1 EX" 09 1 •OIOI/ TDATE ~ ~a± ~~S-:,/2,r l----+----+----------------1-----1----.....;~---I----I _D_W_N_B_Y,-::_-::_-;:._-::_-::_-::_--:::._----PR_O_J_E-CT_N_O_. ---D-R-AW-1-NG_N_O_.
DATE INITIAL DATE INITl'L O'TE INITl'L n • -RAY D L MARTIN DATE " " " CHKD SY, K;>-L CTO4-03 420-SC R.C.E. NO. -48670 EXP. 11/30/06 ENGINEER or WOR' REVISION DESCRIPTION OTHER APPROVAL c1TY APPROVAL RVWD SY: "'EA
R,\0457\~Eng\Prec;se Groci;ng\SOUTH\Phose 1-4 ~ ,Models\0457PG04,dwg[ 1275JDec-16-20 □5,1Dl&90 NO 0107-26/J
DT'll.7 •
0 20
SCALE I'= 20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
Pl.ANNIN(; 10179 Huennekens Street
ENONEER1NG San Diiqo, Ca 92121
SURV!YlNC l'H(6S6)SS~4500 · FX(658)55& 1414
60
\
NOTES
\
\
THIS DESIGN IS BASED ON 24 • FOOTINGS.
IF FOOTING DEPTH IS DECREASED THE ENGINEER
OF RECORD MUST BE CONTACTED 1V PROVIDE DEEP
FOOTING RECOMMENDATIONS.
SEWER srstEu NOW
PLUMBING FIXTURE RIM ELEVATIONS THAT ARE ABO\.£
THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL
BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE
RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM
PUBLIC SEWER RIM ELEVATION SHALL BE ON THE
8ACKWA TER VAL \IE" SIDE.
SEE SHEET 4
ci "" J?.56'
CD
PLAN 3CC
PAD=548.40
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PHASE 1, LOTS 1-5
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" NO. 48670 ,.,
~ ,.,
XP. 6/30/06 ., • • ~~ . "•v" dt',. e or c.cil
ENGINEER OF WORK
~,J~'d,a,L
RAY D L. MARTIN
R.C.E. NO. -48670 EXP. 6/30/06
j
/.l.ir"/4r DATE INITIAL / DATE
ENGINIEER OF WORI
,
I
LOT 8
75.12·
----"AS BUILT" -----.,,
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
~ I SHSET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT 0
PRECISE GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
APPROVED GLENN THOMAS PRUIM IJ'f' / /.:
&. &: ,c fif! ~ ~ ,:·~ ~ ~ 0'" CITY ENGllfE:ER-CE Kf'i1 ~ E~: 09/JQ/0--OATE
DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL ~ CHKD BY: CTO4-03 420-SC REVISION DESCRIPTION RVWD BY: OTHER APPROVAL CITY APPROVAL
R,\0457\&Eng\Precise Grociing\SDUTH\Phose 1-4 & Mociels\0457PG05,ciwg[ 1275lDec-16-2005,IOW:iJ NO 0107-266
BIN:
LOT 17
-------
LOT 5
0 2■0 ___ 4_0 ____ 60
SCALE 1•~20'
HUNSAKER
' & ASSOCIATES
SA.N DIEGO, INC
Pl.ANNING 10179 Huennekens Street
ENGINEERING San l);ogo, Ca 91121
SUltVEYING PH(8S8)55a-4500· FX'858)558-1414
SEWER $Y$TOI NOTES
PLUMBING FIXTURE RIM ELEVATIONS THAT ARE ABO\<£"
THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL
BE ON THE SPLIT SYSTEM SIDE; PLUMB/NC FIXTURE
RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM
PUBUC SEWER RIM ELEVATION SHALL BE ON THE
BACKWATER VALVE SIDE.
LOT 18
-------...._
I _,.,.,, --..,.__ I ~--------'7
..... ...-----'------.,., I __ .,. --.,
-~ -"'::::----::::---~ ----::::--. -~
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ir
------
NOTES
THIS DESIGN IS BASED ON 24 • FOOTINGS.
IF FOOTING DEPTH IS DECREASED THE ENGINEER
OF RECORD MUST BE CONTACTED TO PROVIDE DEEP
FOOTING RECOMMENDATIONS.
I
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SEE SHEET 4
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498.8 TC
LOT 20
82.84' ff __
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REVIEWED BY:
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R•\0457\&Eng\Prec:;se Groci;ng\SOUTH\Phose 1·4 & Modets\0457PG06ciwg[ 1275JDec·20·2005•l~FJ NO 0107-266
BIN:
F/Rf SUPPRESS/ON ZONE-~--
Lor ao
Lor 2B
0 20 40
SCALE !'= 20'
HUNSAKER
& ASSOCIATES
SAN Dl~GO, INC
Pl.ANNING 10179 Huemekens Street
ENGINEERING San Oif!go, Ca 92121
SURvmNG PH("58)558-4500· FX(OS8)558-1414
' ' ' ' ~ /,
-~-----~/ '
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SEWER srsrot NOTES
PLUMBING FIXTURE RIM ELEVAnONS THAT ARE ABOVE"
THE UPSTREAM PUBLIC SEWER RIM ELEVAnON, SHALL
BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXT,URE
RIM ELEVAnONS THAT ARE BELOW THE UPSTREAM
PUBLIC SEWER RIM ELEVAnON SHALL BE ON THE
8ACKWATER VALVE" SIDE.
\
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--
-----
SEE SHEET 6
PHASE 3, LOTS 18-20, 25-28
NOTES
THIS DESIGN IS BASED ON 24 • FOOnNGS.
IF FOOnNG DEPTH IS DECREASED THE ENGINEER
OF RECORD MUST BE CONTACTED TO PROVIDE DEEP
FOOnNG RECOMMENDAnONS.
SEE SHEET 8
Lor 24
496. TW
! II
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1········~~
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491.J TF ,
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PAD=501.00
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RCE ___ EXP. ___ _
REVIEWED BY:
INSPECTOR
DATE
DATE
I
I
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....
CITY OF CARLSBAD ~ 1---t---+---------------r---i----;---;--, ENGINEERING DEPARTMENT L__!Q_J 1---+---+---------------+----t-----t---t----i ~------------
PRECISE GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
ENGINEER OF WORK APPROVED GLENN THOMAS PRUIM ,1Y'
• •
R,\0457\~Eng\Pr~cise Grociing\SOUTH\Phose 1-4 & Models\0457PG07.dwg[ 1275JDec-20-2005,!:Yi,\ID NO 0107-266
BIN:
C
:E ...... G')
O,i.
:: I\.)
oO
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0 20 40
SCALE I'= 20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, IMC.
rt.ANNING 1017'9 t-fuf!mekem 5tNet
ENGINEERING San Diego, Ca 92121
SURVEY1NG PH{8S8)5Se-4500· FX(S58)559-1414
60
SEWER SYSW, NQTcS
496.o rw•;. .. \ 490.7 TF l
l .. .
• 496.0 rw,._,_
490. 7 TF .,._ ·:or
47.41'
PLUMBING FIXTURE RIM ELEVAnONS THAT ARE ABOVE
THE UPSTREAM PUBLIC SEWER RIM ELEVAnON, SHALL
BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE
RIM ELEVAnONS THAT ARE BELOW THE UPSTREAM
PUBLIC SEWER RIM ELEVAnON SHALL BE ON THE
BACKWA T£R VAL VE SIDE.
~
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zou.. "'.S -t.. u..
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L01 20
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SEE SHEET7
PHASE 3, LOTS 21-24
NOTES
THIS DESIGN IS BASED ON 24 • FOOnNGS.
IF FOOnNG OEPTH IS DECREASED THE ENGINEER
OF RECORD MUST BE CONTACTED TO PROVIDE DEEP
FOOTING RECOMMENDAnONS.
a~~ ~ \\ '--" ► ~ Ni <.O <.O ~ ~-=--~ ",:p"" :...> .
/
<..,
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1i'~ofESSfo,4,:
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"' ""' ----Di ~:z. " NO. 4!670 "' .., : "; XP. 6/30/06 •
">., . "•v" dt,'~ ~ Dr CALII
ENGINEER OF WORK
, ~/,6,d_
RA1 '.l,IDND L. t.lARTIN
R.C.E. NO. 48670 EXP. 6/30/06
;~t.r/4.,..-DATE INITIAL I DATE
ENGINE[R or WORI
----..____
OPEN SPACE
L01 105
\
DATE INITIAL DATE INITIAL
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SHSET I CITY OF CARLSBAD uTI ENGINEERING DEPARTMENT 0
PRECISE GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
APPROVED GLENN THOMAS P~U/M dY _..., -~ ---.-, 1,IJolot.
CITY ENGINEER t«;E 512746 EX" 09/jQ/0~ 7 DATE
DWN BY: PROJECT NO. DRAWING NO.
CHKD BY: ll,.~ CTO4-03 420-SC REVISION DESCRIPTION RVWD BY: 0€ p.. OTHER APPROVAL CITY APPROVAL
Ri,0457\&Eng\Precise Grociing\SDUTH\Phose 1-4 & Mociels\0457PG08 ciwg[ 1275JDec-19-2005,161\l.() NO O 107-266
CTJJ •
/
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O.,:r.. :: ~
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I
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0
LOT 88
SEE SHEET3
0 20 40
SCALE 1 '= 20'
HUNSAKER
& ASSOCIATES
SA.Iii DIEGO, INC
PLANNING 10119 Huennekens Stfffl
INGINEERING Son Diogo, Ca 92121
SUltVEYING l'H(858)558-4500· FX(8S8)558-141-4
!
9·
\
SEE SHEETlO
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--------------
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60
LDT 108 ~~ ---"' --------------------------------------------------
---------------------------------------
SEWER SYSTEM NOTES
PLUMBING FIXTURE RIM ELEVAnDNS THAT ARE ABOVE
THE UPSTREAM PUBLIC SEWER RIM ELEVAnON, SHALL
BE ON THE SPLIT SYSTEM SIOE; PLUMBING FIXTIJRE
RIM ELEVAnONS THAT ARE BELOW THE UPSTREAM
PUBLJC SEWER RIM ELEVAnON SHALL BE ON THE
B4CKWA7ER VALVE SIDE.
PHASE 4, LOTS 37-43
NOTES
THIS DESIGN IS l!!ASED ON 24 • FOOTINGS.
IF FOOnNG DEPTH IS DECREASED THE ENGINEER
OF RECORD MUST BE CONTACTED TD PROV/0£ DEEP
FOOnNG RECOMMENDAnONS.
_______ ....
ENGINEER or WORK
~444L RAYNllLMARriN'
R.C.E. NO. 48670 EXP. 15/30/06
RCE ___ EXP. DATE
REVIEWED BY:
INSPECTOR DATE
i-----+--t---------+--1----1------.i----1 I sH9ET I CITY OF CARLSBAD ~o
;:;:;:::;;:=::::~===E=NG=IN=E=ER=IN::::G:::::::::::DE:::::P:::::AR::::T::::M:=EN:::::T===-'=L!Q.J===
PRECISE GRADING:
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
I. t---t--+--------------+--+--+--+---l ~~C::IT:::Y~E::N:::Gl::NE:::E:::R~:::=:,CE:;=;':5~27~=-~~•~~~~0~~~/=,.::::'~/.~~~AT~E
/42 .l.r-/4.r DATE INITIAL DATE INITIAL DATE INITIAL OWN BY:~~-PROJECT NO. DRAWING NO. 1 6ArE REVISION DESCRIPTION cHKo eY, B-!o.:r: CT04-03 420-SC ENGINEER or WOR OTHER APPROVAL CITY APPROVAL RVWD BY: t)c!~
APPROVED GLENN THOMAS PRUIM qy
R,\0457\&Eng\Precise Groding\SOUTH\Phose 1·4 & Models\0457PG09.dwg[ 1275JDec-16·2005,121fl.l) NO 0107-266
BIN:
C
~
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oO
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0 20 40 60
SCALE !'= 20'
HUNSAKER
& ASSOCIATES
SAN DIEGO, INC
"-ANNING 10179 Huemekens Street
ENGINEERING San Diego, Ca 92121
S~VEYING PH(858)558-4500· FX(8S8)SS8-1414
LOT 4B
I • ,---=...;=:c'-'-i----1 I 2' 11=::J:!
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8.8'i---r1~
PLAN 2SB(R) ~ :
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GD
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6.00' 74.oo·
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LOT 61
CID
PLAN ISP(R)
PA0=568.90
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SEE SHEET9
PHASE 4, LOT 44-48
SFWER SYSTfAI NQTFS
PLUMBING FIXTURE RIM ELEVAnONS THAT ARE AB011£
THE UPSTREAM PUBLIC SEWER RIM ELEVAnON, SHALL
BE ON THE SPLIT SYSTE:M SIDE; PLUMBING FIXTURE
RIM ELEVATTONS THAT ARE BELOW THE UPSTREAM
PUBLIC SEWER RIM ELEVATTON SHALL BE ON THE
B4CKWA7ER VAL I,£ SIDE.
NQTFS
THIS DESIGN IS BASED ON 24" FOOnNGS.
IF FOOnNG DEPTH IS DECREASED THE ENGINEER
OF RECORD MUST BE CONTACTED TO PROVIDE DEEP
FODTTNG RECOMMENDAnONS.
" -;,; -
LOT 63
...
"
LOT 62
81.27'
"' ~~-~ ,J ~ LWL."llC'; .. lll!IC.'.'•c:.::·""",c:,,t;:,,,o:::Mcw;;c!Mf~'-~;~:~:~ .• ~
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4
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/
/
/
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DATE INITIAL
/
/
/
/
/
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/
/
/
/
I
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LOT 64
I
\ \
/
/
/
}
I j
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DATE INITIAL DATE INITIAL
I I
LOT 48
' ' ' '
"AS BUILT"
RCE ____ EXP. ___ _
REVIEWED BY:
INSPECTOR
PRECISE GRADING:
DATE
DATE
~ L!Q_J
LA COSTA RIDGE
NEIGHBORHOODS 2.3 & 2.4 -SOUTH
MODELS, PHASE 1-4 & BUILDOUT
APPROVED GLENN THOMAS Pfl.UIM .(JI"
9 .30 ll 3 o/'t ... ~
DRAWING NO.
RA M ND L. MARTIN DATE
R.C.E. NO. 48670 EXP. 6/30/08 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
DWN BY: --.~=--
CHKD BY: R. S;r'
RVWD BY: l)f I\.
PROJECT NO,
CT04-03 420-SC
R,\0457\~Eng\Preclse Groding\SDUTH\Phose 1-4 L Models\0457PG010.dwg[ 1275JDec-19-2005,tMGO NO 0107-266 i
BIN:
0 :e
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QA,
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