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Con.LteCLOT is rRap¢na[b1c fo>� Q]Y4J£ `-A t,J�•[q 1��f _ I L ��` 1'Rw A,NO [ 9PE T. 314 FROM CITY OF LA OUNTA
Quantities { ^ , V V P'USUC DEPARTMENT.
Tvpographr done!by HEITEC COY T 'O +-,T NOTE:
ALL PILL MA ANAL PLACED UNDEASFRI-tfiUJ E
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SECTION B B
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TESI�OEN
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPL�CE:
BURT HANADA DATE GABRIEL PEREZ DATE
BUILDING OFFICIAL PLANNING MANAGER
CITY OF LA OUINTA CITY OF LA OUINTA
GRADING NOTES
I ALL WORK SMALL BE DONE IN ACCORDANCE MEN THE STANDARD PLANS OF THE CITY OF LA GD:NTA AND THE STANDARD
SECIFiCATON5 FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITOR, AND RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS
ORDINANCE W. 461. LATEST EDITION
2 THE CONTRACTOR SMALL OBTAIN ALL PERY17S AS REQUIRED BY THE CITY OF LA WINTA OR OTHER GOVERNMENT AGENCIES
3. THE LOCATIONS OF EXISTING UNDERGROUND U71UTIES ARE SIOWN IN AN APPROXMATE WAY ONLY. THE CONTRACTOR SHALL
DETERMINE THE ENACT LOCATION OF ALL EIDSTTNG UTILITIES BEFORE COMMENCING WORK HE AGREES TO BE FULLY RESPONSIBLE
FOR ANY AND ALL DAMAGES MUCH MIGHT BE OCCASIONED BY IRS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL
UNDERGROUND UDUT
IE
S
'
4 THE CONTRACTOR 9RALL BE RESPONSIBLE FOR THE RDMCVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING
AND GUIDE SIGNS
5 STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS TYPE AND LOCAPON SMALL BE APPROVED BY THE CITY ENGNEER TRAFFIC
STRIPPM'D LEGENDS AND PAVEMENT MARKERS TYPE AND LOCATION SHALL BE APPROVED BY TIE CITY ENGINEER.
6. WE CONTRACTOR SHALL NOT DISTURB EXISTING SUP. VEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS OR FOUND
WRING CONSTRUCTION REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENCMEER WIM AN R.CE NUMBER
BELOW 3Z566, OR A UCENSED LAND SURVEYOR ONLY.
7. GRADING SMALL BE DOME IN ACCORDANCE MIN THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE,
LATEST EDITION, AND SOBS REPORT NO DAT7)
PREPARED BY TELEPHONE
B THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 46 HOURS PMJR TO ANY GRAONMG BRUSHING O2
CLEARING AND EACH PHASE O' CONSTRUCTION AT (760) 777-7075. AND 48 HOURS PRIOR TO REOUIRMG INSPECTIONS.
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY
DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY.
10 CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE
PERFORMED ONLY DURING THE 711E PERIODS AS FOLLOWS,
OCTOBER 1.1 TO APRIL 301h- MONDAY - FRIDAY 7DO AM TO S30 PM /SATVRIVT SD3 AM TO S: GO PM
MAY Vat TO SEP7EMBER 3Oh: MONDAY - FRIDAY 6-Do AM TO 7:00 PM / SA TOMAY 6 CO D SOLO PM
WORK SHALL BE PROHIBITED ANY TIME ON SINDAY OR FEDERAL HOLIDAY
IL AFTER CLEARING, EXISTING GROUND SMALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTA - OR AS RECOMMENCED
BY THE SOBS REPORT
12 MAKWUM CUT AND FILL SLOPES - 21
13 ALL FILL MATERIAL PLACID UNDER THE STRUCTURE SHALL BE COMPACTED TO NINETY PE RCEN h RELATIVE DENSITY.
It
MINIMUM BUILDING PAD DRAINAGE SHALL BE 2M DRAINAGE SWAIES STALL BE A MINIMUM OF 'EEP AND BE CONSTRUCTED
A MINIMUM O. 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE O SWALES SHALL 50S
IS ALL FILLS SHALL BE CONTACTED TO A MINIMUM ON NINETY FIVE (95) PERCENT OF MAXIMUM Of AS DETERMINED BY UNIFORM
BUILDING CODE SEC. 7010 OR EQUIVALENT AS APPROVED BY TIE CITY ENGINEER. FIELD DENS7 ILL BE DETERMED IN
ACCOROROMCE NTH THE UNIFORM BUILDING CODE SEC. 7002 OR EQUIVALENT, AS DETERMINED B CITY E14GWEER.
16. ALL STREET SECTIONS ARE TENTATIVE THE MINIMUM SECTION IS Y AC/ 45" CRUSH AB. ADO SXL TEXT STALL
BE REQUIRED AFTER ROUGH FRADMC TO DETERMINE EXACT SECTION REQUIREMENTS Ott ENGFA 1 APPROVE FMAL STREET SEC TON
IZ LOCATION OF FIELD DENSITY TEST SMALL BE DETERMINED BY TIE SOIL ENGINEER OR APPROVED T AGENCY AND SHALL
BE SIRFECIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TES] r ALL FILL PLACED TESTING
IN AREAS.O' A CRITICAL NATURE OF SPECIAL EMPHASS SMALL BE IN ADDITION IT WE NORMAL R. ENTATIVE SAMPUNGS.
IS ALL LWQER5R9-*V GAPCIDES WDI LAiRA'� 9µLL BE W PLACE A'RB SVSECTED PRIOR TO PAVM 'CLUONG, BUT NOT
UMTTED ID MF TOLLOMNG- 3EMA WA7EP, EL£CTIlf CAS AW DRAINAr{
19 THE FMAE UINJTT LINE 8Ap11LL REPORT F.RDM ME PPO,ECT 5% ENCNEER sAU Pd[LLMr1F AN AP, IL STATEMENT THAT
THE BACIONL MS SUITABLE FOR THE INTENDED USE.
M THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SDLS ENGINEER SMALL CONTAIN TIE TYPL MELD IESTING
PERFORMED EACl/ TEST 9HALL BE IDENTIFIED MM THE METHOD OF OBTAINING THE W-PLACE DENS) TEETH SAND COKE OR
DRIVE RING AND SMALL BE 50 NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION BE PERFORMED TO
VERIFY THE ACCURACY O- THE MAMMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN
21. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS ULT OF THE GRAD�INO
OPERATION CLEANING IS TO BE DONE TO THE SAVSFACTON OF THE CITY ENGINEER.
22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT SUBMIT FOR SEPARATE BUILDING PERMIT.
23. ALL CONSTRUCTION AREAS SHALL BE PROPEWLY POSTED AND LIGHTED IN CONFORMANCE WTH THE STATE 'AL OF WARNING
SIDS. LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELAN ANY HAZARDS
I4. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SMALL EXERCISE SUFFICIENT SUPERNSORr CONTROL OUR RARING TO INSURE
CCMPUANGE WITH TIME PLANS SPEOFICAT N-% AND CODE MTHIN THEIR PURVIEW.
25 THE DESIGN CIVIL ENGINEER SMALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE COMPLIANCE
MM THE PLANS SPECMFICA TONS AND CODE WITHIN HIS PURVIEW.
26 THE CITY ENGINEER WILL RENEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL O "R' VALUE TEST FOR
ROADWAY SUBBASE
27 THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION Or STORM WATER INFILTRATION FACIUDES DURING
CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE O STORM
DRAINAGE RETMIZON/7NFILTRATION FACILITIES THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE O THE CITY INSPECTOR, A
PERFORMANCE TEST DESIGNED 70 CLEARLY DDIONSTWATE THE FUNCTONAL ADEQUACY O THE FAWDTIES
28 THE CONTRACTOR SMALL PROMOE WIND EROSION AND DUST CONTROL MEASURES AS REOJIRED BY ME FUGITIVE DUST CLWTROL
PLAN APPROVED FOR THIS PRO.ECT.
'
DI
FFlN:SSH FLOOR ELEVATION
EXISTING
FG FINISH GROUND
RESIDENCE
FS FINISH SURFACE
GB GRADE BREAK
GCIf WALL
GF GARAGE FLOOR
HP HIGH POINT
�(FF=4670)
PAD FINISH PAD ELEVATION
J =
EG EXISTING GRADE
_
PUBLIC UTILITY EASEMENT
TC TOP OF CURB
FL FLOWUNE
INV INVERT
TG TOP OF GRATE
TW TOP OF WALL
TF TOP OF FOOTING
TCS TOP OF SLOPE
BOS BOTTOM OF SLOPE
OF
WS WATER
TIP TOP OF PAVEMENT
LEGAL DESCRIPTKN-
LOTS 23 k 24 - BLOCK 255
SANTA CARMEUTA AT VALE LA QUINTA-UNIT 24
M.B. 19f44
APN 7P4-201-001 h 774-201-002
OWNER/DEVELOPER
ROBIN k RICHARO HINT
EXISTING CONTOUR (1 --
PROPOSED CONTOUR 100 -
EXISTING ELEVATION _.._ (100,50)
FINISHED ELEVATION ,..«.. 101.50 "
DRAINAGE SCALE — y
PROPERTY LINE — — —
CENTERLINE - A
RIGHT-OF-WAY (R/'N) — — —
EXIST. B"SEWER LINE---------SB
EXIST. B"WATER LINE -------
WB---7-,
EXIST. BLOCK 'MALL
RETAINING WALL
SCREEN/GARDEN WALL.
RCOF DRAIN CONNECTION �---�.
CONCRETE FINISH -
SITE ADDRESS
54-010 AVENIDA DIAZ
LA OUINTA, CA 92253
FLOOD ZONE
ZONE X
1 ^1 MIMCOA/'S-
e..P......... .......� ..,......,.. .,.. ,.... -w.L.- .- .............-....... -.. C LAPLL _. ...--.._...__.. _. .TION _..ORT ROM_-
pr°ImS¢e.l hllmllrn !rvm ul]] wd all llAblliLyi NyJ ¢r Iil]eg I¢ roTRIreLaR Ktb COMPLETED PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SDLS ENGINEER ON �L,RI V LA OUINTA, CA 92253 COVERAGE=4 %
the prrlvr¢I+Pce Lot work on Iki. p¢leel, ri»pting WtrA4i] nrWoA 40� Shn Val. ALL FILL AREAS IS REQUIRED PRIOR TO THE BUILDING RE MIT ISSUANCE. COMPACTION W'AHIN THE LK (760) 218-5420
nr411Aepne of d:rlgn prnlotiv¢A] BUILDING PC MUST BE AT OR ABOVE 95% COMPACTION BASED ON ASTM 01557
D I G Aa L-E R T
DIAL NOEL FREE
r
-800-227-2600
AT LEAST TWO DAYS
BEFORE YOU DIO
110@16X11RD iT OF 90UIF6N CAUFC(iiA
BENCHMARK:
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31m DeIml. r°ilomla 922AA
c a N S U L r I IN G HQT-nIIa4Y Iw E 14W d
PREPARED BY.
DATE
1
�AUTHORILED CHdNCES Bc Ur
IN THE CRY CF LA OUNr& CALIFOMA
PRECISE GRADING SATE PLAN
LOTS 23 AND 24 —BLOCK 255
SANTA CARMELITA AT VALE LA OUINTA
UNIT NO. 24
_ APN 774-201-001 / 774-201-002
_-_
FOt ROBIN AND RKNAM HART
S H E E T
1 of 1
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ugincer prepenng p
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ponaibleorvVaear IinS:e Ivr, a Lhonxed
"°g" `° °` `b"` P`°°' " °°°"'
to the pinna must br in �n Ung and maul ke
apprn.ed by the prepn: er n! lhrue Plern
MICHAEL HACKER
RC.E NO 55606 EXP. DATE: _12 31 IB _
APPROVED BY: DATE:
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DRAWN E
CA E
FT.
I WG NAME
FILE No.
—
ICE. NO. E%P DATE:
DATE BY DFSCRF`KN APP'0
DATE
IA:9OIED
x
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f6foo4
REVISIONS
aE9tED
MH
DATE w 7
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