08-1882 (BLCK) Precise Grading Plan,12
® rw, LOWER PA
AW
WM REIA&W UU TO BE WM WIN OPEN WROWHT M OR
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UNDERGROUND UTILFTIES PWATE ENG94EMM NM
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ss
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Mr:r��PLaS T�M.,Mcomornm
umw Mow womMOCED KAm&m FOR ANY akwam 04CLUDING T OF ALL PE360RS AND PIi0PFR1Y: TENT TITS RmI1DElfftlf
CRUM FROM DMSTENOE OF UNDEOROUND ufLrnEs oR STRUCTURES NOT SIIMi 6E MADE %APPLY aaPffDOLrnLST.rAM NOT
PAVEMENT WIDTH TO THIS POINT
R-3/r,
W RI-3/4'
4
SEE. JSMID. Lm LINE
CURB GUT T ER
Krs PAVEMENT WOOTH TO THIS POW
R-3/1%
Hp Fit NOTES TS-T 7 LEVa LINE
CURB GUTTER
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TENNS COURT PAVEMENT
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PREP, THE DIRECTION
bLANLEY �. =�
OF:
DATE
�WnRC.F20596; 9_3D-0,V AIPRO"mBYC
4AU
a
CLASS 'C CONCRETE
RIBBON GUTTER
FERRIM DORM BW
PER SOVS ENGIHEER PER LANDSWE ARCHITECTS
WORT (95Z OWACTION) RAH
CONCRETE BAND
OM SM RA FUMU ONLY
W NOT PER Ch& ENCRIEWS RAN
MMUM PER LAPOWN MOTECT ft SOILS MW
HIS
0
CONSTRUCTION NOTES &.QUAN7TMS
0 KEau so= EwT Ac. PmaiENT AND Ram— sm sF
NEW SMFTE)OST. 6! CLIREI/WIVER AND
CROSS WITER AND RWK 720 SF
0 ROME DOST WERNED, CONCRETE RWENIENT
AND ADJACENT CURB— 7 SF
CONCRETE SUOBIALK PROTECT 01 KAM
(D OW MWERY WALL. PRDTWt IN RACE
(9) mm cuRB Fw, CASE s PER CITY OF LA %wA sm. 25o 2 EA
(Z)'NSDU CONCRETE SUSH PAD WIDEFI-RDOF WAN OUTLET — 7 EA
CONU CURB RAID M DEIAIN ON SKEET 3 0, SHEET &— 4 EA
DISTALL T a=/WITER PER CITY OF LA MANIA
SOX 201, AS HOOF AND SHOWN ON SR. 2—. 172 IF
@ SMALL cr To r cunB/wm TRAmmm — 68 LF
11 ZR .=OF IaAITIA
S_M201'1=90 ON W2 I
@ BwALL III mm cum PER CITY OF LA QMM STD. 2tO-4.960 IF
SMALL 3, wim 'Fmm ww PER am ON SHT. 2 582 IF
AMUENT FMOM SMALL mr wx xr cmum aw 95 LF
(SEE PLAN FOR TYPE) @ SMALL r THICK CONCRN MINALKS (n WAX CROSS SLOFE)— 13.265 SF
@ SMALL -r cmmm PA aam mm r cAa —4,4s0 sF
SMALL CONCRETE 0RNBW AffMCH PER CITY OF
LA QUINIA. STD. 221. SEE KAN FOR WM 2 EA
@ SMALL CONCRUff. CIM WITER PER CITY OF LA WINIA,
M. 23% MODIFIED TO V WIDE CROSS GUM 22B LF
19 STAIRS AND HAHMA PER AMOTMURAL PLAN 4% DEIAH. ON SKI. 5.-- 5 EA -
OISEALL'mmimmmi: wmm — mGmm --- wrrH —324 SF
TOWED. 0010 PER CEIC CHAFFER ILI DETIECIAME
WAMM MAT FROM ADA SOLUMIM SI1C11%;PAWPOPROVEO EM
mmr wm DOUBLE YaLm mw PER CA mu= DEIAO. 26 — w LF
@ TWOS COURT PAMNO, PER VEIAL SKr' 2 AND INS.KLIER'S SEES-14.400 SF
@ INSIALL 'r THICK SOAGIED CONCRETE AKMW MR
Ir CAB, PATTERN W ONNE)OARMCAM ARCHITECT 10.613 SF
SMALL Lfxlr KAM 62 IF
SMALL r AC. -OVER Ir CAa 149.940 SF
WALL AL] =KAL MOCK COURSES TO DOSTING MASONRY
WALL TO ADM TOP OF WALL SHOPIN ON SHEETS 3 & 4— 375 SF
WOW UMN REIADW WALLS TWO WIN OPEN M=GHT
FE)M AS SHOON ON THE L*MSCAK ARCHITECM RAMS — 155 LF
OONSTRLICT UAMW PMWTER WALL AT WAINII)WICE
BLDr, AS 0 EOM ON LANDSVX ARCHITIECTS BANS — 495 IF
CMSIRLICT WWW ROOMM'KALLS AS DUARED
ON TIE LANDSOff ARCHITECTS PLANS 554 IF
SMALL *mmvar wurmRam Nvaw Pmm SON— 7 EA
SMALL III Low cmaiETE WHEM stop PER 11 EA
DE IAL ON SHEET 2.
mff womow SYMBOL OF AccESsawy-STALL ---'7 EA
MW SIVW AT 3-= DIAGOILALS
NO ASMPTED SPANDEASIATION SIRIPES 332 IF
P-AWWT AWEDi -UM SIRUP 36 IF
PASIT DOUBLE 4' WIDE *M WIM MUM 0 If =— 6250 LF
SMALL Ri-I STOP Sli (3Cr) PER CA W=_ 10 EA
DMALL'If WGIE STMP'11AR PER CITY OF LA MM STD. — 10 EA
STENCO. 'STW PER CALFAIS SIT). A240 CA
TV. MIALL R4-7 & OMI-I WaM PER CA WICD_ 1EA
INSIALL Ir. SCH. 40 P.V.C. SIVRM GRAIN 46 LF
wrALL 24r'"JI.P.E. (N'-I2) sroFad am 469 IF
wrALL iar Kopim DRAM. (N-m) smRIID IF
STFWM DETAIL & @ CONSIRLICT MANHOLE KO, I PER RIV . . CO. FLO.
VVIIEEL STOP LOCATION CONTROL SID.01H 251 2 EA
(NIS) INSTALLCIM INLET CATCH EIASN NO I PER
CITY OF LA OLM STD. 300 8 EA
SMALL GLITTER DEFIRESSION FOR CURE) MOOG CM
A BASH. PER CITY OF LA COBRA Sm. 330. 8 EA
msrALL mw PRmAsT 3rxw wm mu wm
PEDESTRIAN FIRME-AWMAIr m M.- - I FA
O @ SMALL 'UMM PLUS WARM SYSTEM. PWARY
SETTLING Cr T"ME0Ert
COMER. PER DEPL90_ EA
SMALL "MAMM PLUS INIANAGE SMEV. SMOIDW
SEIT= CHAI(BER. WITH SOLID WME DEAVER.
PER OCTAL ON SHEET 9 1 EA
@ INSTALL 0* SCH. 40 PVC. SM MIN 55 IF
@ VISIALLr Dik UP SEVER LAIUX 245 IF
@ OWALL T mt VC.P We LATEM 24 IF
INSOU 6AD CAL WASE INTEIMTOR —I EA
INSIALL IAOO CAL SAXQ/00. INTEIMITOR W/2r
sum-2 EA
(9 SMALL 24' MW KV SSULAR TO 'JBMH-
PECAST 2424-31f W/W IRON WVULE SAFE WAE — 2 EA
@ SMALL UOO CAL GREASE STERDEF'FOR 1AM — I FA
RMALL 8' Dlk C-900 P.V.C. FUR3W 1110 IF,
ASMY6 EA.
-
Cl*;'! of LA ;-,A SMALI. rD.I.P. CROSS T FA
PI. S, NO, @ mmu a* GKrE vALvEs 1 E . A
INSTALL 'TYPE IC VIER SERVICE — 406 LF
mrALL wxwu hr PER DErAEL ON sm 9. — I EA
INSIALL PTV. AM I= PER DEVIL ON %W 2 —1 EA
GRAPHIC SCALE SMALL Ir SCN. 40 P.V.C. CONDW IX7 LF
@ INSTALL Ir THICK x If WIDE CONCREM SIDDIALK SMW —13.M SF
@ mvAm BLUE wimK HmANT wim PER CITY sra. —s rA
SP 2007-082
I. 1 .b - 20 !L
SDP 2007-885
v 0 R a E 7"m A9 47 IN THE CITY OF LA QLRNTA. STATE OF'CNIFORNIA
SLft 20B
L2QA1b6CAWM,,
D 0 K I c H Vd_m7?$-4m PM(3W GRADM PLAN 2
8 C H U L T Z FAX 7W-"14M La QuInta Country Club
Rat*ft Wd Pkn A PmUm OF�941S'.
6
- - - -
SEE SHEET
5
SEE SHEET 5.
0
7
a
P.14 PVI FM
PA
Le =2 Le $12
rc T
-SEE SHEET5.
_ 142 9 9 _m
41 13 H472 FLtat
7*" + + + + + +
z VERTICAL CURVE NO. I VERTIC& CURVE NO. 2 VERTICAL CURVE NO. 3 VERTICAL CURVE ND. 4
Li:W 'P!=� L-w L=432W X 141% L=71.93, PI=56.96
PE=6057
G4n -e--72X, G=+&41G—
Ah T CLN FACE Or OM FACE Ir CURB FACE T CURB FACE WHERE APPL
I w
GROOVES PER
DEWL FROM STD.
VAR HEIGHT
11. 250.. OM CURB w- cr cu
ACCESS RAMP @ CONCRETE WALK
WEST END OF ADA PARKNQ
GROOVES PER GROOVING . aux FROM ary srD.
No. 25Q
NOW ON *.
er CURB CONC. CURB
r.MT43
UZ
awesmmowt" it
-cm
P um
I AREA
ACCESS MW @ CONCRETE WALK
EAST END OF ADA. PARKNG
(Mrs)
LEGEND: NOTE:
TV I
Al, 1. JULIUS BLUM 1. SUPPLYJULIUS KUM METAL CAOMPON.ENTS_ ARE
CL
I AtUUS MUUM 4428V VOLUTE WELD TO 12155 MAGNOLIA AVEJ11A
pA & ��VM 11 GA..POSTS, PROVIDE MID RIVERSIDE, CA 92503
RAIL (909) 351-040D
IEN
A STEPS EXCEED 4 RISERS 2. ALL-WEUDS A Z RUET
WEUDS ALL SH 0 LL BE ALL WELDS
AR UND G
PA 4, NOT USEDsHoonH
r & PAINT ALL METAL A=g( ONE
TIP & PAVING PER CONSTRUCTION PLAN - COAT PRIMER AND
6 CONCRETE FM PER SMC1URAL DETAIL
EXII311OR ENAMEL PAINT COLOR PER
CONST NOTES.
SM 4k HANDRAIL POSTS SHALL BE r O.Q
FROM OU7SIDE EDGE OF STEP POUR
7 COMPACTED SUSGRADE PER STRUCT
OTL
TYR
p
Ir B` fiVC
STARWAY HANDRAL DETAL'
--..47 MI
P4
N.T.S.
A te
. ... . . ....
-14
6omsmeTbN r4oms
H, LC 1 - CONSTRUCTION , .
4 Fl. SEE SHEET .4 FROST. MASONRY W PROTECT IN KALE T4.
QUILL r THICK CONCRETE PXVEMENT OVER Ir CAa M"M RETAINING'WALLS WALS AS DEMED ON
07 ecTALL cmcRETE SPUISH PAD UNDER ROOF ORMN OUTLET ng INSTALL CONCRETE CIM CUTTER rfR CITY OF LA QJBU& THE WMSCAPE ARCHITECM KARS. BY SEPERAH PERMIT
(g) IWALL CURB RW PER W& HEREON.
OWALL W CUREI/GUTIER PER CRY OF L'A QUIKrA
STD.' 2A MODIFIED TO G'WIDE CROSS GUTTER
SM NO HANDRAILS PER ARUMMURAL PLAN
WrALL -RESERVED REFIMORIZED KMCDCAP PARMS SIGN
@ INSIALL 4? LONG CONCREM WHEEL SW.PER DEL ON SH.T. Z
GR HI
SCALE
SAD. 201. AS MOOM NO SHOWN ON SKt. 2
AND DED& ON SM 5.
-KMKATPW
10 INSIALL Ir M r
INSIALL. r CIM/GUITTER PER CITY OF LA QUIliNTA
SAD. 2DI. AS MDWIED AND SHOWN ON SHT. 2
@ INSML 8' MEDKN'CUR9 PER DIN OF
INSIALC DEFSCIAM KOM W STAGGERED PATTERN. WITH
IRUNQIMED DOMES PER CBC CHVRTER 118. DIVISION IL
MIEMM WARNING Mg FROM ADA SOLURIONS, W OR
APPROVED MOL
PAW SMOL 'OF ACCESSOM STALE EMEII
PAINr If WIDE -Wr MWING AT 3'-= M"NALS
AND AMMIED SIVa DEWWW SRIpm
PAINT Ir WIDE SM STWW
<10 SEII-61TTA '
WYCfLAC'
i Phn
IN PiXT
U, QUIKK STD. 210
@ WTALL 3' WIDE -RIBBON GIUITW PER OEIAL ON SHT 2
-@ pffimm BY
==mp
Wff Ir WIDE WIM KWN MM
SP 20ff:(X2'
41
6 INSTALL. IT WE xT CONCREIE-SW
0 WRLT AC. OVER r CAR
INMALL f THICK . If WIDE CONCRETE SIDEKX MUM.
SDP 2007-885
UNDERGIRDUND UnUTIES
I UNDERGROUND U71UTIES OR STRUCTURES REPORTED BY THE OWNER OR
AM DOM SHOW ON THEiRECORDS EXAMDEED ARE 04XCATED WITH
EIR APPROXIMATE LOCATION AND EXIENT THE OWKER.,8Y ACCEPTING
ESE RAW OR PROMEDING WITH OPROVEMiNis PUmwff THEREM AGREES
M ASSUME UffY 70� HAF�SAJT FOR ANY DAMAGES
MULmm MUMEXIA& UND:� STRUCTURES HOT
EPORTED TO THE UNDERSIGNED. NOT INDICATEI) OR SHOW14 ON THE RECORDS
UAMM THE CONTRACTOR IS REQUIRED TO TAKE DUE PREDMIU)TIONARY
EASURES TO PRUIECT THE UTGUITIES OR STRUCTURES SHOWN AND ANY OTHER
!�m _cF_ STxqLmSi9jp JE?qJn tJST�_ PF S_mff�
PRIVATE ENGINEM W NOTE
CONSTRUCTION OWRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED ODMM=M PRACFXZSC CONSFRwnow CONTRACTOR WILL BE
RIDOUIRED TO ASSUME SUE AND, COMPLETE RESPONSMAM FOR JOB SITE
CONDITIONS DURING THE COUIRSE OR CONSTRUCTION OF THE PROJECT.
001MG SAFETY OF ALL PERSONS AND PROPEW. THAT THIS RESUIREMENT
SHOU BE MADE TO CO CONTINUOUSLY AND HOT BE LIMITED TO NORMAL
WORKING HOURS AM CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND. INIODIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
LIABILITY. REAL OR ALLEGED, Of CONXECT= WITH THE ANY AM ALL
PERFORMANCE. UABUTY ARISING
FSS/OOOC..
Hm
PREP W UNDER THE DIRECTION OF: Ai D R a B7MOD A— 47
Ske 208
0 0 K I C H lac Atkokem
AV VW?60-7fi4O13
d on B
EXP.
5'ANL"T;mU$SL FAX
RCF 20588 . YaD.TtI.40M
8 C H U L T Z **w&ft_mftsm
Ciff Ut LA QtWM
ENGINEERS SURVEYORS
A l; BE ; FD-W�-Xl MW OZ SO 0 ONME I=. 05
IQATE� KESIMCF[AMIR PWNREMMIFTaom
IN THE CITY OF LA QUINrA. STATE OF CAUFORNIA
SK.
bF_M_SHT
PRECISE GRADNG PLAN
LA Quinta Country Club
PM (T _w 1 /A cFr. - I
MARK
REVISIONS
-ow-
_mTT_