BRES2018-0084 Precise Grading PlanCLUVERAL NOTES
I. ALL WORK SHALL BE DONE IN ACCORDANCE WITH 714E LATEST EDITION OF THE STANDARD PLANS OF THE
CITY OF LA QUINTA AND THE LATEST EDNRON OF THE STANDARD SPECIFICATONS FOR PUBLIC WORKS
CONSTRUCTION,
2. IT SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR? TO APPLY TO Th'E CITY OF LTV QUINTA PUBLIC WORKS
DEPARTMENT FOR THE NECESSARY PERMITS AND TO HE RESPONSIBLE FOR SA7ISFACTORY COMPLIANCE FOR
ALL CURRENT ENVIRONMENTAL REGULA7IONS DURING THE LIFE OF CONSTRUC77ON AC7TVI77ES FOR TFfE
PROJECT ADDITIONAL STUDIES ANDIOR PERMITS MAY BE REQUIRED.
3. THE CONTRACTOR SMALL OBTAIN ALL PERMITS AS R€QUIRED BY THE CITY Or LA QUINTA OR OTHER
GOVERNING AGENCIES.
4. 7HE CONTRACTOR SHALL NOPF"Y THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (46)
HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760)
777- 7048.
D_ THE LOCATION OF EXISTING UNDERGROUND I_JTILITIES ARE SHOW IN AN APPROXIMATE WAY ONLY THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXIS77NG U7ILI7IES B ,ORE COMWENCING WORK.
THE CONTRACTOR AGREES TO $E FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE'S WHICH MIGHT BE
QCCASIONEO BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL 077LI77ES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL, REPLACEMENT, OR RELOCA 77ON OF ALL
REGULATORY, WARNING AND GUIDE SIGNS.
7• THE CI Y ENGINEER SHALL APPRGVE THE DESIGN AND INSTALLA PON OF ALL STREET NAME SIGNS, TRAFFIC
CONTROL SIGNS, TRAFFIC STRIPING, LEGFNOS, AND PAVEMENT MARKERS TYPE AND LOCATION.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURWY MONUMENTS OR RENCH MARKS NOTED ON THE
PLANS, OR FOUND DURING CONSTROCTION. REMOVAL AND REPLACEMENT SHALL BE DONE 8Y A REGISTERED
CIVIL ENGINEER WITH AN R.C.E. NUkBER BELOW 33,956, OR A LICENSED LAND SURVEYOR ONLY
9. CONSTRUCTION OPERA 77ONS AND MAINTENANCE OF EOUfPMEN T M THIN ONE HALF MILE OF HUMAN OCCUPANCY
SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER IST TO APRIL 30TH: MONDA Y THROUGH FRIDA Y 7:00 Alf TO 5: 30 PM
VAY IST TO SEPTEMBER .30TH: MDNDAY THROUGH FRIDAY 6:00 AM TO 7.00 PM
WORK SHALL BE PROH0 TED ANY TIME ON SUNDA YS OR ON FEDERAL HOLIDAYS.
IYO REDUCTION Or THE TRAVELED WAY WIDTH SMALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR
HOLIDA Y3, OR WHEN AC77VE WORK IS NOT BEING CONE, UNLESS PRIOR AUTHORIZA PON TQ DO SO IS GRANTED
BY THE CITY ENGINEER,
NO LANE CLOSURES SHALL RE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8: 30 Am AND AFTER
3:30 PM UNLESS AUTHORIZA17ON TO DO SO IS GRANTED BY THE CITY ENGINEER.
10. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM AS A
RESULT OF 7HE GRADING OPERA 710N. CLEANING IS TO BE DONE TO 714E SA 7I FA C-noN OF THE CITY
ENGINEER
?I. ALL CONSTRUCTION AREAS SHALL BE PROPERL Y POSTED AND LIGH'ILD IN CONFORMANCE W TH THE
CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF
WORK UPON NIGH WA YS IN ORDER TO EUMINA TF HAZARDS
12. CONSTRVCnON PROJECTS DISTURBING MORE THAN I -ACME MUST 08TA;N A NATIONAL POLLUTANT DISChARGE
ELIMINA PGN SYSTEM (NPDES) PERMIT. OWNERS OE VELOPERS ARE REQUIRED TO: A) FILF A N077CE OP
INTENT (NO)) NTH THE STATE WATER RESOURCES CONTROL BOARD (SKRCB), B) PREPARE A STO14h4 WATER
POLLUTION PREVEN77ON PLAN (SWT'PP); AND C) HAVE A MONITORING PLAN FOR THE SITE THE WOES I5 A
NATIONAII_ PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. FETE
PROGRAM I5 IMPLEMENTED AND ENFORCEO BY THE SWRCB.
S ' 'R',S NOT.UE TO 0j TRACEO
THE CON TRA C FOR SHALL BE RESPONSI8E FOR THE L OCA PON A NO PRO TEC 77ON
OF ALL UTILITIES FOR 7HE LOCA TION OF UNDERGROUND U TILIPES, OR FOR
EMERGENCY ASSISTANCE CALL.
IMPERIAL IRRIGA PON DISTRICT (EIECW(G) 760 398-5854
THE GAS COMPANY 800 427-2200 OR (760) 346-5927
VERIZ (600) 4,83-5000 OR (760) 864 -1720
COACHELLA VALLEY WATER rOISTRICF (76o) 398-2651
71.14E WAFNER CABLF (760) 340-1312
ALL PROPERTY CORNERS SNAIL HE UNDISTIJR8E0 BY THE GRADING Or THESE -
IMPROVEMENTS THE CONTRACTOR SHALL 8E RESPOM50LE FOR THE RESTOR-
ATION OF ALL IOST OR OBLIIERA TED MONUMENTS I's 4iCH ARE TO BE RESET
BY A LICENS€O LAND SURVEYOR OR A QUALIFIED REGISTERED CIVIL ENGINEER
AS SPECIFIED BY TIME SUBDJVISJOY MAP ACT;
MOTT,
DRAINAGE PIPING AND FITTINGS SHALL BE ABS ASTM 2752, SDR
35, OR PVIC A.STM 3034, SDR 35, UNLESS OTFIERWTSE NOTED. mIN.
PIPE SLOPE SHALL BE 0.5X
FHE C`ON rRACTOR 57-JALL 8F RESPONSYBLE
FOR OBTAJNING APPROVAL FROG# THE CJTY
FOR D£POSI I7ON OF A N Y EXPORT MA IERIAL.
THE CONTRACFOR SHALL .SNAKE THE €N77RE
S1 F DRAINAGE SYSTEM AND REMOVE ALL
RESULTING DEBRIS JUSF PRIOR TO OMER
OCCUPANCY.
UNAUrHORUED CHAIVGES & USES- w &off R PpuAw ATz Fw #u AvT ff
Rt'SFt +&(f FM 0? Lal- fg, WLM'9CYfT7 MMY TO GIB' EFTS OF Ate P Nl MgU TO of RAU ,t O
EXINE�R',S NOTE TO CONTRACFOR• cw7 wmv awpwv AgEEs HmTN &rmw ow
spUM r AMWTOW PMCI, ME COV COAMW RL BE FCOU TO ASRZ+IIIGE Af AO
Cwuv ffnwAn rx AW .7fF COIF OCFK ME aw OF MR= Ar 7ff PwU, A aWK
S4rW OF AQ 89NW 4V MTEW, rrt;+i Ji#5' EMER r s, M b 9W N APH Y L'OW7h4MR R r AM AVT E
I&WV M COW kGI+PJr94G ARFB N6 0fiMM L1Q+J7WWW fG9?FfdFR AWES` FO DMV hOMY NO fn-0
OfS#,,W AW5UM fd0.ffLF55 f" M 40 AL LWr, ft IMP A6 ERT N GI M PH ME PUMMCF OF
N1W ON PYS AS CF 909TX 09_9r kKW ARW Thf SaC A4rCd,ghff W DfSdGN MPMUC
7W LVEWAV t09 FYAV OF AV MUMM U�#7Ei 5 OF S}l1f MES ' hM dY T, E Pik6 OfRE OrDO 6Y A
ZVOV0F,Ix F R f=.. 7O 79 BEST O' M OJi£W lFff A�r AV nURT 11Td1W EST }} g "
6W RIE PL#41S TFE WWW 6 RFC @ 70 Y& A?! P,VW9WY "DEN 7D F'FrT(&T W OM .S
pENCI-ivaRK: T.B.M. ELEV.- 9D3,$1
Fn LQQM ;
TOP OF CONCROM BAN!] AT THE PROLONGATION OF THE
COMMNON LOT LINE BETWEEN LOTS 43 do 44. PER CITY OF LA
DIAL TWO WORKING QUINTA STREET IMPROVLUENT PLANS FOR TRACT NO. 33076-1.
BEFORE DAYS BEFORE
YOU DIG YOU DIG BASIS OF BEARINGS:
TALL FREE 1�BtJ0-22i-�66 THE NORTH LINE OF THE rvw 1 f4 OF SECTIOf�I 9, TOWNSHIP it
AN
A PU9UC SERVICE BY
SOUTH. RANGE 7 EAST, SAN BERNMOINO MER DIAN PER
UNDERGROUND SERVICE ALERT PM 44/67-68. SAID LINE BEARS N 89-48'12" E.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PRECISE
GRADING
LOT 43, TRACT 33076-1
" THE MADISON CLUB"
OW 4DINC )VOTES
7. GRADING SHALL BE IN ACCORDANCE W777� THE ENGINEERED GRADINC R€QUIREMENFS OF IEEE
UNIFORM BUILDING CODE, LATEST EDI TON, AND SOILS REPORT, NO.
DA TED; _ _ PREPARED 8 Y.
TELEPHONE NO.
2. THE SOILS ENGINEER AND THE ENGINEE'RiNG GEOLOGIST SHALL EXERCISE SUFFICIENT
SUPERWSORY CONTROL DURING GRADING TO INSURE COMPLIANCE MTh THE PLATYS,
SPECIF'ICA PONS, AND CODE WITHIN THEIR PURWEh'.
3. TIFF DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING CRADING TO ENSURE
COMPLIANCE KITH 7HE PLANS, SPECIFICA7IONS AND CODE WITHIN HIS PURVIEW.
4. DURING ROUGH GRAVING OPERA7ONS AND PRIOR TO CONSMVCnON OF PERMANENT DRAINAGE
STRUCTURES, 7EMPORARY DRAINAGE CONTROL .SHALL BE PROVIDED TO PREVFNT PONDING
WATER AND DAMAGE TO ADJACENT PROPERTY.
Jam'. AFTER CLEARING, €X1 1ING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6- ON THE EN77RE
SITE Of? AS RECOMMFNDED BY 714E SOILS REPORT.
6. THE MAXIMUM CUT AND F7LL SLOPES SHALL BE 2. 1.
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 909 RELATIVE DENSITY PER A. S. TM.
SPECIFTCAPONS ANO THE ABOVE MENJTONED SOILS REPORT.
8. MINIMUM BUILDING PAD DRAINAGE SHALL. BE 2X DRAINAGE SHALL BE A MINIMUM OF 0.3'
OEEP AND BE CONS TROC 7ED A M1NIWUM OF 2' FROM THE TOIL OF CUT OR F l L SLOPES. THE
MINIMUM SLOPE OF SWALES SHALL BE 0,51
9, ALL FILLS SHALL BE COMPACTED TO A M1NIMUM OF NINETY (90) PERCENT OF MAXIMUhf
DENSITY A5 DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS
APPROVED RY THE CITY ENGINEER, FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE
M TH THE UNIFORM BUILDING COUE SECTION 7002, OR EQUIVALENT, AS DERCRYINED 13 Y THE
CITY ENGINEER.
10_ ALL STREET SE'C71ONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED
A.8, ADDITTONAL SOILS TEST(S) SHALL BE 800RED AFTER ROUGH GRAVING TO DI= TEi?UJNE
EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET
SECTION.
11, THE CITY ENGINEER WILL REVIEW FOR APPROVAL 771E FINAL STREET SECTIONS AFTER 5013MITTAL
Or "R" VALUE TESTS FOR ROADWAY SUBBASE,
72. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR
APPROWD TEST AGENCY AND SHALL BE SUMCIENT IN BOTH HORIZONTAL AND VERTICAL
PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED, TE577N6 IN AREAS OF
A CRJ77CAL NATURE OF SPECIAL EMPHASIS SHALL SE IN ADOITION TO 714E NORMAL
REPRE5ENTA 71V€ SAMPLINGS,
13. THE FINAL COMPAC710N REPORT AND .APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN
THE 7rE OF FIELD TESTING PERFORMED, EACH TEST SHALL BE IDENRF76) W TH THE METT-f0D
OF OSTAWNG THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE
SO NOTED FOR EACH 7E,S T, SUFFICIENT MAXIMUM DEN.SI TY DE TFRMINA T7ON SHALL BE
PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVE'S USED By THE FIELD
TECHNICIAN,
14. ALL UNOERGROUND FACILITIES, 4i TH LATERALS, SHALL HE IN PLACE AND INSPECTED PRIOR TO
PA ONG, INCLUDING, BUT NOT LIM17€D TO THE FOLLOWING: SEWN, WATER, ELECTRIC. GAS, ANO
DRAINAGE,
16, THE FINAL UTILITY BACKFTLL DEPORT FROM THE PRQJ€CT SOILS ENGINEER SHALL INCLUDE AN
APPROVAL STATEMENT THAT THE BACKPLL IS SUITABLE FOR THE INTENDED USE.
16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SPEARATE HVILD1NG
PERMIT(S).
I Z THE CON TRA C TOR IS RESPONSIBLE TO PREVENT SILT CON TA MINA TION OF STORX4 WA TER
INFILTRA77ON FACILITIES DURING CONSTRUC77ON OF SUBSEQUENT 1UI ROVEMENTS BY 714E
CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF :STORM DRAINAGE
RETEN770NIIINFILTRA77ON FACILITIES, 714E CONTRACTOR SHALL CONDUCT, IN T14E PRESENCE OF
THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE 714E
FUNCTIONAL ADEWACY OF 714E FACILITIES.
16. THE CONTRACTOR SHALL PROVIDE KINF EROSION AND DUST CONTROL ,MEASURES AS REQUIRED
BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
ENGINEER
MARK I I3Y I DATE
REVISIONS
(100.r00) w ExJS77NG GRADE
7 00 = f1NJSH GRADE
EXISTING CON FOUR
- 100 PROPOSED CON TOUR
— !� C — = DA YIIGHF CUF/77LL LINE
F
rC — �T7O�P}LLfOJF�/ CURB
F
IP TOP GF PA VEMENT
E G. = EXISTING GRADE
1W = TOP OF WALL
TOC = FOP OF COLUMN
TF = TOP OF F007ING
€P = EDGE OF PA VEMEN T
1V11 = WA 7ER LINE
SS = ,SEhER LINE
ICV = IRRICA PON CON FRIOL VAL Vf
INV = JNVERF
SSMH SANITARY SEWER MANHOLE
TG = TOP OF GI, A FE
FS = RNISHED SURFACE
FG L RiVISH0 GRADE
FF FINISUL-D FLOOR
GFF = GARAGE FINISHED FLOOR
BFI' = BASEMENT FINISHED FLOOR
F.0.5: TOP OF SLAB
B. 5 L. = BUILDING SETBACK LINE
PA = Pf AFTER AREA
P.U.E = PUBLIC UTILITY EASEMENT
R D. _ ROOF DRAIN
MW = rOP OF ROCK WALL
D. G. = DECOWPrOSED GRANITE
CO = CLEAN-OUF
Ha = H YDRA UILIC GRADE LINE
GR = GRAOC BREAD
= EXIS77NG BLOCK WALL (HE(GHF VARIES)
= PROPOSED CONCRETE AREAS
= EXI.SPNO CONCRETE AREAS
} = EXIS ONG WA TER METER
[E] = EXIS77NG ELEG` MCAL U77UTY
* = FOUND MONUMENT, AS NOTED
RETAINING WALL
CO RINA 770N RETAINwG SCREEN WALL
SCREEN WALL
2EMM2Z MOLES
CONSTRUCT 4' Y4 N. THICK P CC DRIVEWAY PER LANDSCAPE PLANS
a mi 7
ii I - "MAL Ll I
JOIN f VST7IVG CONCRETE RAND A F STREET.
2 785 S.F.
INSTALL LANDSCAPE HEADER PER LANDSCAPE PLAYS
f L.S
I STAI L 4' PVC (SDR J5) DRAIN PIPE
290 L. F
INSTALL 12 x12' NOS AREA DRAIN PER DEFAIL ON SfiT. C2.
I EA.
1NSTAIL 4' 014 NDS ATRIUM DRAIN PER DETAIL OIII SHr G2.
7 EA.
INSTALL 6" DIA. NDS A TRIUM DRAIN PER DETAIL. ON SHT. G2
4 EA,
INSTTAII 24" DIA. ADS NYLOPLAST ORA& BASIN (OR EQUAL) Wf T}1
GRAIL ikET; 2-8- INLET SFUBS (< PER PLAN), AND PO" OUTLET.
I EA.
INSMIL 6' PVC (SDR 35) DRAIN PIPE.
2.51 L.F.
INSFk C 8' PVC (SDR 35) DRAIN PIPE,
T11 L.F_
INST C 10' ADS N-12, SMOOFH-LINED PLA W PIPE.
T2 L.F.
i
INSFAL[ 12' DIA. RCP DRAIN PIPE UNDER ORIVEWA r
28 L.F.
T
1NSWL 4" MDE CHANNEL DRAIN (ABT Inc. PYyOratn, OR APPROVED EQUAL
Iw o9X ,SLOPE) WTH PAVER 6WA7 (PART, 420%
47 LF.
INSFALL x5' NDS BHASS DECK DRAIN PER OETAIL ON SIFT: G3.
I EA.
7
CON V`CF PRIMARY ROOF DRAhi' 1170L-=? E:`.PITO UNDERGROUND S17E AREA
DRAIN 5Y3TEM GUUT" SECONDARY 0i ERFL0W A T GRADE
8 FA.
CITY IENGINEERS SEAL
APPR, I DATE I I_ F —
NO. 620,33
PLANNING AND ZONING COMPLIANCE: I APPROVED FOR PERMITTING:
GABRIEL PEREZ DATE BURT HANADA DATE
PLANNING MANAGFR BUILDING OFFICIAL
CITY OF LA QUINTA CITY OF LA QUINTA
A VE. 52
COL UMBUS WA Y
p �
LNp� F
~ }' mu 4
H
AVE, 53
7
c, EAR YD
PL. f '
AAWArT
,SITS' `' l
cn
BAFPN
PRO'C _,:'7A',4
Lire #JiC.V1 w
LOT 43, T7ACT JjO76-1
RC'
767 680-048
a RSS
53- 742 ROSS A WJVUE
LTV QUINFA, CA
TOPOGRAPHIC SURVEY PERFORMED BY
McGEE SURVE)9N7
FEMA FLOOD ZONE OEECN,A ]70N: C
I Y7
URBRT. j
LOT AREA = .38,693 SFIG.6883 AcREs
DIST7.IRRED AREA = 3 1, 800 S F./07,300 AREES
SHEET INDEX
61
COVER SH EEL'
G2
PRECISE GRADING PLAN
G3
PRECISE GRADING PLAN
PREPA.REU 6 Y. +* NC APPROVED BY;
45- 100 GOLF CENTER PARKWAY
B ILDEVC F, SMITE G
I DIO. CA 92201 (760) 34 —2249
PREPARED UNDE -,THE DIRECT SUPERVISION OF:
.. � � I TIMOTHY R. J01~IASSDN, P.E. DATE
-- DATE: 3 ILI8 PUBLIC WORKS DIRECTOR/CITY ENGINEER
ERIC F. JOHNSON., ROE #62033 EXP. o9/30/19 R.C.E. 45843, EXP. 12 f 31 f 2018
A VE. 54
drTr
N. T. S
CUT, 110 C.Y.
FILL: 20 G. Y.
,SHRINKAGE 3 C. Y
POOL do SPA: 220 C. Y. CU T (ASSUMED)
TOTAI. EXPOR T: 307 C. Y,
'EARTH"K QUANPRES SHOWN HEREON DO NOT INCLUDF .S[IRSIDENCE,
0 VER-EXCA VA PCW OR EXCA IAA 17ON OF FOO nMGS
"EARTHWORK QUAN77 TIES SHOWN HEREON ARE FOR PE'RMIF PURPOSES CNL Y.
CGNFRACFOR SHALL BE RESPONSIBLF FOR DETERMINING HJ3 OWN
OUAN77RES FOR 610DING PURPOSES
.UTILITY AGENCY Av
COACHELLA VALLEY WATER DISTRICT., (760) 398--2651
IMPERIAL IRRfG'A 71ON DISTRICT (IID): (7i5o) 398--5820
THE GAS COMPANK (800) 427--2200
VER120N: (800) 483-1000
TIME WARNER CABLEKSION: (760) J40-1312
CMY OF LA OUWA
PRE C1RE CFLADM FtJW
DOM RE81013
LOT 43, TRACT 33 7 -1 WDEM CXUBr
574,E ROM AVENUE
LOCATED IN A POR-PON OF SECTION 10, T 6 S, R 7 E, SBBM
Gi
OF 3
SHED
;ITY FILE NUMBER
co
—MAgMELKEM& AVERS
CONS U I 4' MIN. . rF715,1' P L�+-.}0 1. Ri VL WA ! PERLI'7f7DSCAPE ALA YJ.
DN EXI 77NG CONCRETE BAND A T STREET
INSTALL LANDSCAPE HEADER PER LANDSCAPE PLANS
INSTALL 4- PVC (SDR 35) ORAIN PIPE:
INSTALL 121420 NDS AREA DRAIN PER DETAIL aV SHr G2,
INSTALL 4DIA. ND5 A TRIUM DRAIN PER DETAIL ON SNF 02.
INSI"ALL 5" DIA. NOS A MUM DRAIN PER DETAIL ON s7IT. G2.
INSTALL 24" DiA. ADS NYLOPL4ST DRAIN BA-gN (Off EQUAL) W7H
GRA7F INLET, 2-8" INLET STUBS (< PER PLM), AND 10- Or1Td.ET.
3 INSTALL 6' PYV (SDR 35) DRAIN PIPE.
INSTALL 8" PVC (SDR ,35) DRAIN PIPE;
INSTALL TO" ADS -12, .SMOOTH -LINED PLAS17C PIPE
INSTALL f2` DIA. RCP DRAIN RPE UNDER DRIVEWAY.
J INSTALL 4" WWDE CHANNEL. DRAIN (ABT, Inc. Pa#ftlrr, OR APPROVED EQUAL
w1a6 ' SLOPE) W7H PA GRATE (PART 2420PC).
INSTALL x5" NDS BRASS DECK DRAIN PER DETAIL ON 9YT, G3
CONNECT PRIMARY ROOF DRAIN DOWSPWT wto UNDERGROUND SITE AREA
DRAIN SY5•TEV OUZET SECONDARY OVERFLOW AT GRADE
&DEED-D- TUFF GRATE
NDS 1212 GREEN
TG ELEV ] =0# OR APPRMED E AL.
PROOF BRASS DECK DRAIN
(SEE PLAN) GRA TE A r AC EOUIP. YARD L OCA NON.
Iz,
G.
GRA TIE H009NG
RF-DifCER ADAPTER NDS 1221
OR APPROVED EQUAL
" PIPE RISER ' PLASRC 7I_E'
NOTE- FOR BINDING
,CBS TO PVC,
CONTRACTOR TO
PIPE SIZE � INV EIEV USE FIELD -ON 194
PER PLAN (5ff PLAN) SOLVENT OR EQUAL.
r2ttx12"' NDS DRAIN DETAIL
N. Ts'
±G ELEV 4" OR 6" SPEED -D-TUFF GRATE
(SEE PLAN) NOS OR APPROWD Igo (GREEN
EQUAL
PIPE RISER PLASTIC TEE
NOTE- FOR BINDING
AHS TO PVC,
CONTRACTOR TO
USE *ELD-ON F94
PIPE SIZE INI! CLEV. SOL VENT OR EOUfit,
PER PLAN (SEE PLAN)
N rS
lot
SCALE 1 "-
GRAPHIC SCALE
10 1 b 1G 2D 4D
( IN FEET )
1 inch = fD ft
{
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JIMCdMAR& T.S.M. ELEV.: 993.91 ENGINEER
L� RE VSIONS CITYENGINEERS SEAL PREPARED BY
DD)MARK Y DATE APPR. DATE ' THE ID? ffEssjo "RE WrRV , Lam'. APPROVED BY. C OF ��
COMMNON LOT E�BErNEEN LOTS 43 & 44.PER D AT 7HE PROLONGATION FCITY OF � • �o,y ,' y45-100 GOLF' CENTER PA}R AID
DIAL TWO WORKING QUINTA STREET IMPROVEMENT PLANS FOR TRACT NO. 33076-1, � B�IIL.�D11Y� F, '�iI�''E PLM
BEnf= 011E DAYS BEFOR
YOU BIG Y041 DEG BASIS OF BEARINGS-
�° 13a11 a � 1101 . CA 9 201 (78U) 34 2-- .2,249 LOT 431 TM 3 7 -% ' CLUB' THE NORTH UIJE OF TFIE NW 1 f4 OF SECTION 9, TOWNSHIP B PREPARED UNDEK THE DIRECT SUPERVISION OF:
TOLL FREE 1-800-227-2600 SOUTH, RANGE 7 EAST, SAN BERNARDINO MERIDIAN PER �'k •� TIFAOTHY R. XNASSON, P.E. DATE 7 r�./Q� 1�
A PUBLIC SERVICE BY I'M 44/57-6$_ SAID LINE HEARS N J�9.46'12` E. ��c` c1V11 a�� � �-��.._ DATE: � �� �8 PUBLIC WORKS DIRECTOR CITY ENGINEER
UNDERCROUNC SER ICE ALEIRT
O� CAti-1F ERIC F. JOHN . RCE #62033 EXP. 09I30/1$ R.C.E. 4M43, FXP. 12/31/2018 LOCATED IN A POeR-nGN OF SECTION 1D. T 6 S. R 7 E, SRRM
1FFF 1L
I > I U 4— 1 pp
f 16 B' SCREEN WALL
RD &°� 9 F PER ARCH. PLANS
Ci b SEE SHT. G3
A-M.: 60-08 I GA METER a f
6' SCREEN WALL � � L> : � � w� . _..... � y9 bb f r_
996.97
PER ARCH, PLANS
ATCHLINE
PAD: 996. 30 C�(�b m
- 1 6 D v / �'j
P 8 ! W"
ro
PA
/t -�
LOT 44
sv
J2
-j
LOT �J J
Lz
(APPRO D PAD = 997 0) 9°��d ' P � �g� �� � � � VA CANT)
A.P.N.: 767-680-049 r �r}� - --- _ _3r �}pO O PAD
996 {y
2 I - ' safe :�I r'y:1 I� * + f>; Lf VJ'�U JJV. II
s ! a PIL
x o PA1i I i
g __x. TOL
I . -- , .l. �� smam Lis'
10
ICJr
�v Z;
ri
6' SCREEN WALL � � �� � �� . f 7'
PER ARCM_ PLANS
i F 2 is
{ 8
--- I 2 L t�
T _
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/
PA PA U) PER ARCH, FLANS
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PA
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ar
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qn,gg
9911
P996-3
ER. I
LAW
(TO BE FIEL p VERIFIED , f REMO VF CAP AND CONFECT TO
r � EX. DRAIN .INLETS —(9 5) LL _ �994
EXISTING PIPE
IDO•-YR,; HGL-984.51 PER
r*,q m 1 994 - - g" ` 1 PLAN SST #0.5.220, SHT. 3. j
1 � EXISTING 14" STORM DRAIN
522D
993 # . 9 'off STL 9-011T PER PLAN SET 0
9,9
EX SWALI
�... _ PROP. 5WALE .vim' ' —
MA;LBOX v i . EX. S WA LE
- EX. CONC. BAND
EX 18 " POPE STORM DRAIN PER (PROTECT)
EX. 12 HDPE STORM DRAIN PER �zA� sir ,l
STORM �
5TQR,4! OIRAIN I'tCIV SET 05220, EX. EDGE D PA ONO R=30O. 00' �a,�' � � � :.
DRAW�4Q522o. s�lr. ,�. (PROJECT)�=��s.�� . � �x. wA��
SFr T. J. (PROTECT) D=2O 3O i 6 ,
EX. BA YSA VEiR SEPARA PON .SYSTEM Elf--24' HDPI_= STORM AIN PER "
STORM -DRAIN- PLAN T 220,
PER STORM L7RAIIV PLAN SET 105220 SFIT. ,3, (PRp7E
(PROTECT]
WUTHORIZED CHANGES & USES. - K awEa ppu3m flEsE Puvs ru w BcrT
MW621 M. LW (AV AN, MNlh P O &D�123 To (W iM OF RV RAVS AY 099 s r0 WE PDK kZ7 �
91 W 1NW AiD 95r SE AMS & FIf PEDAU OF Aff a49
NGI R S NOTE TO CONTRACTOR Wwrflmrnv WaWi R-q maa�s OfAl J" � Ryin~
frfJ41Qd1r1Y Ac00 CA4S7JE4M FMC= AA1d '1, 70 LUh'WW Kt P£ RFOM Ia ASAW SaC AW
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S477 OF ALL FRM AT If �#°M, 1Fid f PC WZ7f dff]IIEUi s ! M'AkW M AFR r COMW 1 Y AAl7 NOT X
LWO TO WM � Wn AAV aWI r,; Mq cta TNT RRrl U AQM TO WN A"#r
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rr w ape w Aiwor, nww WR A+W F" Ar w wwmIer cr Om MMOA_
Ea
Ln
X
MEET
OF �
,j.
CITY RLE NUMBER
0
a_
COAMEBUZZ-0-N ART
CONSTRUCT 4' MIN. FHICK P. C. C. DR] VEWAY PER LANDSCAPE PLANS.
JOIN EXIS77NG CONC14E TE SA NO A T 5 TREE
1NSFALL LANOXAPE HEADER PER LANDSCAPE PLANS
INSTALL 4' PVC (SOR J5) DRAIN PIPE.
INSTALL 12 xI2' NDS AREA DRAIN PER DETAIL ON SHT. C2.
INSTALL 4" DIA. NDS A TRJOM DRAIN PEH DETAIL ON S qT. G2.
INSTALL 6' DIA. NDS ATRIUM DRAIN PER DETAIL ON SHr G2
INSTALL 24" 0M. ADS Aln OPLAST DRAIN BASIN (OR EQUAL) WTH
GRATE INLET, 2-8' INLET .STUBS (C PER PLAN), AND 10' OUVT
INSTALL 6" PVC (SDR 35) DRAIN PIPE
INSTALL 8' PVC (SDR 35) DRAIN PIPE.
INSTALL 10' ADS N-f2, SMOOTH -LINED PLASPC PIPE
INSTALL 12" D1A. FAGS° DRAIN PIPE UNOER ORIVFWAY
INSTALL 4' WDE CHANNEL DRAIN (ABT, Inc. Polyft;n, OR APPROVED EQUAL
w106T SLOPE) WTH PAVER GRATE (PANT 12420PG).
INSTAL[ 5 x5" NDS ORA55 DECK DRAIN PER DETAIL GW -9?T GAL
CONNECT PRIMARY ROOF DRAIN DOWNSPOUT INTO UNOERGROUAV VIE AREA
DRAIN SYSTEM. 007LET SECLWOARY OVERFLOW A r GRAOE
rG ELEV 5' BRASS GRA TE-
NOS 91--v
(SEE PLAN) OP APPROVED EQUAL
5.� AKIN. E• S.
cc
PIPE %FR PLAS77C TEE
NOTE: FOR BINDING
ABS TO PVC,
CONTRACTOR TO
PIPE SIZE + INVf ELEV USE KS D-ON 194
PER PLAN (.SEE PLAN) SOLVENT OR ECUAL.
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f J
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(GOLF COURSE [.Oij
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SCALE i "— 10`
GRAPHIC SCALE
10 4 5 70 20
( IN FEET )
I inch - 10 €t.
UNA 1) THORIZED CHANCES & USES' m avxqw AgAm mvz &Ws mu nut &
%VMMI FbQ CPR LA6Lr fR WOMH Cf .�F5 TO A4 W Of UY RAIG kt VWWY T W Ng 967
ar p4 jRW go Aug BE,i°�Vg BY V PkgAi5 OF Thfff NANS
ENGINEER'S NOTE TO CONTRACTOR: o6JIPUGTfOtl'i camogow rl9M ?'NAT W AxPo x7F m!
aNDWIr Ai:1".fFIID L1�ri�S�J�Rp�'r]�h�77w(P�#Cryr�� ry�rc�GrlY�{J?M`TJfAy�iy,I�CL�yh�yT�7g�I}G•erLi�RyNU �t�r�yRE}��G�WO i70 A g1�iE�•iTA2.f A40
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A17,j + PR ff-5 h & OUA#FZ fRCdlf r4V) 4AV Ali %W,, AR W ,4 UW Iw aWrTa WN jl +f PJCRfMOCC OF
111D74r - — -wVIr E,YCworw YAW FT kW6 r7fm pf 9911 MCOLmKF OF AEm
40
6" SCREEN WALL -
PER ARCH. PLANS
O T 44
1ACANT)
(APPRO !7 PAD = 9O7 G)
A.P.N.: 767`680-049
NOTE. FG ADJACENT TO BUILDING TO BE 8" MIN.
BELOW UNTREATED WALL FRAMING (TYR).
SILL PLA TE TO BE PRESSURE TREA TED.
14 fXb'aq MD J OgF, W GIB AYY MERAR=V [IF#RS or yA=ffi 9R7kh+ h' HSE PbW KRE 0TAWD BY,#
RRX OF Arm �TM rs IK Bfsr 07 aw vaCM Mff M PO EZ96 OXalS DV0'Thff S VW
W .6 AfZKW-;' FQRR 7Af Pfiorf OR W OF, AW MY YAW fO MfSf fA4U W 57MAQ!1
SEUCI MAHK: T.ELM. ELEV.: 993.91
1 LOCATIO :
THE' TTOP OF CONCRETE BAND AT THE PROLONGATION OF THE
'" ^'- '- • OOMMNONI LOT LINE BETWEEN LOTS 43 & 44. PER CITY OF LA
❑IAL- TWO VMKING 4UINTA 5TREET IMPROVEMENT PLAINS FOR TRACT NO. 33076-1,
BEFORE DAYS BLFORE
YOU DIG YDU DIG BASIS 4F 6EAffiAG5;
TALL FLEE - -2 7-i660 THE NORTH LINE OF THE NW 1/4 OF SECTION 'a, TOWNSHIP B
SOUTH, RANGE 7 FAST. SAN BERNARDINO MERIDIAN PER
A PUBLIC SERVICE BY PM 44/67-68. SAID LINE SEARS N 89'48'12" E.
E iwnFafiR0UND SERVICE ALERT
J4111L m# # 2 I 6' SCREEN WALL
f PER ARCM. PLANS
ill �- III!
_
sir parr
T fI
i
(APPRID PDT= 996. J) 1
A.P.N.: 767-680--W C ��
FF. 996-97
FAD: 996.30
5
J..
w
Ell Q
ELEC. METE �I {
CAS METER —`
29
ENGINEER CITY ENGINEERS SEAL PREPARED 5Y- APPROVED BY:
REVISIONS APPR. DATE pS F JOGRE R MU, INC.
MARK BY DATE FES
�
45-100 GOLF CENTER PARKWAY
BUILDIMC F, SUITE C
2
NO. 62033 INDIO, CA 92201 (760) 34.2-2249
cc Exp. B%30f19
PREPARED UNDER THE DIRECT SUPERVISIDN OF:
TIfO11rIY R. JONASS44, P.E. DATE
� 0C A x q -- DATE: J� 18 PUBLIC WORKS M17CTI]R/CITY ENGINEER
ERIO F. JOHNSQYd, ROE #8=53 Exp. D9f30/19 R.C.E. 45843, EXP, 12f3I/2018
of
m LINE
SEE SHT. G2
i • 4 WT �1-Z
L 0 T II
(VACANT)
(APPRO D PAD = 996 0)
A.P.N.: 767-680-047
LOT 43, TRACT 3" 1. *MADIB CHUB'
LOCATED IN A PORTION OF SECTION 10. T B S. R 7 E, SBEM
CD
T5
r�
Ln
co
SHEET
OF
�
SHEE
�
CITY FILE NUMBER
0
IZ
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
PLANNING AND ZONING COMPLIANCE: I APPROVED FOR PERMITTING:
67
F, ALL WORK SHALL BE DONE IN ACCORDANCE W TH THE LATEST WiRON OF THE STANDARD PLANS OF THE
CITY OF LA QUINTA AND THE LA7FST ED1110N OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION.
2. IT SHALL BE THE RESPONS 0TY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS
DEPARTMENT FOR TN€ NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR
ALL CURRENT ENWRONMENTAL REGULATIONS DURING THE LIFF OF CONS7RUCTION ACTIVITIES FOR THE
PROJECT. ADDI PONAL STUDIES ANCHOR PERMITS MAY 6E REQUIRED.
3 THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES,
4. 771E CONTRACTOR SHALL N077FY THE CITE` OF LA WNTA PUBLIC WORKS DEPARTMENT FORTY-EfGHT (48)
HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CON67ROC77ON AT (760)
777- 7046.
B, THE LOCATION OF FXI.SPNG UNDERGROUND U71LI71ES ARE SHOWN IN AN APPROX)MATE WAY ONLY. 777E
CONTRACTOR SHALL DETERMINE THE EXACT LOCA77ON OF ALL EXIS77NG U77LI17ES BEFORE COMMENCING WORK.
THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY HIS FAILURE TO EXAC7LY LOCATE AND PRESERVE ANY AND ALL UTILITIES,
6, THE CONTRACTOR SHALL 13E (RESPONSIBLE- FOR REMOVAL, REPLACEMENT, OR RELOCA 77ON OF ALL
REGULA TOR Y, WARNING AND GUIDE SIGNS.
7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC
CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCADON,
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY WoNuMENTS OR BENCH MARKS NOTED ON THE
PLANS. OR FOUND DURING CONSTRUCTION. REMOVAL AND IREPLACEVENT SHALL BE DONE BY A REGISTERED
CIVIL ENGINEER NTH AN R.C.E. NUMBER BELOW 33,965, OR A LICENSED LAND SURVEYOR ONLY.
R CONSTRUC77ON OPERA 77ONS AND MAINTENANCE OF EQUfPMENT W7HIN ONE HALF" MILE OF HUMAN OCCUPANCY
SHALL BE PERFORMED ONLY DURING THE 77M€ PERIODS AS FOLLOWS':
OCTOBER IST TO APRIL 30TH: MONDAY THROUGH FIRIDAY 7.00 AM TO 5:30 Pkf
MAY 1ST TO SEP TEMBER 30 TH: M IONDA Y THROUGH FRIDA Y 6: 00 AM TO 7.00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SONDA YS OR ON FEDERAL HOLIDAYS.
NO REDUCTION OF FHE TRAVELED WAY WDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR
HOUCA YS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZA TION TO DO SO �S GRANTED
BY THE CITY ENGINEER.
NO LADE CLOSURES SHALL BE PI<Rh07ED OR ALLOMEED ON ANY CITY STREET BEFORE 8.30 AM AND AFTER
3: 30 PM UNLESS AUTHORIZATION TO 00 SO IS GRANTED BY THE CITY ENGiN+EER.
10. ALL TRAVELED WAYS (MIST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON 7HEM AS A
RESULT OF THE GRADING OPERATION. CLI~AMNG IS TO BE DONE TO THE SA77SFACTI+ON OF THE CITY
ENGINEER.
11. ALL CONSTTRUC770N AREAS SHALL BE PROPERLY POSTED AND LFGHIEO IN CONFORMANCE WITH THE
CALIFOftA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEACES FOR USE IN THE PERFORMANCE OF
WORK UPON OICHWA YS IN ORDER TO ELIMINATE HAZARDS.
12. CONSTRUCTION PROJECTS DI,STIIRBIN MORE THAN I -ACRE MUST" OBTAIN A NA 77ONAL POLLUTANT YSCHARGE
ELIMINATION SYSTEM (NPOES) PERMIT. OWNERS DEVELOPERS ARE REQUIRED TO: A) FILE A N077Cf OF
INTENT (NOI) MTH THE STATE WATER RESOURCES CONTROL BOARD (SWCB), B) PREPARE A STORM WATER
POLLU77ON PREVEN.ION PLAN (SWPPP), AND C) HAVE A MONITORING PLAIN FOR THE SITE. THE NPDES IS A
NA77ONA,L PROGRAM TO CONTROL NON -PAINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE
PROGRAM fS IMPI.EVENT10 AND ENFORCED BY THE SWfRCB.
'ARMY ' ' " 0TI6' ' M AT
THE CON T7RA C FOR S14ALL 9E RESPONSIBLE FOR 7YE LOCA 77CW AND PRO IF077ON
OF ALL U77LI77ES FOR THE LOCA77ON OF UNDERGROUND URLIPEFS OR FOR
EMERGENCY ASSISTANCE CALL:
IMPERIAL IRRIGA 770M DISTRICT (ELECTRIC) 760 398-5354
THE SAS COMPANY 800 427-2200 OR (760) J46-5927
VERIZON (800) 48 3-.50X OR (760) 864-1720
COACHELLA VALLEY WATER DISTRICT (760) J98-2651
77ME WARNER CABLE (760) J40-1312
ALL PROPERTY CORNERS SHALL 6E UNDISTURBED BY THE GRADING OF 1HESE
&PROV1=MI=N TS: THE CONTRACTOR SfIALL BE RESPONSf&f FOR rHE- RESToR-
A77ON Or ALL LIOST OR OBUFERATED MONUMENTS WlfCH ARE FO 8E fRESEr
RY A LICENSED LAND SURWYOR OR A QUALIFIED REGISTERED C 4L ENGINEER
AS SPECIFIED BY THE SU60105ION AfAf ACT.
'.
DRAINAGE PIP)MG AND RTTbVGS SHALL BE ARE ASTM 2752, .SDR
35, OR PVC AS7k J034, SDR ,35, UNLESS OTHERMSE NOTED, MIN
PIPE SLOPE SHALT: BE 0.59
.FIE CON TRACTOP SHALL BE RESPONSIBLE
FOR 68TANNIN+G APPROVAL FROM THE CITY
FOR O POSIRON OF ANY EXPORT MA 7€RAL.
TIME CC T RAC FOR SHALL SNAKE THEEN 17RE
SIDE DRAINAGE SYSTEM AND REMOVE ALL
RESUL 77NC DEBRIS JUST` P00R TO 0hNE;R
OCCUPANCY.
LINA U THORIZED CHANGES & USES- TAr 9&E& Auhm w�sE Pars #v nor ac
ft'a Wgf F9 CR LMI FY, 061fIfJflkl'PM MCES FO Ulf IM IF P#7 RAG& M L}'d4' fZ FO FREE PtAb".i Mr
X Ay eW �M MT 9E MMU 6r X RAFA h' OF TfU PLMS
ENGINEER'S NOTE TO CONTRA MR.- mmrwv avnucr6wAqw
CgApiff cur Rw a 5WIT cawm W% 16F zu?k ar MATMV or Fh PWCT AclWW
sf M WA[[ MW W AM77Y, M W RtWM. r -tMU 9E M4E T9 ArRY i171ti7WYR Y W AVT RE
WU W AQUA NIMM hM AW MFUTA "MCW fMER 00 TO cam, M6W M MV
f650, rttXE55 f r" ANrAV AU Wff fiU W &EGO N UWCU PTN Nf Ag?fM,W OF
N07A ow w MECT, g' Ziffrr 4aw F" ?w sff #a1G•g►ti'E ar+ Ate.
M €XGTga W f 6Un5Y OF ANY bMWW VMS OR SA CIAE5 S7fi01FN N RY PW KRE Ol9FM0 BY A
9AhCH OF AWOf J9ECM TO M &37 CAS 99 KAVKP Tf W MF AV BITS W ilr, R3 D't 7 Mg .9
AMR S kE5 F RW Thf PIlV EMY W AAV Wr [ TO TFff f,E T OR SR+ Un
FiltiAAftK: 7• B.hi . ELEV.: 993.91
LOCAT
TOP OF CONCRETE BAND AT THL PROLONGATION OF THE
{ r' COMMON LOT LINE BETWEEN LOTS 43 do 44. PER CITY OF LA
DIAL QUINTA STREET IMPROVEMENT PLANS FOR TRACT NO. 33076-1 ,
BEFORE DA`FS BEFOPof
YOU DIG YOU DIG BASIS OF BEARINGS:
TALL FREE 1-80{}_227_264p THE NORTH LINE OF THE NW 1 /4 OF SECTION 9, TOWNSHIP 5
SOUTH. RANGE 7 EkV, SAN BERNARDINO MERIDIAN PER
A PUBLIC SERVICE BY PM 44/67-68. SAID LANE BEARS N 69'46'12' E.
UNDERGROUND SERVICE ALERT
p]�ECISE
LOT 43, TRACT 33076-1
" THE MADISON CLUB"
0. ,'Bly ,U
I. GRADING SHALL BE 1N ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE
UNIFORM BUILDING CODE, LATEST EDITION, AND SOfZS REPORT NO.
DA TEO, — _ PREPARED BY
TELEPHONE NO.-
2 THE SOILS ENC4NEER AND THE ENGINEERING GEOLOGIST SMALL EXERCISE SUFFICIEw
SUPERLISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS, AND CODE KITMN THEIR PURVIEW.
J. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFTICIENT CONTROL DURING GRADING TO ENSURE
COMPLIANCE MTN THE PLAINS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW.
4. DURING ROUGH GRADING OPERA77ONS AND PRIOR TO CON57RUC17ON OF PERMANENT DRAINAGE
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING
WATER AND DAMAGE TO ADJACENT PROPERTY
5. AFTER CLEARING, EXISTING GROUND SHAD BE SCARIFIED TO A MINIMUM OF 6. ON THE EN 77 RE
SITE OR AS RECOMMENDED BY THE SOILS REPORT.
6. THE MAXIMUM CUT ANO FILL SLOPES SHALL BE 2-I.
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90Z RELA IIVE DENSITY PER A.S. T.M,
SPFC0CA DONS AND THE ABOVE MENTIONED SOILS REPORT,
8, MINIMUM BUILDING PAD DRAINAGE SHALL &E 2Y. DRAINAGE SMALL RE A MINIMUM OF 0.3'
DEEP AND 6E CONSTRUCTED A MINIMUM OF 2" FROM THE TOP OF CUT OR FILL SLOPES. THE
MINIMUM SLOPE OF SWALES SHALL BE 0.57.
9. ALL FILLS SHALL BE COMPACTEO TO A MINIMUM OF NINETY (90) PERCt<NT OF MAXIMUM
DENSITY A5 DETERMINED BY THE UNIFORM BUILDING CODE SEC77ON 7010 OR EQUIVALENT As
APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL 13E DE7FIRMINED IN ACCORDANCE
WTH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS OERERMWEO BY THE
CITY ENGINEER.
10. ALL S71RI=ET SEC77ONS ARE 7ENTA77VE, THE MINIMUM SEC77ON IS 3' A.C. OVER 4.5' CRASHED
A.B. ADOITIONAL SOILS TEST(S) SHALL BE REQUIRED AFTER (ROUGH GRAVING TO DETERMINE
EXACT SECTION REQUIREMENTS. THE CITY ENGINE€R SHALL APPROVE 771E FINAL STREET
SEC 77ON.
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECDON,S AFTER SUBM+ TTAL
OF V VALUE TESTS FOR ROADWAY SUBBASE,
12. LOCATIONS OF FIELD DENSITY TESTS SMALL. BE DE7FRMINED BY THE sDIL ENGINEER OR
APPROVED 77=ST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VER77CAL
PLACEMENT TO PROVIDE REPRESENTATIVE TESITNG OF ALL FILL PLACED. TES-nNU IN AREAS OF
A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL
REPRESENTATIVE SAMPLINGS.
13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN
THE TYKE OF FIELD TES77NG PERFORMED. EACH TEST SHALL BE IDENTTFfED WYTH THE METHOD
OF OBTAINING THE IN-PLACF DENSITY, WHETHER SAND CORE OR DRIVE RING, AND SHALL 8E
SO DOTED FOR EACH TEST SUFFICIENT MAXIMUM DENS' TY DE7ERMINA 77ON SHALL BE
PE'RFORMEO TO VERIFY THE ACCURACY OF THE MAXIMUM DEf+IS7TY CURVE'S USED BY THE FIELD
7ECHIVICIAN.
14. ALL UNDERGROUND FACILI IIES, W TH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO
PAWNG, INCLUDING, 01IT NOT UMITEO TO THE FOLL04YING: SEWED WA TER, ELECTRfC, GAS, AND
DRAINAG€,
15. THE FINAL UTILITY BACKFILL. REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN
APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR TIME INTENOE0 USE.
76. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT SUBMIT FOR SPEARATE BUILDING
PERWIT(S).
77, THE CONTRACTOR I5 RESPONSIBLE TO PREVENT SILT CONTAMINA77ON OF STORA4WATER
INFIL TPA PON FACILE77E5 DURING CONS7RUGTTON OF SUBSEQUENT IMPROVEMENTS BY THE
CtON77RACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE
RETE'NTIOhIANF10T A770N FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN 17-IE PRESENCE OF
THE O'I7Y INSPECTOR, A PERFORWANC€ TEST DESIGNED TO CLEARLY DEA40NSTRATE THE
FUNC77ONAL ADEQUACY OF THE FACILIDES.
18. THE CONTRACTOR SHALL PROWDE WINF EROSION AND DUST CONTROL MEASURES A5 REQUIRED
BY THE FUGITIVE' DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
(100 00) = EXfS ANG GRADE
I0o.00 - gNlSH GRADE
-- - EXISTING CONTOUR
- ADO = PROPOSED CONFOUR
— - C — — - DA}V6HT CUFfFILL LIRE
TC = TOP OF CURB
FL F10KIIUE
TP = TOP OF PAVE'MFNT
E:C = EXISTING GRADE
TW = FOP OF WALL
FOC - TOE' OF COLUA41V
TF = TOP OF FOO TANG
EP = FOG£ OF PA VFMI N T
W11 = WA T: fR LIRE
55 = SE4ER LIRE
IC : IRRIGA TTON CONTROL VAL VE
ENV = IN VER T
SSUH - SANfT'ARY 5EhER MANHOLE
TC = TOP OF GRA TE
F5 = FT)VISHED ,SURFACE
FG = fINI-WED GRADE
FF = F'7 KHED FLGOER
GFF = GARAGE f7NISHED FLOOR
BFF = BASFIIFNT f7NISHED FLOOR
TO. = TOP OF ,SCAB
B. S.L. = BU11.0ING SE TRA CIS LINE
PA = PLANTER AREA
RUE = PUVBLJC�}U711TY EASEMENT
R.D. !S p00 ORAIIY
TRW = TOP OF ROCK WALL
D. G. = DECOMPOSED GRANITE
CO. = CLEAN -OAT
HGL = HYDfRAUILIC GRADE LINE
0.8. = GRADE BREAK
= EXf577NG BLOCK WALL (HEIGHT VARIES)
PROPOSED CCWCHETE AREAS
= EXIS77NG CONCRETE AREAS
= EA757ING WA 7FR M€T'R
[E] = EXISTING ELECTRICAL UPLITY
Q = FOUND UXURENF, AS NOTED
m �� RETAINING WALL
= COMS(NA 77ON REFAININGISCRFFN MALL
SCREEN WALL
NS TRUes T 4* MIN THICK P.C.C. ORI VEWA Y AER LANDSCAPE PLANS
-ON EXIS VNG CONCR£TF SAND A T 5TREE r
2,786 S F
INSTALL LANDSCAPE HEADER PER LANDSCAPE PLANS,
1 L.S
INSTALL 4' PVC` (SDR .3,5) DRAIN PfPF,
290 L.F
AVSTALL 12 X12' NOS AREA DRAIN PER DETAIL ON SHT: G2,
f EA.
INS TA L L 4' DiA. NOS A TIRIUM DRAIN E'ER DETAIL ON sHr G�
7 EA.
fNSVALL 6' DIP. 405 ATRIUM DRAIN PER DETAIL ON SFIT 02
14 EA.
WSFALL 24" DIA. ADS HYLOPLAST DRAIN BASIN (OR FQUAL) NTH
GRA TE INLET, 2-8' INLET STUBS (< PER PLAN), AND 10" OURfT.
1 EA.
WTALL 6* PVC (WR 35) DRAIN PIPE.
251 L.F.
INSFALL 8' PVC (SDR 35) DRAIN PIPE.
fIf L.F.
IIV57ALL 10' ADS N-12, SMOOTH -LIKED PLASTIC PIPE
12 LF.
ISFALL 12' 19IA. RCP DRAIN PIPE" UNDER DRIVEWAY.
26 L.F.
1�
iNSFALL 4' WE CHANNEL DRAIN (ABT, Inc_ P&l Df-oh, OR APPfROZD EQUAL
W/O 6X SLOPE) 1WTN PA VE R GRA TF (PART #2426P)-
47 L.F:
1�
INSIALL 5 0" NDS BRASS DECK DRAIN PER DE -TAIL ON SHT. G,3
I EA,
1
"NE -CT PRIMARY ROOF ORAw DOfiIYSPOUF INTO UNDERGROUND SITE AREA
DRAIN SYSTEM. OUTLET SECOWARY OVEiRfLOW AT GRADE.
8 EA -
OABf IEL PEREZ DATE BURT HANADA DATE
PLANNING MANAGER BUILDING OFFICIAL
CITY OF LA QUINTA CITY OF LA QUINTA
AVE. 52
COL#UMBUS DNA Y
p
0
C) L A VE. 53
PEARY
cn
RAW T
SITS°CD
6AFF?R Alf. z
A VE 54
PROM ET 17ATj1
L 0 F 43, TRACT 33076-1
53- 742 ROSS A 4 ENUE
LA OUINTA, CA
_T R,4P Y
TOP"APHIC SURWY AERFOIRMEO 8Y
McGEE SUfRVFY1NG
FEMA FLOOD ZONE DESIGI1NA 77QN, C
L 0 T AREA = 38, 693 S F.10.8883 A CRES
XW669 AREA 4 ,31,800 SF.10.7J00 ACRES
SHEET INDEX
G1
CLOVER SHEET
02
PRECISE GRADING PLAN
G3
PRECISE GRADING PLAN
ENGINEER CITY ENGINEERS SEAT PfPAiED 8Y.
MARK BY DATE REVISIONS APPR. GATE APPROVO BY:
" 45-100 GOLF CENTER PARKWAY
x BUILDING F, SUITE G
NO, 62033
Exp. �/aa710 �
I1�010, CA 9,2,201 (760).34�2—,2,249
�
PREPARED UNDER -THE DIRECT 5UPERV}S14N OE-,
MOTHY R. 4NASSON, P.E. DATE
o ALA ~ -- _.�-� - DATE: ¢ �S TIPUBLIC WORKS DIRECTOR/CITY ENGINEER
ERIC F. JOHNSO4,RCE #62033 E?iP. 09/3O/19 R.G.E. 45843, EXP. 12/31 /2018
+ UAATITI 15'
CUT, 110 C. Y.
FILL: 20 C. Y.
S-IRfNKAGE• 3 C. Y.
POOL & SPA: 220 C. Y. CUT (ASSUMED)
TOTAL EXPORT.• 307 C.Y.
#CA RTHW{ORK QUANAAES -WOP I HEIRFOW DO NOT INCLUDE S B,SIDENCE,
OVER-EXCA VA 770N OP EXGA VA 17ON OF FGOTT GS
*EAR7HhVRK QUAN7777ES ,SHOW HEREON ARE FOR PERMIT PURPOSES ONL Y.
CON7RACTTOR SHALL BE RESPQN.5IRLE FOR DE?ERMINING HIS OW
OtIAN77RIES FOR BIDDINC PURPOSES
UTILITY ACEMC7 fffF0RjV,4_rf0jV
COACff LLA VALLEY WATER DISTRICT• (760) 398-2651
IMPERIAL IRRIGA 17ON DISTRICT (ID): (760) 398--5820
7HE GAS COMPANY (800) 427--2200
VERIZO • (80D) 48.3--1000
77ME (WARNER CA8LEOSlaV.- (760) ,340- f,312
CRY OF LA CX*frA
CFLADM �••� �+ 11
VOM RESDENCE
LOT 43, TRACT 3 7 1 OMADBM CLUB''
W-742 ROM AVIENUE
LOCATED IN A PORYION OF SECTION 10. T 6 S, R 7 F. SBBM
SHEET
Gi-
OF
SHEET'9
CITY FILE NUMBER
w
Lo
co
-
I IV
CQATzBLKTzm "F-es
CONSTRUCT 4" kik 7NICIC P0. C OR/ VEWA Y PER LANDSCAPE PLANS
,.ON EXIS 77MG CONCRETE BA NO A T STREET.
INSTALL LANDSCAPE HEADER PER LANDSCAPE PLANS
INSTALL 4' PVC (SDR 35) ORAIN PIPE;
XSTALL 12 X12' NDS AREA DRAIN PER DETAIL 6N Sqr G2
INSTALL 4' DIA. NDS A WUU DRAIN PER DETAIL ON SHT. G2■
INSTALL 6' DIA. NDS A TIRIUM DRAIN PER DETAIL ON SHT, G2.
INSTALL 24' DIA. ADS NYLOPLAST DRAIN BASIN (OR EQUAL) @rH
GRA FE INLET, 2-8- INLET STARS ([ PER PLAN), AND 10' OUTLET
INSTALL 6" PVC (SDR 35) DRAIN PIPE.
INSTALL 8' PVC (SDR 35) DRAIN PIPE
INSTALL IDv AOS N-12, SMOOTH -LINED PLA.S77C PIPE.
INSTALL 12' DIA, RCP DRAIN PIPE UNDER DRIVEWAY
Y
I INSTALL 4' WDE CHANNEL DRAIN (AST Inc. PdyOrotn, OR APPROVED EQUAL
W10 6X SLOPE) NTH PA VEIL GRATE (PART J2420%
INSTALL Y xY' NDS BRASS DECK DRAIN PER DETAIL oN SHT. Gj.
CONNECT PRIMARY ROOF DRAIN DOHNSPOUT INTO UNDERGROUND 57TE AREA
DRAIN SYSTEM. OUTLET SFCONDAR Y OVERFLOW AT GRADE
rG ELEV
(SEE PLAN)
--- LxYIN.
REDUCER
a
PIPE RISER
PIPE SIZE
PER PLAN
f
SPEED -D-TUFF GRATE
NOS 1212 (GREEN)
1'-0" OIL APPRb 0 EQUAL.
PROVIDE BRASS DECK DRAIN
GRA 7F A T AC EOWP. YARD LOCH PON.
J F G.
A fE HOUSING
ADAPTER NDS 1221
OR APPROVED EQUAL
PLA S UG TEE
OIE• FOR BINDING
ASS TO PVC,
CONTRACTOR TO
INV FLED USE HELD -ON 194
(jEE PLAN) SOL VENT CR EQUAL.
DRAIN DET
Iv TS.
TGELFV 4'ON6'
(SEF PLAN)
F1PE RISER
PIPE S'IIE f
PER PLAID
OP 6,11' DIA, A
N.T.S
SCALE-1 "-10'
GRAPHIC SCALE
10 p 5 pp 20
( LH FEET )
1 inch = 10 ft.
.SPEED-0- TUFF GRA rE
6' SCREEN WALL -
PER ARCH. PLANS
- rl rr PIL "
VACANT) �
(APPRO D PAD = 997O) g6 0
ARM-- - 767-6S0-04Jay���
6' SCREED WALL -
PER ARCM. PLANS
f %rSti4 4r- �yrr-
I 16.23 ::...:::.:.. .
T�
N �
ro
nu
)�!)u
LA WN
PA
LA H9+1
ND5 BD � (GREED) ~ - OR APPROW0 EO AL
_ '99
x Arnf 1N PER —
LA WIV �! L RGE aAFiSr- NAP- - _
(TO BE FIELD VERIPED
PLASAC FEE ,r; 1 DRAIfU 1hILE'C'- -- _99
-- -
rn as 992.47 T'Gj
NDTE FOR 6IIVDING c Fr+ ti4 _ i__
ARS TO PVC, r`'-�'-.
CONTRACTOR TO $ �'
USE L0-ON 194 �. C993? _ D. l ,.
IN I! ELE k! SOL VENT OR EQUAt. .. � - -� '_ � - �� � � ,. ``' ■--,
UNAUTHORIZED CHANGES & USES- Try amu mmm rv.,, R)m vu AaT x
pzp%%Ll' AA AF LAqtF rm,, wwUTTR74l,TEa awb 5 To OR b5a vr MEZ a4e Al mm TO TTTE ams 41ar
X N OW 4V 99 &0YWBYAFPfFPAUOFII RM,
FNGlIVFER'S NOTE TO CONTRACTOR' cuwm."", V�wrrmx.ww Tm7 ffr wftr
r AfL"PU C06WMY Fk CT+Z' MMCXW L W{O'W AL 9f REDfn ?g TO RAT' S2f At
GORE. K"�K7Y TOI4 jx 97E mTdpYS Ot,Ir m PC cm?z it mvsTR xmv # Fff mm,, wG"
Aq i' OF kL P95OWS W P r}�J 7Y 7MT W kM1, aW AU 8E MOE r0 AAA[ r nWM r Ae 0T fE
IOU TJ WW #DW kM AW COWSiR Cin GLWlId4CW MMU A6NFfS TO XMW MWtANr7 hUB
OEM 1 C 4%U55' fRW W IM V ,tAr#R, fiR W Ad 16M N CWCn k7h III' aAFMW OF
r 6W 59 XWICT E1n7°}74VG MAM ARW FRaV #F 501f Wa&W Or MD6N MtMW-
� �IFTdGF 1C�IJgh' � air 7PgRq�J,4P7 L7JErJ,6GS LbF STREA:TGB�� 4 � Tr>� JPl~7PJ" 6YeF
40
x Y� � � � � "''' � 'ram �.- -�.' �-=�•-�--' -ti _ -• — —--�-=.,w,
4'
i T DETALL��_-_
9/1 :.
EX 12" HDPE STORM DRAIN PER STORM
16" HDPE STORM DRAIN PER
STORM DRAIN PLAN SET 5220, STORM DRAIN PLAN SET 05220,
SHT. 3. (PROTECT) ' sHT. (PROTECT)
NOTE: FO ADJACENT TO BUILDING TO BE 8" MIN.
BELOW ONFREATED WALL FRAMING (TYP.).
SILL PLATE TO BE PRESSURE TREATED.
ZVO Of'4WW RffOM TO IW ffg Of 6W A'NWM NM AW JW EMW 0M DaPr TT W SRTPR71+
a w p9AW X4WTX IS R12#9 TO W Ni RREC4 UW WAVU M ,PfI rr PE fITgIJ7}3'
6ff.WF fW 7W PXTEC&V Of W AVI' allK M Af5E &U A4 5T
UFfCHMARK: T.13.1. ELEV.: 993.91
DE
o TOP OF CONCRETE BAND AT T14E PROLONGATION OF THE
COMMANON LOT UNE BETWEEN LOTS 43 & 44, PER CITY OF LA
DIAL TWO WORKING QUINTA STREET IMIRROVEMENT PLANS FOR TRACT NO. 33076-1.
BEFORE DAYS BEFORE
YOU DIG YOU DIG BASIS OF BEARINGS -
THE
TOLL 1-$I 1�227-i6IX} THE NORTH NE OF THE NW 1/4 OF SECTION 9, TOWNSHIP B
SOUTH. RANGE 7 EAST. SAN SE.RNARDINO MERIDIAN! PER
A PUBLIC SERVICE BY PM 44/67-68. SAID UNE BEARS N 89'45'12' E_
UNDERGROUND SERVICE ALERT
ENGINEER
MARK I 6Y I DATE
_— 6' SCREEN WALL
JK6n PER ARCH. PLANS
a4 -
SEE SHT, G3
m - mlm��
MATCHLINE
LOT fr 2
VACANF)
(APPRO D PAD = 996.0)
A.P.N.: 767-680-047
5' SCREEN WALL
PER ARCH. PLANS
--- IREWOVE CAP AND CONNECT TO
EXISTING PIPE.
(983.1f I V)
(100-YR NGL=984.5f PER
PLAN .SET ,5220, .SPIT, 3. j
EX�SnNG 10" STORM DRAIN
p. SR)a-OUT PER PLAN SET .#05220
FIELD VERIFIED) .
EX. SWALE �
Eh 4 HOPE .STORM DRAIN PER
STORM-DRAl PLAN S'jE.T 05220, �
SFI7 J. (PRO7E /
ell
TY
REVISIDIVS APP I DATE 1 MGIF# 9 o ESSI SEAL PRE -PA
IfeCINH UR APPROVED BY: C:fTY OF LA MCA
45-100 GOLF CENTER PAR 'AY
i DUILDIN F, SUITE G �
tj NO 62033 m � ,' (760 j - 4 DOAP1
I xR. 9' LOT , MAC:T 3 7 -1, ' CLIP '
PREPARED UNDEf. 7H1` DIRECT SUPERVISION OF, TIMCTHY R. XNASSON, P.E. DATE W-7
CA�Ir❑ ' 4'-.---.-- — DATE: .3 I4 I8 PUBLIC WORKS DIRECTOR/CITY ENGINEER
ERIC F. JOHNSGN. RCE #62033 ESP. 09 f Of19 R.C.E. 45843, LXF. 12/31/2018 LOCATED IN A PORTION OF SECTION 10. T 6 S. R 7 E. SBBM
11 ' l u p L_ k_- y
Elf EVGF OF PA ONG
EX BA YSA VER SEPARA TON SY5 TEM -
PER STORM DRAIN PLAN SET 105220
(PROTECT)
R 0,9
ElHEET vouo
OF �
SHEETS W
CITY RILE NUMBER 0
a
QL
' S
CONS1 f'L UC F 4 " !lTIN, TilICK P. G G WPM f t+M Y PER LANDSCAPE PLANS
JgN EXISRNC CONCREFE BAND AT STREET
INSTALL LANDSCAPE HEADER PER LANDSCAPE PLANS
INSTALL 4' PVC (SOR 35) DRAIN PIPE.
fNSTA t 12 {I12" NOS AREA GRAIN PER DETAIL ON SHF G2
INSTALL 4" DIA, NDS A MUM DRAIN PER DErm DN •SHT. G2,
INSTALL 6' DIA. NOS A MfYM DRAIN PER DETAIL ON SIBT G2.
INSTALL 24" DIA, ADS NAOft A5T ORAIN BASIN (OR EQUAL) WTH
G'RA TE INLET, 2-6" INLET S7VBS (< PER PLAN), AND rO" OUTLET.
INSTALL 6' PVC (SOR 35) DRAIN PIPE
INSTALL 8" PVC (5,9R 35) DRAIN PIPE
INSTALL 10` ADS N—I2, .SkOOTH—LINED PLASPC PIPE
I INSTALL 12' DIA- RCP DRAIN PIPE UNDER DRI VEWA Y.
] INSTALL 4" WOF CHANNEL DRAIN (AK, Inc. FdyDrar'rr, OR APPROWD EQUAL
w 0. 63- SL OFE) iW TII PA LFR GRA TE (PART 12424PG).
INSTALL 5 x5ff NDS BRASS DECK GRAIN PER DETAIL M SHT 03.
CONNECT PRIMARY ROOF DRAIN 0OWSPOUT INFO UNDERGROUND SITE AREA
DRAIN S'YSIER OUTLET SECONDARY OWRf LOW A GRADE:
rG ELEV i BRASS GRA TE
t� NQS �138
(SEE PLAN OR APPROVED EQUAL
F.S.
PIPE RISER PLA,SUC TEE
}
NOTE' f-09 BINDING
r ABS TO P VC,
CON TRAC TOR TO
PIPE SIZE INS ELEV _ USE LL7—ON 194
PER PLAN (SEE PLAN) SOL VEIV F OR EQUAL.
" "' BRASS" DECK DRAIN DETAIL.:
N TS
.SCALE I "— 10'
RAPHIC SCALE
7Q } 5 1b 20
( IN FFET
1 inch = 10 ft
UNAYTHORIZED CHANCES & USES.w Lw6w PR55w A5r aw ri w i•
RE33 }4lwl FCRI X L f f6K f1mtIfWRZa D GYiS4 N 1-0 OF m or RN6 Q'dUio 70 w
BE fN riM f4'dQ Affb71W AP1frg hr` Uf AUW W HUE PW
EN 11 E R`5 NOTE Tn COIV RAC OR: "MMMIN r Vm?fn%lW7s fM ", UFWAWnX 07M
ca ,UY &070 MUWMV AWW� 0MRar COAWrX C ff MW TO
C are RW5RlTY RN M SW LYkIA7W LY14>a4G' W VAW CIF MWR 50# (F W Mgr A Q 6W
SAq?Y 6F NJ P l?M AV PJ DqT i7 FM 7W 1Pf0�G44fl� Ml EE TO AR r � r AOt ff
� rrgYq % ,`+GI[3Ps, W L'WRCfW 04tivWW R.d4M AGIW 70 allU Wkff� W iaq
�y ](lw�y� ]�ImJ��] � � � �r� NIT 4 V &I [r �/r�'J,;y, y'7j�09 &tro %w ,c�'�` ,uffly r RE � cF
jR4�Fl14�-y4yT^1f�TpM.7 T�IAIf(W1C47,�j&UP LiRf!/ �fi�I.� iFlL �yipiJl[L}�i�C�;- GT GY�IIl7f1 [y �IMMM�f�
i1�C CN7/Lff4L N4! V1.A7iWeT :4 f1f 17 � � LM .J1JLLE.1[gE[] .f�yr rf fy.Y F2i4T..7 R1IlE
L.7D
40
r�
1 �
Ji f
i III
\(-,- -I o L)-F� I Flj
n (GOLF COURSE LOrj
AI - r
n u � �I v fi � � _�• c � r
{.:� y,+ R T Pi�l �'J
— $F# 2-�
4.� _ f
2 -- - - -- — - SLOPE TW -PA-
994SL Pf TW
C9� w RASE
- -� �.+,IGRADE ^'WFINITY EDGE - .. �994� 2
5 991Yva
a
POOL
996
1
° 1� -I'1 "11 15 1 ggAr
6 9 i f gg gg I SPA j 9°J , 9g' S gg' \t
pi
r All
mi
IRS
,� .
SZ—
54.0 X,1 L�29 - fi - = ;-, Y 0 _ _GRAIN °lcjPA
—
5 j
m
6' SCREED WALL
—
PER ARCH. PLANS
L O T rl
VACANT)
(APPRO D PAD = 9.970)
kP,IU 767-680-049
NOTE: FG ADJACENT TO BUILDING TO SE 8" MIN.
BELOW UNTREA70 WALL FRAMING (TYP,).
SILL PLATE TO BE PRESSURE TREATED.
EW OF ANY&E rYMNS rO IVJ l i{, AW- 49 E57W = E�2Fi THajE Wo
hYd 6 RED fY IW AB9T M 6F, hW MY YM6F To ' OR SMM
�tl�d8RlS: T.B.M. ELE�l,; 993.91
J Lam:
_ Hv� N .. E' T.0 TOP OF CONCRUL BAND AT iHC PeOLONGATION OF TOC
COMMNON LOT LINE BETWEEN LOTS 43 do 44, PER CITY OF LA
DIAL TWO WORKING QUINTA STREET IMPROVEMENT PLANS FOR TRACT NO. 33074-1.
BEFORE DAYS BEFORE
YOU DIG YOU [)jr, EMIS OF BEARINGS:
.3
ENGINEER CITY ENGINEERS SEAL PHEPARED j9 Y-
MARK $Y DATE REVISION5 APPR. DATE �Ess f APPROVED BY:
45-100 GOLF CENTER PARKVAy
ago . d yO MCGRE RVEYMCr, ME
//�� ��++.y 'J Bj�y�i�IL/DIN F, STTI E' G
W lJ• VLO rP, r'R!r1r / %-A f]0or" ZP4^h 5
r5 IT � 1
224. i0 `
(9"s) °>r
.x
c 5-
J Al
Mi
SJ
-� } '`Vlr
2Z� w
6' SCREEN WALL
PER ,ARCH. PLANS
147
h
E SF
L J T }I
(VACANT)
(APPROWD PALS = 996.0)
A.P.N.: 767-680-047
�fl
NOFLAOUW
r Ii
r%#"% A !mac
SHEET - 2
v