PG2021-0008COACHELLA
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
TRACT MAP NO, 37790
CLUB VILLA AT ANDALUSIA
LOTS 37 103 13 & 59
IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M.
50TH AVE
GOLF COURSE
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Lu
54TH AVE.
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La QUINTA Dis
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PROJECT AIRPOR BLVD. \ \ \ 391/344
SITE 58TH
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60TH AVE.
z EXISTING B.O.R.. IRRIGATION MAINco
A `
a
62ND AVE. 777"1 2 7
3 �.' �
/ / ? 65
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VICINITY MAP PFL
NTS LEGEND: 1 ,
SECTION 27, T.6.S., R.7.E., S.B.B.& M. TC INDICATES TOP OF CURB 7 -
FL INDICATES FLOWLINE
OWNER/DEVELOPER: I
EX INDICATES EXISTING 62 \ � 2
SUNRISE LQ, LLC HP INDICATES HIGH POINT ! I 9
ti, `,p 61 CG
81-570 CARBONERAS z LP INDICATES LOW POINT �, fri [ 10
f I ` <, REMAINDER
LA QUINTA, CA 92253 � _ GB INDICATES GRADE BREAK
PHONE:(760) 777-1776 N FF INDICATES FINISH FLOOR I 60
GF INDICATES GARAGE FLOOR DRIVING RANGE I I
APPLICANT: FG PE INDICATES PAD ELEVATION I 913 GOLF COURSE
SUNRISE LQ, LLC CB INDICATES CATCH BASIN 58`
' 67 s
PUE INDICATES PUBLIC UTILITY EASEMENT I .. z " I '
81-570 CARBONERAS ',: L 57 t4�. -
LA QUINTACA92253 1°�°.��PT;,,/' '".27A! RM/ INDICATES RIGHT OF WAY _s,� I ,.... /�j/�/j// 0
21;;: EP INDICATES EDGE OF PAVEMENT / LS LI
PHONE:(760) 777-1776 56 15- J
INV INDICATES INVERT OF PIPE ELEVATION REMAINDER 55' 16
SWIM & TENNIS FACILITY
COVER OVER FOOTING FS INDICATES FINISHED SURFACE � m�s �`"S .�f�'` `" ;
ENGINEER. FROM 0.5'T01.4' FG INDICATES FINISHED GRADE[/ £t /
_ 64 54 17
WATSON ENGINEERING TF INDICATES TOP OF FOOTING `~("''"--'"'�� "�, -'
48-725 VERBENA ROAD „ �� ,� ,�} ; mf. '_' 53 18
TW INDICATES TOP OF WALL ,. �. :_��` .-.,M.,: i; :;i 67 -.1 PALM DESERT, CA 92260 SECTION A A t _._ ._ I; . z i , �•:.
q r' ut
i �7 .... (j E f r`w j 1, -il Fi 3., 52 19
PH:(760) 275-1553 BLOCK WALL A, "'`"`- ` L=• ----`-_r •'
() �a �- _..., 1, _�."a'- 51
SEPERATE PERMIT INDICATES CONCRETE 2 -- -
NTS L.; c --, -- 67 20
BASIS OF BEARING: _� = - W 49
so -- n
INDICATES GARDEN WALL r 4---""� \
THE BASIS OF BEARINGS FOR THIS MAP 1 48
IS THE SOUTH LINE OF THE SW 1/4 OF INDICATES FIRE HYDRANT r`t' 5 46 47-
...
SECTION 27. BEING N-89°4T47"E .– a � . °t ..�.. �!!!�!
O INDICATES MANHOLE GOLF COURSE 8 39 40 41 42 43 23 22 21 /
- / \t... 27 24
BENCHMARK: 0 INDICATES CLEAN OUT a. ' 26 25 �
BM # P.D. 109-70 ELEV. 527.941 (NAVD 29) -� 4` 28
29
109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING / ^•-A.s` 38 30 --
WALL 2.0 MILES SOUTH ALONG JACKSON ST FROM HWY. 11 L„�.--
31 3r
ti - /
THEN 2.0 MILES WEST ALONG AVENUE 50, 45 FT. WEST OF / —
33 [ 32
MADISON ST. AND 18' SOUTH OF AVENUE 50, 33
( \i 36 35
34 i
8' -
ASSESSOR'S PARCEL NUMBER: 10.5 a ?
EX.- LAKE
GOLF EUR
764-200-071,072,073 WALL
DWELLING REMAINDER3 p, 20MIN.
FINISHED SIDE YARD STOOP PROPOSED BLOCK WALLUTILITY PURVEYORS: ,
y
MIN. z 2i -I (SEPARATE PERMIT) 1 - °�ti..
WATER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651 o
F
SEWER - COACHELLA VALLEY WATER DISTRICT: 760-398-2651 m 2% MIN. `? - ' v a zao soo e°o eoo moo
ELECTRIC - IMPERIAL IRRIGATION DISTRICT: 8003DER
03-7756 AIN '``
— — —
TELEPHONE -FRONTIER COMMUNICATIONS: 800483-5000 20% MAY. LL (M ' * �y J INDEX M A P
GAS - THE GAS COMPANY 800-427-2200 (IN FEET)
CABLE - SPECTRUM: 760-340-1312 2% MIN. !� _ _ _ _ _ _ _ _ _ _ _ _ _ 1 INCH = 200 FT.
cel
10'-12.5'
NOTE: FOOTING I MIN. COVER 6” BELOW "
LOWEST SWALE FLOWLINE 8"X 8" OPENING
1. SEPERATE PERMIT REQUIRED FOR BLOCK UNLESS OTHERWISE BLOCK WALL OMIT 112 BLOCK AT FLOWLINE
AND RETAINING WALLS INDICATED PER SEPERATE OF SWALE TO PROVIDE OUTLET
FOR YARD DRAINAGE
2. TC (TOP OF CURB) ELEVATIONS ASPERMIT
SHOWN ARE FOR REFERENCE ONLY TYPICAL SIDE YARD DETAIL 0®
IN SETTING GRADES NTS ®® ® SWALE FLOWLINE �T WALL
PL ELEV. WALL FOOTING
PER PLAN
TYPICAL WALL OPENING
NOT TO SCALE ——————————————— — — -
BUILDING 15'+ VARIES VARIES 16' MIN.
PATIO REAR YARD a WITH PATIO FRONT J
LOCATION L_I-----------------J SETBACK a
r
w
6' BLOCK WALL [RETURN zO
GOLF COURSE I WALL
FF 30 BLOCK — PE— _ _ _ _ _ _ _ — VARIES L_
1%u F/L WALL --0.50% MIN. 0.50% MIN. — F/L
1.0% MIN GRADE TO DRAIN TO Hp
UNDERGROUND SERVICE ALERT " —~ GOLF COURSE
CALL TOLL FREE ' '
EForre r �•. �`'`� ?w TOP OF FOOTINf3� — — — — — — —
NOTE:
NOTE: O TOP OF FOOTING SHALL BE A MINIMUM OF 0.33'
/� 20% MAX WITHIN 5 FT OF HOUSE d"O SIDEWALL DETAIL COVER TO A MAXIMUM OF 1.4' COVER.
VY 2:1 MAX ELSEWHERE i . NOT TO SCALE EXPOSED WALL SHALL BE A MINIMUM OF 2.5'
TYPICAL REAR YARD (GOLF COURSE) TO A MAXIMUM OF 6.5'.
NTS
2 WORKING DAYS BEFORE YOU DIG (GOLF COURSE)
APPROVED
PLANNING AND ZONING COMPLIANCE
AJ ORTEGA DATE CHERIFLORES DATE
BUILDING OFFICIAL PLANNING MANAGER
CITY OF LA QUINTA CITY OF LA QUINTA
GTFN RAL lVCJi :
I.- ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH THE BUILDING PAD ELEVATION
SHALL BE PERFORMED IN ACCORDANCE WITH THE: APPROVED ROUGH GRADING PLAN AND A
SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT,
2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO
ELEVATIONS SHOWN ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF, A VALID
BUILDING PERMIT HAS BEEN ISSUED BY THE LA.QUINTA BUILDING & SAFETY DEPARTMENT FOR
CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT.
3, A SEPARATE PERMIT SMALL BE OBTAINED FROM THE LA QUINTA BUILDING & SAFETY DEPARTMENT
FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. '
4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION ACTIVITY,
SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET RIGHT OF WAY,
SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY THE LA QUINTA PUBLIC
WORKS DEPARTMENT
5- THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS,
6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE
DRAINAGECONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES
OR OTHER APPURTENANCES NOT SHOWN ON THIS PLAN.
7 AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD,
THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE SCARIFIED TO A MINIMUM OF
6" AND THEN COMPACTED TO NINETY PERCENT (90%) RELATIVE DENSITY PER A.S.T.M.
SPECIFICATIONS.
8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED
ON THE PLANS, OR FOUND DURING CONSTRUCTION, REMOVAL AND REPLACEMENT SHALL BE
PERFORMED BY AN APPROPRIATELY REGISTERED CIVIL ENGINEER OR LICENSED LAND
SURVEYOR.
-9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND DEBRIS
DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION OCCURING ON THE LOTS
SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE SATISFACTION OF THE
BUILDING OFFICIAL OR CITY ENGINEER.
10 THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED -
BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
it CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF
HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER IST TO APRIL 30TH: MONDAY - FRiDAY 7.00 A M TO 5:30 P.M.
SATURDAY 8:00 A M TO 5:00 -P.M.
MAY 1ST TO. SEPTEMBER 30TH" MOkDAY - FRIDAY 6:00 A.M. TO 7:00 P.M.
SATURDAY 8:00 A.M. TO 5:00 P.M.
WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS.
NOTE: PRIVATE NGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA CALIFORNIA SHEET NO:
WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIE ALL UfJDERGRO HD UTILITIES OR STRUCTURES
SHALL NOT COMMENCE UNTIL AN REPQ.RTTED BY TH O)VESR OR ETHERS AND THOSE 8 0 PRECISE GRADING PLAN
ENCROACHMENT PERMIT AND/ORA ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE HOWN ON THE RECORDS EXAMINED ARE (�'n
GRADING PERMIT HAS BEEN ISSUED. OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED IDI ATED yyLTH THEIR APPROXIMATE LOCATION Q�OF VE S1 II NJ III 1�1 UI A A
ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. A D EXTENT. THE OItN R. BY,ACCEPTIN.G THESE q� TRACT MAP NO, 37790
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDING EyyITH IMPROVE�gNTS . Q w w'Qr F CIVIL ENGINEERING ! LAND PLANNING
THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO AGREES TO ASSUME LIABILITY' �� 1 s. y LOTS 3 10 13 & 59
PLANS IS RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES AN TO HOLD UNNDDEI251GNgD HARMLESS FOR ANY h O O c 63 793 PACIFICA SUR e
ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR DAMAGES UNDRESUTILITIES
FROM EXISTENCE OF �i y ItyD10, CA 92203
UNDERGROUND UTILITIES SI STRUCTURES NOT -' rn PH: (760)275-1553 CLUB VILLA
DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORTED TO THE UNDERSIGNED, .No T INDICATED R' f'�
DISCREPANCIES ARISING AFTER COUNTY OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS OR SHOWN ON RECORDS EXA INED. THE No. 26662
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CONTRA UE IS �gpUIRED TO TAKE DDDDUE - EXP. 3-31-22
* AT ANDALUSIA
APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYAN 4CKINNEY, P. E. RCE NO. 49418T
PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S UTILITIES OR STRUCTURES SHANDT ANY OTHER CITY ENGINEER 8'). CIVIL �P
FOUND_ PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 2 SHTS.
FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR .SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE / qT SCALE:
SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/22 DATE: �`� �� �� CALIF .- / %� FOR: W.O. .DATE:
APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER "v DATE: 0 SCALE AS SHOWN SUNRISE TO, LLC
/'&u6?al-00o4r
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
OEFORE YO
c 811
2 WORKING DAYS BEFORE YOU DIG
APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE
o} EXISTING GOLF COURSE -- — nn P,
o Z — 3 .o CPQ � %' y, iz.2"
AJ ORTE A ') DATE CHERT FLORES DATE
o BUILDING OFFICIAL PLANNING MANAGER
CITY OF LA QUINTA CITY OF LA QUINTA
( IN FEET)
1 INCH = 20 FT.
1 CrCAln
PL = PROPERTY LINE
FF = FINISH FLOOR
WM =WATER METER
TV = TV BOX
TP = TOP OF PAVEMENT
C/L= CENTER LINE
PP = POWER POLE
FH = FIRE HYDRANT
MH = MANHOLE
( )= EXISTING ELEVATIONS
R/W= RIGHT OF WAY
W = WATER LINE
WV = WATER VALVE
8" X 4"
REDUCING
DRAINAGE CONSTRUCTION NOTES
1O INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1 % SLOPE OR PER PLAN
Q INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN
PLANTER AREAS, OR APPROVED EQUAL
Q3 CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS. SHEET
O4 INSTALL 4" CAP
Q5 INSTALL NDS PART NO. 920B SQUARE GRATE, OR APPROVED EQUAL
8" NYLOPLAST INLINE DRAIN
Wl STD. H-20: RATED GRATE
!SEE PLAN)
TOG
p 51 MIN
4" PVC SCH. 40
6"
6".
F\
SEE PLAN
INV
3/8" TO 3/4" WASHED ROCK
GEOTEXTILE FABRIC
O13UI3BLER BOX DETAIL
NTS
4" AREA
4" PROP. STORM. DRAIN PIPE
SEE PLAN FOR SIZE
OAREA DRAIN DETAIL
NTS
INV MIN 2.0"
BELOW
CONCRETE OR
PLANTER
o rmur. rvi rire
OTYPICAL PLANTER DRAIN
NTS
NOTE: PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO:
WORK CONTAINED WITHIN THESE PLANS UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES
SHALL NOT COMMENCE UNTIL AN REP RTE BY THE 0 NER OR TIERS AND THOSE PRECISE GRADING PLAN
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE SHOQy�f� Opry THE REC��yRDS EXA I(yED ARE WATSON0 ej
GRADING PERM TPHAS IB EN IS9UED. OWNER OR OTHERS AND THOSE SHO ON THE RECORDS EXAMINED 1 DILATED 17H THEIR APPROXIMATE LOCATION QROF ESS/ �C L]L Ij�] ��j
ARE INDICATED WITH THEIR APPROX�ATE LOCATION AND EXTENT. AND EXTE0.. THE O R %ACCEPTING THESE o °Nay TRACT MAP NO. 37790
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH PLANS OR PROCEEDINNvE, R.
IMPROVEMENTS O w wqT F CIVIL ENGINEERING LAND PLANNING
THE PRIVATE ENGINEER SIGNING THESE IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY PURSUANT THERETO, AGREES TO ASSUME LIABILITY 0� '� tP 2 LOTS 3 10 13 & 59 Z
PLANS 15 RESPONSIBLE FOR ASSURING THE AND TO HOLD UNDER51GNED HARMLESS FOR ANY DAMAGES ANq TO HOLD UNNDERSIGtygD HARMLESS FOR ANY v0 O (,� 83-793 PAcIFIcA SUR > >
ACCURACY AND ACCEPTABILITY OF THE RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR DAMAGES R SULTING FROM EXISTEIJCE OF y Z it1D10, CA 92203
UNDERGROUEND UTILITIES OR STRUCTTURES NOT E�—� -__ O m PH: (760) 275-1553 CLUB VILLA
DESIGN HEREON. IN THE EVENT OF STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED REPORT D 70 TtiE U DERSIGNED, Oi MDICATED w m
H THE R EXAMINED. THE I R H TH RN RDS XAIyI D. THE
— No. 26662
DISCREPANCIES ARISING AFTER COUNTY ORS OWN ON E ECORDS E M NED. E S 0 S O ON E ECO E M t�E E 1 E-- K A r
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE CON TRACCCCCCTOR IS g�QUIRED TO TAKEEE UE EXP.3-37-22 * AT ANDALUSIA
APPROVAL OR DURING CONSTRUCTION THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR PRECAUTIONARY MEASURES TO PROTECT THE BRYA MCKINNEY, P.E. RCE NO. 49418 �7
PRIVATE ENGINEER SHALL BE RESPONSIBLE STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S :UTILITIES OR STRUCTURES SHOWN AND.ANY OTHER CITY ENGINEER ST CIVIL �P
FOR THE DETERMINING AN ACCEPTABLE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR UTILITIES OR STRUCTURES FOUND AT THE SITE. IT q PREPARED BY: LLOYD W, WATSON R.C.E. NO. 26662 IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.T.E., S.B.M. OF SITS.
SOLUTION AND REVISING THE PLANS FOR STRUCTURES CONCERNED BEFORE STARTING WORK. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MARK BY DATE APPR DATE ,% 7� f SCALE:
NOTIFY THE 0 ERS OF THE UTILI STA OR REVISIONS EXP. DATE 9/30!22 DATE: ��F � c OF CAL.\F / // J .FOR: SUNRISE LQ, LLC )"/O DATE'
APPROVAL BY THE COUNTY. STRUCTURES CO CERNED BEFORE STARTING WORK. ENGINEER �!/!"� DATE:O SCALE AS SHOWN