PG2021-0059INV MIN 2.0"
8" NYLOPLAST INLINE DRAIN BELOW
W/ STD. H-20 RATED GRATE CONCRETE OR
SEE PLANSEE PLAN 4" AREA DRAIN PLANTER
C TOG p.55% MIN CONCRETE WALL
FLATWORK
6,. 6" r 4" PVC SCH. 40� \�,\
8" X 4" PVC
REDUCING TEE
� 3/8" TO 3/4" WASHED ROCK
GEOTEXTILE FABRIC
O
BUBBLER BOX DETAIL
NTS
LEGEND
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
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
9�,o
a 811
1 2 WORKING DAYS BEFORE YOU DIG
4" PI
SEE PLAN FOR SIZE
OAREA DRAIN DETAIL
NTS
/ \ / 445.38
TC
/ 445.30
TC
70
3" PROP. PVC PIPE
OTYPICAL PLANTER DRAIN
NTS
EX PARKING
LOT
APPROVED FOR PERMITTING PLANNING AND ZONING COMPLIANCE
A3/8/2022 041t/L
3/14/2022
11 .4
DRAINAGE CONSTRUCTION NOTES
AJ ORTEGA DATE CHERI FLORES DATE
1� INSTALL 4" PVC SCHEDULE 40 PIPE, MIN. 1% SLOPE OR PER PLAN BUILDING OFFICIAL PLANNING MANAGER
INSTALL NDS PART NO. 13 ROUND GRATE IN GRASS AREAS OR NDS PART NO. 75 ATRIUM GRATE IN CITY OF LA QUINTA CITY OF LA QUINTA
PLANTER AREAS, OR APPROVED EQUAL
03 CONSTRUCT DRAINAGE EMITTER/BUBBLER BOX PER DETAIL ON THIS SHEET
® INSTALL 4" CAP
05 INSTALL NDS PART NO. 920B SQUARE GRATE, OR APPROVED EQUAL
0.50%—
?5
.50%—y'5 MARBELLA
0 20 30 40 60
(IN FEET)
1 INCH= 20 FT.
100
1ST SUBSTITUTE MYLAR
THIS MYLAR IS IDENTICAL TO THE MYLAR
APPROVED BY THE CITY ENGINEER ON
1/24/22 EXCEPT FOR THE REVISIONS
NOTED HEREON. FE S/
0
2 z
C7 J m
�. No. 26662 A
EXP. 3-31-22
�.IoN�Wc B/�i 2/22/22 sT9pF civi,
OF CAL\F
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
UNDERGROUND UTILITIES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE
OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED
ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH
IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY
AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR
STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED
OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS
REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR
STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING WORK.
PRIVATE ENGINEERING NOTE
ALL UNDERGROUND UTILITIES OR STRUCTURES
REPQRTED BY THE 0 NER OR ETHERS AND THOSE
SHOyyNrON THE RECO DS EXAMINED ARE
In{DIcA ED 1�ITH THEIR APPROXIMATE LOCATION
AND ERTEN I. THE ��yN R BY ACCEPTING THESE
PLANS OR PROCEEDING y�E IMPROVEMENTS
PURSUANT THERETO AGREES TO ASSUME LIABILITY
ANP TO HOLD UNQ,EkSIG%D HARMLESS FOR ANY
DAMAGES RESULTING FROM EXISTENCE OF
UNDERGROUND UTILITIES OR STRUC URES NOT
REPORTED TO THE UNDERSIGNED, NOT INDICATED
OR SHOtN ON THE RECORDS EXAMI%ED. THE
CONTRA TpR IS R QQUIRED TO TAKE UE
PRECAUTIONARY EASURES TO PROTECT THE
UTILITIES OR STRUCTURES SHOWN AND ANY OTHER
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE 0 HERS OF THE UTILITIES OR
STRUCTURES ONCERNED BEFORE STARTING WORK.
0
REVISED LOT 61 UNIT TYPE
SEAL -CITY
APPROVED BY THE CITY OF LA QUINTA
SEAL -ENGINEER
OF ESS/
R O
Q N9�
t�, W IN
�% F
� � s Z
O O O
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0 m
No.26662 m
�{ EXP. 3-31-22
l'
CIV1�- \P
9,�
OF CALF
(I�jj I1 (� O (f� IN I� I� I�
JIJ Int NJ S LJ �C �C �] H aj
CIVIL ENGINEERING • LAND PLANNING
83-793 PACIFICA SUR
INDIO, CA 92203
PH; (760) 275-1553
BENCHMARK:
IN THE CITY OF LA QUINTA, CALIFORNIA
PRECISE GRADING PLAN
TRACT MAP NO. 37790
LOTS 61 62 63
> >
CLUB VILLA
AT ANDALUSIA
IN THE NW, NE & SE 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M.
SHEET NO:
THE PRIVATE ENGINEER SIGNING THESE
PLANS IS RESPONSIBLE FOR ASSURING THE
ACCURACY AND ACCEPTABILITY OF THE
DESIGN HEREON. IN THE EVENT OF
DISCREPANCIES ARISING AFTER COUNTY
APPROVAL OR DURING CONSTRUCTION THE
PRIVATE ENGINEER SHALL BE RESPONSIBLE
FOR THE DETERMINING AN ACCEPTABLE
SOLUTION AND REVISING THE PLANS FOR
APPROVAL BY THE COUNTY,
BRYAN MCKINNEY, P.E. RCE NO. 49418
CITY ENGINEER
EXP. DATE 9/30/22 DATE: 3/8/22
OF 2 SHTS.
PREPARED BY: LLOYD W. WATSON R.C.E. NO. 26662
�%�� DATE: 2/22/22
MARK BY DATE
REVISIONS
APPR DATE
SCALE:
SCALE AS SHOWN
FOR: SUNRISE LQ, LLC
W.O.
DATE:
ENGINEER