BRES2019-0178 Precise Grading PlanAPPROVED FOR PERMITTING:
PLANNING & ZONING COMPLIANCE:
PGA
WEST
1
i
i A c
� z
A �
•� i
MEI
AVENUE 54
' VIA
INVERNESS
2
v '
LLJ
i'• o
AIRPORT BLVD.
ii
SITE
i
K,E'/S/r0
\-PF
PENINSULA LA
CONSTRUCTION
ENTRANCE
VICINITY MAP
NOT TO SCALE
NOTE:
TOP OF GRATE IS OVERFLOW
LEAVE EXPOSED.
NOTE:
ALL JOINTS ABOVE THE LEACHING
AREA SHALL BE MORTAR SEALED
INSIDE AND OUT.
5.0' MIN.
•
•
•
•
r
DRYWELL DETAIL
lVOT TO SCALE
PRIVATE ENGINEER'S NOTE TO CONTRACTOR:
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND
UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON
• THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN
® ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO
xT TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LL481LITY AND RESPONSIBILITY FOR
Know what's below. THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
Call before you dig. SHOWN ON THESE DRAWINGS.
wax.
24' D/A. CAST IRON GRATE AND
FRAME PER ALHAMBRA FOUNDRY
A-1200 OR APPROVED EQUAL,
ADAPT AS REQUIRED FOR VEE
GUTTER AND CURB & GUTTER
INSTALLATION. SET RIM TO
GRADE WITH PRECAST RISERS.
COMPACT BACKFILL TO 90% MIN.
TOP 6' COMPACTED TO 95X
OWNER:
LOUIS D. RUSSELL & GLORIA J. RUSSELL, TRUSTEES
CIO GREG VAN MAISEN
WEST COAST BUILDERS
78005 WILDCAT DRIVE, SUITE 104
PALM DESERT, CA 92211
(760) 345-3800
lenoro@wcbuilders.com
LEGAL DESCRIPTION:
PARCEL A PURSUANT TO LOT MERGER NO 2009-0002 AS
APPROVED BY THE CITY OF LA QUINTA, ATTACHED AS EXHIBIT A" TO
THE CERTAIN DOCUMENT RECORDED AS INSTRUMENT
NO. 2009--------- OF OFFICIAL RECORDS.
SITE ADDRESS
57330 PENNINSULA LANE
LA QUINTA, CA 92253
ASSESSOR'S PARCEL NO.:
762-150-040 & 762-150-005
BASIS OF BEARINGS:
THE SOUTH CENTERLINE OF THE PRIVATE STREETS AS
N 84720100" E, PER MB 274142-44.
BENCHMARK:
TOP OF CURB AT SOUTH PRC OF LOT 6
PER APPROVED GRADING & PAVING PLAN FOR TRACT N0. 28522
ELEVATION=(478.99 TC®PRC)
48" DIAMETER PRE -CAST
MANHOLE CONE
6' PVC DOWN DRAIN. WITH 1' PERFORATIONS
DRILLED O 2't O.C., TO 12' ABOVE TOP OF SUB.
WRAP PERFORATED SECTION WITH FILTER FABRIC.
WRAP FABRIC WITH PROTECTIVE LAYER OF METAL
SCREEN, OVERLAPPED AND HELD IN PUCE WITH
ADJUSTABLE BAND CLAMPS.
4" CONCRETE SLAB (POURED /N PLACE)
EXTEND 6" INTO UNDISTURBED SOIL
(CLASS 520-C-2500 CONCRETE)
A NON -WOVEN FILTER FABRIC PER SEC.
88-1.03 CAL. STD. SPEC. SHALL BE USED
BETWEEN THE WASHED ROCK AND THE
UNDISTURBED SOIL.
48" PRECAST PERFOR47ED
CONCRETE RING
JI/8- TO 3/4" WASHED ROCK
I
3/8' TO 3/4" WASHED ROCK
ON UNDISTURBED SOIL
In the City of La Quinto
i Gli,c2ding Plan
Precse
SITE BENCHMARK:
TOP OF CURB AT SOUTH PRC OF LOT 6
PER APPROVED GRADING & PAVING PLAN FOR TRACT N0. 28522
ELEVATION=(478.99 TC®PRC)
SITE BENCHMARK:
INDICATES THE BENCHMARK AT THE SITE WHICH THE
ENGINEER OF RECORD SHALL USE TO CERTIFY PAD
ELEVATION AND FINAL GRADING CERTIFICATION. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF
ANY DISCREPANCIES BETWEEN THIS BENCHMARK AND THE
BENCHMARK USED BY THE CONTRACTOR PRIOR TO ANY
GRADING.
SOURCE OF TOPOGRAPHY:
THE TOPOGRAPHY SHOWN HEREON WAS OBTAINED BY A
FIELD SURVEY BY FEIRO ENGINEERING, INC ON 1011118
APPROVED PAD ELEVATIONS:
THE APPROVED PAD ELEVATIONS SHOWN
HEREON WERE OBTAINED FROM THE
APPROVED GRADING DRAINAGE & PAVING PLAN
FOR TRACT No. 28522
Rrusse I
P,es/ZdeTtee
I
NOTE:
CITY OF LA QUINTA GENERAL NOTES:
QUANTITIES ESTIMATE SHOWN IS FOR PERMIT P<RPOSES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDIDON OF THE STANDARD PLANS
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY,TO
OF THE CITY OF LA QUINTA AND THE LATEST ED17ION OF THE STANDARD
DETERMINE THE QUANTITIES FOR HIS BID AND FAYMENT
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
PURPOSES.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR l0 APPLY TO THE CITY OF LA QUINTA PUBLIC
WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY
QUANTITIES ESTIMATE DOES NOT INCLUDE CLEARING,
COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION
SHRINKAGE, SUBSIDENCE, ANY OTHER LOSSES, OR ANY
AC77WTIES FOR THE PROJECT ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
GRADING OR EXCAVATION COVERED UNDER A SEPARATE
3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
PERMIT. �,
GOVERNING AGENCIES.
T
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY -DM G
E:
EARTHWORK QUANTITIES ESTIMATE:
(48) HOURS PRIOR TO ANY GRADING, BRUSHING, OR CLEARING AND EACH PHASE OF CONSTRUCTION AT
(760) 777-7048.
CUT = 70 CU YDS
FILL = 0 CU YDS
5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING U77LMES BEFORE
NET = 70 CU YDS [EXPORT] `
COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
_
AND ALL U7IUI7E5.
TOTAL SITE AREA: DISTURBED
AREA:
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL
50,331 S.F. 37,690 S'F.
REGULATORY, WARNING AND GUIDE SIGNS.
1.22 AC 0.87 A
7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS
TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS -AND P-AYE7lP _-1YP� {NLT tOCAT�N
-_
-- B. THE CONTRACTOR SHALL NOT DISTURB=X/STIAG-_
_
NOTE: - -
THE PLANS, OR FOUND DURING CONSTRUCTON. -
DRIVEWAY APPROACH REQUIRES A SEPERATE PERMIT AND
REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 3J9s6-0R°n.
INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS
- LAND SURVEYOR ONLY. -
DEPARTMENT. -
- - 9. CONSTRUCTION OPEPA71ONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN
OCCUPANCY SHALL BE PERFMO DILY DURING THE TIME PERIODS AS FOLLOWS:
A LETTER OF CERTIFICATION FROM THEE ENGINEER -OF -WORK
OCTOBER IST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:D0AM TO 5:3OPM
STATING THAT THE GRADING HAS BEEN' COMPLETED PER THE
APPROVED PLAN, AND A COMPACTION 0ORT FROM A SOILS
MAY IST TO SEPTEMBER 307H: MONDAY THROUGH FRIDAY 6:00A TO 7:ooPM
ENGINEER ON ALL FILL AREAS IS REQUIRED PRIOR TO THE
WORK SHALL BE PROHIBITED ANY TIME ON SUNIMYS OR ON. FEDERAL HOLIDAYS.
r
BUILDING PERMIT ISSUANCE. 95% REQUIRED IN BUILDING AREA.
NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON
. WEEKENDS OR HOUO4M ORE WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR
NOTE TO OWNER AND CONTRACTOR:
AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER.
IT IS THE OWNER'S RESPONSIBILITY TO SCHEDULE
NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND
REGULAR MAINTENANCE OF THE DRAINAGE SYST M,
AFTER J.30PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER.
INCLUDING BUT NOT LIMITED TO AREA DRAINS, RAIN
10, ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM
LINES, DRYWELLS AND BUBBLER BOXES.
AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE DONE i0 THE SATISFACTION OF THE
AS
CITY ENGINEER.
CONTRACTOR SHALL RECOMMEND MAINTENANCE
11, ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED CONFORMANCE WITH THE
SCHEDULE TO OWNER BASED UPON INSTALLED
U
STATE MANUAL of WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE
MAN
EQUIPMENT AND AS -BUILT CONDITIONS.
PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
PERFORMANCE
ROOF DRAINS, RETAINING WALL FRENCH DRAINS,
IZ CONSTRUCTION PRAIECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT
POT DRAINS, ETC. MAY BE TIED INTO DRAINAGE 1
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUITED T0:
SYSTEM. OVERSIZING OF PIPES MAY BE NECESSARY.
A) FILE A N077CE OF INTENT (NO) WITH THE STATE WATER RESOURCES CONTROL BOARD
(SWRCS): B) PREPARE A STORM WATER POLLUTION PREVENTION PUN (SWPPP): AND C)
HAVE A MONITORING LAN FOR THE SITE. THE NPDES IS A NA77ONAL PROGRAM TO CONTROL
PPOLLUTANTS
NOTE:
NON -POINT SOURCE CARRIED BY STORM WATER. THE PROGRAM S IMPLEMENTED AND
ENFORCED BY THE SWRCB.
UTILITIES SHOWN REFLECT AVAILABLE PUBLIC
RECORDS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO VERIFY AND PROTECT ALL -
UTILITIES IN THE CONSTRUCTION AREA, '. WHETHER
SHOWN OR NOT HEREON, AND TO NOTIFY
UNDERGROUND SERVICE ALERT AT
1-800-227-2600, 48 HOURS IN ADVANCE.
„A
risd
�Iil/
Ifs',
A
IFi
i
1
FINISH GROUND
PVC
VARIES
SEE PLANS
FOR DEPTH
12 x12" CATCH BASIN
(NDS 1200 OR EQUAL).
ADD 12"x12" RISERS AS
If NECESSARY.
CUT 6 x6" HOLE IN THE
BOTTOM OF CATCH BASIN. .
EXISTING WEDGE CURB
720
EXISTING A
PAVEMENT
,\/..
-INSTALL REMOVABLE FILTER
FABRIC COVER OVER HOLE.
A NON -WOVEN FILTER FABRIC PER SEC.
88-1.03 CAL. STD. SPEC. SHALL BE. USED
BETWEEN THE WASHED ROCK AND THE
UNDISTURBED SOIL.
2' MAX CRUSHED
STONE FILTER
NOTE,
SEE PLAN FOR TOP OF GRATE,
INVERT, SLOPE, INLET SIZE
BUBBLER BOX DETAIL
SCALE 7" = 7'
DATE I INITIAL I APPROVED BY.•
DATE
JAMES WIAIRAK _ DATE TE
GABRIEL PEREZ - �' I
BUILDING OFFICIAL PLANNING MANAGER
Cl DF U QUINTA CRY OF -LA QUINTA
CITY OF LA QUINTA GRADING NOTES:
CIP GRADING NOTES
1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS
REPORT, NO. , DATED: PREPARED
BY. TELEPHONE ND.
2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE
SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH
THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW.
3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING
GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
4. 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.
5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6?ON
THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT.
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1.
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 907. RELATIVE DENSITY PER A.S.TM.
SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT.
8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 27.. DRAINAGE SHALL BE A MINIMUM OF
0.39DEEP AND BE CONSTRUCTED A MINIMUM OF 2?FROM THE TOP OF CUT OR FILL
SLOPES. THE A,,1IAIIMItIM _%La' PE OF SWALES SHALL BE 0.507-.
9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF
MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010
OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE
DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR
EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION /S 3?A.C. OVER 4.5?
CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH
GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER
SHALL APPROVE THE FINAL STREET SECTION.
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS
AFTER SUBMITTAL OF W. ?VALUE TESTS FOR ROADWAY SUBBASE.
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS
ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH
HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF
ALL FILL PLACED. TESTING 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 TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED
WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR
DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST SUFFICIENT MAXIMUM
DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE
MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED
PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER,
WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE.
15, THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER
SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE
INTENDED USE.
16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR
SEPARATE BUILDING PERMIT(S).
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF
STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT
IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE
OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL
CONDUCT, IN THE Pt R'ESt�rE OF THE CITY INSPECTOR, A PERFORMANCE TEST
DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE
FACILITIES.
18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES
AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY.
Nam'
GRATE SIZE SHALL BE DETERMINED FROM THESE PLANS (4" UNLESS OTHERWISE NOTED). GR4E STYLE, TYPE, COLOR AND/OR
FINISH SHALL BE DETERMINED BY 771E OWNER OR LANDSCAPE ARCHITECT.
GRATE
I' &9' GRATES USE NOS 9'X9" LOW
f PROFILE ADAPTER, 12" GRATES
USE NDS 12X12' LOW PROFILE
❑ADAPTER, OR EQUAL
ELEVATION NDS 3 &4" UNIVERSAL OUTLET, OR
PER PLAN EQUAL.
GRADE PER PLAN
r\/
4" SDR-35 PVC
OR SOLID WALL HOPE
VARIES
12" MINIMUM
4'x45. BEND COVER
(1/8 BEND)
PIPE CONTINUES
SEWER BRANCH WYE WHEN NOT END OF LINE.
(MAIN SIZE x 4')
I DIR. OF FLOW AT 19: MIN.
~- CAP/PLUG WHEN END OF LINE,
SDR-35 PVC
(41, 6' OR 8' - SIZE PER PLAN)
DRAIN DETAIL
SCALE: 1 "=1 '
INDICATED ON PLAN:
ENGINEERING', iac
z
e
`�..0
N
Z -
cz
O'
W
Q
¢
W
C
r-y
yam,,
P.O. Box 12980 Irz the City of Lac Q-uirntcc
Civil Engineering Palm Desert, CalifomiD 92255
Land Surveying (760) 346-8015 Precise Grading Plan
www.feiro.net PARCEL. A, LOT MERGER 2019-0002
PREP D UNDER THE DIRECT SUPERVISIOZIA 16,
Per Doc 12009 =___; APN 762-150-040 & 005
FOR: R2G3Sell ReS'LOLerLce
vI
CHECK PRINT 0 Z
82 �49FS
P �A- -t
1(482)��69
(484.2 TOP) 482.70 TG
481.67 INV
(484.2 TOP) 9-5114,3' R=128 =DO' L1=1 0.8-09 48
-T- - - - - - - - - - - -
4
ROOT
.8 01, 48 054
1 1 +
. .........
........
of
LZ35.02,
000
IT
R.-428-00 �000`
A::3 -11'41
*82.76 TG
4BT.77 INV
2, �G,
(J
NGBREEN', %
ROOT
CZ1
CL
77
BALL
%
ROOT
1 4 'j- e - I—- " L___1 " t I " I I
482.70 TO TO � , V,
6.23 COL Li 1 .111-1 1 -
34'1 INIV
4 Lyzzz��� 0
Ix �Z?
464.4 EG 482.70 TO 482.70 TO
/7 �INV[ IM
(413,2 28'01%
r 25*01%
ROOT 41PVC 4W-C
BALL 6t�
48ZBO Fa� 482.60 TG
4
4
8
N
6 - 23 COL
.4 EG
489. 0 7W &* 482.60 7TG
(483)
4 00 20 481.36 INV
82.0 IF OWRFLOW "OTF
Te
:41_
482.60 TG 482.70 TG
JNV
�42 481
480.62 IMV --------- 3;
TG
1 40 INV B6
7
rl-
ROOT
ROOT
%
BALL
BALL i
GTE EASEMENT PER
3.00 482.60 TG
GTE EASEMENT PER- DOC. 4010286 JU INV
DOC, 1010286 REC, JM. 11, 1999 �g
REC. AN. 11, 1999 (F0 BE VACATED)
�_j I.-L 3
L
4
, Z_,
R OT
484.1 EG
oPVC
R
ROOT
4U.60 TO
BALL
481.30 1MV
461.
9.0
(482.��
W
g
EXIS77NG
FS
020. -Z 146'
4,
BLOCK WALL
_-4
'A ROOT
'DOT fN, V
BALL
BALL
PARdL 19 11 481
=T 481(
F 7grm
, �
(48i. 17 FF)
(EXISTING R (482)
FmoA C
W -W119"
A
jo Ljj
A
- - - k �z
114
6@ 8 EGffp---
482.30 IG
482.60 TO ROOT 481.00 INV 481.50
481.30 INV BALL
m
141 4 'PVC 0 TW
A
483.08 FS 14MB . IF
GARAq
.9 EG c1c
:48IIi 33 FS
ROOT 1 7 1
_T_ 0
5 Fs� ROOT BALL
BALL
gI -7- AR Al F
48 41
-�483 23 FS 476 09 INV
44!2.75 ff
480.5WO
482.54 FS 481.50 TG TOE
-482.30,TG
_482. 480.74-IN 476.50 IS (400 Of TG)
451.zl)'INV
\ \,, (481.4
g*
i?u 11,14 (483.9 EG)
(483.1 E-G) 6 C
482.60 m
INV �7777%
8'021X
2i Im", 48
4
(4U.9 EGI 481.36 FS
G.B. 79.89 TC)
�49
4`3 \(4/.9.db IU)
4K5 TW
480. 10 TG mm.
4BZ40 DRIVEmy APPROACH
ROOT �14 477.88 IMV
V_ REQUIRES A SEPARATE
84LL
PFJ?UIT AND INSPECTION
7W 479.70 TC
7 FROM THE CITY OF LA
-7 QUINTA PUBLIC WORKS
G DEPARTMENT,
�-EXISPNG WEDGE
2.57-
A =60*50'1 2 �LOT L
J� �JEG
.9
482.
60 TG R=50.00' PRIVATE STREET
I - 11
77ET-7 -
479.54 INV :777ET
L=53.09'
2 479.52 TO
rl m
4 WCO
ONG
a
1z c
h HEADER DRAEWAY APPROACH
482.60 TG `481.1 Eq -VP2 .1(;) �WN RETE 79A_ A107E
'660 g
0 3.5 EG) 787 (Typ) REQUIRES A SEPARATE 0. 76 TC
j
IV
481.00 INV
_j
290 A7Fj 4820.0 IF PERMIT AND INSPECTION
FROM THE CITY OF LA
0 IF V (478) QUINTA PUBLIC WORKS
A77 P DEPARTMENT.
.7 TO
479.0 7F
479.37 TC
EXISTING, CURB
�7 -_7 o
47935 TC
.5 .... .....
01 TOP
78.97 FL
774 TOP
LOT G
78. LLJ
A- ------
Z� 1 4 0. 0 TO
78. 9
479. 6 FS
479.7
XISTING-PONU
478.2 TOP
DQC. tQ2 0 478.87
478.55
JAN. 11,
78.4
(477.1 TOPJ
. . .... --(478
_V
IV- I I - A - 1� � I I - I - - �
S 'N
*-,�9 EG
A 116@40'1
R=24.50'
7Z9 TOP L=49.89'
. .. .. .. .. ..
478.65 TC
TC 478.30 FL
'*�EXISRNC WED
(479.P R11
47 FL CURB AND GUTTER 478.25 FL 82.80
T
47M FL THIS ELEVATIOM SHALL BE NO HIGHER THAN 4
(478.8 .0p) A =59'14'06" TO PERMIT STORMWATER TO FLOW FROM THE FRONT
A
R=65.00'
L=67.20' YARDIORIVEWAYi AREA TO STREET IN THE EVENT OF
A FAILURE OF THE UNDERGROUND DRAINAGE
479. TO 9) 479.7 EG
SYSTEM, A
47&98 FL Aseo STOP EVENT G�EATER THAN THE
A q
A =2'49'1 (478.99� TC@PR LOT K DESIGN STORU,� OR OTHER EMERGENCY.
PRIVATE STREET
R=238.0 SITE 13ENCHMARK
L= 11. 72' (478X4 FL)
EXIS77NG WEDGE
1(479.21 CURB AND GUTTER REVISIQ S:
LII CURB
A =fi9'44 05"
9
i T4 FL
�4 7L R?424.50' 79.58 TC
=29.82'
479.12 FS
Know what's below. LOT F
211 before you din-
Ek
(480.5
�� �4825 TQP�
U#
01 R=347.00' L= 150.42'
A =24'5 lm�
.2 *FOP _-*--_j484.k_TOP
-or .....
77 "T
11, . . . . �483.8 �TQP
.... . . . . . . '""
48
. . . . . . . 4&3. 10 FS
482.70 TG
1?001 481.70 INV
BALL
.5 tG)
4,V CC*
TW
t?UUT
82 70 TG 481.46 INV
BALL _1W9T.37 INV (1 0 q�l 10 EXISTING
BLOCJ
LL. BLOCK WALL
low
ofto LEGEND & ABBREVIATIONS:
483 10 FS
CEN7ERLINE
t PROPERTY LINE
IF HIGH POINT
H. P�
49Z9 PAD PAD ELEVA
p PLANTER
09 7f) TO T. W. TOP OF WALL
V T. R. W. TOP OF RETAINING WALL
ITTED
W. S. WATER SURFACE
B. W. BOTTOM OF WALL
ELEV=482.8 FIG
T. F. TOP OF FOOTING
B. F. BOTTOM OF FOOTING
7Q_. Q 91 01
482.70 TG R1W RIGHT-OF-WAY
D/W DRIVEWAY
A T. C. TOP OF CURB
F. L. FLOW LINE
1(487.9 TW) T. H. TOP OF HEADER
E. P. EDGE OF EXISTING PAVEMENT
TOP OF PAVEMENT
T. P.
482.1 EG
BREEZE _y T. G. TOP OF GRATE
�,482.70 TO
INV INVERT ELL91ATION
48, [G] "Go CHISELED ON CURB
"So CHISELED ON CURB
IS]
'E" CHISELED ON CURB
[E]
482.40 TG 482.70 TG (9 9 - -9) EXISTING ELEVATION
99.9 PROPOSED ELEVA TION
ZFERG �NCY - - PROPERTY LINE / RIGHT-OF-WAY
OVERFLOI 487.9 TW CEN7ERUNE
EXISTING CONTOUR
T
99- FINISH CONTOUR
X
DRAINAGE SWALE
EXISTING SLOPE
L T 4
1-482.56, FS I-j-, .... .. .
(483.42 FF) FINISH SLOPE
ICE
48i 26
(EXISTING RESIDENCE) EXISFING CURB AND GUTTER
L L 3 -----------
imEjmc=m=m RETAINING WALLIDEEPENED FOOTING
482.54 1 FS 48
479.65 INV EXISTING RETAINING WALLIDEEPENED FOOTING
(483.3 I-E, 7zyzT72zz7-7zrz D(ISTING BLOCK WALL
PROPOSED BLOCK WALL
WILL I BLOCK WALL ATOP RETAINING WALL
A
__-----t4_82.9 70L
EXISTING BLOCK WALL ATOP RETNNING WALL
--(484)-
'EET FLOW
Sh
l000.
�117 EXISTING CONCRETE
LU I I I
o0o FW-mi WA TER METER
RRE HYDRANT
�4y
4 pp POWER POLE
0,
10.2
0
486.2 TOP
118�61TQP WATER VALVE
.9 X IRRIGATION CONTROL VALVE
0 PVC RISER
pm MAILBOX
ELECIRIC BOX
MANHOLE
SIGN
A =74*35'00- TAr
R=50.00' 1 4 0.1 TC
L=65.09' If 79.8 FL 1� N (D TREE
I I �/� (480) 479.87 IC
PALM TREE
io'k PROPOSED DRYWELL. SEE DEFAIL ON SHEET I
BUBBLER BOX SEE DETAIL ON SHEET I
(48102 TJC GR47E ORMN. SEE DEFAIL ON SHEET I
(480.55 FS) 3CO CLEANOUT SEE DETAIL ON SHEET I
RD ROOF DRAW W17H OVERFLOW
0 SEE PLUMBING PLANS
NOS DUPI CHANNEL
rA C1 WAC PAD
LOTG 0 POOL EQUIPMENT
GRAPHIC SCALE GAS METER
10 0 5 10 20 40 CATE
HARDSCAPE PER ARCHITECTURAL PLANS
IN FEET HARDSCAPE PER ARCHITECTURAL PLANS.
I inch = 10 ft. WATER
ss/ TURF
K
SYNTHETIC TURF
No.C52260
F'11477= PROPOSED BUILDING
DA TE INITIAL APPROVED BY:
DA TE
P. 0. Box 12980
Civil Engineering Palm Desert Cal tomid 92255
Land Surveying (760) J46-8015
www.feiro.net
UNDER THE DIRECT SUPERVI.TON OF.,
FEIR
1,n the City of Lcr, Q-ui-ntu
NHL&I Ivul
2
OF 2 sHE
Precise Grading Plan
PARCEL A, LOT MERGER 2019-0002
Per 90c j2009-___,- APN 762-150-040 If 009
DWG Fh
J2
LAYOUT.,
GPO2
FOR. e-
JOB NUMB
J2v-6
ENGINEERING, inc Rol7ald K Feiro RCE 52,'