BRES2019-0122 Precise Grading PlanAPPROVED FOR PERMITTING:
PLANNING & ZONING COMPLIANCE:
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MEMBER
2X PRESERVATIVE -TREATED SILL
PLATE FINISH FLOOR
pPAD
2% MIN
FINISH GRADE
A \\
FOOTING DETAIL
FINISH FLOOR TO PAD = 6"
FINISH FLOOR TO FINISH GRADE = 6"
NOT TO SCALE
Know whars below.
Call before you
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
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
NOTE:
TOP OF GRATE IS OVERFLOW
LEAVE EXPOSED.
PO
ALL JOINTS ABOVE THE LEACHING
AREA SHALL BE MORTAR SEALED
INSIDE AND OUT.
5.0' MIN.
12"
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DRYWELL DETAIL
NOT TO SCALE
In the City of La Quinta
Precise Grading Plan
Sitn,lite Developmerr,t
OWNER:
PAUL DEWEY
33488 VIA STRADA
LA QUINTA, CA. 92255
C/o SUNLIGHT DEVELOPMENT INC.
760-340-9800
LEGAL DESCRIPTION:
LOT 266, TRACT NO. 29894-2
PER MB J271056-088
SITE ADDRESS
53-488 VIA STRADA
LA QUINTA, CA 9225J
ASSESSOR'S PARCEL NO.:
777-200-018
BASIS OF BEARINGS:
CENTERLINE OF VIA STRADA AS
N 3'5553" W, PER MB 327156-88
BENCHMARK:
TOP OF CURB AT THE PROPERTY LINE EXTENSION
OF LOTS 2661267. ELEVATION = (1012.46 TC) PER
THE APPROVED AMENDED TRACT NO. 29894-2
ROUGH GRADING PLAN.
SITE BENCHMARK:
70P OF 1P AT CENTERLINE STRADA
ELEVATION=(1012.40 /P)
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 6129118
i
NOTE:
THE APPROVED PAD ELEVATIONS SHOWN
HEREON WERE OBTAINED FROM THE
APPROVED TRACT ROUGH GRADING PLAN FOR
AMENDED TRACT NO. 29894-2
24" DIA. 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 95Z.
48" DIAMETER PRE -CAST
MANHOLE CONE
6' PVC DOWN DRAIN WITH i' PERFORATIONS
DRILLED 02"t O.C., TO 12" ABOVE TOP OF SLAB.
WRAP PERFORATED SECTION WITH FILTER FABRIC.
WRAP FABRIC WITH PROTECTIVE LAYER OF METAL
SCREEN, OVERLAPPED AND HELD IN PLACE 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 PERFORATED I
CONCRETE RING
3/8" TO 3/4" WASHED ROCK
3/8" TO 3/4" WASHED ROCK
ON UNDISTURBED SOIL
NOTE:
CRATE S1ZE SHALL BE DETERMINED FROM THESE i
FINISH SHALL BE DETERMINED BY THE OWNER OR
GRADE PER PLATY
4" SDR-35 PVC OR SOLID WALL HOPE
4"x45' BEND
(1/8 BEND)
NOTE:
QUANTITIES ESTIMATE SHOWN IS FOR PERMIT PURPOSES
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT
PURPOSES.
QUANTITIES ESTIMATE DOES NOT INCLUDE CLEARING,
SHRINKAGE, SUBSIDENCE, ANY OTHER LOSSES, OR ANY
GRADING OR EXCAVATION COVERED UNDER A SEPARATE
PERMIT.
EARTHWORK QUANTITIES_ ESTIMATE:
CUT
= 200
CU
YDS
FILL
= 60
CU
YDS
NET
= 140
CU
YDS [EXPORT]
NOTE:
DRIVEWAY APPROACH REQUIRES A SEPERATE PERMIT AND
INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS
DEPARTMENT
A LETTER OF CERTIFICATION FROM THE ENGINEER -OF -WORK
STATING THAT THE GRADING HAS BEEN COMPLETED PER THE
APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS
ENGINEER ON ALL FILL AREAS IS REQUIRED PRIOR TO THE
BUILDING PERMIT ISSUANCE. 957. REQUIRED IN BUILDING AREA.
NOTE TO OWNER AND CONTRACTOR:
IT IS THE OWNER'S RESPONSIBILITY TO SCHEDULE
REGULAR MAINTENANCE OF THE DRAINAGE SYSTEM,
INCLUDING BUT NOT LIMITED TO AREA DRAINS, DRAIN
LINES, DRYWELLS AND BUBBLER BOXES.
CONTRACTOR SHALL RECOMMEND MAINTENANCE
SCHEDULE TO OWNER BASED UPON INSTALLED
EQUIPMENT AND AS -BUILT CONDITIONS.
ROOF DRAINS, RETAINING WALL FRENCH DRAINS,
POT DRAINS, ETC. MAY BE TIED INTO DRAINAGE
SYSTEM. OVERSIZING OF PIPES MAY BE NECESSARY.
NOTE:
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.
UNLESS OTHERWISE NOTED). GRATE STYLE, TYPE, COLOR AND/OR
E ARCHITECT.
GRATE
1 9" GRATES USE NOS 9X9" LOW
PROFILE ADAPTER, 12" GRATES
USE NOS 12712' LOW PROFILE
❑ADAPTER, OR EQUAL.
NOS 3"&4" UNIVERSAL OUTLET, OR
EQUAL.
VARIES
12" MINIMUM
COVER
SEWER BRANCH WYE
(MAIN SIZE x 4
DIR. OF FLOW W AT. 1% MIN.
SDR-35 PVC
(4", 6" OR 8" - SIZE PER PLAN)
DRAIN! DETAIL
SCALE. • 1 "=1 '
INDICATED OIL PLAN:
PIPE CONTINUES
WHEN NOT END OF LINE.
CAP/PLUG WHEN END OF LINE.
DATE I INITIAL
FINISH GROUND
i
PVC
VARIES
SEE PLANS
FOR DEPTH
i�
12"x12" CATCH BASIN
(NDS 1200 OR EQUAL).
ADD 12 "x 12" RISERS AS
NECESSARY.
CUT 6"x6" HOLE IN THE
BOTTOM OF CATCH BASIN.
/'EXISTING WEDGE CURB
6"
BUBBLER BOX DETAIL
SC PALE 1
APPROVED BY:
DATE
TOM HARKING
DATE ICID S R. EVANS DATE
BUILDING & SAFEN DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR
CITY OF LA QUINTA CITY OF LA QUINTA
CITY OF LA QUINTA GRADING NOTES:
1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND
SOILS INVESTIGATION, NO.
DATED:
PREPARED BY:
TELEPHONE NO.:
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.
J. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING
GRADING AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
4. DURING ROUGH GRADING OPERATIONS AND PRIOR TD CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL
BE PROVIDED TO PREVENT POND/NG WATER AND DAMAGE TO ADJACENT
PROPERTY.
5, AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO THE MINIMUM
RECOMMENDED BY THE SOILS REPORT.
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
7. PADS SHALL BE COMPACTED TO A MIN/MUM OF 95% RELATIVE DENSITY PER
A.S.TM. D1557 SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT.
8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 27.. DRAINAGE SHALL BE A
MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP
OF CUT OR FILL SLOPES (EXCEPT THOSE PLACED UNDER THE STRUCTURE).
THE MINIMUM SLOPE OF SWALES SHALL BE 0.57-.
9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF N/NE7Y(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 IS 3" A.C. OVER
4.5" CRUSHED A.B. OVER 12" OF COMPACTED SUBGRADE. 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 "R" VALUE TESTS FOR ROADWAY SUBBASE.
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL
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 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, GAS AND DRAINAGE.
15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL
INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL /S SUITABLE FOR THE
INTENDED USE.
16. SWIMMING POOL, SPA, DRIVEWAY APPROACH AND BLOCK WALLS ARE NOT PART OF THE
GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERM/T(S).
17. THE CONTRACTOR /S REPSONS/BLE 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 PRESENCE 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
19. DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM
THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT.
-INSTALL REMOVABLE FILTER
FABRIC COVER OVEI'Y 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
No.C52260
P.O. Box 12980
Palm Desert, CafifomiQ 92255
Civil Engineering
Land Surveying (7sD) 346-Sots
www.feiro.net
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In the City of L a Quinta SHLLI NUMBL
Precise Grading Plan OF 2 ETS
Lot 266, Tract No. 29894-2 DWG FILE
Per MB J27156-88 APN 777-200-018 o1�sT47cPo1
GPO
FOR. S'unlite Development 'JOB NUMBER-
FOR.-
1006.3 EG
10070 EG
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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
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR
FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR
THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
6
1
1009.2
1013.4 TOP
N II*13'07" E f7'
1013.6 TOP
THIS LINE WAS TRACED
FROM THE HOMESITE
DIAGRAM PROVIDED BY THE I
HIDEAWAY AND IS LABELED
NATURAL AREA" ON THAT
DIAGRAM. /
1013.E TOP
1013.5 TOP
A -8.37' 17"
/ �R=540.00' (1014),
- / L=81.25'
(1012.8 EG)
BUILDING i 10i�6 0 TW-
ENVELOPE 1' 12.0 IF
I 1 3.20 TG
� - - 1 11.91 INV
FIRE FEATURE j `*--(113.0 TOE)
1 hi
7.5 TW
'�..
�,,...
n ®
�
��
1011.80 INV
POOL COPING
_.
1013.85 FS
1016.0 TW
1012.0 IF
114.1 EG
2%
SPA
22'�`t--
gC
20TG
- _.1_
91 INV
^.^
/ `
��
y - I ROOT
�1 1019.5 TW
32*%
1012.34INV
C.�
®_
BALL
r 1012.0 IF
� A
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�`-
jN 1012.07 INV
/ .f
1013.40 TO
TG
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29'$1)f
%
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1012.10 INV
1013.20
INV
1TG
1011.64.78 V
4 NVC1
4 P-VL' -
-_ _
, 1013.75 TG
, <
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4"rC
10 ®5%
120.1 TW
�� I ROOT ��
�-
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ro13.86 Fs
ul
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10i2.10INV Ty
atu
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3s6 ts' .>
)14.1 EG
'v
1012 FO :INV
o
3.20 TO
1.65
1018571W
< -1012 Tf
t .13 00_�
I RObT
�'101 ;96
BA
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113E ES
G fig/
x
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1013.20 TG
-;D-� 1011.36INV
LOT 265
10'87% N
(VACANT)
•®t2
N
(1013.0 APPROVED PAD)
f 1340TG
- ,
' a
1 12.f0 INV
r ROOT
i20 TG
��.. BALL r
1.45 INV
,'-
II '
/Rdl
LOT 266
r
JA
R L 1
W�L
_
A f013.1 TOE
PROPOSED' RESIDENCE
-
D135EG
if0T340TG
� •--'
1014.00 F F
(10135 APRRDYED P4'D)
012.10 INV
t29
;
C e ?pvc 1011.22 INV
3
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
LEGEND & ABBREVIATIONS:
CENTERLINE
PROPERTY LINE
N.P. HIGH POINT
G.B. GRADE BREAK
E.G. EXIS771VG GROUND
F.G. FINISH GRADE
F.S. FINISH SURFACE
F.F. FINISH FLOOR ELEVATION
PAD PAD ELEVATION
P PLANTER
T. W. TOP OF WALL
T.R.W. TOP OF RETAINING WALL
W. S. WATER SURFACE
B.W. BOTTOM OF WALL
T.F. TOP OF FOOTING
T.S. TOP OF SLAB
B.F. BOTTOM OF FOOTING
R/W RIGHT-OF-WAY
D/W DRIVEWAY
T.C. TOP OF CURB
F.L. FLOW LINE
T. H. TOP OF HEADER
E.P. EDGE OF EXISTING PAVEMENT
T.P. TOP OF PAVEMENT
T.G. TOP OF GRATE
INV INVERT ELEVATION
[G] G" CHISELED ON CURB
IS] IS" CHISELED ON CURB
[E] E" CHISELED ON CURB
(99.9) EXIS77NG ELEVATION
99.9 PROPOSED ELEVATON
- - - - PROPERTY LINE / RIGHT-OF-WAY
CENTERLINE
(99) EXIS77NG CONTOUR
-99- FINISH CONTOUR
DRAINAGE SWAL£
EXIS77NO SLOPE
AAAAAA,AA'ter FINISH SLOPE
"°"'" - EXIS77NG CURB AND GUTTER
RETAINING WALL/DEEPENED FOOTING
EXISTING RETAINING WALL/DEEPENED FOOTIA
zzzzzzrzzTjrr_z EXISTING BLOCK WALL
PROPOSED BLOCK WALL
109MMIZZONEM BLOCK WALL ATOP RETAIN/TUG WALL
:wwrs'sMwJs EXIS77NG BLOCK WALL ATOP RETAINING WAL,
SHEET FLOW
CONCRETE
® WATER METER
FIRE HYDRANT
PP POWER POLE
•
® WATER VALVE
® IRR/G477ON CONTROL VALVE
® ELECTRIC BOX
® TELEPHONE BOX
® TELEPHONE BOX
PALM TREE
TREE
10 3, 6'
4" DRAIN PIPE
LOT 267
"�
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�.
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_
�.;
_
ROOT
y r
113.20 TG
i �t
DRYWELL - SEE DETAIL ON SHEET 7
(EXISTING RESIDENCE)
BA4Lr010.98
INV
(1014.3 APPROVED PAD)
., _
FOUNTAIN
_>
�_
LJ
e s a
1�1340 t6
ta'®e%
AREA BRAIN SEE DETAIL ON SHEET 1
1000
-
�- _
it
GARAG# 1�ij210
NV .
I
4„�C
BUBBLER BOX -SEE DETAIL ON SHEET 1
p
ROOF DRAIN. SEE PLUMBING PLANS
EXISTING
BLOCK WALL I;
6_77•,..J_,
y 7D1.33D TG '•
1!!71 94 INI
8
1 18
I
r ROOT
BALL
i01&5 fiVX
?{T12 5 Tf'
t
--
AC
HVAC PAD
1013.20 TG
1011.03 /NV
®
A
a,i
t
2 -
"'a%
t�®t�
'. ��
-
�_
t ROOT
L
I r1
7079.5 TW
1012.0 IF
i ROOT
PROPOSED TREES
30
� ,'
BALL i
SEE LANDSCAPE PLANS
o
1013.4QF5
h
�.
1 i h91 INV
A v
101TO
1010.910.91 INV
] 1
'',101345 FS
1
�'
110.71 NV
PROPOSED PAVING
PER ARCHITECTURAL PLANS
10
6s`iW
1D13.10 TG
x '•
77
1�'T^ FS
1008.10 IS
PROPOSED PAVING
'�-
''
"''a�
-
"
-
107].80 INV
PER ARCHITECTURAL PLANS
r
ROOT
x
,
=
.�� =
1009
_i
PROPOSED PAVING
BALL
_
10 OP
( 13.5 TOP)
,�
PER ARCHITECTURAL PLANS
1014.44 FS®GAR
EXISTING A
HEADER ��4 Rpp�A �
W
®I i I j 3.55'S GS
_ i 1o11.93 TP /� BASIS OF BEARINGS
y
i (7012.46 TC)
(1012.40 1 "IP.IN.AC) 11 °ice
SITE BENCHMARK
K.
3I No.C52260
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