PG2021-00229/2/219/2/20219/3/2021
GENERAL NOTES
1. 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 SHALL 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
ACTNITY, SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET
RIGHT OF WAY, SHALL BE PERFORMED BY THE 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
DRAINAGE CONCEPT 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 CML 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 OCCURRING 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 FUGRIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF
HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
OCTOBER 1ST 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 SEPT. 30TH MONDAY - FRIDAY 6:00 A.M. TO 7:00 P.M.
SATURDAY 8:00 AM. TO 5:00 P.M.
WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS.
GRADING NOTES
1. IF THE CML ENGINEER OR SOILS ENGINEER ARE CHANGED DURING THE COURSE OF WORK,
ALL WORK SHALL BE STOPPED UNTIL A REPLACEMENT HAS AGREED TO ACCEPT THE
RESPONSIBILITY FOR CERTIFICATION UPON COMPLETION OF THE WORK.
2. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF
THE UNIFORM BUILDING CODE, LATEST EDITION, AND
GEOTECHNICAL ENGINEERING REPORT - EARTH SYSTEMS SOUTHWEST - (760) 345-1588
FILE NO. 07949-01, 00-12-725
DATED DECEMBER 12, 2000
3. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL
INCLUDE AN APPROVAL STATEMENT THAT THE TRENCH BACKFILL HAS BEEN PLACED AND
COMPACTED FOR THE INTENDED USE.
4. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE
WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE
PERFORMANCE OF WORK UPON HIGHWAYS, IN ORDER TO ELIMINATE HAZARDS.
5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OR STORMWATER
FACILITIES DURING CONSTRUCTION. IMMEDIATELY PRIOR TO THE CONCLUSION OF BUILDING
CONSTRUCTION AND LANDSCAPING, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE
OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE
FUNCTIONAL ADEQUACY OF THE STORMWATER FACILITIES.
BASIS OF BEARING
THE BEARINGS SHOWN HEREON ARE BASED UPON THE
WEST LINE OF TRACT MAP No. 28034, AS FILED IN
BOOK 258, PAGES 69 AND 70 OF MAPS, OFFICIAL
RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, BEING NORTH 00'12'16 WEST.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
OWNER/DEVELOPER
ALTA VERDE BUILDERS, INC.
71905 HIGHWAY 111, SUITE G
RANCHO MIRAGE, CA 92270-0482
(760) 776-1111
CONTACT: RUSSELL JONES
ESTIMATED
CONSTRUCTION NOTES QUANTITIES
O1 REMOVE EXISTING DRIVEWAY APPROACH (OR PORTION THEREOF) 7 EA.
CONSTRUCT DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. 221 8 EA.
CONSTRUCT EXTRA DEPTH FOOTING PER ARCHITECTURAL PLANS/ 264 L.F.
SPECIFICATIONS AND DETAIL ON SHEET 1
RESIDENTIAL RESIDENTIAL
LOT LOT
2' MIN.
GAS: FLOOR 2071% MIN• . c
THE GAS COMPANY ................................ (800) 303-7756 FG 5% MAX 2�MAX.
CABLE ca PER PLAN MIN. w
FRONTIER (760) 340-1312 Z
2N o 3' MIN. N
UNDERGROUND SERVICE ALERT �^
CALL TOLL FREE:
Q O TYPICAL EXTRA DEPTH FOOTING DETAIL
1-800 3 SEE ARCHITECTURAL PLAN FOR EXACT
227_ 2600 SPECIFICATIONS OF EXTRA DEPTH FOOTING
NITS
TWO WORKM DAYS
BEFORE YOU DIG
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 ORS SHOWN O DS
H N THERECO R
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 CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
p,
PRECISE GRADING
TRACT N0. 34243, CORAL MOUNTAIN
PHASE 5, LOTS 10=16,30 & 31
aov. or s i/; or , i/i, SEC. 21. ..s:, a. ;c, ssaeM DWELLING
WALL —
Th, k CT NO-wMeT0
50 49 8 47
TRACT NO. 30096 -2
1 42 45
------------------AVENt{ E---------5-g----------------
EARTHWORK QUANTITIES INDEX MAP LEGAL DESCRPTION
SCALE 1„=100' LOTS 10 THROUGH 16, INCLUSIVE, 30 AND 31
OF TRACT NO. 34943 PFR MAP F1I FTI IN RnnK
FINE GRADING
DWELLING
FILL
4A1 OF MAPS, AT PAGES 69-74 OF MAPS
UTILITIES
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
FINISH SURFACE
WALL
GRADE BREAK
HP
75 CY x 9 LOTS
GARAGE
675 CY
LP
6
THICK
STEM WALL
EX.
EXISTING
WATER, SEWER AND IRRIGATION:
STOOP
EP
EDGE OF PAVEMENT
FG
COACHELLA VALLEY WATER DISTRICT .....
(760) 398-2651
FINISH FLOOR
(468.55)
EXISTING ELEVATION
ELECTRIC:
PROPOSED ELEVATION
[4B/W5]
ELEVATION
I MIN. MIN.
IMPERIAL IRRIGATION DISTRICT ...............
(800) 303-7756
T TYP.
QPM
=
HONE:---
VERRIIZPON.................................................
(800) 483-5000
-1
GARAGE
FINISH
ED=PER PLAN
(AS REQUIRED)
o
RESIDENTIAL RESIDENTIAL
LOT LOT
2' MIN.
GAS: FLOOR 2071% MIN• . c
THE GAS COMPANY ................................ (800) 303-7756 FG 5% MAX 2�MAX.
CABLE ca PER PLAN MIN. w
FRONTIER (760) 340-1312 Z
2N o 3' MIN. N
UNDERGROUND SERVICE ALERT �^
CALL TOLL FREE:
Q O TYPICAL EXTRA DEPTH FOOTING DETAIL
1-800 3 SEE ARCHITECTURAL PLAN FOR EXACT
227_ 2600 SPECIFICATIONS OF EXTRA DEPTH FOOTING
NITS
TWO WORKM DAYS
BEFORE YOU DIG
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 ORS SHOWN O DS
H N THERECO R
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 CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES
CONCERNED BEFORE STARTING WORK.
p,
PRECISE GRADING
TRACT N0. 34243, CORAL MOUNTAIN
PHASE 5, LOTS 10=16,30 & 31
aov. or s i/; or , i/i, SEC. 21. ..s:, a. ;c, ssaeM DWELLING
WALL —
Th, k CT NO-wMeT0
50 49 8 47
TRACT NO. 30096 -2
1 42 45
------------------AVENt{ E---------5-g----------------
EARTHWORK QUANTITIES INDEX MAP LEGAL DESCRPTION
SCALE 1„=100' LOTS 10 THROUGH 16, INCLUSIVE, 30 AND 31
OF TRACT NO. 34943 PFR MAP F1I FTI IN RnnK
NOTE: THE ABOVE QUANTITIES ARE ENGINEER'S ESTIMATE ONLY.
CONTRACTOR TO VERIFY ALL QUANTITIES FOR BID SUBMITTAL.
PRIVATE ENGINEERING NOTE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
FINISH
DWELLING
GARAGE
STEM WALL\
FINISH FLOOR,
6 TYP.*_l
L'Uj
z
iN z o
2 o
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE:
L. ' `t`►3I2Q21 ��L/2oZl
AJ ORTEGA DATE CHERI FLORES DATE
BUILDING OFFICIAL PLANNING MANAGER
CITY OF LA QUINTA CITY OF LA QUINTA
RESIDENTIAL TYPE OF LOT
LOT PER PLAN
3
PL w �
�v o
0
2' MIN. o
w
N
w w
0
ao
T '
1% MIN. c
z
N U
RESIDENTIAL I RESIDENTIAL
LOT LOT
FINE GRADING
CUT
FILL
4A1 OF MAPS, AT PAGES 69-74 OF MAPS
EXTRA DEPTH
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA
FINISH SURFACE
GB
GRADE BREAK
HP
75 CY x 9 LOTS
675 CY
675 CY
LP
NOTE: THE ABOVE QUANTITIES ARE ENGINEER'S ESTIMATE ONLY.
CONTRACTOR TO VERIFY ALL QUANTITIES FOR BID SUBMITTAL.
PRIVATE ENGINEERING NOTE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT.
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
FINISH
DWELLING
GARAGE
STEM WALL\
FINISH FLOOR,
6 TYP.*_l
L'Uj
z
iN z o
2 o
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE:
L. ' `t`►3I2Q21 ��L/2oZl
AJ ORTEGA DATE CHERI FLORES DATE
BUILDING OFFICIAL PLANNING MANAGER
CITY OF LA QUINTA CITY OF LA QUINTA
RESIDENTIAL TYPE OF LOT
LOT PER PLAN
3
PL w �
�v o
0
2' MIN. o
w
N
w w
0
ao
T '
1% MIN. c
z
N U
RESIDENTIAL I RESIDENTIAL
LOT LOT
WALL
z
3.5' MAX.
6 THICK H I. 2' MIN.
MAX. SIDEIN
YARD STOOP o
J
w .
T
)9, MAX. 11% MIN
MIN 2� ��•
3' MIN. t
SDE YARD �F
TYPICAL SWALE DETAIL
• SEE PLAN FOR EXACT DIMENSION
NTS
LEGEND
TOP OF GRATE
®
EXTRA DEEPEND FOOTING
ED
EXTRA DEPTH
FS
FINISH SURFACE
GB
GRADE BREAK
HP
HIGH POINT
TC
TOP OF CURB
LP
6
THICK
PROPERTY LINE
EX.
EXISTING
REAR YARD
STOOP
EP
EDGE OF PAVEMENT
FG
FINISH GRADE
TF
TOP OF FOOTING
(468.55)
EXISTING ELEVATION
468.55
PROPOSED ELEVATION
[4B/W5]
ELEVATION
I MIN. MIN.
BACK OF R
R
RIGHT-OF-WAY
TW
=
z
GARAGE FLOOR
FF
z_
¢
M
PROPOSED CURB AND GUTTER
—460—
PROPOSED FINISHED CONTOUR
PROPOSED 2:1 SLOPE
LAZO
2%
z
,n
o
AC
AIR CONDDIONING UNIT
®
M
EDL
EXTRA DEPTH FOOTING LENGTH
CONT.
CONTINUATION
TE
TOP OF EMITTER
v
z
(AVENUE
56)
In
209, ,�
MIN.
3.5'
10' MIN.
}
15' TYP,
PRO=
I
AVENUE
58
REAR YARD
WALL
z
3.5' MAX.
6 THICK H I. 2' MIN.
MAX. SIDEIN
YARD STOOP o
J
w .
T
)9, MAX. 11% MIN
MIN 2� ��•
3' MIN. t
SDE YARD �F
TYPICAL SWALE DETAIL
• SEE PLAN FOR EXACT DIMENSION
NTS
LEGEND
TOP OF GRATE
®
EXTRA DEEPEND FOOTING
ED
EXTRA DEPTH
FS
FINISH SURFACE
GB
GRADE BREAK
HP
HIGH POINT
TC
TOP OF CURB
LP
LOW POINT
PL
PROPERTY LINE
EX.
EXISTING
CF
CURB FACE
EP
EDGE OF PAVEMENT
FG
FINISH GRADE
TF
TOP OF FOOTING
(468.55)
EXISTING ELEVATION
468.55
PROPOSED ELEVATION
[4B/W5]
ELEVATION
I MIN. MIN.
BACK OF R
R
RIGHT-OF-WAY
TW
TOP OF WALL
GF
GARAGE FLOOR
FF
FINISH FLOOR
--
CENTERLINE
PROPOSED CURB AND GUTTER
—460—
PROPOSED FINISHED CONTOUR
PROPOSED 2:1 SLOPE
LAZO
(UNLESS SHOWN OTHERWISE)
40
PROPOSED LOT NUMBER
AC
AIR CONDDIONING UNIT
®
RETAINING WALL
EDL
EXTRA DEPTH FOOTING LENGTH
CONT.
CONTINUATION
TE
TOP OF EMITTER
PREP "UNDER THE DIRECTION OF:
Q(LOFESS/0N
��O p J. q�F DATE:'7/2/01
o�P� Fye EDWARD J. LENTH EXP. DATE 12/31/22
y — R.C.E. 52496
No. 052496 rZ
Exp. 12-31-22 * APPROVED BY:
TIL �P DATE: 7A//z/
MARK REVISIONS APPR, DATE 9TF CALIF
BR AN MCKINNEY RCE 49418
DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER EXP. DATE: 9/30/22
54.25'
a
0
TG
TOP OF GRATE
---
AVENUE 52
. MORSE Site 216
PROPOSED MASONARY GARDEN WALL
z
FLOWLINE
6 �aQ ¢
TRACT BOUNDARY
1
I 2
N
MIN.
O
Of
I ' THE
HIDEAWAY
.
BLDG. TYPE
PROPOSED STORM DRAN
`
w
w
» A»
PROPOSED LETTERED LOT
O1
w
w
NOTE
104
HIGHEST LOT NUMBER
5' P-100'
AVENUE 54
Cn
V)
-
EASEMENT LINE
I MIN. MIN.
WATER METER
R/W GB
LLJ
O
O
3' MAN GATE PER SEPARATE PERMIT
S=1.0%
STORM DRAIN PIPE SLOPE
L=4.55'
STORM DRAIN PIPE LENGTH
[if
in
w
O
v
PGA
WEST
AIRPORT
BLVD.
z
(AVENUE
56)
In
PRO=
I
AVENUE
58
TG
TOP OF GRATE
---
EXISTING MASONARY PERIMETER WALL
. MORSE Site 216
PROPOSED MASONARY GARDEN WALL
FLOWLINE
6 �aQ ¢
TRACT BOUNDARY
1
I 2
N
MIN.
PROPOSED WATER MAN
E) B" -SS
PROPOSED SEWER MAIN
.
BLDG. TYPE
PROPOSED STORM DRAN
`
SEWER LATERAL
» A»
PROPOSED LETTERED LOT
O1
CONSTRUCTION NOTE
❑1
NOTE
104
HIGHEST LOT NUMBER
5' P-100'
STREET LIGHT
PHASE 5, LOTS 10-16, 30 and 31
PRECISE GRADE SHEET INDEX
-
EASEMENT LINE
I MIN. MIN.
WATER METER
R/W GB
FIRE HYDRANT
_TT_
3' MAN GATE PER SEPARATE PERMIT
S=1.0%
STORM DRAIN PIPE SLOPE
L=4.55'
STORM DRAIN PIPE LENGTH
RWL
RETAINING WAIL LENGTH (CENTERUNE OF WAIL)
BUILDING UNIT INDEX
NTS
54.25'
54.79'
WCIN/TY MAP
NOT TO SCALE
1-#4 RE -BAR IN BOND BEAM
EMBED 12 EACH SIDE OVERING
OPENING
i OMIT SINGLE BLOCK
FOR DRAINAGE AT
FL FLOWLINE OF SWALE
TYPICAL THROUGH WALL
DRAINAGE DETAIL
NTS
&4
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
. MORSE Site 216
LOT N0.
6 �aQ ¢
PRECISE GRADING PLAN
1
I 2
N
MIN.
SWALE
BLDG.
yl 1' Z
.
BLDG. TYPE
:MIN. � M
I BOTTOM OF
BOTTOM OF
I _ ' o
I SLOPE
SLOP 5'/10'
I j o FF=100.67
I FINISH FLOOR
-91N.
5' P-100'
I
PHASE 5, LOTS 10-16, 30 and 31
I' 5'/10
PAD ELEV.
F
I MIN. MIN.
I FL PUE
R/W GB
- o
( GB
99p FLOW �9�> CURB &
GUTTER
STREET CENTERUNE
NOTE:
* HP OF FLOWUNE = PAD -0.3' MIN.
2% MIN. SLOPE TO HP FROM PAD
TYPICAL LOT GRADING
ss 15' MIN. FOR SIDE -LOADED GARAGES
NTS
52.63'
41865 Boardwalk
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
. MORSE Site 216
Palm Desert, CA 92211
PRECISE GRADING PLAN
1
SHT._
SCHULTZ Voice: 760-674-5776
TRACT NO. 34243 - CORAL MOUNTAIN
c6erghlmdxansuMing.mt
TITLE SHEET
OF S
PLANNERS ENGINEERS SURVEYORS
PHASE 5, LOTS 10-16, 30 and 31
SCALE: SEE ABOVE
8 E N C 416USER (29TH ENGRS 1941 RIV. CO. A USBR DISC SEI IN CONCRETE POST
INOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE
ELEV.= -64.955 + 500.00 = 435.045
POR. OF S 1/2 OF S 1/2, SEC. 21, T.6S., R.7E., S.B.B&M
DATE: JUNE, 2021
FOR: ALTA VERDE BUILDERS W.O. NO:
6 1 k b577) g=I:\82400\PG\PG5-Ot.dwg 6/23,
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N
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W
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1
11/16/2111-16-202111/16/2021
9/2/20219/3/2021
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE:
TRACT NO. 30487 6v1B 342/100-104
jui1
I
26 a 25 24 ®, a a a CL 21 20 AJf oP 11� DATECH IP. FLORE �J �o �/Y 1/1DATE 1
N, v„„ BUILDING OFFICIAL PLANNING MANAGER
(PAD=465.0) ti (PAD=465.4) (PAD=465.7) P D-cPg,1' (PAD=466.8) (PAD=467.1) CITY OF LA QUINTA CITY OF LA QUINTA
4 _4 li� _4 4 �5 4 25 �5 4 Z5 4
u7 N N 1Y\ n n O'�i F N Off N vt N n O m O m M N M N
O^ i n ftp n n v n v n v n^ fg0 n fw0 n
(73.33 TW) 4 (73.33 TW) 4
B (67.20 TF) (67.20 TF)
466.5 FG 69.00' 467.0 FG - 69.00' 467.0 FG 69.00' 467.4 FG_ 69.00' 468.1 FG _ _ 69.00' 468.2 FG - - 84.50' 468.2 FG -
466.5 FG 69.00 --- ---- ----------- - - - - - - -------- ------------
--- ------------------------- ---- --------------- -----IT---
T ---- ------ --- ------ -- z EX 2I SLOP
TB IX. 2:1 SLOPE t t :n 4621 462.5 - - 1 462.5 462 9 462.9 4 5 I I 463.5 4� 1 - - - - - -464.1 I N - -
I r---- ---- I I 4647 TO
4647----------- I-----------
TO REMAIN N FG FG N FG FG FG FG � FG FG " FG------7a - ----------- o -r-
----�_-----�--� - ------ MA J ------ ------ - �---- ---,N ----- - � ---- ------------_� -
I --- ----- ------ - - ----- ----- ----- 0.5%
461.2 461.2 X0,7 461.2 461.6 0.5% QQ 0.5X__/'
462.4 463.0 0.5X "67
6 0.5X O ®® 464.2 FL 464 FL P 14.50' 14.50
TW PER PLAN FG FG B FG "00FWG
462.0 O 464 in 10 FGT3 P 464.7 FG 2 471 33 FG �9)I
0.5X 461.8 FL ®® FL FL
0.5% FL 5 0.0' m 471.33 TW
TR. N0. 34243 467.33 TW �' 460.9 HP 468.67 TW <0 470.00 TW
TR. NO. 30487 461.20 FG 2 FL HP .462.50 FG 2 462 P 469.33 TW 2 FFLL2Ha 463.50 FG 2 463.2 462.67 TF I 471.33 TW 2 463.33 TF 2 TO
4' BENCH 460.00 TF 460.00 TF 2% 460.67 TF 462.50 FG 462.00 TF FL H 2% 464.60 FG 9
7.8' 8.5' 461.8 2% 461.33 TF 2% 463.4 463.33 TF c
464 FL 46.8 FL 464.0 1 o
3LPADM
Ni 0 5' 7.8FL b-t Lq 464.2 ?0�
cs
(FG) PER PLANE M 46FIL05 0 462.0 N} �. 463.0 O 463.6 3 FL GBS
MAX. FG om FL bt 462.2 O 464.4 �; I ^ I
0 461.6 c K � HP i463g6 r- I
EXISTING FG 0 j:N SCI. FLS 462.4 .n `� �} ,� - TC. %I N I I
0 0
>K N o N .N 0.2' ED N}, 10.2'
FF=461.87 9.2' m M 1 3 �} 9.2 464.5 FG
PAD=461.2 460.7 0.0' ED 9 2' - 9.2' N - 0.0' ED
FL
FF=463.57 h"� o Z
ER PLAN Z 462.1 FG 0.0' ED PAD-462.9 0 0. X3,2 464.1 FG-,,` V - 460.3 FF=462.77 � TF PER PLAN. FL 461.2 PAD=462.1 461.6 2 462.5 FIG 463.5 FG FL 1 cJg 470.67 TW 2 - �- I z -_
N FL 3 FL FF=463.17 4sFL Z(REV) 4626 4 PADFF=4464 1 �' 462.664.77 0 TF FF 46G5.37 -
Ac J PAD=462.5 3 FL FF=464.17 3 PAD-464.7
GF=461.37 GF=462.27 PAD=463.5 J GF=464.27 GF=464.87 PAD=
464.7
B-B 78 0 ® 2% 46277 FF 461.3FL GB J-MOD GF=462.67 J GF=463.67 464.77 FF 463.3 463GB ,� J-MOD(REY) N
460.2 Nl 461.87 FF 460.5 461.1 462.44 FSI 0.3' ED 463.17 Ff K FL1GB ® GF=463.07 464.17 FF 2%%G6 Nl 0.3 ED N
NTS GB 4 STEP j 2% 462.7 464.44 FS 0.6 ED 465.37 FF Z
GB 461.54 FS 461.4 462.84 FS o 2i FL GB 4 STEP 464.1 FG 465.04 FS + O
4•STEP FL GB 1 461.8 FG GB 4. c ij 0.3' ED 46357 FF of 462.1 462.4 463.84 FS 463.8 FG 4'STEP I i U
GF=460.97 GF=461.87 461.8 •,; R GB 4p 0.3' ED 1 GF=463.87 GF=464.47 (4
2 467.33 TW 1
;�5 9.2 46233 1 462.2 FG r GB 463.24 F5 FL GB 7.8' 9.2'
5' .2'10 GF=462.27 4'STEP 1 GF 463.27 5' 15' K ys, T� ,�
ie se GF=462.67 92 470.00 TW ae IK �K� o,I o w w
459.33 TF w Nl c c o b 461.00 FG 2 Io Q o l I 468.00 TW I5' 463.00 FG 2 coK 2
-------- �o v; _ N - - - N 459.33 TF rao X01 ae: ae o 461.30 FG 2 aoe o 1 469.33 TW 2 x 5. re 462.00 TF Z Q
-------------------- x 462.40 FG
- -- _W) ri N 460.00 TF I
_ _ _ 2 461.33 TF
--- 1 -� _---------------- h0
-------- -- -- I//
l L ^ - _ _ N :..
2 1 0� 1------------ - - Ico n N� M �6L80_FG_--------- oo 1 ❑3 34.52' 11.00'
'e 468.67 TW >K K � " '�
0 6 .01' _ 46.04' Q - - - - - - -2 0 460.67 TF y
---
11' _
O`L X51 6 69.01' ❑3 69.0
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A=12' 19_03" R�00. 00' L=128. 99'Ate' 03' 36" --- - N 013'15" W 50.00'
_ __----- 1 --- d=10_07' 12" R=1600. 00' L=282. 61' ^, Ri00 00' ZI
Z
- A=10' 07'_12" RR=1600_00_L=282.�64.00' N
til ,O 00'51 k� k60 5 bi---------- ------------- `k��. I- ` I
SANTO THOMAS06
_. I x
59.7
---=----------------- 460.6 1 -- -
_ _ _ - - 69.02' 69.02'-�
w 16'-------------
460.6
-------
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FL GB---
468.00 TW M FL GB 2 ------------------------
be Q+
2 462.00 TRW t CR 468.00 TW K M Z
�.60 TF M 2461.10 FG f K
460.00 TF N W
NOTES K GF=461.57 7'
0 0.2' ED GF=462.07 468.67 TWMn
0 CONSTRUCT THROUGH WALL DRAINAGE PER 3 2 461.6 FG O 2' ED 461.80 FG Q I C
DETAIL SHT. NO. 1 PER SEPARATE PERMIT (PAD=461.4) 11.8' �1 462.97 FF o 462.1 FIG 460.67 TF
u;
F2 CONSTRUCT MASONRY GARDEN WALL PER 460•9 462.64 FS �,� 461.6
GF=461.97 Ac
SEPARATE PERMIT FL
O 4 STEP FL GB
462.47 FF ® GF=462.47 W
❑3 EXISTING DRNEWAY APPROACH (OR PORTION) 462.14 FS 3 4614 Q
TO BE PROTECTED IN PLACE. 4•STEP 00' ED FI3 Im
® EXISTING MASONRY PERIMETER WALL TO BE 461.8 FG 30 0O
K 0.0' ED o z
PROTECTED IN PLACE N 31 o FF=462.97 462.3 FG �? N
❑5 EXISTING RETAINING WALL TOPPED WITH 2% FF=462.47 PAD=462.3 (PAD=40x2.8) 2 8 2 6
VIEW FENCE TO BE PROTECTED IN PLACE PAD 461.8 D(REV) J
D-MOD(REV) as�3 7 �� 466 E IS ING NITS UNDER CONSTRU TION
(PHASE 4) - to v' m
461.1 ® 461.6 O Q ; N
PL FL FL C EXISTING t
VARIES - RETENTION BASIN LOT "M" ® 2%L-iO U d
2' BENCH 11.8'"0.
N 461.3 asLS as .80 c 2 e C i RESIDENCE Z
460.67 TF I Q
5 2 468.00 TW FL 0.5% 461.8 o N FG o 462.0 I I Z
.67 TF 461.8 A 461.8 F.L N FL HP 469.33 TW I i I -' I O
VIEW FENCE PER FG 69.14' 462.3 462.3 462.30 FG 2 V I !
FL PER PLAN RG PLAN AND PER -' _ FG FG FG 461.33 TF
SEPARATE PERMIT w _�J _ 59.98' ; S•7 69.00' 69.00' - ----, i I Q
I'1 _ I -
- -- J
TRW PER PLAN 4-456 - - 458
I i i C7 �
- `-__
PAD PER PLAN --- � _ ��
- -- -_ -456 -- ___
j O
w FG PER • .. ------------ -_ _-------- ---- I V
NQPLAN RETAINING WALL PER °' -------------- --- --- - ------- -� h -
> 459.00 TYP. ---------- - --- ---- 1 I I Z' N
RG PLAN AND PER ` ,f�
_ 100 YEAR WS=457.50_ - Q� - 5 N SEPARATE PERMIT
5 MIN.
1% MIN. �' CONSTRUCTION NOTES GRAPHIC SCALE z
TF PER PLAN RETENTION 20 0 10 20 40 80
BASIN Oj REMOVE IXISITNG DRIVEWAY APPROACH (OR PORTION THEREOF) NOTE: L)
WATER SURFACE
SECT A-A ELEV. QIpB=457.50 Q2 CONSTRUCT DRNEWAY APPROACH PER CITY OF LA QUINTA STD. 221 BUILDING WALKWAYS/PATIOS PER (IN FEET) T,
NTS O3 CONSTRUCT EXTRA DEPTH FOOTING PER ARCHITECTURAL PLANS/ LANDSCAPE ARCHITECTS PLAN
SPECIFICATIONS AND DETAIL ON SHEET 1 finch = 20 ft. Q
J i
o-
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREP UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA C9
Of ESS MORSE Suite 218 n Z
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY QR ��N Palm Desert, CA 92211 G
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ���,0 �� J. CFq�Fy DATE: % Z� PRECISE GRADING PLAN SHT. Q
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ti y EDWARD J. L N H EXP. DATE 12/ 1/22 SCHULTZ Voice: 760-674-5776
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. a �• �'
_ R.C.E. 52496 TRACT NO. 34243 -CORAL MOUNTAIN 0
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT � No. 052496 m cberghOmdxonsulting.nM
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL w m
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO 5 Exp. 12-31-22 APPROVED BY: / PHASE 5 LOTS 10-16 30 AND 31 of sHTs. W
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE- PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM `% CIVIL �* DATE: �iYZ/ PLANNERS ENGINEERS SURVEYORS > N
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE qTF F �` SCALE: SEE ABOVE e E N C H M A R K: (�
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING OF CALL 466 USBR 29TH ENGRS 1941 RN. CO. A USBR DISC SEF IN CONCRETE POST POR. OF S 1 2 OF S 1 2 SEC. 21, T.6S., R.7E., S.B.B&M LU
MARK REVISIONS APPR. DATE ( / / .
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BRY NEE RCE 49418 11NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE
CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER EXP. DATE: 9/30/22 DATE: JUNE, 2021 ELEV.= -64.955 + 500.00 = 435.045 FOR: ALTA VERDE BUILDERS W.O. NO: a
I:\82400\PG\PG5-03.dwg 6/23/21