PG2021-0036GENERAL 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
ACTIVITY, 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 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 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 FUGITIVE 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 1 ST TO SEPT. 30TH MONDAY - 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.
GRADING NOTES
1. IF THE CIVIL 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.
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
NOTES
❑1 CONSTRUCT THROUGH WALL DRAINAGE PER
DETAIL ON SHT. NO. 1 PER SEPARATE PERMIT
Q CONSTRUCT MASONRY GARDEN WALL PER
SEPARATE PERMIT
❑3 EXISTING DRIVEWAY APPROACH TO BE
PROTECTED IN PLACE.
® EXISTING MASONRY PERIMETER WALL TO BE
PROTECTED IN PLACE.
❑5 EXISTING RETAINING WALL TOPPED WITH
VIEW FENCE, TO BE PROTECTED IN PLACE.
ESTIMATED
BASIS OF BEARING CONSTRUCTION NOTES QUANTITIES
THE BEARINGS SHOWN HEREON ARE BASED UPON THE 1 REMOVE EXISITNG DRIVEWAY APPROACH OR PORTION THEREOF 6 EA.
WEST LINE OF TRACT MAP No. 28034, AS FILED IN 0 ( )
BOOK 258, PAGES 69 AND 70 OF MAPS, OFFICIAL O CONSTRUCT DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. 221 6 EA.
RECORDS IN THE COUNTY OF RIVERSIDE, STATE OF
CALIFORNIA, BEING NORTH 00'12'16" WEST.
PRECISE GRADING
TRACT NO.
34243 CORAL MOUNTAIN
RESIDENTIAL TYPE OF LOT
LOT PER PLAN
Q
36 37 3:: w
RESIDENTIAL RESIDENTIAL
LOT LOT
DWELLING
WALL PL
GRAUTILITIES STEMGWALL
WATER, SEWER AND IRRIGATION:
FINISH FLOOR ��� 2' MIN. o
COACHELLA VALLEY WATER DISTRICT ..... (760) 398-2651 PO
6" TYP. 8" TYP. Q �' o Q
ELECTRIC: - - J - o ; o w
IMPERIAL IRRIGATION DISTRICT ............... (800) 303-7756 --
GARAGE :' J o 0
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TELEPHONE: FINISH
VERIZON (800) 483-5000 FLOOR IN
................................................. 20q MAX. 1% M
AX.
GAS: Q FG 5q MIN 2'� M
THE GAS COMPANY (800) 303-7756 c� PER PLAN Z
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CABLE'0 3' MIN. N ; —
FRONTIER ............................................... (760) 340-1312 _ N 0
N �� I
UNDERGROUND SERVICE ALERT
CALL TOLL FREE: TYPICAL FOOTING DETAIL
o
1_ 800 SEE ARCHITECTURAL PLAN FOR
TYPICAL FOOTING DESIGN
NTS
PHASE 6, LOTS 7-9, 29, 32-34,
POR. OF S 1/2 OF S 1/2, SEC. 21, T.6S., R.7E., S.B.B&M
TRACT NC. 26603'1 �I 46
17
APPROVED FOR PERMITTING:
PLANNING
AND ZONING
COMPLIANCE:
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9/29/2021
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9/29/2021
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BUILDING OFFICIAL
CITY OF LA QUINTA
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LEGEND
DATE CHERI FLORES
PLANNING MANAGER
CITY OF LA QUINTA
DATE
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®
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TOP OF GRATE
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DWELLING
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EXISTING MASONARY PERIMETER WALL
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EDWARD J. LENTH EXP. DATE 12/31/22
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FINISH FLOOR
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CONSTRUCTION NOTE
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PROPOSED ELEVATION
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NOTE
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/ * SEE PLAN FOR EXACT DIMENSION
5 /
LEGEND
DATE CHERI FLORES
PLANNING MANAGER
CITY OF LA QUINTA
DATE
VICINITY MAP
NOT TO SCALE
1-#4 RE -BAR IN BOND BEAM
EMBED 12" EACH SIDE OVERING
OPENING
OMIT SINGLE BLOCK
FOR DRAINAGE AT
FL FLOWLINE OF SWALE
TYPICAL THROUGH WALL
DRAINAGE DETAIL
NTS
20
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TOP OF GRATE
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EXISTING MASONARY PERIMETER WALL
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16
�s
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w
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EDWARD J. LENTH EXP. DATE 12/31/22
FLOWLINE
w
w
w
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HP
w
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TRACT BOUNDARY
AVENUE 54
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TOP OF CURB
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PROPOSED WATER MAIN
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PROPOSED STORM DRAIN
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CONSTRUCTION NOTE
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468.55
PROPOSED ELEVATION
❑1
NOTE
cm
Q
[468.55]
EXISTING ELEVATION
104
HIGHEST LOT NUMBER
FLOW
\05
B/W
BACK OF WALK
0
=
R/W
RIGHT-OF-WAY
PROJECT
SITE
TW
TOP OF WALL
AVENUE
58
GF
GARAGE FLOOR
PRECISE GRADE SHEET INDEX
O
18
FF
FINISH FLOOR
VICINITY MAP
NOT TO SCALE
1-#4 RE -BAR IN BOND BEAM
EMBED 12" EACH SIDE OVERING
OPENING
OMIT SINGLE BLOCK
FOR DRAINAGE AT
FL FLOWLINE OF SWALE
TYPICAL THROUGH WALL
DRAINAGE DETAIL
NTS
20
®
EXTRA DEEPEND FOOTING
TG
TOP OF GRATE
-- -l�-t
—IL-
ED
EXTRA DEPTH
I
EXISTING MASONARY PERIMETER WALL
0
/
FS
FINISH SURFACE
LOT NO.
PROPOSED MASONARY GARDEN WALL
16
�s
GB
GRADE BREAK
EDWARD J. LENTH EXP. DATE 12/31/22
FLOWLINE
LOT K
RWL RETAINING WALL LENGTH CENTERLINE OF WALL ** 15' MIN. FOR SIDE -LOADED GARAGES
RETAINING WALL ( )
HP
HIGH POINT
2,
TRACT BOUNDARY
4
TC
TOP OF CURB
�-
PROPOSED WATER MAIN
MIN.
- -- 54.25'
LP
LOW POINT
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PROPOSED SEWER MAIN
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PL
PROPERTY LINE
BLDG. TYPE
PROPOSED STORM DRAIN
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SLOPE
1 9
EP
EDGE OF PAVEMENT
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PROPOSED LETTERED LOT
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FINISH GRADE
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TOP OF FOOTING
O1
CONSTRUCTION NOTE
O
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(468.55)
EXISTING ELEVATION
MIN.
FL
GBN
00
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468.55
PROPOSED ELEVATION
❑1
NOTE
cm
Q
[468.55]
EXISTING ELEVATION
104
HIGHEST LOT NUMBER
FLOW
\05
B/W
BACK OF WALK
0
=
R/W
RIGHT-OF-WAY
STREET LIGHT
TW
TOP OF WALL
GF
GARAGE FLOOR
PRECISE GRADE SHEET INDEX
O
18
FF
FINISH FLOOR
--
CENTERLINE
- - - - - - -
EASEMENT LINE
Q
PROPOSED CURB AND GUTTER
WATER METER
VICINITY MAP
NOT TO SCALE
1-#4 RE -BAR IN BOND BEAM
EMBED 12" EACH SIDE OVERING
OPENING
OMIT SINGLE BLOCK
FOR DRAINAGE AT
FL FLOWLINE OF SWALE
TYPICAL THROUGH WALL
DRAINAGE DETAIL
NTS
65
17 EDL EXTRA DEPTH FOOTING LENGTH Z
' 1 I CONT. CONTINUATION Q
70 69 68 67 TE TOP OF EMITTER Z
W I LOT G - O
1 LOT I a LOT J 66 LOT B 2
LOT E
------------------------
OT
---------------------OT C
------------------ AVENUE
EARTHWORK QUANTITIES INDEX MAP
SCALE 1 " =100'
FINE GRADING
N
z
ME
460 PROPOSED FINISHED CONTOUR FIRE HYDRANT NOTE:
- l - - 711- - PROPOSED 2:1 SLOPE 3' MAN GATE PER SEPARATE PERMIT * HP OF FLOWLINE = PAD -0.3' MIN.
---
---
-- -l�-t
—IL-
IIII
(UNLESS SHOWN OTHERWISE) 2% MIN. SLOPE TO HP FROM PAD
VISTA LAZO
I
0
PRECISE GRADING PLAN
I
LOT NO.
16
�s
�
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= c-
EDWARD J. LENTH EXP. DATE 12/31/22
- _
-= e -- _� SCHULTZ Voice: 760-674-5776
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LOT K
RWL RETAINING WALL LENGTH CENTERLINE OF WALL ** 15' MIN. FOR SIDE -LOADED GARAGES
RETAINING WALL ( )
o
2,
R.C.E. 52496
SWALE
L)
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APPROVED BY:
MIN.
- -- 54.25'
54.25'
BLDG.
I
1'
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DATE: 9/29/21
PLANNERS ENGINEERS SURVEYORS
I
BLDG. TYPE
CIVIL
qTF
OF CAL�
N I
I�
BOTTOM OF
BOTTOM OF
58 - - -
2A
I
SLOPE
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F=100.67
0:
l
ELEFINIVH FLOOR
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I
MIN.P=100.0
/10
PAD ELEV.
FL
R/W GB
MIN.
FL
GBN
PUE
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FLOW
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CURB &
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- ---GUTTER
65
17 EDL EXTRA DEPTH FOOTING LENGTH Z
' 1 I CONT. CONTINUATION Q
70 69 68 67 TE TOP OF EMITTER Z
W I LOT G - O
1 LOT I a LOT J 66 LOT B 2
LOT E
------------------------
OT
---------------------OT C
------------------ AVENUE
EARTHWORK QUANTITIES INDEX MAP
SCALE 1 " =100'
FINE GRADING
CUT
FILL
460 PROPOSED FINISHED CONTOUR FIRE HYDRANT NOTE:
- l - - 711- - PROPOSED 2:1 SLOPE 3' MAN GATE PER SEPARATE PERMIT * HP OF FLOWLINE = PAD -0.3' MIN.
co
675 CY
64
FE
�
DATE: -��-�1
(UNLESS SHOWN OTHERWISE) 2% MIN. SLOPE TO HP FROM PAD
VISTA LAZO
N
0
PRECISE GRADING PLAN
40 PROPOSED LOT NUMBER S=1.0% STORM DRAIN PIPE SLOPE
AC AIR CONDITIONING UNIT L=4.55' STORM DRAIN PIPE LENGTH TYPICAL LOT GRADING
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= c-
EDWARD J. LENTH EXP. DATE 12/31/22
- _
-= e -- _� SCHULTZ Voice: 760-674-5776
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LOT K
RWL RETAINING WALL LENGTH CENTERLINE OF WALL ** 15' MIN. FOR SIDE -LOADED GARAGES
RETAINING WALL ( )
L
No. 052496 m
R.C.E. 52496
NTS
65
17 EDL EXTRA DEPTH FOOTING LENGTH Z
' 1 I CONT. CONTINUATION Q
70 69 68 67 TE TOP OF EMITTER Z
W I LOT G - O
1 LOT I a LOT J 66 LOT B 2
LOT E
------------------------
OT
---------------------OT C
------------------ AVENUE
EARTHWORK QUANTITIES INDEX MAP
SCALE 1 " =100'
FINE GRADING
CUT
FILL
75 CY x 9 LOTS
675 CY
675 CY
2oo NOTE: THE ABOVE QUANTITIES ARE ENGINEER'S ESTIMATE ONLY.
27_n�+
1/ G Gv NOTE: STD. 26" FOOTING WILL REQUIRE NO EXTRA CONTRACTOR TO VERIFY ALL QUANTITIES FOR BID SUBMITTAL.
TWO WORKING DAYS DEPTH FOR ANY UNITS SHOWN ON THIS PLAN.
BEFORE YOU DIG
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT.
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE
UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE CONTRACTOR'S PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
CONCERNED BEFORE STARTING WORK.
MARK I REVISIONS
DESIGNED BY: DRAWN BY:
APPR. I DATE
CHECKED BY:
BRYAN MCKINNEY, P.E. RCE 49418 (NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE
CITY ENGINEER EXP. DATE: 9/30/22 DATE: AUGUST, 2021 ELEV.= -64.955 + 500.00 = 435.045 FOR: ALTA VERDE BUILDERS W.O. No: a
1:�82400�PG�PG6-01.dwg 9/24/21
PREPARED UNDER THE DIRECTION OF:
41865 Boardwalk
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
0
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�
DATE: -��-�1
BUILDING UNIT INDEX
0
PRECISE GRADING PLAN
PLOT
NTS
Q
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EDWARD J. LENTH EXP. DATE 12/31/22
- _
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LOT K
TRACT NO. 34243 -CORAL MOUNTAIN
L
No. 052496 m
R.C.E. 52496
54.79'
L)
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APPROVED BY:
Exp. 12-31-22
- -- 54.25'
54.25'
oo
OF SHTS.
U52.63'
* *
DATE: 9/29/21
PLANNERS ENGINEERS SURVEYORS
- ----
PHASE 6, LOTS 7-9, 29, 32-34 and 36-37
CIVIL
qTF
OF CAL�
r...:i:..
LUU
SCALE: SEE ABOVE
B E N C H M A R K:
466 USBR 29TH ENGRS 1941 RIV. CO. A USBR DISC SET IN CONCRETE POST
58 - - -
- - - - - - - - - - - - - - - - - - -
M
0
—
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LEGAL DESCRIPTIONp
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MOD
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E
Z
60
LOTS 7 THROUGH 9, 29, 32-34 and 36-37
c
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cN
LO
Z
OF TRACT NO. 34243 PER MAP FILED IN BOOK
416 OF MAPS, AT PAGES 69-74 OF MAPS
00
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o
RECORDS OF RIVERSIDE COUNTY, CALIFORNIA o
r
H
BRYAN MCKINNEY, P.E. RCE 49418 (NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE
CITY ENGINEER EXP. DATE: 9/30/22 DATE: AUGUST, 2021 ELEV.= -64.955 + 500.00 = 435.045 FOR: ALTA VERDE BUILDERS W.O. No: a
1:�82400�PG�PG6-01.dwg 9/24/21
PREPARED UNDER THE DIRECTION OF:
41865 Boardwalk
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
0
FE
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DATE: -��-�1
MORSE Suite 218
Palm Desert, CA 92211
0
PRECISE GRADING PLAN
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EDWARD J. LENTH EXP. DATE 12/31/22
- _
-= e -- _� SCHULTZ Voice: 760-674-5776
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TRACT NO. 34243 -CORAL MOUNTAIN
No. 052496 m
R.C.E. 52496
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V
APPROVED BY:
Exp. 12-31-22
TITLE SHEET
OF SHTS.
W
* *
DATE: 9/29/21
PLANNERS ENGINEERS SURVEYORS
PHASE 6, LOTS 7-9, 29, 32-34 and 36-37
CIVIL
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OF CAL�
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SCALE: SEE ABOVE
B E N C H M A R K:
466 USBR 29TH ENGRS 1941 RIV. CO. A USBR DISC SET IN CONCRETE POST
POR. OF S 1/2 OF S 1/2, SEC. 21 T.6S. R.7E. S.B.B&M
BRYAN MCKINNEY, P.E. RCE 49418 (NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE
CITY ENGINEER EXP. DATE: 9/30/22 DATE: AUGUST, 2021 ELEV.= -64.955 + 500.00 = 435.045 FOR: ALTA VERDE BUILDERS W.O. No: a
1:�82400�PG�PG6-01.dwg 9/24/21
11/16/2111-16-202111/16/2021
PL
VARIES - RETENTION BASIN LOT "M"
2' BENCH
NTS
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE:
VBAC T HO. 30467 M9 X342/100-104 A. �°' 9/29/2021 �i•�Rlt� 9/29/2021
AJ ORTEGA DATE CHERI FLORES DATE
uj Cl- Uj C1.
W W W W BUILDING OFFICIAL PLANNING MANAGER
W W CITY OF LA QUINTA CITY OF LA QUINTA
4� ,� LOT G4� 2 ��4� 26 c�4 25CD L0 CD � F 24
28 4 LOT r 4
o M (PAD=464.6) N (BASIN) N ;2 (OPEN SPACE) N o (PAD=464.4) ^ N � C' r (PAD=465.0) -0- „� � N (PAD=465.4) v� rn (PAD=465.7)
o' -d- o o 4 o ori o u -i u -i o W) o W) LO
TB
VF-� I
8
TW PER PLAN
-- -- - - -- -- --
69.00' 69.00' 69.00' - 69_00' _ _ _ _ 466.5 FG - - - _ _ - - - - 69.00' - - - - _466.5 FG- - - - 69 - 69.00' TR. NO. 34243
------------ ---- -- --------- -- ------
---- -------------------------
�------��----- ��----- ��-� j �---- '[I
7- ,�-, � EX. 2:1 SLOPE �, TR. N0. 30487
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----L----- -- -I-- -- - - - - -----I------------L ---- - ---------------- -
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46 .2 461.2 461.7 0.5% Ac Ac 461.2 B 461.2
461.2 0.5% 461.4 467.33 TW 2 FG FL 461 9 MI FG FG 3 FG PER PLAN
TW FL FL HP 461.20 FG M 467.33 TW FL HP 467.33 TW
2 5 460.00 TF a, 460.7 2:1 MAX.
462.00 FG 461.20 FG 2 2% 461.20 FG 2
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460.00 TF ac ac MI FL 0.5% 460.00 TF 460.00 TF EXISTING FG _ EX. FG
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FF=461.87 9 Z J J- M O D NTS
460.8 � PAD=461.2 460.7 461.4 FF=461.87
FL Z FL FL PAD=461.2
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PAD = 461.7 461.0 ac 4' 2% 461.2 462.44 FS o l
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FF=462.47 PAD=462.3 2% FF=463.47(PAD-461.8) �PAD=462.3 PAD=462.2 34 33 PAD=461.4 460.9 PAD=461.8 PAD=462.8
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462.00 TRW � 461.8 � 460.5 :•: � 5 � 61.8 469.33 TW ao
5 462.0 - c 460.7 459.00 FG FG 5 FL 0.5%
457.00 TF FL 0 5q� FL HP 461.7 460.9 FL HP 0.5% FL >> 457.67 TF A FG 69.14' 462.3 462.30 FG
FL 462.67 TRW 462.00 TRW FL ao �6• - -- FG 461.33 TF
_ �- 462.8
_ 59.98 8.78 FG
462.00 TRW 461.33 TRW - 2 �`� 458 69.00' Q
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-� N 461'9 459.00 FG 5 5 459.00 FG o
4-MMUNNER0.12' FL HP N FL HP , 457.00 TF
_ 33.21' 457.00 TF 69.00' 457.00 TF 65.21' 79',� 60.46 _ 456 458 0
/
__-__-
456458
56 56A.
454
N
... •�•• • , . ___ : :..� �
GRAPHIC SCALE Z
CONSTRUCTION NOTES NOTES 20 0 10 20 4o so L)
NOTE: U
Q
RETENTION ❑1 THRU❑5 SEE SHEETI
BASIN O1 REMOVE EXISITNG DRIVEWAY APPROACH (OR PORTION THEREOF) BUILDING WALKWAYS/PATIOS PER
LANDSCAPE ARCHITECT'S PLAN ( IN FEET)
WATER SURFACE O2 CONSTRUCT DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. 221 1 inch= 20 ft. Z
ELEV. Q100=457.50 J
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREP ED UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA C�
�pFESS/� MORSE Suite 218 2
Z
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Q Nq -24-2- � PRECISE GRADING PLAN
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ��� �� J. �� DATE: SHT. Q
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE w oyaP Fmac, EDWARD J. LENTH EXP. DATE 12/31/22 =;� SCHULTZ Voice: 760-674-5776 TRACT NO. 34243 -CORAL MOUNTAIN
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. C/)R.C.E. 52496
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT �No. 052496y fi cbergh®mdsconsulting.net
Exp
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL "� . 12-31-22 " LOTS 7-9 29 32-34 36 AND 37 OF SHTS. W
� � APPROVED BY:
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * DATE: 9/29/21 PLANNERS ENGINEERS SURVEYORS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM P� CIVIL �Q
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 9T �� B 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 F �F CAL�F� SCALE: SEE ABOVE U
MARK REVISIONS APPR. DATE #466 USBR (29TH ENGRS 1941 RIV. CO. A USBR DISC SET IN CONCRETE POST POR. OF S 1/2 OF S 1/2, SEC. 21, T.6S., R.7E., S.B.B&M W
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BRYAN MCKINNEY, P.E. RCE 49418 (NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE W
CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER EXP. DATE: 9/30/22 DATE: AUGUST, 2021 ELEV.= -64.955 + 500.00 = 435.045 FOR: ALTA VERDE BUILDERS W. 0. NO: a
I:\82400\PG\PG6-03.dwg 9/24/21
VIEW FENCE PER
FL PER PLAN
RG PLAN AND PER
SEPARATE PERMIT
z
TRW PER PLAN
t
PAD PER PLAN
CD
c/ FG PER
E PLANRETAINING
WALL PER
N > 459.00 TYP.
RG PLAN AND PER
100 YEAR
WS=457.50_
SEPARATE PERMIT
_
- oQ- _
5 N
ME
S� 5 MIN.
1%
MIN.
TF
PER PLAN
SECTION A- A
NTS
APPROVED FOR PERMITTING: PLANNING AND ZONING COMPLIANCE:
VBAC T HO. 30467 M9 X342/100-104 A. �°' 9/29/2021 �i•�Rlt� 9/29/2021
AJ ORTEGA DATE CHERI FLORES DATE
uj Cl- Uj C1.
W W W W BUILDING OFFICIAL PLANNING MANAGER
W W CITY OF LA QUINTA CITY OF LA QUINTA
4� ,� LOT G4� 2 ��4� 26 c�4 25CD L0 CD � F 24
28 4 LOT r 4
o M (PAD=464.6) N (BASIN) N ;2 (OPEN SPACE) N o (PAD=464.4) ^ N � C' r (PAD=465.0) -0- „� � N (PAD=465.4) v� rn (PAD=465.7)
o' -d- o o 4 o ori o u -i u -i o W) o W) LO
TB
VF-� I
8
TW PER PLAN
-- -- - - -- -- --
69.00' 69.00' 69.00' - 69_00' _ _ _ _ 466.5 FG - - - _ _ - - - - 69.00' - - - - _466.5 FG- - - - 69 - 69.00' TR. NO. 34243
------------ ---- -- --------- -- ------
---- -------------------------
�------��----- ��----- ��-� j �---- '[I
7- ,�-, � EX. 2:1 SLOPE �, TR. N0. 30487
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;�
----L----- -- -I-- -- - - - - -----I------------L ---- - ---------------- -
SLOPE
- ---- ------------- --
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461.2 0.5% 461.4 467.33 TW 2 FG FL 461 9 MI FG FG 3 FG PER PLAN
TW FL FL HP 461.20 FG M 467.33 TW FL HP 467.33 TW
2 5 460.00 TF a, 460.7 2:1 MAX.
462.00 FG 461.20 FG 2 2% 461.20 FG 2
FG PER PLAN
460.00 TF ac ac MI FL 0.5% 460.00 TF 460.00 TF EXISTING FG _ EX. FG
460.9 461.6
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460.8 � PAD=461.2 460.7 461.4 FF=461.87
FL Z FL FL PAD=461.2
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--- - - - - - - ------
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---------------------------- o o N ^ 1O° ..1. ---------- `"--------___--' X11 69.01' -- 46.04' 1'
----------------------- ---- - - _�� N + -- --- - - - 2. p, 23.1 - o
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FS� 00 ------_-_-_-_-_--
_____ SANTO �� �G THOMASF_s ° °� -� ------ -----
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FL 462.67 TRW 462.00 TRW FL ao �6• - -- FG 461.33 TF
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4-MMUNNER0.12' FL HP N FL HP , 457.00 TF
_ 33.21' 457.00 TF 69.00' 457.00 TF 65.21' 79',� 60.46 _ 456 458 0
/
__-__-
456458
56 56A.
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GRAPHIC SCALE Z
CONSTRUCTION NOTES NOTES 20 0 10 20 4o so L)
NOTE: U
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RETENTION ❑1 THRU❑5 SEE SHEETI
BASIN O1 REMOVE EXISITNG DRIVEWAY APPROACH (OR PORTION THEREOF) BUILDING WALKWAYS/PATIOS PER
LANDSCAPE ARCHITECT'S PLAN ( IN FEET)
WATER SURFACE O2 CONSTRUCT DRIVEWAY APPROACH PER CITY OF LA QUINTA STD. 221 1 inch= 20 ft. Z
ELEV. Q100=457.50 J
UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE PREP ED UNDER THE DIRECTION OF: 41865 Boardwalk IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA C�
�pFESS/� MORSE Suite 218 2
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ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Q Nq -24-2- � PRECISE GRADING PLAN
OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE ��� �� J. �� DATE: SHT. Q
THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE w oyaP Fmac, EDWARD J. LENTH EXP. DATE 12/31/22 =;� SCHULTZ Voice: 760-674-5776 TRACT NO. 34243 -CORAL MOUNTAIN
THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES CONDITIONS DURING THE COURSE OR CONSTRUCTION OF THE PROJECT. C/)R.C.E. 52496
TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT �No. 052496y fi cbergh®mdsconsulting.net
Exp
RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL "� . 12-31-22 " LOTS 7-9 29 32-34 36 AND 37 OF SHTS. W
� � APPROVED BY:
REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO * * DATE: 9/29/21 PLANNERS ENGINEERS SURVEYORS
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM P� CIVIL �Q
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 9T �� B 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 F �F CAL�F� SCALE: SEE ABOVE U
MARK REVISIONS APPR. DATE #466 USBR (29TH ENGRS 1941 RIV. CO. A USBR DISC SET IN CONCRETE POST POR. OF S 1/2 OF S 1/2, SEC. 21, T.6S., R.7E., S.B.B&M W
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. BRYAN MCKINNEY, P.E. RCE 49418 (NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE W
CONCERNED BEFORE STARTING WORK. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER EXP. DATE: 9/30/22 DATE: AUGUST, 2021 ELEV.= -64.955 + 500.00 = 435.045 FOR: ALTA VERDE BUILDERS W. 0. NO: a
I:\82400\PG\PG6-03.dwg 9/24/21