97060mi�111
alroli
CROSS
SECTION
GENOA DRIVE
& TORINO DRIVE,
(NO SCALE)
HA
CROSS
SIENA COURT, COMO COURT
& PALERMO COURT.
SIDE
SOT LINE
2' I I VARIES
on
SECTION '$A -Apt
(NO SCALE)
REAR
LOT LINE
VARI SI 1 2'
FAD
DIRT
(TYPICAL)
EXIST. GROUND 2:1 MAXIMUM
GRADE TO MATCH
EXISTING GROUND
SECTION " B -B"
R/W CL R/W
VARIES VARIES
15' 15'
PAD D� TC'� J� PAD ---
suecRADe=rc(-)�2" DIRT
(TYPICAL)
ROUGH GRADE SECTION —
INTERIOR STREETS DIRT -
(NO SCALE) (TYPICAL)
VICINITY MAP
(NO SCALE)
PROPERTY
LINE
TR, 28457-2 L TR. 23773
WI
, RETAINING WALL I
(SEPARATE PERMIT REQUIRED1
-12j MIN.
FUTURE PAD
�T
SECTION "C -C"
PROPERTY
LINE
TR. 2$457--2 TR, 23773
22' 1 10,
---- RETAINING WALL
(SEPARATE PERMIT REQUIRED)
2% 12" MIN,
3 _.---p
FUTURE PAIS
1
BASIN BOTTOM
DIRT
(TYPICAL)
SECTION D-D$
(NO SCALE)
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
'TOLL FREE 1-800-422-4133
_I..WO (2) WORKING DAYS BEFORE YOU DIG
PREPARED FOR
ROGERSNELLEN ERGER & ASSOCIATES, Inc,
�AH�yo til�iPA6Ey � 9Za7o
(760> 836—/888
The private engineer signing these dans is responsible for assuring the accuracy
and acceptability of the design hereon. In the event of discrepancies arising after DATE BY I MARK
county or during construction, tho p
rivete engineer sh lberesponsible
ENGINEER
for determining an acceptable solution and revising the plans for approval by
the county- DESIGNED BY: JER
DESCRIPTION
R '►■.
LOCATION SHALL BE APPROVED BY THE CITY GINEER. TRAFFIC
REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION,
W1I� I Ht UryirUKM L3U1Lll1NU �lit JtI.IIUN ,UU�, �K
EARTHWORK UANTITIES
STRIPING, LEGENDS AND PAVEMENT MARKERS, T -Y, E AND LOCATIONS
GENERAL NOTES
GENERAL NOTES (CONTINUED)
I
EXCAVATI®Ni 29,400 CU. YDS®
01,
THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT C❑NTAMINATI❑N
17, MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES
LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE
(s�E SN�ET a)
OF STORM WATER INFILTRATION FACILITIES DURING CONSTRUCTION
SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM
rn
EMBANKMENT: 6,000 CU, YDS,
CL INDICATES CENTERLINE
OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF
`E o
LSSESs 900 CU. YD
S
CONSTRUCT EMERGENCY OVERFLOW PER DETAIL ON SHEET.'0,�0
PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE
SWALES SHALL BE 0.501,
M
m
PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
CONSTRUCT SHEDULE 40 PVC DRAIN LINE PER SIZE SHAWN ON DETAILO, SHT.3
RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL
R/W INDICATES RIGHT—OF--WAY
_
EXPORT, 2,00 CU, YDS
IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE
CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A
18. ALL BRUSH, VEGETATION AND OTHER DELETERIOUS MATERIAL SUCH AS
Z
m
IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLES.
PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE
RUBBISH, SHALL BE COLLECTED, PILED AND REMOVED FROM THE SITE
D
NATES REGARDING EARTHWORK QUANTITIES
FUNCTI❑NAL ADEQUACY OF THE FACILITIES.
PRIOR TO PLACING FILL. ALL FILLS SHALL CONSIST OF' MATERIALS
:' °
D
21.
APPROVED BY THE SOILS ENGINEER AND FREE FROM ANY UNSUITABLE
A
I.) EARTHWORK QUANTITIES SHOWN ON THIS PLAN ARE APPROXIMATE ESTIMATES SHOWN FOR
02,
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS
SUBSTANCES AND COMPACTED TO A MINIMUM OF NINETY (90) PERCENT
AGENCY FEE PURPOSES ONLY, AND ARE BASED UPON THE PLAN ELEVATIONS SHOWN AND
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION,
OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR
OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM BUILDING CODE
m
ON THE GROUND ELEVATIONS WHICH EXISTED AT THE TIME OF THE TOPOGRAPHIC
SURVEY. THE LOCATION AND ELEVATION OF THE EXISTING GROUND CONTOURS WERE
AND SOILS REPORT NO. P96087 DATED OCTOBER 1, 1996 PREPARED
PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE
STANDARD NO. 7010 OR EQUIVALENT AS APPROVED BY THE CITY
OBTAINED FROM AN AERIAL SURVEY AND ARE APPROXIMATE ONLY (U.S. MAPPING
BY SOUTHLAND GEOTECHNICAL, INC, (PHONE NO. 760-360--0665).
COUNTY STANDARDS AND SPECIFICATIONS ORDINANCE NO. 461,
ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE
STANDARDS).
LATEST EDITION.
WITH THE UNIFORM BUILDING CODE STANDARD NO. 7002 OR
2.) GRADE ADJUSTMENTS MAY BE APPROVED BY THE ENGINEER AND APPROVAL AGENCY IF
09. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT
EQUIVALENT AS APPROVED BY THE CITY ENGINEER. IF STEEP
n
NECESSARY TO ADJUST EARTHWORK QUANTITIES. CONTRACTOR SHALL REQUEST ANY
03.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE
SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, Il
1i
DESIRED ADJUSTMENTS TO ENGINEER AT LEAST 48 HOURS IN ADVANCE OF THE NEED
FOR ADJUSTMENTS. NOT ALL REQUESTED ADJUSTMENTS WILL NECESSARILY BE
CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075
� �
CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES.
MUST BE KEYED, CLEARED AND BENCHED INTO FIRM NATURAL S- DTI .
D
APPROVED.
AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS.
FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BY A
INDICATES EXISTING SPOT ELEVATIONEACH
04.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL
3.) CONTRACTOR IN BIDDING THIS PROJECT, SHALL BE RESPONSIBLE FOR PERFORMING
10. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
THE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE
MATERIAL, SOIL, ALLUVIUM, OR ROCK MATERIALS DETERMINED BY
INDEPENDENT QUANTITY TAKE -OFFS AND SHALE. BASE ALL BIDS ON THAT TAKE -OFF,
06.44 INDICATES PROPOSED SPOT ELEVATION
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHALL BE S❑ NOTED FOR EACH TEST, SUFFICIENT MAXIMUM DENSITY
AND SHALL BE RESPONSIBLE THEREFORE. CONTRACTOR SHALL INDEPENDENTLY VERIFY
EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING
THE SOILS ENGINEER TO BE UNSUITABLE FOR PLACEMENT IN
ALL FIELD AND SOIL CONDITIONS AND SHALL ACCEPT THE SITE IN ITS AS -IS
WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
COMPACTED FILLS SHALL BE SCARIFIED TO A MINIMUM DEPTH.
CONDITION AT THE TIME OF CONTRACT. CONTRACTOR SHALL COMPLETE THE PROJECT
DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY
INCHES ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOIL.
- 1
INCLUDING ANY REQUIRED soil IMPORT OR EXPORT) IN ACCORDANCE WITH THEN -
EXISTING CONDITIONS AND IN SUBSTANTIAL CONFORMANCE WITH THE DESIGN GRADES
LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
REPORT UNTIL THE SURFACE IS FREE FROM UNEVEN FEATURES THAI
SHOWN ON THE APPROVED GRADING PLAN (AND/OR AS ADJUSTED) WITHOUT CHANGE
m INDICATES PROPOSED 8" SEINER MAINADEQUATE
WOULD TEND TO PREVENT UNIFORM COMPACTION BY THE EQUIPMENT
ORDERS OR EXTRA COMPENSATION.
05,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL,
USED.
PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS
CITY ENGINEER.
REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND
_..,.: INDICATES PROPOSED $" WATER MAIN
AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE
GUIDE SIGNS.
19. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM IS 3"
GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS
25.
BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT, SUBMIT FOR
A.C./4.5" CRUSHED MISC BASE. ADDITIONAL SOIL TEST SHALL BE
EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION
06,
STREET NAME SIGNS AND TRAFFIC CONTROL SIGN TYPE AND
REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION
FAD
DIRT
(TYPICAL)
EXIST. GROUND 2:1 MAXIMUM
GRADE TO MATCH
EXISTING GROUND
SECTION " B -B"
R/W CL R/W
VARIES VARIES
15' 15'
PAD D� TC'� J� PAD ---
suecRADe=rc(-)�2" DIRT
(TYPICAL)
ROUGH GRADE SECTION —
INTERIOR STREETS DIRT -
(NO SCALE) (TYPICAL)
VICINITY MAP
(NO SCALE)
PROPERTY
LINE
TR, 28457-2 L TR. 23773
WI
, RETAINING WALL I
(SEPARATE PERMIT REQUIRED1
-12j MIN.
FUTURE PAD
�T
SECTION "C -C"
PROPERTY
LINE
TR. 2$457--2 TR, 23773
22' 1 10,
---- RETAINING WALL
(SEPARATE PERMIT REQUIRED)
2% 12" MIN,
3 _.---p
FUTURE PAIS
1
BASIN BOTTOM
DIRT
(TYPICAL)
SECTION D-D$
(NO SCALE)
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A
"PERMIT TO EXCAVATE" WILL BE VALID
FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
'TOLL FREE 1-800-422-4133
_I..WO (2) WORKING DAYS BEFORE YOU DIG
PREPARED FOR
ROGERSNELLEN ERGER & ASSOCIATES, Inc,
�AH�yo til�iPA6Ey � 9Za7o
(760> 836—/888
The private engineer signing these dans is responsible for assuring the accuracy
and acceptability of the design hereon. In the event of discrepancies arising after DATE BY I MARK
county or during construction, tho p
rivete engineer sh lberesponsible
ENGINEER
for determining an acceptable solution and revising the plans for approval by
the county- DESIGNED BY: JER
DESCRIPTION
R '►■.
a
,
,e.
SII I
■■SHEET NO,
APPROVED
-
1 O ■
B�
IGRADING PLAN C[IVER SHEET
H, Mariner
C_jR_IS A. VOGT, CITY- ENGINEER
6/30/97
R.C.E, NO. C044250 EXP. DATE
I n e e ri n
ITRACT NO,
No, 23256mss. •� 1 j �► ' .1• .`li 1f,OF3
Exp12/31/97r 1 !CIVIL ENGINEERING LAND SURVEYING PLANNING
# I
+ . BEING IRON PIPE 'WITH COUNTY
C/ VI
I'FILE No.
RIVERSIDE COUNTY
I. `
•
1 x
R
s WAR�. •
A
y� AT
THE r
1
OF MILES AVENUE
OFR
IIS
RC NO23256 EXP. DATE 12/31/97 l�DATE NOV. 1996 AND WASHINGTON STREET,
-EELEVATION = r • DESERT DEVELOPERS
•
LOCATION SHALL BE APPROVED BY THE CITY GINEER. TRAFFIC
REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION,
W1I� I Ht UryirUKM L3U1Lll1NU �lit JtI.IIUN ,UU�, �K
STRIPING, LEGENDS AND PAVEMENT MARKERS, T -Y, E AND LOCATIONS
SITE ADDRESS
I
U
LEGEND
SHALL BE APPROVED BY THE CITY ENGINEER,
20.
LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE
(s�E SN�ET a)
THE N.E. CORNER OF PALM ROYALE DR.
CITY of LA QUINTA
SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE
�2
CL INDICATES CENTERLINE
07, THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS
Plan SetNa
SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO
3O
S
CONSTRUCT EMERGENCY OVERFLOW PER DETAIL ON SHEET.'0,�0
OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING
THE SOILS ENGINEER HAS REVIEWED THE PLANS AND
FINDS THEM TO BE IN CONFORMANCE WITH THE SOILS
PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
CONSTRUCT SHEDULE 40 PVC DRAIN LINE PER SIZE SHAWN ON DETAILO, SHT.3
BASIS [IF BEARINGS
R/W INDICATES RIGHT—OF--WAY
CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A
-�
IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE
CENTERLINE OF FRED WARING DRIVE PER
P.M. 27131, M.B. 184 87-91, BEING
�
REGISTERED CIVIL ENGINEER WITH A R,C.E, NUMBER BELOW 33966,
IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLES.
TC INDICATES TOP OF CURB
OR A LICENSED LAND SURVEYOR ONLY.
21.
ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
FL INDICATES FLOWLINE
08, GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING
AND INSPECTED PRIOR TO PAVING, INCLUDING, BUT NOT LIMITED TO
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION,
THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE,
m
(TYP) INDICATES TYPICAL
AND SOILS REPORT NO. P96087 DATED OCTOBER 1, 1996 PREPARED
BY SOUTHLAND GEOTECHNICAL, INC, (PHONE NO. 760-360--0665).
22.
THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL
MINw INDICATES MINIMUM
ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE
09. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT
BACKFILL IS SUITABLE FOR THE INTENDED USE.
n
..�- INDICATES TRACT BOUNDARYFOR
ROUGH GRADING 48 HOURS PRIOR TO ANY GRADING, BRUSHING OR
1i
µ Mµ INDICATES EXISTING CONTOUR
CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075
� �
23.
THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS
D
AND 48 HOURS PRIOR TO REQUIRING INSPECTIONS.
ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED,
INDICATES EXISTING SPOT ELEVATIONEACH
TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING
10. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND
06.44 INDICATES PROPOSED SPOT ELEVATION
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHALL BE S❑ NOTED FOR EACH TEST, SUFFICIENT MAXIMUM DENSITY
SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF
INDICATES PROPOSED SLOPE
ADJACENT PROPERTY,
THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
' INDICATES PROPOSED CONCRETE FLATWORK
24.
ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN
DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
m INDICATES PROPOSED 8" SEINER MAINADEQUATE
MEANS OF DUST CONTROL WHICH SHALL INCLUDE
OPERATION. CLEANING IS TO BE DONE TO THE SATISFACTION OF THE
PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS
CITY ENGINEER.
_..,.: INDICATES PROPOSED $" WATER MAIN
AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE
GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS
25.
BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT, SUBMIT FOR
EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION
SEPARATE BUILDING PERMIT.
THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY,
26.
ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED
12. AREAS OF FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED
IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS,
MIX APPROVED BY THE CITY OF LA QUINTA.
LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCES OF WORK UPON
HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS.
13. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN
ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY
27,
THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE
DURING THE TIME PERIODS AS FOLLOWS:
SUFFICIENT ENGINEERING CONTROL DURING GRADING AND
OCT. 1st 'TO APR, 30th: MON.-FRI. 7:00 A.M. TO 5:30 P.M.
CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS,
SATURDAY 8:00 A.M. TO 5:00 PQM.
SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW.,
MAY 1st TO SEPT, 30th: MON.-FRI, 6:00 A.M. TO 7:00 P.M.
SATURDAY 8:00 A.M. TO 5:00 P;M,
28.
A REGISTERED CIVIL ENGINEER SHALL EXERCISE SUFFICIENT
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL
ENGINEERING CONTROL DURING GRADING AND CONSTRUCTION TO
HOLIDAY,
INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND CODE
WITHIN HIS PURVIEW.
I14.
AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A
MINIMUM OF 6 INCHES ON THE ENTIRE SITE OR AS RECOMMENDED BY
29.
THE CITY ENGINEER SHALL RESPOND, WITHIN THREE (3) WORKING
SOILS REPORT,
DAYS WITH FINAL STREET SECTIONS AFTER SUBMITTAL OF ''R -VALUE
o
TESTS FOR ROADWAY SUBBASE:
o
15. MAXIMUM CUT AND FILL SLOPES = 2:1.
n
30.
ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
z
16. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
m
PER A.S.T.M. SPECIFICATIONS AND ABOVE MENTIONED SOILS
PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING
m
REPORT.
PROPERTIES OR TO FINISHED WORK ON THE SITE DURING GRADING
m
OPERATIONS.
31,
ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS, SEPTIC TANKS,
WELLS OR PIPES NOT LOCATED PRIOR TO GRADING ARE TO BE
REMOVED OR TREATED IN A MANNER PRESCRIBED BY THE SOILS
ENGINEER.
EIWNER/DEVELOPER32,
CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL
EZ OKIE
MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN
APPROVED FOR THIS PROJECT,
flO t y c 9ZZ7o
33.
ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90)
t76a.> 83�-1888
PERCENT OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM BUILDING
CODE SECTION 7010, OR EQUIVALENT, AS APPROVED BY THE CITY
ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE
a
,
,e.
SII I
■■SHEET NO,
APPROVED
-
1 O ■
B�
IGRADING PLAN C[IVER SHEET
H, Mariner
C_jR_IS A. VOGT, CITY- ENGINEER
6/30/97
R.C.E, NO. C044250 EXP. DATE
I n e e ri n
ITRACT NO,
No, 23256mss. •� 1 j �► ' .1• .`li 1f,OF3
Exp12/31/97r 1 !CIVIL ENGINEERING LAND SURVEYING PLANNING
# I
+ . BEING IRON PIPE 'WITH COUNTY
C/ VI
I'FILE No.
RIVERSIDE COUNTY
I. `
•
1 x
R
s WAR�. •
A
y� AT
THE r
1
OF MILES AVENUE
OFR
IIS
RC NO23256 EXP. DATE 12/31/97 l�DATE NOV. 1996 AND WASHINGTON STREET,
-EELEVATION = r • DESERT DEVELOPERS
•
CONSTRUCTIONNOTES
W1I� I Ht UryirUKM L3U1Lll1NU �lit JtI.IIUN ,UU�, �K
SITE ADDRESS
EQUIVALENT, AS .DETERMINED BY THE CITY ENGINEER. �
U
CONSTRUCT SAND P�ipC/lYDFLAQU/it(T,a .910. aW ?PIX O
(s�E SN�ET a)
THE N.E. CORNER OF PALM ROYALE DR.
CITY of LA QUINTA
SOILS ENGINEER
�2
CONSTRUCT OUTLET STRUCTURE PER DETAIL ON SHEET 3
AND FRED WARING DRIVE.
Plan SetNa
3O
S
CONSTRUCT EMERGENCY OVERFLOW PER DETAIL ON SHEET.'0,�0
�
THE SOILS ENGINEER HAS REVIEWED THE PLANS AND
FINDS THEM TO BE IN CONFORMANCE WITH THE SOILS
CONSTRUCT SHEDULE 40 PVC DRAIN LINE PER SIZE SHAWN ON DETAILO, SHT.3
BASIS [IF BEARINGS
REPORT.
-�
C�•VSrRl�GT 48"'HJGH{yROUGHTJRONGUAi�OR�l,L P�R�E7AtG 5"�/Y .SHEET 3
CENTERLINE OF FRED WARING DRIVE PER
P.M. 27131, M.B. 184 87-91, BEING
�
---"SOILS 4°'------------ p�ssio q
ENGINEER QP N�
a
,
,e.
SII I
■■SHEET NO,
APPROVED
-
1 O ■
B�
IGRADING PLAN C[IVER SHEET
H, Mariner
C_jR_IS A. VOGT, CITY- ENGINEER
6/30/97
R.C.E, NO. C044250 EXP. DATE
I n e e ri n
ITRACT NO,
No, 23256mss. •� 1 j �► ' .1• .`li 1f,OF3
Exp12/31/97r 1 !CIVIL ENGINEERING LAND SURVEYING PLANNING
# I
+ . BEING IRON PIPE 'WITH COUNTY
C/ VI
I'FILE No.
RIVERSIDE COUNTY
I. `
•
1 x
R
s WAR�. •
A
y� AT
THE r
1
OF MILES AVENUE
OFR
IIS
RC NO23256 EXP. DATE 12/31/97 l�DATE NOV. 1996 AND WASHINGTON STREET,
-EELEVATION = r • DESERT DEVELOPERS
•