08037GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS OF THE CITY OF LA
QUINTA AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND
THE CITY OF A QUINTA STANDARD PLANS, DATE AUGUST 21, 2001, OR LATEST EDITION.
2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE
CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE
RESPONSIBLE FOR SATISFACTORY COMPLIANCE WITH ALL CURRENT ENVIRONMENTAL REGULATIONS
DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR
PERMITS MAY BE REQUIRED.
3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL
WORK PERFORMED WITHIN THE STATE RIGHT OF WAY.
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES.
5. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY
GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7075 AND 48
HOURS PRIOR TO REQUIRING INSPECTIONS.
6. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY.
THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
COMENCING WORK. HE 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 UTILITIES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF
ALL REGULATORY, WARNING AND GUIDE SIGNS.
8. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY
THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION
SHALL BE APPROVED BY THE CITY ENGINEER.
9. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON
THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A
REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR,
ONLY.
10. 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 AM TO 5:30 PM
SATURDAY 8:00 AM TO 5:00 PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY - FRIDAY 6:00 AM TO 7:00 PM
SATURDAY 8:00 AM TO 5:00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
11. ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND DEBRIS DEPOSITED ON THEM
AS A RESULT OF THE GRADING OPERATION, CLEANING IS TO BE DONE TO THE SATISFACTION OF THE
CITY ENGINEER.
12. 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 ANY HAZARDS.
13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRES MUST OBTAIN A NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED
TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE
A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO CONTROL
NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND
ENFORCED BY THE STATE WATER RESOURCES CONTROL BOARD.
14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO PLAN
APPROVAL BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS SHOWN ON THESE PLANS IF ANY NEW
STREET IMPROVEMENTS HAVE BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE
VICINITY OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN INTEGRITY OF
THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT
NOT UMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS
SHALL BE BORNE BY THE IMPROVEMENT SPONSORS.
15. THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF
APPROVAL. THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE
PLANS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE
WITH ANY NEW CITY STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY
THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE.
LEGEND/ABBREVIATION
TB
TRACT BOUNDARY
TC
TOP OF CURB
FG
FINISHED GRADE
FL
FLOWLINE
PE
PAD ELEVATION
TW
TOP OF WALL
TRW
TOP OF RETAINING WALL
TF
TOP OF FOOTING
CB
CATCH BASIN
SO
STORM DRAIN
CFS
CUBIC FEET PER SECOND
Q
PEAK FLOW (CFS)
0100
100 -YEAR STORM PEAK FLOW (CFS)
010
10 -YEAR STORM PEAK FLOW (CFS)
Q
PEAK FLOW (CFS)
ST
STREET
HP
HIGH POINT
TYR
TYPICAL
MAX.
MAXIMUM
MIN.
MINIMUM
FT.
FEET
NTS
NOT TO SCALE
R/W
RIGHT OF WAY
TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE
RETENTION BASIN OVERFLOW ROUTE
THE FINAL STREET SECTION. THE EXISTING SURFACE SOILS WITHIN THE BUILDING
(STORM DRAIN PIPE At OVERLAND ROUTE)
C
CUT
DAYLIGHT LINE
F
FILL
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 OR SHOWN ON THE RECORDS
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.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
GRADING NOTES ROUGH GRADING
1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING
REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND TRACT NO. 33597 M
SOILS REPORT No. LP05098, DATED MAY 18, 2005 AND UPDATE LETTERS
DATED AUG. 15, 2007, AND FEB. 11, 2008.
PREPARED BY: LANDMARK CONSULTANTS, INC.
TELEPHONE NO. (760) 360-0665 7
2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE POR. OF NE 1/4, SEC. 33, T.6S., R.7E., S.B.B&M
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. 5� �p
TRACY No. 328,4
4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION Of 3 LICE A QM�1��3�C�Oo 3DCDD
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 AS RECOMMENDED CB 7, W=10'
BY THE SOILS REPORT. _
1.5 cfs
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. AVENUE 60 0100 =5.9 cfs
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90' RELATIVE DENSITY PER
SECTION LETTER DESIGNATION
A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT.-_-___-_
SHEET WHERE SECTION IS LOCATED
-�
8. MINIMUM BUILDING PAD DRAINAGE SHALL BE Z DRAINAGE SHALL BE A
CB
5, W=1 O'
II
MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE
i
10 I
®
co
TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE
Q10 = 2.7 cfs
CBO 6'
0.50%.
Q100 =4.6 cfs
33 �}
11 I
11
398-2651
i
2 I
34
9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT
} ;
Q =2.
OF MAXIMUM DENSITY AS DETERMINED BY THE CALIFORNIA BUILDING CODE SECTION
\
7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY
00=6.6cfs
13 �
SHALL BE DETERMINED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE
,
CB #13, W=10'
32 \
SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
Q 10 = 2.7cfs
\ 35
10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS PER SOIL
Q100 =4.7cfs
REPORT. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING
PROJECT SITE
\
TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE
31
THE FINAL STREET SECTION. THE EXISTING SURFACE SOILS WITHIN THE BUILDING
DROP INLET
\
PAD AND FOUNDATION AREAS SHOULD BE OVER -EXCAVATED TO A MINIMUM OF 4
30
FEET BELOW EXISTING GRADE OR A MINIMUM OF 3 FEET BELOW THE FOOTING
Q10 = 2.3 C
LEVEL (WHICHEVER IS LOWER).
Q1OO = 3 Cf
9
NOTE: THE FINAL OVER EXCAVATION LIMITS AND REQUIREMENTS
SHALL BE DICTATED BY THE SOILS ENGINEER PRIOR TO
CB 3, W= 2
COMMENCING ROUGH GRADING OPERATION
1
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET
SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADYWAY SUBBASE.
Q 1 0 = 1.6 cfs
Q 1 OO =/-./ CT$ \
CB 4, WIT
12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL
ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH
Q10 = 1.6I
AL CEMENT TO PROVIDE TIVE TING OF
cc ss
Q1 OO =2.7 cfs
AALLLIFILL PALO D.VTESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
CB #1, W=7' \
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
I
13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS
ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST
Q 1 0 = 1.9 cfs
I Q100 =3.3 cfs
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
CB #2 7' I
TEST, SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO
VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD
,W=
Q 1 O = 1.9 cfs
TECHNICIAN.
Q100 =3.3 cfs
14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND
INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT UMITED TO THE FOLLOWING:
SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL
I
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, SUBMIT FOR
SEPARATE BUILDING PERMIT(S).
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF
STOR INFILTRATION FACILITIES DURING CONSTRUCTION SUBSEQUENT
VEMER
IMPROVEMENTSBY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE
FI
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
I
THIS PROJECT.
■
I
I
I
I
I
=7'
cfs 57
fs 3 56
A 55
36
37 CE
\.\ 38 Q1
39
8
27
6
25 '
24
2 L� A TRACT Flo" 3220
QMH-REC�ORDEW
CB 9, W=7' I I I II JI
Q101= 0.9
Q109 =1.5
/)f
-- --- - -- -------------+- - --
-- ---- -- - ------CB
COMPA20 W=7-- �I -
� NIA
010 = 1.6cz
Q10 10 5 __ cf0s Q100=3.7cfss
i Q10 = . cfs RETENTION BASIN
1 WS 0100=466.0
54 2 3 BOTTOM =459.0
W=7 ;
= 5.3 cf 5 B1 C3 '
=9.1 s53 4 CB 7, W=7'
T Q1 = cfs '
Er'll
I
52 51 5 Q =3.0 s i
B 81 W- ' 50 6
Q = 1. cfs II
42 Q - .0 cfs A
49 48 7
43
23
22
\\ 21
� 20
.R 116 W=7' I.
CB #11 ,W=7`
Q10= 1.8 cfs
Q100 =3.0 cfs
CB 12, W=7'
Q10 = 1.8 cfs
Q100 =3.0 cfs
DROP I
Q1
Q100 =6.2
0.7cfs
=1.1cfs
18 /17,
[IN
Ill
(SEE OFFSITE
IMPROVEMENT
PLANS.)
--t8- 9 W=21'
Q rO = 5.2 cfs
Q�00 =8.4 cfs
I
I
I
D OP INLET #3
Q 10 = 2.5 cfs
Q100 =4.3 cfs
Ulu ==L
SECTION LETTER DESIGNATION
Z
SHEET WHERE SECTION IS LOCATED
� !�
I I
9
RIGHT-OF-WAY
Z
II
a
I l ,
i
10 I
®
co
TRACT BOUNDARY
_III_ - 1 r _III_
SLOPE (SIZE PER PLAN)
I �
Q
11 I
11
398-2651
i
2 I
K
z
CB 4, W=14'
} ;
303-7756
Q1 = 3.9cfs
00=6.6cfs
13 �
AIRPORT BOULEVARD
,
CB #13, W=10'
�
Q 10 = 2.7cfs
14 i
303-7756
Q100 =4.7cfs
15
T � '
I
� \ 1
I
INDEX MAP
SCALE 1"=120'
GG
SECTION LETTER DESIGNATION
Z
SHEET WHERE SECTION IS LOCATED
STREET SURFACE DIRECTION OF FLOW
- -
RIGHT-OF-WAY
®
PERIMETER SCREEN WALL
PERIMETER SCREEN/RETAINING WALL
®
- - -
TRACT BOUNDARY
_III_ - 1 r _III_
SLOPE (SIZE PER PLAN)
ALL CONCRETE MIX SHALL BE 4500 PSI CONCRETE WITH TYPE V CEMENT, WITH A
WATER TO CEMENT RATIO OF 0.45.
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.
BASIS OF BEARING
THE BEARINGS SHOWN HEREON ARE BASED UPON THE CENTERLINE
OF MADISON STREET AS SHOWN ON RECORD OF SURVEY 112/64-70
BEING NORTH 0'14'08" WEST.
ASSESSOR'S PARCEL NO.'S
643-090-024
FLOOD ZONE DESIGNATION
FLOOD ZONE DESIGNATION "X' -PANEL 06070900058,
DATED: 8/19/91
PREPW UNDER THE DIRECTION OF:
Q\LOV ESS / pN� DATE:zk"Az�g���
LEY C. MO SE EXP. DATE 9 30 09
No. 20596 r" m R.C.E. 20596
Exp. 9-30-09 * APPROVED BY:
%yTf civilV\P DATE:
O
L
DESIGNED BY: DRAWN BY: CHECKED BY: I VCITY
HIG
WAY 111
LLC.
78900 AVENUE 47, SUITE 200
LA QUINTA, CA 92253
�
w
W
N
UTILITIES
WATER, SEWER AND IRRIGATION:
w
0
398-2651
ELECTRIC:
Z
o
K
z
IMPERIAL IRRIGATION DISTRICT ..............
(800)
303-7756
TELEPHONE:
a
(800)
AIRPORT BOULEVARD
GAS:
�
THE GAS COMPANY ................................
(800)
303-7756
CABLE:
W
PROJECT SITE
(760)
340-1312
TRACT 33597
AVENUE 60
O
AVENUE 61
=
IAVENUE
62
VICINITY MAP
NOT TO SCALE
PLANNING AND ZONING COMPLIANCE:
TE
CITY OF LA QUINTA
UNDERGROUND SERVICE ALERT
CALL TOLL FREE:
/'�1- 800
227-2600
TWO WORKNG DAYS
BEFORE YOU DIG
SOIL'S ENGINEER CERTIFICATE
SHEET INDEX THE UNDERSIGNED SOIL'S ENGINEER CERTIFIES THAT HE HAS
RECEIVED THIS GRADING PLAN AND FOUND IT TO BE IN SUB -
1. TITLE SHEET STANTIAL COMPLIANCE WITH THE RECOMMENDATIONS CONTAINED
2. DETAILS, CONST. NOTES & QUANTITIES IN THE GEOTECHNICAL ENGINEERING REPORT BY LANDMARK
3. ROUGH GRADING PLAN CONSULTANTS, LCI REPORT NO. LP05098, DATED MAY 18, 2005
4. ROUGH GRADING PLAN AND UPDATE LETTER DATED AUG, 15, 2007 & FEB. 11, 2008.
5. ROUGH GRADING PLAN
LANDMARK CONSULTANTS INC.
C.
77-948 WILDCAT DRIVE
41
H {
.D
�_.. PALM DESERT CA 92211
/ �' ,• �` �`� 760) 360-06
�a n
n
T
o8
GREG M. N#NDRA CE 34432 DATE
` uF CAS\F\'''
EARWORK QUANTITY ESTIMATE
NATE: I<490/NG 4F mwou v sr
4&4 w � Aar. XWji is Nor
A )04gr Aso Svd, rSC7' ra
)wel S d !
CI+Y of LrA iA
Plan Set No.
00 7
NOTES
E1 EXISTING POWER POLE TO BE REMOVED PER DRY
UTILITY CONSULTANT'S RECCOMENDATIONS
2❑ THE EXISTING 60" AND 36" IRRIGATION MAINS TRAVERSING
THE PROJECT SITE SHALL BE REMOVED AND RELOCATED
PER CVWD DWG NO. 36627-36631, AND THE EASEMENTS
SHALL BE ABANDONED.
DISTURBED AREA =21.3 ACRES
CUT FILL
MASS EXCAVATION (RAW) 17,040 CY 17,040 CY
NOTE: PROJECT SITE HAS BEEN ROUGH GRADED PER "AT RISK'
ROUGH GRADING PLAN APPROVED AUGUST 9, 2007, PLAN SET
No. 07137.
OWNER / DEVELOPER
R.T. HUGHES
CO.
LLC.
78900 AVENUE 47, SUITE 200
LA QUINTA, CA 92253
(760) 771-8890
CONTACT: PATRICK O'DOWD
UTILITIES
WATER, SEWER AND IRRIGATION:
COACHELLA VALLEY WATER DISTRICT ..... (760)
398-2651
ELECTRIC:
IMPERIAL IRRIGATION DISTRICT ..............
(800)
303-7756
TELEPHONE:
VERIZON.................................................
(800)
483-5000
GAS:
THE GAS COMPANY ................................
(800)
303-7756
CABLE:
TIME WARNER .........................................
(760)
340-1312
UNDERGROUND UTILITIES
AB 73 REQUIRES EVERY PERSON PLANNING TO CONDUCT EXCAVATION
NOTIFY A REGIONAL NOTIFICATION CENTER AT LEAST TWO PRIOR TO
EXCAVATION AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE
DELINEATED. A VERIFICATION NUMBER WILL BE GIVEN UPON SUCH
NOTIFICATION WITHOUT WHICH ANY PERMIT OR DIRECTIVE GIVING
PERMISSION TO EXCAVATE SHALL BE INVALID. VERIFICATION NUMBERS
EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, PERSONS PERFORMING
EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT THE JOB SITE. FOR
MORE INFORMATION YOU CAN CONTRACT THE LOCAL REGIONAL INFORMATION
CENTER.
UNDERGROUND SERVICE ALERT
3030 SATURN STREET, SUITE 200
BREA, CA 92621
1-(800) 227-2600
78-900 Avenue 47 IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
. MORSE Suite 208 ROUGH GRADWG PLANS
La Quints, CA 92253 S HT.
S C H U L T Z Voice: 760-771-4013
FAX 760-771-4073 TRACT NO. 33597 - MALAGA C
PLANNERS ENGINEERS SURVEYORS TITLE SHEET OF `� SHTS.
SCALE: SEE ABOVE BENCH MARK:
1466 USSR (29TH ENGRS 1941 RN. CO. A USBR DISC SET IN CONCRETE POST FOR. OF NE 1/4, SEC. 33, T.6S., R.7E., S.B.B&M
1NOT STAMPED) AT THE S.W. CORNER OF MONROE STREET AND 58TH AVENUE
DATE: DEC. 2007 ELEV.= -64.955 + 500.00 = 435.045 FOR: R.T.HUGHES, CO., LLC W.O. NO:
\73500\IMPLANS\RG\RG- .dwo 3/12/08