97045SOUTH R/W NORTH R/W
135'
12' 91' 32' PER PM 2731
6'
43' CL 48§ 61 PROJECT
EXISTING VARIES PROPOSED � 2
6' SIDEWALK M/•Zo°c 2 o MEANDERING
-� WALK
EXISTING 2v7PROPOSED
PROPOSED
CURB &GUTTER 11 �CURB &GUTTER isEXISTING
A.C. PAVEMENT ., PAVEMENT (B
CROSS SECTION
FRED WARING DRIVE
R/W
06' SIDEWj
(NO SCALE)
R/W
R/W
�cuae & currEreT
n.c. anvcMENr�e
CROSS SECTION
VENICE DRIVE (LOT B)
NAPLES DRIVE
GENOA DRIVE
(NO SCALE)
oo,
20' 52 20'-
0'26'
THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION
26'CL 26$
6'
2 p
16' lot
10 16'
%
so
2%
INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN
r
0
2`Jo
0
f R/W
i
06' SIDEWALK CURB & GUTTER(D
A.C. PAVEMENTS
CROSS SECTION
x irKiinr nnit it /i ^-r w �
�-- -� FILED WMING DRIVE
SHEET 2
INDEX MAP_
SCALE 1'=100'
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT
CODE REQUIRES A DIG ALERT IDENTIFICATI❑N
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
TWO (2) WORKING DAYS BEFORE YOU DIG
PREPARED FOR
ROGER SNELLENBERGER & ASSOCIATES, Inc,
The private engineer signing these plans is responsible for assuring the accuracy
and acceptability of the design hereon. In the event of discrepancies arising after DATE BY MARK
county approval or during construction, the private engineer shall be responsible ENGINEER
for determining an acceptable solution and revising the plans for approval by
the county. DESIGNED BY: JER
FUTURE
,fElll.S P McWNAFR*1,' I41411< SEI MffP-5 4A
�}i�,y/iEGTS PI4Ns 111/y 6 44E5- 2� 31 and 4
DESCRIPTON
DRAWN BY: RSP
PAVING NOTES
01, ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS,
SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR
TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL
SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTI
UTILITY PURVEROR INDICATING THE SUBSURFACE PORTION OF THEIR
UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED.
02. A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN
EXISTING ROADWAYS AND TRAVELWAYS. LANE CLOSURES AND DETO
SHALL BE POSTED, DELINEATED AND LIGHTED IN CONFORMANCE WITH
THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION
AND MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENT
DEEMED NECESSARY BY THE CITY ENGINEER.
03. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C.
SURFACES AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON
IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED
ASPHALT TYPE 'SS -1h' CONFORMING TO SECTION 203-3 OF THE
STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE
60-70 AND APPLIED AT THE RATE OF 0.1 GAL/SY.
04 ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE
INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT
CONFORM TO SECTION 203-6.3.2 OF THE STANDARD SPECIFICATIONS
(GREEN BOOK) NOTED AS FOLLOWS:
WEARING COURSE (UPPER COURSE) C2 -AR -4000
BASE COURSE (LOWER COURSE) B -AR -4000
THE WEARING COURSE SHALL BE 0.1 FEET THICK; THE BASE
COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHAL
CONCRETE THICKNESS. SEVEN (7) DAYS PRI❑R TO COMMENCEMENT ❑
THE PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY
APPROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX
CHARACTERISTICS SUCH AS: AGGREGATE GRADUATIONS, VOIDS IN
MINERAL AGGREGATE (VMA), AIR VOIDS, AND S -VALUE FOR VARIOUS
❑IL CONTENTS FOR EACH MIX.
05. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT B
PLACED UNTIL ALL ❑N -SITE UTILITIES HAVE BEEN COMPLETED
INCLUDING ALL EARTHWORK GRADING.
06, MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINISHE
GRADES AFTER COMPLETION OF CONSTRUCTION.
07. ANY EXISTING TRAVELWAYS IN WHICH EXCAVATI❑N IS MADE IN
CONJUNCTION WITH THIS PROJECT SHALL BE COVERED BY A SEPAR
PERMIT. THIS AREA 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.
08, PRI❑R TO FINAL BASE GRADE, DEVELOPER/CONTRACTOR IS TO SUBMIT
WRITTEN EVIDENCE TO THE CITY FROM VARIOUS UTILITY COMPANIE
STATING ALL RESPECTIVE UTILITIES HAVE BEEN INSTALLED AND A
ACCEPTABLE. "PROGRESSED FOR SERVICE" REPORT FROM C.V.W.D.
SHALL BE ACCEPTABLE,
09. THE CURB SHALL BE 'ETCHED' SHOWING LATERAL LOCATIONS: 'S"
FOR SEWER, 'G' FOR GAS, AND "E' FOR ELECTRICAL.
10. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN
OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER.
CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE
AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND
EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL,
REPLACEMENT, CAPPING AND/OR COLD PLANNING, AS NEEDED.
�I 1'
♦ � � � , ��
DATE
C
APPR, DATEHECKED BY
COUNTY DATE
CHECKED BY: WHW
GENERAL NOTES
01,
URS
H
S
T
ATE
S
RE
THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION
z
OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF
SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY
VE
PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/
0
INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN
r
0
THE PRESENCE OF THE CITY INSPECT❑R, A PERFORMANCE TEST
0
DESIGN TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE
M
FACILITIES.
02.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD PLANS
O
OF THE CITY OF LA QUINTA AND THE STANDARD SPECIFICATIONS FOR
PUBLIC WORKS CONSTRUCTI❑N, LATEST EDITION, AND RIVERSIDE
M
COUNTY STANDARDS AND SPECIFICATI❑NS ORDINANCE NO. 461,
0
LATEST EDITION.
03,
THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE
CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES.
04.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN
THE APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE
<
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE
z
COMMENCING WORK, HE AGREES TO BE FULLY RESPONSIBLE FOR ANY
En
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO
n
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND
UTILITIES.
05.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL,
n
REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND
0
GUIDE SIGNS.
06.
STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND
F
LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC
STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS
SHALL BE APPROVED BY THE CITY ENGINEER.
07.
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
E
REGISTERED CIVIL ENGINEER WITH A R.C.E. NUMBER BELOW 33,966,
OR A LICENSED LAND SURVEYOR ONLY.
08.
GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING
D
REQUIREMENTS OF THE UNIF❑RM BUILDING CODE, LATEST EDITION,
AND SOILS REPORT NO. P96087 DATED 10-01-96 PREPARED BY
SOUTHLAND GEOTECHNICAL, INC. (PHONE NO. 760-360-0665).
09.
THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT
48 HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH
PHASE OF CONSTRUCTION AT (7&0) 777-7075, AND 48 HOURS PRIOR
TO REQUIRING INSPECTIONS.
10.
DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL
SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTY.
11.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN
EFFECTIVE MEANS OF DUST CONTROL WHICH SHALL INCLUDE
PROVISIONS FOR ADEQUATE WATERING DURING THE GRADING PROCESS
AND PROVISIONS FOR CONTINUANCE OF DUST CONTROL AFTER THE
GRADING UNTIL SUCH TIME THAT THE GRADED SURFACE PRESENTS
EFFICIENT PROTECTIVE COVER AGAINST WIND OR WATER EROSION
,
THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY.
12.
AREAS OF FUTURE CONSTRUCTION SHALL BE PLANTED WITH A SEED
MIX APPROVED BY THE CITY OF LA QUINTA.
13.
CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN
ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY
DURING THE TIME PERIODS AS FOLLOWS:
OCT.IST 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 A.M. TO 5:00 P.M.
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL
HOLIDAY.
CONSTRUCTI❑N NOTES & QUANTITIES 14. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A
01. CONSTRUCT TYPE A-6 PCC CURB & GUTTER PER RIVERSIDE
COUNTY STANDARD NO. 200
02. CONSTRUCT TYPE 'D" CURB PER RIVERSIDE COUNTY
STANDARD NO. 204
03. CONSTRUCT 6" PCC CROSS -GUTTER PER RIVERSIDE COUNTY
STANDARD NO.209A
04. CONSTRUCT 6' PCC SPANDREL PER RIVERSIDE COUNTY
STANDARD NO, 209
05. CONSTRUCT 6' PCC DRIVEWAY APPROACH PER RIVERSIDE
COUNTY STANDARD NO. 207
06. CONSTRUCT PCC ACCESS RAMP PER RIVERSIDE COUNTY
STANDARD NO. 403
07. CONSTRUCT 4' PCC SIDEWALK PER RIVERSIDE COUNTY
STANDARD NO. 401 (6 -FOOT WIDTH)
08. CONSTRUCT 3" A.C. OVER 4.0ef1K#,AGGREGATE BASE.
09. CONSTRUCT BARRICADE PER RIVERSIDE COUNTY STANDARD
NO. 810
10. CONSTRUCT STREET NAME SIGN PER RIVERSIDE COUNTY
STANDARD NO. 816
11. SAW -CUT AND REMOVE 2" -FOOT WIDTH OF EXISTING A.C.
PAVING.
12, CONSTRUCT 4' PCC MEANDERING WALK PER RIVERSIDE
COUNTY STANDARD NO. 401 (6 -FOOT WIDTH)
13. INSTALL 25mph SPEED LIMIT SIGN.
14. /'Q/�1lr STOI47g4c 9NO yl�l�f'�/il/ltS `I�YSi G� - Trw 51'" 'Aw
15. CONSTRUCT TYPE A-8 CURB & GUTTER PER RIVERSIDE
COUNTY STANDARD NO, 201
16, 7,,PAN,5TrIDN CURB F4G,5- 1/NIFalivF0LY 1ifale 6" e"II MC9 F
%O 8 CUrPB F,, Go lfwl-I.W I - /NITS Sl -w&41..
/7. 0O/SlS7`RL1CT 5.5"4. C. OUEJe 6.5" CRV-5A ED 466RE6A72E BASE
MINIMUM ❑F 6 U 11 THE ENTIRE SITE ❑R AS RECOMMENDED BY S❑ILS
2,532 LF REPORT.
15. MAXIMUM CUT AND FILL SLOPES = 2:1.
16. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY
192 LF PER A.S.T.M. SPECIFICATI❑NS AND ABOVE MENTIONED SOILS
REPORT,
17. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES
1,320 SF SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM
OF 2' FROM THE TOP OF CUT OR FILL SLOPES. MINIMUM SLOPE OF
SWALES SHALL BE 0.50%.
2,008 SF
5,061 SF
2,080 SF
11,769 SF
49,1360 SF
2 EA.
39
3 EA,
140 LF
COUNTRY CLUB Det.
8,400 SF HOYLEY LN. 42ND AVE.
3 EA.
2 EA.
1,070 LF
//0 IF
35,900 5F
rARIM DR.
���/4LE
HYVY III SITE
a
VICINITY MAP
(No scnLc)
I -SS - U / r
GENERAL NATES <cavrInucm
18. ALL BRUSH, VEGETATION AND OTHER DELETERIOUS MATERIAL SUCH AS
RUBBISH, SHALL BE COLLECTED, PILED AND REMOVED FROM THE SITE
PRIOR TO PLACING FILL. ALL FILLS SHALL CONSIST OF MATERIALS
APPROVED BY THE SOILS ENGINEER AND FREE FROM ANY UNSUITABLE
SUBSTANCES AND COMPACTED TO A MINIMUM OF NINETY (90) PERCENT
OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM BUILDING CODE
STANDARD NO. 7010 OR EQUIVALENT AS APPROVED BY THE CITY
ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE
WITH THE UNIFORM BUILDING CODE STANDARD NO, 7002, OR
EQUIVALENT AS APPROVED BY THE CITY ENGINEER. IF STEEP
SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT
MUST BE KEYED, CLEARED AND BENCHED INT❑ FIRM NATURAL SOIL
FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED S❑ILS ENGINEER PRI❑R TO PLACEMENT OF FILL
MATERIAL. SOIL, ALLUVIUM, OR ROCK MATERIALS DETERMINED BY
THE SOILS ENGINEER TO BE UNSUITABLE FOR PLACEMENT IN
COMPACTED FILLS SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6
INCHES ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS
REPORT UNTIL THE -SURFACE IS FREE FROM UNEVEN FEATURES THAT
WOULD TEND TO PREVENT UNIF❑RM COMPACTION BY THE EQUIPMENT
USED.
19. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM IS 3' AC/
4.5" CRUSHED MISC BASE, ADDITIONAL SOIL TEST SHALL BE
REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION
REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET
SECTION.
20. LOCATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE
SOIL ENGINEER OR APPROVED TESTING AGENCY AND SHALL BE
SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO
PR❑VIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING
IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE
IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLES.
21. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE
AND INSPECTED PRI❑R TO PAVING, INCLUDING, BUT NOT LIMITED TO
THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
22. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL
ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE
BACKFILL IS SUITABLE FOR THE INTENDED USE.
23. THE FINAL COMPACTI❑N 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 AND
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.
24, ALL TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MUD AND
DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING
OPERATI❑N. CLEANING IS TO BE DONE TO THE SATISFACTION OF
THE CITY ENGINEER.
25. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR
SEPARATE BUILDING PERMIT.
26. 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 PERFORMANCES OF WORK UPON
HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS,
27. THE S❑ILS ENGINEER AND ENGINEERING GEOL❑GIST SHALL EXERCISE
SUFFICIENT ENGINEERING CONTROL DURING GRADING AND
CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS,
SPECIFICATIONS, AND CODES WITHIN THEIR PURVIEW.
28. A REGISTERED CIVIL ENGINEER SHALL EXERCISE SUFFICIENT
ENGINEERING CONTROL DURING GRADING AND CONSTRUCTION TO
INSURE COMPLIANCE WITH. THE PLANS, SPECIFICATIONS AND CODES
WITHIN HIS PURVIEW.
29. THE CITY ENGINEER SHALL RESPOND WITHIN THREE (3) WORKING
DAYS WITH FINAL STREET SECTIONS AFTER SUBMITTAL OF 'R VALUE"
TESTS FOR ROADWAY SUBBASE.
30. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST
CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.
PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES OR TO FINISHED WORK
ON THE SITE DURING GRADING OPERATIONS.
31. ANY UNDERGROUND STRUCTURES SUCH AS CESSPOOLS, SEPTIC TANKS,
WELLS ❑R PIPES NOT LOCATED PRIOR TO GRADING ARE TO BE
REMOVED ❑R TREATED IN A MANNER PRESCRIBED BY THE SOILS
ENGINEER.
32, CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL
MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN
APPROVED FOR THIS PROJECT.
33. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90)
PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIF❑RM
BUILDING CODE SEC. 7010, OR EQUIVALENT, AS APPROVED BY THE CITY
ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH
THE UNIFORM BUILDING CODE SEC. 7002, OR EQUIVALENT, AS
DETERMINED BY THE CITY ENGINEER.
CITY of LA QUINTA
Plan Set No.
0�
LEGEND
CL INDICATES CENTERLINE
R/W INDICATES RIGHT-OF-WAY
TC INDICATES TOP OF CURB
FL INDICATES FLOWLINE
(TYP) INDICATES TYPICAL
MIN, INDICATES MINIMUM
�.-MUNI INDICATES TRACT BOUNDARY
INDICATES EXISTING CONTOUR
{}; 4INDICATES EXISTING SPOT ELEVATION
06.44 INDICATES PROPOSED SPOT ELEVATION
INDICATES PROPOSED SLOPE
I INDICATES PROPOSED CONCRETE FLATWORK
S- INDICATES PROPOSED 8'° SEWER MAIN
t� W - INDICATES PROPOSED 8WATER MAIN
SEAL SEAL APPROVED BY DATE 2.7 y CITY OF LA QUINTA, CA SHEET NO.
ESS/0
QOM H3-1Brr f�GGI/y 79i
� � Narner �Uj 4 _ _ _ STREET IMPROVEMENT PLANS
<vQ� '�.Z�F` CHRIS A. V❑GT, fITY ENGINEER « « 4 IOE.s��r'> C4,
R.C.E. N❑. C❑44250 EXP. DATE 6/30/97 TRACT
en incerin Na, 28457-1
Exp. ,�3 6, PARE B A.P.N. 609-080-013 OF SHTS.
12/31/97 DATE CIVIL ENGINEERING LAN[ SURVEYING PLANNING FILE NO.
- SCALE BENCHMARK RIVERSIDE COUNTY AS SHOWN ,
CAL�F(�� WILLIAM H. WARN R, WARNER ENGINEERING TAG IN MONUMENT WELL AT THE INTERSECTION OF MILES AVENUE FOR W.O.
R.C.E. NO. 23256 EXP. DATE 12/31/97 DATE NOV. 1996 AND WASHINGTON STREET. ELEVATION = 116.58 DESERT DEVELOPERS C8838 ST
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and
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during construction, the pr�vate engneer sho-U kie, responsibie
'
ENGINEER
rNEE
For
de-termining an acceptaWe
sol.ution kand revis�png the plQr,4-; lf'or appro I
vw b y
the
county.
S 16 N E D BY
D E Ss CR I P TT f -
DRAWN BY
4k
RECOMMENDED FOR SEAL
,A P P P 0 V Al 7--_ A L
1. El L_ T
DATA
CHECKED BY
APR,DATE
F
C 0 U N T HY-.----
D AT E,
(- Fl Crk: E D B Y
FRED WARING ORlVE
5N. 0 r 97, 77 /'07 -15TA- 94.14 el 79
97.90' MIN.
, -
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SCALE 3EING A IRON PIPE WITH COL.JNTY
V 40,, BENCH MARK PD--3,-lW
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EXP, DATE
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