ONST2017-0002OWNER / APPLICANT
DESERT POLO LAND COMPANY LLC
ATTIC• JAMES A. PAGE
425 W. 11TH ST SUITE 500
LOS ANGELES, CA 90015
PH: (818) 720-5845
ASSESSORS PARCEL NUMBER
A.P.N. 777-030-003
ACREAGE
4.36 AC - GROSS
4.33 AC - NET
UTILITIES
WATER:
COACHELLA VALLEY WATER DISTRICT........ PH:
(760) 398-2651
SEWER:
COACHELLA VALLEY WATER DISTRICT........ PH:
(760) 398-2651
IRRIGATION:
COACHELLA VALLEY WATER DISTRICT........ PH:
(760) 398-2651
ELECTRIC:
IMPERIAL IRRIGATION DISTRICT .............. PH.
(800) 303-7756
TELEPHONE:
VERIZON.................................... PH:
(760) 483-5000
GAS:
THE GAS COMPANY ......................... PH.
(760) 427-2200
CABLE:
TIME WARNER CABLE ........................ P14:
(760) 340-1312
FLOOD ZONE
ZONE "C" - AREAS OF MINIMAL FLOODING
COMMUNITY -PANEL NUMBER 060245 2270A
APRIL 15, 1980
LAND USE
EXISTING. VLDR - VERY LOW DENSITY RESIDENTIAL, 0-2
PROPOSED: VLDR - VERY LOW DENSITY RESIDENTIAL, 0-2
LAND USE
EXISTING: R-1, W/EQ & RR OVERLAY
PROPOSED: R-1, W/EQ & RR OVERLAY
SCHOOL DISTRICT
COACHELLA VALLEY UNIFIED SCHOOL DISTRICT
THOMAS GUIDE COORDINATES
2006 EDITION - MAP PAGE 5470, GRID C-7
TOPOGRAPHY
FIELD SURVEY PERFORMED BY COACHELLA VALLEY ENGINEERS, INC.
SEPTEMBER, 2004
LEGEND/ABBREVIATIONS
32 1 33 AVENUE 1 50 33 1 34 T.5S,
5 4 4 3 T.6S.
OF ti OF
Qi4G�T(,'J Nkl ursrA (1) CMNp10
In BONITA
TRA
IL
4 AVENUE 51
EVANGELINE
SITE LANE
0
BETH CIRCLE
ti
5 4 4 3
AVENUE 52 9
VICINITY MAP
N.T.S.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED
ON THE EAST LINE OF THE SOUTHEAST QUARTER
(SE1/4) OF SEC. 4, T.6S., R.7E. S.B.M., AS SHOWN ON
PARCEL MAP NO. 16457, FILED IN P.M.B. 100, PAGE
48, O.R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
BEING: S00'10230W
SHEET INDEX
PAGE 1 = COVER SHEET
PAGE 2 = STREET PLAN
REFERENCE DRAWINGS
REFERENCE C. V. W D. DRAWING NUMBERS:
31830-31835
m
WATER SERVICE (1" UNLESS
POINT OF REVERSE CURVE
NOTED OTHERWISE)
POINT OF CURVE CHANGE
SEWER LATERAL
DUCTILE IRON PIPE
PROP. WATER MAIN
PUBLIC UTILITY EASEMENT
EXIST. WATER MAIN
- - - - - -
VITRIFIED CLAY PIPE
PROP. SEWER MAIN
DUCTILE IRON
EXIST. SEWER MAIN
- - - - - -
FIRE HYDRANT
GATE VALVE
CURB AND GUTTER
FIRE HYDRANT
EXISTING
CLEANOUT
-o
PROPOSED
MANHOLE
LATERAL
BUTTERFLY VALVE
--
SEWER
BLOWOFF ASSY
WATER
CENTERLINE/SECTION LINE
-
PROPERTY LINE
1/4 SECTION LINE
- -
CLEANOUT
V16 SECTION LINE
- - -
CATCH BASIN
CENTERLINE
C/L
MANHOLE
RIGHT OF WAY
R/W
BUTTERFLY VALVE
INVERT OF PIPE
INV
GATE VALVE
TOP OF MANHOLE
TMH
POWER POLE
TOP OF CLEANOUT
TCO
ELECTRICITY
BEGINING OF CURVE
BC
PROPOSED PAVEMENT
END OF CURVE
EC
ASPHALT TRANSITION AREA
SOILS ENGINEER'S CERTIFICATE:
I CERTIFY THAT l HAVE REVIEWED THESE PLANS AND FIND THEM IN
SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS OF OUR
REPORT NO. 544-1497 02-04-224 DATED 512312005
AND UPDATE REPORT (LP17073) DATED 511512017.
GREG CHANDR,4 - RCE C-34432 - EXPIRES 9-30-17
LANDMARK CONSULTANTS, INC. - 77-948 WILDCAT DRIVE
PALM DESERT, CA 92211 (760)360-0685 FAX (760)360-0521
PRC
PCC
DIP
PILE
VCP
DI
FH
C&G
EX
PROP
LAT
SWR
WTR
P/L
CO
CB
MH
BV
GV
PP
ELEC
PRIVATE ENGINEER'S NOTES TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS AND STRUCTURES SHOWN OR NOT
SHOWN ON THESE DRAWINGS.
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,
CONSTRUC7ON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF 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.
Underground Service Alert
��EF ORE YO
`a Call: TOLL FREE
UP O �t
1 -800
2 2 7- 2 6 0 0 DATE I BY I MARK
ENGINEER REVISIONS
TWO WORKING DAYS BEFORE YOU DIG I DESIGNED BY: DKR DRAWN BY: RKF
00
LU r a
H cc i
r -a
3�
H
a
LUW
H
l
IN THE CITY OF LA QUINTA COUNTY OF RIVERSIDE STATE OF CALIFORNIA GENERAL NOTES
, , 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST
EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
TY OF LA QUINTA PUBLIC WORKS
NT FOR
HE
ONmSITE STREET IMPROVEMENTS 2 CONIT STRUCTIONLL BE HE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE ACTIOTIESPORSITHI FOR OJEC SATISFACTORY
ADDITIONAL STUDIES ANDD/ORI PERMITSTMAYENVIRONMENTAL
BEN REQUIREOREGULA�ONS DUERING HET LIFE OF
ESSARY
O 3 085 3.THE CONTRACTOR SHALL OBTAIN ACE PERMITS AS REQUIRED BY TH£ CITY E R QUINTA RT OTHER GOVERNING AGENCIES.
TRACT MAP 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING,
OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760)777-7048.
E EXACT
A SUBDIVISION OF A PORTION OF LOT " B" & PARCEL 3 OF PARCEL MAP NO. 16457, FILED IN P.M.B. 100/48, AND BEING A 5 LOCATION THE LOCATIONS
ALL EXISTINGIGUTIL UTILITIES BEFORE ROUND UCOMMENCING TILITIES ARE SWORK. THE CONTRACTOR AHOWN IN AN GREEYSO ONLY
eE FULLY
SPONSIBLCTOR E FOR ANLL YANDAINE LL DAMAGES
PORTION OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE1/4 SE1/4) OF SECTION 4, TOWNSHIP 6 SOUTH, WHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE
SIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.
RANGE 7 EAST OF THE SA N B E R N A R D I N O BASE & MERIDIAN, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING,
LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION.
& THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS N07ED 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.
9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING
THE TIME PERIODS AS FOLLOWS:
PARCEL 1 PARCEL 2 OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00AM TO 5:30PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7,OOPM
P.M. NO. 16457 P.M. NO. 16457 - Y s WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR FEDERAL HOLIDAYS.
P.M.B. 100 / 48 p N A P.0 NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS
N,A,P, NOT BEING DONE, UNLESS PRIOR AUHORIZATON TO DO SO IS GRANTED BY THE CITY ENGINEER.
-- - � � NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS AUTHORIZATION TO DO SO
IS GRANTED BY THE CITY ENGINEER.
__. ,_._...-..._. _.4.._ .-.._ w x j
__.__ 10 ALL
LEANN�SDWAYS O BE DONEMUST
TO THE SAD FDAILY OF ACTION ALL
DIRT,
CITY MUD
AND
ER.DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION.
BETH CIRCLE _ _ _
11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS,
_ - LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS.
I ( I rF 7 I 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES) PERMIT
o I OWNERS/DEVELOPERS ARE REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B)
\ ` ( ( X PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES /S A NATIONAL
\ I ' VANGELINE LANE (PRIVATI�/STREET) PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY HE SWRCB.
I STA: 10+00.00 - 11+63:00 PAVING NOTES
I I (SEE SHEET ) 1. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO
2 1 I 7 I I LU ; THE LATEST EDITION OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS. CONSTRUCTION (SSPWC) GREEN BOOK NOTED AS
( FOLLOWS.
WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10
z / y E -_� !I BASE COURSE (LOWER COURSE): III8-B3-PG70-10
THE WEARING COURSE SHALL BE 0.1 FT OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S)
6 Z ! SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS.
Q A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL ON A PRE -APPROVED CITY EQUIVALENT
(n WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE IS TO BE UTILIZED FOR ALL PAVEMENT SECTIONS. ONSITE RECYCLED BASE
.t Q OR EQUAL IS ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL, NO CRUSHED MISCELLANEOUS BASE IS ALLOWABLE.
~ yC CB 1 I w x Q i CITY STANDARD 195 SHALL BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS. RUBBER/ZED ASPHALT IS NOT ALLOWED
QW=4.37cfs
\ ) Q1oo=8.67cfs I WITHOUT PRIOR CITY ENGINEER APPROVAL.
2. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY
1 \ APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL
KIWI COURT (PRIVATE STREET) ���� �Ip AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX.
O Z 3. 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
STA: 10+00. 0 II - 12+47.23 ��� QJ p x COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE SS-1H" CONFORMING TO SECTION ZJ3-3 OF THE STANDARD GREEN BOOK
$ (SEE EET 2) LET "E„ C) ( SPECIFICATIONS THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLON/YARD. PAVEMENT SHALL BE RETACKED IF
1 4 5 ET ON p THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS
I FOLLOWING THE BASE COURSE PAVING OR EQUAL.
BA
4. ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FT IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED. FLOATERS IN EXCESS
OF 2 FT IN WIDTH MAY BE REQUIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER,
L-
x SIGNING AND STRIPING NOTES
PARCEL 4 1. ALL SIGNING AND STRIPING MUST BE DONE IN COMPLIANCE WITH THE LATEST EDITION OF CAMUTD.
P.M. N0. 16457 I 2. ACC WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF
LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED.
P.M.B. 100 / 48
J. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS
N.A.P. ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PR/OR APPROVAL FROM CITY ENGINEER.
CvwD EASEMENT INDEX MAP _
4. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN 7W0 COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO
R 62' R/W BE ASECTION MINIMUM OF ENTITLED7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND/NGSSECOND COAT /£STRIPING SHALL BE FALL APPLIED,IN THE STATE STANDARD AINOCLUDI G£DUALALL
SCALE: 1" = 60'
I I STRIPED PARKINGS STALLS WITH RADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD.
10' 31' C/L
31' 10'
PUE PUE I 5. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY THE CITY ENGINEER.
2'-6"
2% 2% i 6. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL
0.6' 2 USE CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS - I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED
m 3 8" 6" 1'-10" 2" SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT.
VARIES VARIES 2
PROP PUE- 3' COVER O vl BEVEL PCC FINISHED 7 ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS ARE RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED
TRENCH FINAL GRADE WEDGE GROUND WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE U77LIZED ADJACENT TO LANE LINES FOR
3" AC PIA _r PROP PUE CURB II BLACKOUT/REMOVAL AND SLURRY SEAL SHALL 8' UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED W1H PRIOR
PROP 6 WEDGE CURB " OVER 4.5" MISC TRENCH AUTHORIZATION BY THE CITY ENGINEER. ALL REA40VALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER.
PROP 8 DIP
WATER MAIN
CRUSHED BASE
�- PROP 8' VCP
4
h
8. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY
BE
11' MIN. SEWER MAIN
TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL
IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR
E V A N G E L I N E LANE
TYPICAL WEDGE
CURB DETAIL � I A � 1
HIGH -POWER VACUUM.
9. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF
STA: 10+00.00 - 11 +63.00
NTS
THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN
(PRIVATE STREET - NTS)
ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION
STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT.
R VALUE: 40 - TRAFFIC INDEX. 5
CVWD EASEMENT
R/W 40, R/W I
f0' 20' C/L 20' 10'
PUE PUE
2%
2% '
PROP PUE
TRENCH
VARIES VARI
3' COVER O r
FINAL GRADE
In
Q
j
-
3" AC PVMT U
PROP 6" WEDGE CURB " OVER 4.5' MISC tD
PROP 8 DIP WATER MAIN CRUSHED BASE
(�
11 ' MIN.
KIWI COURT
STA: 10+00.00 - 12+74.23
(PRIVATE STREET - NTS)
R VALUE: 40 - TRAFFIC INDEX: 5
RECOMMENDED FOR SEAL
APPROVAL
DATE
APPR. DATE CHECKED BY
CITY
DATE
CHECKED BY: DKR
PROP PUE
TRENCH
PROP 8" VCP
SEWER MAIN
NOTES ESTIMATE
OF QUANTITIES
DESCRIPTION
UNITS
QUANT.
l
CONSTRUCT WEDGE CURB PER DETAIL 'A' VC SHEET
LF
941
2
CONSTRUCT 3' AC PAVEMENT OVER 4.5' CRUSHED AGGREGATE 845E
SF
20,456
3
CAVSMUCT CROSS GUTTER PER CITY OF IA QUINTA STD. NO 230
SF
770
4
RE71" EX CURE MID GUTTER
LF
84
5
INSTALL STREET NAME SIGN PER C.ma S7D 500
EA
2
6
PAWT 12' SOLID 0#7E LAE WIPAWMENT MARKING S10P' & CHEVRON STRIPE PER MUM FIGURE 38-20
EA
2
7
INSTALL 30' TYPE R-1 SW SIN PER MUTCD & GI SUPPLEMENF
EA
2
8
CONSTRUCT 10' CURB MANSRION PER CITY OF U QUINTA STD N0. 205
EA
2
9
INSTALL Wf-7 SW PER MUTCD & GI SUPPLEENT
EA
1
INSTALL W14-1 SIGN PER MUTCD & CI SUPPLEMENT
EA
1
1
I WL & OVERLAY EXISTING ASPHALT 70 PRONDE SMOOTH TRANSITION 2' MML PAVEMENT CUT REMOVAL ATV
LF
320
QUAN7777ES SHOWN ARE FOR PERMIT USE ONLY. THE CONTRACTUN IS Kt,, UIVU6Lt Wtf HIS UWN QUANIIIILS WK WUUINU VUW VU VW.
SEAL
OFESSlOQR,y
K. R/C1!
h QP
NO,35728 v
EXP. 6-30-19
s
9rF clv1 FI
OF CP%
AP ROVED BY:
C BRYA M KINNEY
y MM'ERiM CITY ENGINEER
R.C.E. No. 18
* PRE PA D U DER THE
DIREC S PE VISION OF:
Q
CITY OF LA QUINTA
5-Is//
DATE
/1 EXP.E19TE109/3D/18
SCALE AS NOTED
DA ID . RIC JR. DATE:
R.C.E. No. 35728 EXP. DATE: 06/30/19 1 JULY 2017
10. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL
BE REFL£CTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD.
ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS.
11. PER GOVERNMENT CODES SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN
SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY
IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE.
12. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT PLEASE CONTACT THE CITY
ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT.
13. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD
POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE
TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER.
CITY OF LA QUINTA, RIVERSIDE COUNTY, STATE OF CALIFORNIA SHEET No.
77-933 Las Montanas Road, Suite 101 TRACT MAP NO. 33085
Palm Desert, CA 92211 1
Tel: (760)360-4200 Tax: (760)360-4204 ON -SITE STREET IMPROVEMENTS
Coachella Valley Engineers email: eve@eve.nel web: www.eve.nel OF 2 SHTS.
BENCHMARK:
FD 1 1/4 /P ON 0.25' O THE E1/4 COR. OF SEC. 4, T BS., R.7E. S.B.M.
ELEV. = 515.78 (BASED ON CITY OF INDIO BM 199 ELEV. = 499.78)
NOTE: 500.00 ADDED TO SEA LEVEL
A POR. OF THE NE1/4 OF THE SE1/4 OF SEC. 4, T.6S.,R.7E. OF THE S.B.B. 8 M. FILE No.
FOR DESERT POLO LAND COMPANY LLC I
JOB No. 15129
D�6f 2v47 - o0oz
_ 1
10+00
11+00
12+00
KIWI COURT
(SEE RIGHT)
10+00
-- . STA: 7�28.96 STA: 1 .76 17 BCR 1• I FL 512.88 \
(�E7H �IRCLE) TO 513.76 / CURB STA: 10+57.92 BC STA; 10+84.52 EC
(TC 14.12FL 513.26 TC 513.70 BEGIN CURB STAG
VE 514.4 TA: 11 +62.56 ECR TC 513.44^ I _ _ r FL 513.20
TC 513.46
U T 1 1 7 R� 13.70 n FL 512.94 1 Ana CURB STA: 10+07.92 EC , FL 512.96 ./
Q TC 514.2
/+7 8( l RBi 1 5 31 1 512. 1 1 FL 513.79 P E 51
C 1 4O) 0 2 51 6 2 512.64 L ELEV
1 5) + 5 7 3 51 3 512.82 0 1 5 t 3.93
2 514.16 /'/L C 12
�Jt llD LlN N. PE 514.1 CURB STA: 9+36.12 HP 51
TC514.89 4514. 6/ 54 �>
S ' NSIDE PROP PU G GO
6 2 _ cv
a l-Ir PROP 8" SW 1 L 10 P/C, fy 1 55 FL 514.39 5 "
8" CVWD SWR\
\ 51 _ PROP 8" WTR p`� 4 PR.3 SWR
r r �' : 10+26 73 "� 3 1 .t P/L 514.23 l
O Q BEGI C PAVING
�r 6 1t+00 1+63 - PE 516.7
m z 4.
1 ooiD'3oE
2
1J+oa 2
11+0& .,(A"IATCH EX)10+00 --- ,
E)r_CVWD WATER LINE TER LINEWTR
10
L9
513.47) a 513.30
513.06) STA: 11 + 18.83 BCR
TC 513.44
FL 512.94
STA: 111
PE 515.8
GRAPHIC SCALE
40 0 20 40 SO 120
( IN FEET )
1 inch = 40 ft
A I MI EARI']IM!
THE BASIS OF BEARINGS FOR THIS SURVEY IS BASED
ON THE EAST LINE OF THE SOUTHEAST QUARTER
(SE1/4) OF SEC. 4, T 6S., R.7E. S.B.M., AS SHOWN ON
PARCEL MAP NO. 16457, FILED IN P.M.B. 100, PAGE
48, O.R. COUNTY OF RIVERSIDE, STATE OF CALIFORNIA.
BEING: S00'10'23"W
U
Underground Service Alert
BEFORE >-aGo Call: TOLL FREE
UP o 0 1
n I -800
2 2 7- 2 6 0 0 DATE BY MARK
ENGINEER
TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY: SD
Y
?` �c
E
0' 2�"
PE 515.3
1 512.92
92
2 512.90
40'-
to,
3 512.88
'
PUE
b n
^^N
98.06
O
7C513.40
En En Pz
FL 512.90
KIWI COURT
(SEE RIGHT)
CLIRVF
TABLE
CARVE I
RADIUS
DELTA
LENGTH
TANGENT
Ci
38.00,
206'03'45"
136.67'
16419'
C2
38.00'
41'09'19"
27.30'
14.27'
C3
38.00'
75'23'21 "
50.00'
9.36'
C4
38.00'
55-47'17"
3700'
20.11'
C5
38.00'
33'43'48"
22.37'
11.52'
C6
100.00'
26.0 '45"
45.49'
2J.14'
C7
100.00'
15'14'33"
26.60
13.38'
C8
38.00'
210'29'07"
139.60'
139.45'
C9
38.00'
18'1 '20"
12.13'
6.12'
CIO
38.00'
75'59'35"
50.40'
29.69'
C11
38.00'
79'13'08"
52.54'
31.45'
C 12
38.00'
36'59'03"
24.53'
12.71 '
C13
100.00'
15'14'33"
26.60'
13.38'
C14
24.50'
89'34'31"
38.30'
25.00'
C 15
24.50'
89'34 31 "
38.30'
1 25.00'
C16
24.50'
1 90'2529"
38.67
1 25.00'
REVISIONS
DRAWN BY: NS
LINE TABLE
L#AE
I BEARING
LENGTH
L 1
N89'45'01 E
65.17'
L2
S64'11'14 E
50.00,
L3
N89'45'01 E
84.16'
L4
S8945'01 "W
16.30'
L5
S89'45'01 "W
6787'
L6
N74'30 28 E
50.00'
L7
S75'00 26 E
1 50.00'
L8
NB9'45'O1 E
13.54'
L9
N00'10'30 E
88.68'
L 10
N00.10'30 E
1 64.00'
RECOMMENDEDFOR
APPROVAL
DATE
APPR. DATE CHECKED BY
CITY
DATE
CHECKED BY: DKR
PE 516.5
CONSTRUCTION
NOTES
oIESIDNanoH
(01CONSTRUCT
6" WEDGE CURB PER DETAIL "A" SHEET 1
2
CONSTRUCT 3" AC PAVEMENT OVER 4.5" CRUSHED AGGREGATE BASE
3
CONSTRUCT CROSS GUTTER PER CITY OF LA QUITA STD. NO. 230
4
REMOVE EX CURB AND GUTTER
5
INSTALL STREET NAME SIGN PER C.OL.Q. STD 500
6
PAINT 12" SOLID WHITE LINE W PAVEMENT MARKING "STOP" & CHEVRON STRIPE PER MUTCD FIGURE 313-20
7
INSTALL 30" TYPE R-1 STOP SIGN PER MUTCD & CA SUPPLEMENT
8
CONSTRUCT 10' CURB TRANSITION PER CITY OF LA QUITA STD. NO. 205
9
INSTALL W1-7 SIGN PER MUTCD & CA SUPPLEMENT
1
INSTALL W14-1 SIGNPER MUTCD & CA SUPPLEMENT
1
MILL & OVERLAY EXISTING ASPHALT TO PROVIDE SMOOTH TRANSITION 2' MIN PAVEMENT CUT REMOVAL AT JOINT
QUANTITIES SHOWN ARE FOR YLRMII USL UNLY. 1RL cuNnvlwUK 0
RESPONSIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES.
SEAL
I
11 +00
1
12+00
12.56 BCR EVANGELINE LANE
TC 5f3.44
FL 512.94 (SEE LEFT)
62'
31 31'
ELEV 6
11512.9
2 51 90
3 51 . NI %', I�
C7
"o a
rui.yz to STA: 11+63.00 (EVANGEL
TC 514.20 Tp
FL 513.7o STA: 10+84.52 EC
CURBS 10 +57.92 BC BEGIN CURB STAG
TC 513.70 TC 513.46
FL 513.20 FL 512.96
P/L A
PE 515.2
/ FL 512.94
1
13+00
10'
STA: 12+74.23 BC
PUE ELEV
7
BEGIN CURB STA G / f
TC 512.48
111512.47
/
PE 514.4
FL 511.9841).06
R P/LE
2
3 511.
e -
0.50 p
4 511.2D
5 5 1.69
12+74.2,3'1
PE 513.9
.n CURB 5TA: 13+4Z.b6
C 512.14 LOT'
o�v FL 511.64 B
C6 g
P, LO']
FL 512.20
STA: 11 +68.69 BC CURB STA:
BEGIN CURB STAG STA: TC 513.01 FL 511.85
P FL 512.51 5
PE 514.1
� I
£C
F[•]
P/L
ON BASIN
511.00
510.04
A0700
4
1 " = 40' HORIZ I
1 " 4' VERT
W
I
a
Q
U
N
I
U
0
E+
W
W
ovj
R.
F
.0
Ch
4
1-4
JO
2
IV
GRAPHIC SCALE
( IN FEET )
1 inch = 40 ft.
CITY OF LA QUINTA RIVERSIDE COUNTY STATE OF CALIFORNIA SHEET No.
SEAL
QgOfESS/ONq
��o a K. RIC �Fy
h P "
m
* NO.35728 *
,r UP. 63419
y
TF C/ V 1 V o��\
OF r-NO,
APPROVED BY: CITY OF LA QUINTA
s if _�
BR4N MCKINNEY DATE
44WORIM CITY ENGINEER
R.C.E.N 16 EXP E:0910/18
77-933 Las Montanas Road, Suite 101
Palm Desert, CA 92211
CVE Tel. (760)360-4200 Fax: (760)360-4204
7Coachella Valle} Engineers email: eve@cve.net Web: www.cve.net
'
OF 2 SHTS.
TRACT MAP NO. 33085
ON -SITE STREET IMPROVEMENTS
A FOR. OF THE NE1/4 OF THE SE1/4 OF SEC. 4, T.6S.,R.7E. OF THE S.B.B. & M.
PREPA D U DER TH ATE Y
DIREC PE VISION F:
FILE No.
SCALE: AS NOTED
BENCHMARK:
FD p 1/4 IP ON 0.25' O THE E1/4 COR. OF SEC. 4, T.6S., R.7E. S.B.M.
ELEV. = 515.78 (BASED ON CITY OF INDIO BM 199 £LEI! = 499.78)
NOTE. 500.00 ADDED TO SEA LEVEL
DAVID K. IC JR.
R C.E. No. 35728 EXP. DATE: 06/30/19
DATE: DULY 2017
FOR DESERT POLO LAND COMPANY LLC
JOB No.
15129