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SECTION "A"
DULCE DEL MAR - GATED ENTRANCE
NOTE
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
LAKE LA QUINTA
TRACT NO. 26152
DULCE DEL MAR - GATED ENTRY
EYIaB
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US
3 LL
Z"AVENUE
LL
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VICINITY MAP
MAINIERO, SMITH AND ASSOCIATES INC. MAKE NO REPRESENTATION CONCERNING
THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES,
INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES ONLY. THE
ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED
QUANTITIES AND THE ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION.
o' OFESSIp/e,
^¢S'pOEaT S,Do
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5
C ALI I?
6p.J3192
Sf CIVIL 2
9TE'DF CPUF�P
REVISIONS APPROVED DATE I 0MZK PG-3-1w ELEV. 116.584'
MARK
LOCATION
1" I.P. WITH CO. TAG IN MON.
WELL AT THE INTERSECTION OF
MILES AVE. AND WASHINGTON ST.
1
BEING A SUBDIVISION OF A PORTION OF
THE SOUTHEAST QUARTER SEC. 30, T5S, R7E, S.B.M.
PREPARED FOR
WILMA PACIFIC
PAVING NOTES
1. ALL UNDERGROUND FACILTIEG INCLUDING LATERALS SHALL BE IN
PLACE, AND TRENCHES COMPACTED AND TESTED PRIOR TO PAVING
2. ALL EXISTING IMPROVEMENTS INCLUDING CURB AND SURPRISE,
SIDEWALK. ASPHALT CONCRETE OR P.C.C. PAVING. WHICH ARE
BEING JOINED OR MATCH IN CONNECTION WITH THIS PROJECT,
SHALL BE JOINED OR MATCHED IN A MANNER SATISFACTORY TG
THE CITY ENGINEER, INCLUDING NECESSARY SAW CUTTING,
REMOVAL, REPLACEMENT AND CAPPING.
3. A 'TACK COAT' (PAINT BINDER) SHALL BE APPLIED BETWEEN
PAVEMENT LAYERS CONCRETE SURFACES AND ON EXISTING PAVE-
MENT TO BE RESURFACED AT THE RATE OF 0.10 GAL./YD. THE
TACK COAT SHALL BE TYPE GS1 ASPHALTIC EMULSION WITH A
60-70 GRADE LIQUID ASPHALT.
4. THE VISCOSITY STAGE OF PAVING ASPHALT SHALL BE AR-4000
OR AR-8000. TO BE DETERMINED BY THE CITY ENGINEER AT
THE TIME OF PAVING.
5. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE SHALL NOT
BE PLACED UNTIL ALL ON -SITE IMPROVEMENTS HAVE BEEN
COMPLETED, INCLUDING ALL EARTHWCRK GRADING.
S. MANHOLES AND VALVES BOX FRAMES SHALL BE ADJUSTED TO FINISHED
GRADES AFTER COMPLETION OF CONSTRUCTION.
WITH 1HI5 PROJECT SHALL BE COVERED BY A
SEPARATE PERMIT. THIS AREA SHALL BE DOGGEDLY 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.
S. ALL EXISTING PAVEMENT WITHIN THIS PROJECT SHALL EITHER BE
REMOVED CH STRUCTURALLY TESTED TO VERIFY THE STRUCTURAL
CAPABILITIES AND THE RESULTS SHALL BE APPROVED BY THE
CITY ENGINEER.
9. THE CURB SHALL BE 'ETCHED' SHOWING LATERAL LOCATIONS: 'S'
FOR SEWER. 'G° FOR WAS, AND °E° FOR ELECTRICAL.
CO. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND
LOCATION SHALL BE APPROVED BY THE CITY ENGINEER.
GENERAL STREET NOTES
4375 EAST LOWELL #B
1.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD
PLANS OF THE CITY OF LA QUINTA AND THE STANDARD
ONTAR I O, CA. 91761
SPEC51CATIONS FOR PUBLIC WORKS CONSTRUCTIONS.
LATEST EDITION. AND RIVERSIDE COUNTY STANDARDS AND
SPECIFICATIONS DOMINANCE NO. 461. LATEST EDITION.
2.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY
47TH AVENUE
THE LITY OF LA LOBBY OR OTHER GOVERNING AGENCIES.
- - ----
3.
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
"�- -
OF WAV MXTST TIE SHALL DETERMINE THE
LOCATION UTILITIES
LOCATION OF ALL EXISTING VTI LITI ES BEFORE COMMENCING WORK. HE
B . HE
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
/s59AGREES
MIGHT BE OCCASIONED By HI8 FAILURE TO EXACTLY LOCATE AM
`
14
PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
4.
THE CONTRACTOR SHALL E RESPONSIBLE FOR REMOVAL. REPLACEMENT OR
rOGN OF ALL o LATORY, WARNING AM QUIDS SIGNS.
TNAME UTRAFFIC
P f 3653as]
E.
STREET SIGNS AND CONTROL SEEKS. TYPE AND
I
LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. TRAFFIC
SITEfss
Vl4 S
STRIPING. LEGENDS AND PAVEMENT MARKERS. TYPE AND LOCATIONS
TG
1
SMALL BE APPROVED BY THE CITY ENGINEER.
HIS
165
AGO 1
I3C
6.
THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MOMMENTS OR
Is0
BENCH MARKS NOTED ON THE PLANS. OR FOUND DURING CONSTRUCTION.
TAGI
OWLO6
REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL
OG( N
ENGINEER WITH AN R.C.E. NUMBER BELOW 33. 966, OR A LICENSED LAND
III III
A6
I
SURVEYOR ONLY.
182
].
AREAS OF FlRURE CONSTRUCTION SHALL BE PLANTED K17H A SEED MIX
APPROVED By THE CItt OF LA DVINTA.
1
fsT
B.
CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN
1 4 fey
6
IDS i
� If<
2ff
DNE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING
SIR
sfs
f2S
W
THE TIME PERIODS A6 FOLLOWS:
IQ. 111
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21G
124
! W
ms
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FOs
217
OCTOBER 1 TO APRIL 30: MONOAY-FRIDAY 7:00 AM TO 5:30 PM
A ma
123
~
SATURDAY BOB AM TO 5:00 PM
TWO
SVGA LAKE 2Q7 IOW
ale
122
N
"
MAY 1 i0 BPETEXBw 30: MONMAY-FPICAY OAM TO 00 PM
VIA
RA IulNs
�
SAT6pi0g0AY BOB: 5
AN TO 5.00 PM
2IT
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY DR FEDERAL HOLIDAY.
275 'Y
S.
MAXIMUM CUT AND FILL SLOPES - t1.
j
6
10.
ALL FILLS SHALL BE COMPACTED TD A MINIMUM OF NINETY ISO)
PERCENT OF MAXIMUM DENSITY AS DETERMINED BY UNIFORMED
25T i
BUIILUINR CODE STANDARD NO. 70-1 DR EOUIVALEM AS APPROVED
sss
BY THE CITY ENGINEER. DENSITY BE
FIELD SHALL (DETERMINED
ne
255
zas 2m0 2ss23a
2AS
117
ACCORDANCE WITH THEUNIFORM BUILDING CODESTANDARD DNO. 70-2
a
OR EGUIVALENr. AS DETERMINED BY 74E UM ENGINEER.
2
TANT NOTICE
1 1 .
ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION Is 3°
A.L. X/ 4° AGO. BASE CLASS II. ADDITIONAL BOIL TEST MAY BE
> 3
a
SECTIO421] OF THE GOVEPNNFNi
gEOVIREO AFTER ROUGH GRADING }0 DETERMINE EXACT BECTI DN
w 2s0
—
DE REQDIG ALERT IDENTIFICATION
REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL STREET SECTION.
LU
a
NISSUED BEFORE A
IS.
LWATIONS OF FIELD DENSITY TEST SHALL BE DETERMINED BY THE SOIL
VIAFPEIRMIT
sS
TOEXCAVATE' WILL BE VAIL L`,
:WD7RK:H
ENGINEER DR APPROVED TESTING AGENCY AND SHALL BE SUFFICIENT
OR YOUR LERT I.D. NUMBER CA
IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE
UNDED SEIIVIVE ALERT
REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS
TOLL 1-000-422-4133
OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION
s
H
r
THE NORMAL REPRESENTATIVE SAMPLINGS.
i
P3.
TWO DAYS BEFORE YOU OIG
1TO
ALL UNDERGROUND FACILITIES. WITH LATERALS, SHALL BE IN PLACE
AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO
m
70
THE FOLLOWING: SEWER. WATER. ELECTRIC, GAS AND DRAINAGE.
P"
5
14.
THE FINAL UTILITY LINE BACKFRE ILL PCRr FROM THE PROJECT BOIL
Nj
6
ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL
CITY of LA QUINTA
IS SUITABLE FOR THE INTENTED USE.
Plan GC{ NO.
IS.
THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS
--
K 056
ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED.
EACH TEST SMALL BE IDENTIFIED WITH THE METHOD OF RETAINING
j�
DONE DRIVE RING
THE IN -PLACE DENSITY, EACH
481 H AVENUE
T.N0 DABC
SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM Dp19ITY
TEST. EN ENSITY
DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF
ION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
SHEETINDEX MAP
ACCEPTEDT
ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL
IB.
THE MAXIM" DENSITY CURVES USED By THE FIELD TECHINIAN.
ALL CONSTRUCTION AREAS SMALL EE PRDPEALY POSTED
BE REQUIRED TO ASSUME SOLE AND COMPPLETE RESPONSIBILITY FOR JOB
AND L16HTED
SCALE 1" = 300'
SITE IT DURINGTHE COURSE OF CONSTRUCTION OF THE PROJECT,
IN CONFORMANCE WITH THE STATE MANUAL OF WARMING SIGNS,
DINGISAFETIONS
INCLUDING SAFETY OF ALL
AL PROPERTY:
PROPERTY; THAT THIS REQUIREMENT
LIGHTS. AND DEVICES FOR USE IN THE PERFORMANCE OF WORN UPON
CONST. NOTES/QUANTITY ESTIMATE
sFiaLL BE MADE TO APPLY CONTINGOGSLY aND NOT BE LIMITED TO NORMAL
CONTINUOUSLY AND
HIGHWAYS. IN ORDER TO ELTHANATE ANY HAwws.
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,
p,
THE SOILS ENGINEER AND ENGINEERING GOELOGIST SHALL EXERCISE
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
SUFFICIENT SUPERVISORY CONTROL DURING READING TO INSURE
1 CONSTRUCT 5' WIDE P.C.C. SIDEWALK PER RIVERSIDE COUNTY STANDARD 401
O
CCMPLIANCE WITH THE PLANS. SPECIFICATIONS. AND CODE WITHIN
(MODIFIES WIDTH)....,
AL OR ALLEGED, IN C NCE F
WITH EFROMF OTHER
EPROJECT,
........... .. ..... ::.
"
465.65
SO.FT.WORK ONLIABILITTHIS EXCEPTING LLIABILITTY ARISINGONNECTION
SOLE
NEGLIGENCE OF DESIGN PRDFE35IONAL.
IS.
THENIS DESIGNC
THE DESIGN SHALL SUFFICIENTCONTROL
Q2 CONSTRUCT 6" TYPE 'A -Su P.C.C. CURB AND GUTTER PER RIVERSIDE 'COUNTY
`
DURING GRADING A D CONEERSTRUCTION To INSURE ANC
TO mITHE COMPLIANCE
SPE
STANDARD IOU' _ _ _
73.98
L.F.
WWITH
PLANS
THE PLANS SPECIFICATIONS AND TIOE WITHIN HIS
IFI ATIONS, AND .
....
UTILITIES
18.
IVE. TWA
ALL INTERIOR PRIVATE STREET SECTIONS ARE TENTATIVE. THE
CONSTRUCT 6" COLORED/DECORATIVE R.C.C. WITH 6x6, IOx10 WWM ''
SECTION IS A.C./4' MAL
GLASS II. AUDIT IETER
3
Q
WATER COACHELLA VALLEY WATER DISTRICT 398-2651
(SEE LANDSCAPE PLANS FOR DETAILS) 3556.33.
$O.FT.
SOILMINITA
EG
SOIL TESTS MAY BE REQVIDED pCIER
en R GRADING TO VEregxxxE
.............................
SEWER VALLEY WATER DISTRICT 398-5854
EXACT STREET ECTIONwwre.
ERA TV
ENGINEER
clry ENGxxEEp rD AlmgwE
IMPERIAL
ELECTRIC IMPERIAL IRRIGATION DISTRICT 398-5854
FINAL STREET SECTION
® CONSTRUCT 6" TYPE 'D" Pt t. BARRIER CURB PER RIV. CO. STD 204......
COMP
GAB COMPANY 323-1231
L.F. GAS SOUTHERN CALIFTELEPHONE
20.
4° THICK A c PAVEMENT OVER THICK
8547
C
TELEPHONE GENERAL TELEPHONE COMPANY 323-1312
An cONSx3D Ass
BASECONSTRUCT
BASE MATERIAL FOR FULL DEPTH sTgvcruRAL swri0x ON
CABLE PALMER CABLE VISION 340-1312
0 SAWCUT AND REMOVE EXISTING SIDEWALK
SOFT.
NGON
wpsnxx6iUN STREET
............... ......
USA UNDERGROUND SERVICE ALERT 1-(800)-422-4133
® SAWCUT AND REMOVE EXISTING PAVEMENT. ...................... _259200
592,00
SOFT.
MAINIEfiO, SMITH AND ASSOCIATES, INC.
PREPARED UNDER THE GIRECi BVPEMVIGION
OF
P.C.E. NO.
DESIG B
APPROVED BY
sl
CIVIL 6 ENVIRONMENTAL ENGINEERING
� / /
//iLil.. /. /li.Rv;z-.
E 401
p B
CITY OF LA
QUINTA, CALIFORNIA
GATE STREET IMPROVEMENT PLANS — COVER SHEET
/-t - 9/ TRACT N0. 26152 GEING A SUBDIVISION OF A DON. OF BE pip. DEC. 30. T55. RYE. So
1
OF
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