SWK2019-0001PRO,
SITE
VICINITY MAP
NTS
SECTION 27, T.6.S., R.7.E., S.B.B.& M.
OWNER/DEVELOPER:
SUNRISE LQ, LLC
81-670 CARBONERAS
LA QUINTA, CA 92253
PH:(760) 777-1776
APPLICANT:
SUNRISE LQ, LLC
81-570 CARBONERAS
LA QUINTA, CA 92253
PH:(760) 777-1776
ENGINEER:
WATSON ENGINEERING
48-725 VERBENA ROAD
PALM DESERT, CA 92260
PH:(760)275-1553
BASIS OF BEARING:
THE BASIS OF BEARINGS FOR THIS MAP
IS THE SOUTH LINE OF THE SW 1/4 OF
SECTION 27. BEING N 8904T47"E.
BENCHMARK:
BM # P.D. 109-70 ELEV. 527.941 (NAVD 29)
109-70 CHISELED SQUARE ON CANAL BRIDGE SOUTHEAST WING
WALL. 2.0 MILES SOUTH ALONG JACKSON ST. FROM HWY. 111.
THEN 2.0 MILES WEST ALONG AVENUE 50,45 FT. WEST OF
MADISON ST. AND 18' SOUTH OF AVENUE 50.
NOTE:
ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WILL
REQUIRE A SEPERATE ENCROACHMENT PERMIT
ESTIMATE OF QUANTITIES:
THE ESTIMATE OF QUANTITIES SHOWN ON
THESE PLANS IS FOR OBTAINING A PERMIT
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
HIS OWN QUANTITIES FOR BIDDING PURPOSES.
UTILITY PURVEYORS:
WATER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651
SEWER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651
ELECTRIC: IMPERIAL IRRIGATION DISTRICT - 800-303-7756
TELEPHONE:FRONTIER COMMUNICATIONS - 800-183-5000
GAS: THE GAS COMPANY - 800-427-2200
CABLE: SPECTRUM - 760-340-1312
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
t 811
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
SIDEWALK IMPROVEMENT PLAN
FOR
AVENUE 60
IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M.
INDEX MAP
SCALE: 7 INCH = 300 FT.
CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES
CONST.
NOTE
ITEM
DESCRIPTION
QUANTITY
UNIT
O
CONSTRUCT 6.0' WIDE BY 4.0" THICK TYPE V CEMENT, PCCC SIDEWALK
27,621
S.F.
O
PROTECT IN PLACE
6
EA.
O
ADJUST TO GRADE AS REQUIRED
6
EA.
®
REMOVE EXISTING SIDEWALK
36
S.F.
SOILS ENGINEER'S STATEMENT
I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY
SUBSTANTIALLY CONFORM TO THE RECOMMENDATIONS SET FORTH
REPORTIN SOILS NO. 544-18139, DATED 9-5-2018.
II(I
?2NI
BRETT DE P.E.45389 DATE
SLADDEN ENGINEERING
45090 GOLF CENTER PARKWAY, INDIO, CA 92201
(760)863-0713
NOTE:
UNUt KUKUUNU U I ILI I [Lb
WORK CONTAINED WITHIN THESE PLANS SHALL
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY
NOT COMMENCE UNTIL AN ENCROACHMENT
THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS
PERMIT AND/OR A GRADING PERMIT HAS BEEN
EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION
ISSUED.
AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO,
THE PRIVATE ENGINEER SIGNING THESE PLANS
AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED
IS RESPONSIBLE FOR ASSURING THE
HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF
ACCURACY AND ACCEPTABILITY OF THE DESIGN
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO
HEREON. IN THE EVENT OF DISCREPANCIES
THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
ARISING AFTER COUNTY APPROVAL OR DURING
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE
CONSTRUCTION THE PRIVATE ENGINEER SHALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES
BE RESPONSIBLE FOR THE DETERMINING AN
FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
ACCEPTABLE SOLUTION AND REVISING THE
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
PLANS FOR APPROVAL BY THE COUNTY.
STRUCTURES CONCERNED BEFORE STARTING WORK.
RNV 12 _
MEANDERING
SIDEWALK
�o
�ARI�S
._ �.
MAX
PROP 1" DEEP X 3" WIDE
SLOPE BOTTOM TRENCH
EXIST.
306
EXIST.
NORTH
RNV
*EXISTING
PERIMETER
WALL
EXISTING
GROUND
z 3 - ?% Tp/FS
PROPOSED
MEANDERING
SIDEWALK
* NOTE:
LOCATION AND DESCRIPTION SHOWN
HERE ARE FOR REFERENCE ONLY -
SEE PERIMETER WALL IMPROVEMENT
PLANS FOR DETAILS.
EXISTING
1.5" DEEP X 18" WIDE WALL
FLOAT -BOTTOM TRENCH
SIDEWALK GRADING DETAIL
NOT TO SCALE
LEGEND:
TC
FL
C/L
RNV
TP
STA
BVC
MVC
EVC
BC
EC
GB
A.C.
A.B.
BCR
ECR
MAX
NTS
EP
PRIVATE ENGINEERING NOTE
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
STRUCTURES CONCERNED BEFORE STARTING WORK.
TOP OF CURB
FLOW LINE
CENTERLINE
RIGHT-OF-WAY
TOP OF PAVEMENT
STATION
BEGINNING OF VERTICAL CURVE
MIDDLE OF VERTICAL CURVE
END OF VERTICAL CURVE
BEGIN CURVE
END CURVE
GRADE BREAK
ASPHALT CONCRETE
AGGREGATE BASE
BEGIN CURB RETURN
END CURB RETURN
MAXIMUM
NOT TO SCALE
EDGE OF PAVEMENT
BY ID1
INFER
HP
HIGH POINT
LP
LOW POINT
EX
EXISTING
PROP
PROPOSED
EG
EXISTING GROUND
C&G
CURB AND GUTTER
MH
MANHOLE
WV
WATER VALVE
INDICATES PROPOSED CONCRETE
GRAPHIC SCALE
0 1 w 306 600
1 INCH = 300 FT.
LANDSCAPE ARCHITECT I PLANNING AND ZONING COMPLIANCE
1 8/3LWI
CHERIFLORES DATE
C U SHEVDDSON ATE PLANNING MANAGER
HSAASSOCI CITY OF LA QUINTA
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.
2.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO APPLY TO THE CITY OF LA QUINTA PUBLIC
WORKS DEPARTMENT FOR THE NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY
COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION
ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED.
3,
THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER
GOVERNING AGENCIES.
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.
MONROE STREET
t 5.
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 COMMENCING
WORK. THE CONTRACTOR 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.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL
REGULATORY, WARNING AND GUIDE SIGNS.
z 4 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.
8,
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
i
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:
OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:00 AM TO 5:30 PM
MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR
HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS
GRANTED BY THE CITY ENGINEER.
12M
-
NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30 AM AND AFTER
3:30 PM UNLESS AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER.
10.
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.
II.
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.
12.
CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A
NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB): B) PREPARE A
EXIST.
STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE.
SOUTH
THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM
RNV
WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB.
I
C/L
' 1 5' EXIST. 6"
6, 5BARRIER CURB
EXIST.
2% 2% 2% C&G
EXIST.
C&G BASE
EX A.C. PAVEMENT COURSE
AVENUE 60
TYPICAL SECTION
NOT TO SCALE
CITY OF LA QUINTA STD. NO. 125
PARKWAY SECTION
CITY OF LA QUINTA STD. NO. 245
NOT TO SCALE
(SLOPES VARY DUE TO EXISTING CONDITIONS)
SEAL - CITY I APPROVED BY THE CITY OF LA QUINTA
BRYK� NNEY, P.E. RCE NO. G
CITY ENGINEER Q
REVISIONS APPR DATE EXP. DATE 9/30/20 DATE:
12' GRADING NOTES:
1, GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM
EXIST. TRAIL BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-18139, DATED: SEPTEMBER 5. 2018,
/EASEMENT PREPARED BY: SLADDEN ENGINEERING, TELEPHONE NO. 760-863-0713
10' 2, THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE 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.
I LEXIST. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES,
SIDEWALK TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO
ADJACENT PROPERTY.
5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS
RECOMMENDED BY THE SOILS REPORT.
6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1.
7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND
THE ABOVE MENTIONED SOILS REPORT.
8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0,3' DEEP AND BE
CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES
SHALL BE 0.50%.
9, ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS
DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY
ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE
SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4,6"
CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH
GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER
SHALL APPROVE THE FINAL STREET SECTION.
11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R"
VALUE TESTS FOR ROADWAY SUBBASE.
12, LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST
AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE
REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
13. THE FINAL COMPACTION 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
12' 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,
F 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING,
- -"` _ INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND
DRAINAGE.
EEP X 1WIDE 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN
FLVAT- BOTTOM TRENCH
SEAL - ENGINEER
No.26662
EXP. 3-31-20
APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
16. BLOCK WALLS ARE
NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING
PERMIT(S).
17. THE CONTRACTOR
IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION
FACILITIES DURING
CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR
TO FINAL ACCEPTANCE 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 THIS PROJECT, ALL MEASURES SHALL BE TO THE
SATISFACTION OF THE CITY.
BENCHMARK:
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
BM#P.D.109-70
41(NAVD ELEV. 27.86E (N
SIDEWALK IMPROVEMENT PLAN
�
109-70 CHISELED SQUARE
ON CANAL BRIDGE S.E.2.
FOR
OVIL ENGINEERING • LAND PLANNING
WALLS MILES S.
ALONG JACKSFROM
AVENUE
60
66-726 YERBENA ROAD
PALV DESERT, CA 92260
HEN 2 0 MILES
HWY. THEN
PH: (760) 275-1563
W. ALONG AVE. 0, 4S
WEST OF MADISON ST..
AND 18' S. OF AVE. 50.
TITLE SHEET
BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, TA.S., R.7.E., S.B.M.
SCALE: FOR: W.O. FILE NO:
DATE: SCALE AS SHOWN
SHEET NO:
1
5 SHTS.I
5W K Z019 -0001
MADISON STREET
+
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.04
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87116+000.0000 MAVCHUME 87A 02+00.00 MATC-H.0 ]C�
CONSTRUCTION NOTES:
O CONSTRUCT 4" MIN. P.C.C. CONCRETE SIDEWALK (6.0' WIDE)
Q PROTECT IN PLACE
UNDERGROUND SERVICE ALERT
CALL TOLL FREE 03 ADJUST TO GRADE AS REQUIRED
oBe
811 ° 20 30 40 so 120
"ENUE 60 LEGEND:
2 WORKING DAYS BEFORE YOU DIG SCALE: F 1" _, 0' INDICATES PROPOSED CONCRETE SIDEWALK
IN FEET
NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA SHEET NO:
WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES BM Y P.D. 109.70
NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE SIDEWALK IMPROVEMENT PLAN
SHOWN ON THE RECORDS EXAMINED ARE INDICATED O 109-7 27.94E (NAND 29)
PERMIT SUED.AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED OWNER,
B THEIR TING THESE P LOCATION RpFESS / I ON CA ALB LED RIDGE UARE SE.
ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR WITH THEIR APPROXIMATE LOCATION AND EXTENT. ? ' °q ON CANAL BRIDGE S.E. FOR
THE OWNER, BY ACCEPTING THESE PLANS OR �N . !
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT Q ' W j� �." WING WALL. 2.0 MILES S.
THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD O'� is7 CIVIL ENGINEERING LAND PLANNING ALONG JACKSON ST. FROM AVENUE 60
IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES 4' 'M-T15 VERBENA ROAD
ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND Z PALM DESERT, CA 92260 HWY. N THEN 0, MILES
UTILITIES OR STRUCTURES NOT REPORTED TO THE m PH. (760) 275-155J W. ALONG AVE. 50, 45 FT.
THE UNDERSIGNED, NOT INDICATED OR SHOWN T THE RECORDS m WEST OF MADISON ST.
HEREON. IN THE EVENT OF DISCREPANCIES UNDERSIGNED, NOT INDICATED OR SHOWN ON THE � No. 26662 �
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE EXP. 3-31-20 STA 10+00.00 - STA 22+00.00
ARISING AFTER COUNTY APPROVAL EE DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED AND 18' S. OF AVE. 50.
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYAN I�CKINNEY, P.E. RCE NO. 49418 �i X
CONSTRUCTION THE PRIVATE ENGINEER SHALL STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND CITY ENGINEER B'j. C
BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE y CIVIL \P PREPAR BY: LLOYD W. WATSON R.C.E. NO. 26662 IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M. OF 5 SHTS.
ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE /3 SCALE:
PUNS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: r�.LE �-' SCALE AS SHOWN FOR: W.O. FILE NO:
STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER DATE:
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000 MATCHLSINE
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
811
2 WORKING DAYS BEFORE YOU DIG
NOTE:
UNDERGROUND UTILITIES
PR
WORK CONTAINED WITHIN THESE PLANS SHALL
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY
L
NOT COMMENCE UNTIL AN ENCROACHMENT
THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS
REP'
PERMIT AND/OR A GRADING PERMIT HAS BEEN
EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION
SHO
ISSUED.
AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR
WIT[
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO,
HE
TPRO
THE PRIVATE ENGINEER SIGNING THESE PLANS
AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED
THEI
IS RESPONSIBLE FOR ASSURING THE
HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF
UND
ACCURACY AND ACCEPTABILITY OF THE DESIGN
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO
REST
HEREON. IN THE EVENT OF DISCREPANCIES
THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
UTIL
ARISING AFTER COUNTY APPROVAL OR DURING
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUEUND
REQ
CONSTRUCTION THE PRIVATE ENGINEER SHALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
TO T
BE RESPONSIBLE FOR THE DETERMINING AN
STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES
PRO'
FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
ANY
ACCEPTABLE SOLUTION AND REVISING THE
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
SITE
PLANS FOR APPROVAL BY THE COUNTY.
STRUCTURES CONCERNED BEFORE STARTING WORK.
TON
=RING NOTE
1ES OR STRUCTURES
OR OTHERS AND THOSE
EXAMINED ARE INDICATED
LOCATION AND EXTENT.
G THESE PLANS OR
/EMENTS PURSUANT
UME LIABILITY AND TO HOLD
FROM EXISTENCE OF UNDERGROUND
2 STRUCTURES NOT REPORTED TO THE
ED, NOT INDICATED OR SHOWN ON THE
KAMINED. THE CONTRACTOR IS REQUIRED
E PRECAUTIONARY MEASURES TO
Ili UTILITIES OR STRUCTURES SHOWN AND
UTILITIES OR STRUCTURES FOUND AT THE
LL BE THE CONTRACTOR'S RESPONSIBILITY MARK I
HE OWNERS OF THE OR
S CONCERNED BEFOREILITIES STARTNG WORK. ENGI
REVISIONS
SCALE: 1" = 20'
( IN FEET)
AVENUE 60
SEAL - CITY APPROVED BY THE CITY OF LA QUINTA
4�4ftA_�
BRYA MCKINNEY, P.E. RCE NO.49416
CITY ENGINEER
DATE
EXP. DATE 9/30/20 DATE: 8 �3
LVJ 1 1
CONSTRUCTION NOTES:
Q CONSTRUCT 4" MIN. P.C.C. CONCRETE SIDEWALK (6.0' WIDE)
0
A >k
LEGEND:
INDICATES PROPOSED CONCRETE SIDEWALK
SEAL - ENGINEER
BENCHMARK:
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
SHEET NO:
pip n pp p n
BM # P.D. 109-70
27.99E (NAND 29)
SIDEWALK IMPROVEMENT PLAN
QFypFESS/
RRI'pl 0 �yll �} I� �j,�
VV W uV 6 u11 lYl �1'I
109-7 CHISELED SQUARE
O 1i`) ,
OW
ON C
ON CANAL BRIDGE S.E.
WING WALL. MILES S.
FOR
O SQ j
ENGNEERING • LAND PLANNING
- W NW ROAD.
ALONG JACKSON STFROM
S
/^�
AVENUE V O
o
_�
Z Z
5
PALiI DESERT, CA 922W
HWY. 111. THEN 2.0 MILES
(7
m
PH: (760) 275-1553
W. ALONG AVE. 50,45 FT.
No. 26662
A
ADIISON�ST.
WEST OFAND
EXP. 3-31-20 *
18' S
STA 22+00.00 - STA 34+00.00
CI V1L �P
PREPARED BY: LLOYD W. WATSON R.C.E. NO.26662
IN THE SW 114 OF SECTION 27, 7.6.S., R.T.E., S.B.M.
OF 5 SHTS.
OF �``
'//''
, DATE: LLle_
SCALE:
SCALE AS SHOWN
FOR:
W.O.
FILE NO:
I
i T PROPOSED 20' CVWD WATER EASEMENT
a=14-1U'52" I
i
R=768.00'
L=190.09
T=95.53' j
I
+I / o
v to
w 1 r�5450`,1-
5.90 L 168.15'
-7=84.43` -
A" A=12°46'10" 42.
TC R=760.50' TC
L=169.49'
T=85.10'
UNDERGROUND SERVICE ALERT
CALL TOLL FREE
or+E
811
2 WORKING DAYS BEFORE YOU DIG
N 316:1
TOP' ri
L4-9 f IN F-
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0o00 MQTC HUMS
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--6-
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44 .78 G
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by 0to FG
3.06% -'
a 4 .2 RIW
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NOTE:
UNDERGROUND UTILITIES
PR
WORK CONTAINED WITHIN THESE PLANS SHALL
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY
ALL
NOT COMMENCE UNTIL AN ENCROACHMENT
THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS
REP
PERMIT AND/OR A GRADING PERMIT HAS BEEN
EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION
SHO
ISSUED.
AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR
WITI
PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO,
THE
PRO
THE PRIVATE ENGINEER SIGNING THESE PLANS
AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED
THE
IS RESPONSIBLE FOR ASSURING THE
HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF
UND
ACCURACY AND ACCEPTABILITY OF THE DESIGN"
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO
RES
HEREON. IN THE EVENT OF DISCREPANCIES
THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS
UTIL
ARISING AFTER COUNTY APPROVAL OR DURING
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE
UND
REC
CONSTRUCTION THE PRIVATE ENGINEER SHALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES
PRO
BE RESPONSIBLE FOR THE DETERMINING AN
FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
ANY
ACCEPTABLE SOLUTION AND REVISING THE
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
SITE
PLANS FOR APPROVAL BY THE COUNTY.
STRUCTURES CONCERNED BEFORE STARTING WORK.
TO h
DEL 125.45-2.3-0.6
DIST DWG NO 33366
37
1 _
A=10°51'40" ry a --""--- o
a, ii R=680.00' c., a a N to oI
m 4 .7 L=128.90' HQ NIC v 04 �'M A=10°28'10 �f
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O6% 6 1.34% If 1 -43 .: 2.68T% N+,.
1.36% ^' 0.06°70 ,
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a? I R=674.(0' Be 4 4.2 a 4. 2 4. 4 a
37.08 N/ L=127.77' N FG a NJ FS N! FS CD
T=64.0T
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0
'ROUND UTILITIES OR STRUCTURES
BY THE OWNER OR OTHERS AND THOSE
THE RECORDS EXAMINED ARE INDICATED ---- .-
APPROXIMATE LOCATION AND EXTENT.
BY ACCEPTING THESE PLANS OR
G WITH IMPROVEMENTS PURSUANT
GREES TO ASSUME LIABILITY AND TO HOLD
ED HARMLESS FOR ANY DAMAGES
FROM EXISTENCE OF UNDERGROUND
i STRUCTURES NOT REPORTED TO THE
ED, NOT INDICATED OR SHOWN ON THE
KAMINED. THE CONTRACTOR IS REQUIRED
E PRECAUTIONARY MEASURES TO
,E UTILITIES OR STRUCTURES SHOWN AND
UTILITIES OR STRUCTURES FOUND AT THE
LL BE THE
HE OWNERS OF THCONTRAE UTILITIES ORNSIBIUTY MARK BY DATE REVISIONS
S CONCERNED BEFORE STARTING WORK. ENGINEER
31) w so
SCALE: 1" - 20'
( IN FEET)
LA=10°28'10"
R=796.00'
L=145.45'
T=72.93'
L=125.47'
T=63.25'
38
EX BLOCK WALL
I AKJMOI AMCM &ACMlAAl
ST.. 40 00.00 M�
SEE :EL�W LEFT
TR 316:1
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439.58
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CONSTRUCTION NOTES:
1D CONSTRUCT 4" MIN. P.C.C. CONCRETE SIDEWALK (6.0' WIDE)
4
AVENUE LEGEND:
6 O 0 INDICATES PROPOSED CONCRETE SIDEWALK
A=15°06'16"
R=775.00' _
L=204.31'
T=102.75'
�
U
0
co
i
2.24 TOE
0
SEAL - CITY
APPROVED BY THE CITY OF LA QUINTA
��N0.26662
SEAL - ENGINEER
Q�OFESS /
�
co O
Z
uOu11 m
Oc N0. 26662 ,A
EXR 3-3b20
1 CIVIV �P
OF
III 4 (J(0 I� (ta M 2 I� (lp � M ila
CIVIL ENGINEERING • LAND PLANNING
7Z6 KR ENA ROAD
PALM DESERT, CA 553
PH: (76p).276-1563
BENCHMARK:
BMUP.D. 41 (N
109-7 27.94E (NAND 29)
ON C CHISELED SQUARE
ON CANAL BRIDGE S.E.
WING WALL. 2.0 MILES S.
ALONG JACKSON ST. FROM
HWY. N THEN 0, MILES
W. ALONG AVE. 50, 45 FT.
WEST OF MADISON ST.
AND 18' S. OF AVE 50.
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
SIDEWALK IMPROVEMENT PLAN
FOR
AVENUE 6O
STA 34+00.00 - STA 46+00.00
IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M.
SHEET NO:
BRYAR MCKINNEY, P.E. RCE NO, 49418
CITY ENGINEER
V/13/�
EXP. DATE 9/30/20 DATE: O
rOF5SHTS.
DATE
PREPARED BY: LLOYD W. WATSON R.C.E. NO.26662
DATE: AP4//9
SCALE:
SCALE AS SHOWN
FOR:
W.O.
FILE NO:
7H 31681
7H010o1
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"
SEE A I0MC MOM
CONSTRUCTION NOTES:
0 CONSTRUCT 4" MIN. P.C.C. CONCRETE SIDEWALK (6.0' WIDE)
0 PROTECT IN PLACE
UNDERGROUND SERVICE ALERT
0 20 30 40
w 120
Q3 ADJUST TO GRADE AS REQUIRED
CALL TOLL FREE
811
t
SCALE:1"=20
(IN FEET)
REMOVE EXISTING SIDEWALK
LEGEND:
AVENUE 60
INDICATES PROPOSED CONCRETE SIDEWALK
2 WORKING DAYS BEFORE YOU DIG
NOTE:
WORK CONTAINED WITHIN THESE PLANS SHALL
UNDERGROUND UTILITIES
ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY
PRIVATE ENGINEERING NOTE
ALL UNDERGROUND UTILITIES OR STRUCTURES
SEAL - CITY
APPROVED BY THE CITY OF LA QUINTA
SEAL -ENGINEER
BENCHMARK:
IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA
SHEET NO:
NOT COMMENCE UNTIL AN ENCROACHMENT
PERMIT AND/OR A GRADING PERMIT WAS BEEN
ISSUED.
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
REPORTED BY THE OWNER OR OTHERS AND THOSE
SHOWN ON THE RECORDS EXAMINED ARE INDICATED
WITH THEIR APPROXIMATE LOCATION AND EXTENT.
THE OWNER, BY WITH
T PLANS PURSUANT
PROCEEDING WITH IMPROVEMENTS PURSUANT
IMPRING OVEMENTS
THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD
Q�pFESS /
W'
% F2
p 4 (la O I� (fi1_ M 2 2 I� M iM1
QI 11- ENGINEERIBNGE PLANNING
BM # P.D. 10&70
ELEV. 27.941 (NAVD 29)
109-70 CHISELED SQUARE
ON CANAL BRIDGE S.E.
WING WALL. 2.0 MILES S.
SIDEWALK IMPROVEMENT PLAN
FOR
THE PRIVATE ENGINEER STONING THESE PLANS
IS RESPONSIBLE FOR ASSURING THE
HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF
UNDERSIGNED HARMLESS FOR ANY DAMAGES
h 0-lO
'G1
y
� �
ALONG JACKSON ST. FROM
AVENUE 60
ACCURACY AND ACCEPTABILITY RE THE DESIGN
HEREON. IN THE EVENT OF DISCREPANCIES
UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO
THE UNDERSIGNED, NOT INDICATED OR SHOWN THE RECORDS
RESULTING FROM EXISTENCE OF UNDERGROUND
UTILITIES NESTRUCTURES NOT REPORTED TO THE
UNDERSIGNED, INDICATED SHOWN ON THE
n � �
`L/,iK`-ryl�r�-i
Z
Tg N m
W
PkII DESERT, CA 972N1
PR. (760)275_1553
HWY. 111. THEN 2.0 MILES
W.ALONG AVE. O S.
WEST M
ARISING AFTER COUNTY APPROVAL EE WRING
CONSTRUCTION THE PRIVATE ENGINEER SHALL
T
EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR
INOTNE
RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED
R
TO TAKE DUE PRECAUTIONARY MEASURES 70
DL NO 26662
iY EXP. 3-31-20 Y�
' S F AVE.T.
AND 18' S. OF AYE. 50.
STA 146+00.00 -STA
BRYA MCKINNEY, P.E. RCE N0. 49418
BE RESPONSIBLE FOR THE DETERMINING AN
ACCEPTABLE SOLUTION AND REVISING THE
STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES
FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR
PROTECT THE UTILITIES OR STRUCTURES SHOWN AND
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE
SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
CITY ENGINEER
g �3 /
3j, C/V I'-�P
9�
IN THE SW 1/4 OF SECTION 27, T.6.S., R.7.E., S.B.M.
OF 5 SHTS.
MARK
BY
DATE
REVISIONS
APPR
DATE
PREPAR D BY: LLOYD W. WATSON R.C.E. NO. 26662
SCALE:
ENGINEER
FOR:
W.O.
FILE N0:
PLANS FOR APPROVAL BY THE COUNTY. !
STRUCTURES CONCERNED BEFORE STARTING WORK,
TO NOTIFY THE OWNERS OF THE UTILITIES OR
STRUCTURES CONCERNED BEFORE STARTING woRK.
EXP. DATE 9/30/20 DATE:
CALA
DATE:
SCALE AS SHOWN