97058CONSTRUCTION
COTES
NO,
DESCRIPTION
UNIT
QUANT.
0
CONSTRUCT MEANDERING CONCRETE SIDEWALK PER COUNTY OF RIVERSIDE
STD. No. 400. (CONCRETE MIX PER "GREENBOOK" 520-C-2500).
SF
12,928
0
2
CONSTRUCT 6' HIGH CONCRETE BLOCK GARDEN WALL PER DETAIL SHOWN
ON SHEET 1.
LF
11,447
30
REMOVE EXISTING CONCRETE SIDEWALK WITHIN LIMITS INDICATED.
SF
12,739
4
INSTALL 20' WIDE STEEL SECURITY GATE PER DETAIL SHOWN ON
SHEET 4.
EA
1
5
INSTALL 16' WIDE EMERGENCY ACCESS GATE PER DETAIL SHOWN ON
SHEET 4.
EA
2
6
CONSTRUCT VARIABLE HEIGHT CONCRETE RETAINING WALL PER DETAIL
SHOWN ON THIS SHEET.
LF
60
7
Q
CONSTRUCT VARIABLE HEIGHT RETAINING WALL PER DETAIL
SHOWN ON THIS SHEET.
LF
140
AVENIDA BERMUDAS
AVENUE 52
50'
EXIST. SIDEWALK (WIDTH VARIES - 6' OR 8 ') ---e
(REMOVE ONLY AS SHOWN)
EXIST. PAVEMENT
R/W
PROPOSED 6 FT
SCREEN WALL
VARIES VARIES
2%
VARIES
442 kg
,ygAQtlg9tltlgtl,� Qtl��.,.:
Citl66f"t}a9tlQ�06C�S3tli1�6
EXIST. CURB & GUTTER
TYPICAL SEICTIO\
AVENIDA BERMUDAS
N.T.S.
MEANDERING SIDEWALK
WIDTH VARIES - 6' OR 8 ' (MATCH EXISTING)
CONC. SIDEWALK PER COUNTY OF
RIVERSIDE STD. NO. 400.
20'
PERIM
2'
MIN.
OMIT HEAD JOINTS AS
WEEP HOLES AS NEDDED
EF%" SLOPE AS NOTED
(2:1 MAX)
PROPOSED 20'
r_
LANDSCAPE ESM'T
VARIES FROM 43' TO 58'
PROP. CURB & GUTTER
TYPICAL SECTION
AVENUE 52
N.T.S.
50th
CALLE
UJZ
w
(1)
m
0
z
om!)
z AVE.
Z TAMPICO
AVE. 52
PROJECT
LOCATION
�,. ABANDONED
AVE. 52
NTS
VICINITY MAP
PROPOSED 6' OR 8'
WIDE MEANDERING CONC.
SIDEWALK PER COUNTY OF
RIVERSIDE STD. NO. 400.
-PROPOSED 6 FT
SCREEN WALL
-OMIT HEAD JOINTS AS
WEEP HOLES AS NEDDED
/47---t]
SLOPE VARIES FROM
2% MIN. --2:1 MAX.
ALL WALLS SHOWN ON THESE PLANS SHALL
REQUIRE SEPARATE PERMIT APPROVAL PRIOR
TO CONSTRUCTION.
NOTE: ALL SLUMPSTONE TO RECEIVE ON COAT ACRYLIC MASONRY
PRIMER AND ONE' COAT EVERSHIELD (W701) BY DUNN
EDWARDS. COLOR: YUCCA PALM DE1046L1. A 2' COLOR
SAMPLE MUST BE APPROVED BY OWNER PRIOR TO FINISH
PAINTING
NATURAL OR COMPACTED GRADE
I• k
MIN
THE CITY OF LA QUINTA, IN THE STATE OF CALIFORNIA
.TER BALL CONSTRLCTION PLANS
FOR TRACT NO. 28470-1 AND TENTATIVE TRACT NO. 28611 PHASE 1
NOTE1 RETAINING WALLS BY SEPERATE PERMIT
PER NOTE #22 OF GRADING NOTES.
BRICK CAP w/SQEEZED JOINTS. #712 PAVER/FACE
BRICK. COLOR: DARK RED. AVAILABE THROUGH PACIFIC
CLAY BRICK PRODUCTS (909) 874-2131.
INSTALL VERTICAL EXPANSION JOINTS 0 40' o.c.
6"x6 x16' SLUMP BLOCK w/SQEEZED
JOINTS COLR TO BE APPROVED BY OWNER.
2' WEEP HOLES
0 6' o.c.
2'-6"
l
TYPICAL R
GARDEN
MIN
3" I
4' MAX. RETAINING
iTAI\ING WALL w/
WALL SECTON
N.T.S.
3/4" CHAMFER
-7 5/8" H
WEEPHOLE
3"
1
•
W
menLamis uuiial1111I.I.I.okil
DEACON DRIVE WEST
COYOTE CANYON COURT
MAINTENA
YARD
ACCESS
ROAD
BIRKDALE COURT TRADITI
DEL GATO DR E
RN FAN Van 010 ESN Ktlig fft MOt FM* 11M
LEGEND
SHEET LIMITS)
SHEET NUMBER
111
NOTE: FOR FINAL CONSTRUCTION DETAILS,
REFER TO FINAL WALL DESIGN.
RETAINING WALL 0
N.T.S. TYPICAL CARD
MIN)
6" MIN
3"
18"
INDEX MAP
SCALE: 1"=600'
BRICK CAP w/SQEEZED JOINTS #712 PAVER/FACE
BRICK. COLOR: DARK RED. AVAILABE THROUGH PACIFIC
CLAY BRICK PRODUCTS (909) 874-2131.
INSTALL VERTICAL EXPANSION JOINTS 0 40' o.c.
6 x6 x16' SLUMP BLOCK w/SQEEZED
JOINTS. COLR TO BE APPROVED BY OWNER.
OMIT HEAD JOINTS AS WEEP HOLES
T7 MAX RETAINING
NATURAL OR COMPACTED GRADE
NOTE ALL SLUMPSTONE TO RECEIVE ON COAT ACRYLIC MASONRY
PRIMER AND ONE COAT EVERSHIELD (W701) BY DUNN
EDWARDS. COLOR: YUCCA PALM DE10461.1. A 2' COLOR
SAMPLE MUST BE APPROVED BY OWNER PRIOR TO FINISH
PAINTING
WALL S
iCTIO
N.T.S.
LEGEND
TOP OF WALL
CITY of LA QUINTA
Plan Set No.
cri
TOP OF FOOTING
FINISHED SURFACE
FINISHED GRADE
FLO WLI N E
GRADE BREAK
HIGH POINT . . . . . .
LOW POINT
TOP OF CURB
TOP OF SLOPE
TOE OF SLOPE
PROPOSED WALL
PROPOSED SLOPE .
TW
TF
FS
FG
FL
GB
HP
LP
TC
TOP
TOE
i
GENERAL NOTES
APPROVED FOR PERMITTING:
00*.4g,/4040,24.
f7zS/)
TO HARTU DATE
BUILDING AND SAFETY DIRECTOR
CITY OF LA QUINTA
PLANNING AND ZONING COMPLIANCE:
Y HERM N
MUNITY DEVELOPMENT DIRECTOR
OF LA QUINTA
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 RIVERSIDE COUNTY STANDARDS AND SPECIFICATIONS
ORDINANCE NO. 461, LATEST EDITION.
2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES.
fad -T7
DATE
3. 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. 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 UNDERGROUND UTILITIES.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING
AND GUIDE SIGNS.
5. 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 LOCATIONS SHALL BE APPROVED BY THE CITY .
6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLAN 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.
7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE,
LATEST EDITION, AND
SOILS REPORT NO. 4446130
DATED 12-12-96
PREPARED BY SLADDEN ENGINEERING
TELEPHONE ___(714)_ 523-0952
8. 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.
9. 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.
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 SUNDAY OR FEDERAL HOLIDAY.
11. AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED
BY SOILS REPORT.
12. MAXIMUM CUT AND FILL SLOPES = 2:1.
13. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND ABOVE
MENTIONED SOILS REPORT.
14. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SWALES 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%.
15. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY UNIFORM
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.
16. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS 3" A.0/4.5" CRUSHED AGGREGATE OR CRUSHED
MISCELLANEOUS BASE, ADDITIONAL SOIL TEST MAY BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION
REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL SECTION.
17. 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 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.
18. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT
NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
19. 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.
20. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD
TES11NG 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 DETERMINATION SHALL BE
PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
21. 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.
22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT.
23. 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.
24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING
TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES WITHIN THEIR PURVIEW.
25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO INSURE
COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
26 THE CITY ENGINEER SHALL RESPOND WITHIN THREE (3) WORKING DAYS WITH FINAL STREET SECTIONS AFTER SUBMITTAL
OF "R" VALUE TESTS FOR ROADWAY SUBBASE.
27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER 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 FO THE FACILITIES.
28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY THE FUGITIVE DUST
CONTROL PLAN APPROVED FOR THIS PROJECT.
BENCHMARK:
RIV. CO. BENCHMARK 103-3-70, TOP
OF CONC. FILLED 1" I.P. ± 350'
N'LY OF OLD AVE. 52 AND 30' E'LY
OF CL OF WASHINGTON AVE., 6' S'LY
OF POWER POLE #989270 ELEV.=40.11.
BASIS OF BEARINGS:
THE BEARINGS HEREON ARE BASED
UPON THE WEST LINE OF THE SW
1/4 OF SEC. 7, T6S, R7E, SBM,
AS SHOWN ON A RECORD OF SURVEY,
RS 67/76, RECORDS OF RIVERSIDE
COUNTY, STATE OF CALIFORNIA,
BEING N00`06'08" E
PREPARED UNDER THE SUPERVISION OF:
KRIS R. SCHULZE
RCE NO. 46188
DATE:
EXP. DATE 12/31/1998
NO,
DATE
INIT.
APP'V'D
DATE
REFERENCES
REVISIONS
APPROVED BY CITY OF LA QUINTA:
8/Z0/f7
CHRIS A. VOGT, P.E. CIN ENGINEER DATE:
RCE NO. 44250 EXP. DATE 06/30/01
KEITH
INTERNATIONAL
INC.
PALM DESERT DIVISION
-Planning
- Civil
Engineering
-Architecture
- Landscape
Architecture
-Land
Surveying
- Construction
Management
41-865 BOARDWALK * SUITE 101 * PALM DESERT, CA * 92211
(760) 346-9844 * FAX (760) 346-9368
CITY OF LA QUINTA
TRADITION - TRACT 28470-1
PERIMETER WALL CONSTRUCTION PLAN
TITLE SHEET
DESIGN:
TF
CHECK:
KS
DRAFT:
DK
DATE:
APR. 1997
FOR:
DWG No. WL256101
TRADITION CLUB ASSOCIATES L.L.C. SHEET 1 OF 6