97044
cErrERaL NOTES THE CITY OF LA QUINTA, IN THE STATE OF CALIFORNIA
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-Planning
INJN T E
HE AGREES TO DE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS
-Civil
Engineering
-,Lrcldsca
FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.
IF DK
-Landscape
Architecture
-Architecture
1.
ALL UNDERGROUND FACILITIES INCLUDING SERVICE LATERALS SHALL BE IN PLACE WITH
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL
-LandPHASE
TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION & PAVING.
REGULATORY, WARNING AND GUIDE SIGNS.
ERC*
THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE RESPECTIVE
S JAN. 1997
UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES
5. STREET NAME SIGNS AND TRAFFIC CONTROL SIGNS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY
TITLE yjjp)
HAVE BEEN INSTALLED AND ACCEPTED.
ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATIONS SHALL BE APPROVED BY
DESERT, CA * 92211
FOR:H
TRADI""ION CLUB ASSOCIAT'hr"S. LI.L.C.
THE CITY ENGINEER.
2.
A SEPARATE PERMIT IS REQUIRED FOR ALL EXCAVATIONS WITHIN EXISTING ROADWAYS AND
TRAVELWAYS. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN
6. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE
CONFORMANCE WITH THE CALTRANS' "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND
PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND REPLACEMENT SHALL BE DONE BY A REGISTERED
MAINTENANCE WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE
CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY.
CITY ENGINEER.
7. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM
3.
ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR
BUILDING CODE, LATEST EDITION, AND
MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTIONS 203-6.3.2 OF THE
SOILS REPORT NO. 444613 _
STANDARD SPECIFICATIONS (GREEN BOOK) NOTED AS FOLLOWS:
DATE, 12-12-96 ®
WEARING COURSE UPPER COURSE): C2 -AR -4000
PREPARED BY .. ®® SLADDEN ENGINEERING
TELEPHONE_____--(714523---0952--q.-. --k
BASE COURSE (LOVE COURSES): B -AR- 4OOO
8. THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS DEPARTMENT 48 HOURS PRIOR TO ANY GRADING,
THE WEARING COURSE SHALL BE A 0.1 FEET THICK; THE BASE COURSES SHALL CONTAIN
BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777 -7075, AND 46 HOURS PRIOR TO
THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. SEVEN 7) DAYS PRIOR
REQUIRING INSPECTIONS.
TO THE COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR
CITY APROVAL A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS
9. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES,
SUCH AS: AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS AND
TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING MATER AND DAMAGE TO ADJACENT
S®VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX.
PROPERTY.
4.
A "TACK COAT" SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE A.C.BASE
10. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY
COURSE, 1F TRAFFIC HAS DRIVEN ON 1T. THE TACK COAT SHALL BE SLOW SETTING
SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FOLLOWS:
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
OCTOBER 1ST TO APRIL 30TH: MONDAY --FRIDAY 7:00 AM TO 5:30 PM
AT THE RATE 0.1 GAL/YD.
SATURDAY 8:00 AM TO 5000 PM
MAY 1ST TO SEPTEMBER 30TH. MONDAY -FRIDAY 6.00 AM TO 7.00 PM
.
NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER
SATURDAY 5.00 AM TO 5.00 PM
SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAY OR FEDERAL. HOLIDAY.
SAFE, DURABLE AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING
IMPROVEMENTS MAY INCLUDE SAVING CUTTING, REMOVAL, REPLACEMENT, CAPPING AND/OR
11. AFTER CLEARING EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR
COLD PLANING, AS NEEDED.
AS RECOMMENDED BY SOILS REPORT.
6.
ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER
12. MAXIMUM CUT AND FILL SLOPES = 2:1.
PAVEMENT INSTALLATION IS COMPLETED,
13. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND
7.
THE: CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS
ABOVE MENTIONED SOILS REPORT.
FOLLOWS. "5' FOR SEWER, "G" FOR GAS, AND "r' FOR ELECTRICAL POWER.
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%.
-STRIPING AND SIGNING NOTES
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
1. ALL. WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC
EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER.
WORKS CONSTRUCTION, LATEST EDITION, AND RIVERSIDE COUNTY STANDARD SPECIFICATIONS AND
STANDARD PLANS, UNLESS OTHERWISE SPECIFIED.
16. ALL STREET SECTIONS ARE TENTATIVE, THE MINIMUM SECTION IS S. A.0/4.5" CRUSHED AGGREGATE
2. TRAFFIC STRIPES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS),
OR CRUSHED MISCELLANEOUS BASE, ADDITIONAL SOIL TLEST MAY BE REQUIRED AFTER ROUGH GRADING TO
DETERMINE EXACT SECTION REQUIREMENTS. CITY ENGINEER TO APPROVE FINAL SECTION.
SHALL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD
SPECIFICATIONS AND STATE STANDARD PLANS.
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
3. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CITY INSPECTOR AT
REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL
760 777-7.075 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING
EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS.
MODEL NOS. OF CITY STENCILS.
18. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING.
4. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATE
INCLUDING, BUT NO LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
STANDARD SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL
CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD SPECIFICATIONS
19. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN
ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS.
APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE.
5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED
20. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE
MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84.3, ENTITLED PAINTED TRAFFIC
TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING
STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS.
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
6. .ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT
MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN.
CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS
PLAN SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING.
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
7. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE
CITY ENGINEER.
CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY
ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING
22. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT.
SHALL BE IMMEDIATELY REMOVED BY MECHANICAL SWEEPING OR HIGH-POWER VACUUM.
23. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE
8. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH
STATE MANUAL OF WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON
ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED
HIGHWAYS, IN ORDER TO ELIMINATE ANY HAZARDS.
AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN
ASPHALTIC PANTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD
24. THE SOILS ENGINEER AND ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL
LEGEND FORM..
DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODES WITHIN THEIR
"ROADSIDE
PURVIEW.
9. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED SIGNS," AS SPECIFIED
IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM
25. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION
USING HIGH INTENSITY GRADE SHEETING WITH 3M #1150 PROTECTIVE OVERLAY FILM OR APPROVED
CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW.
EQUAL. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL--PROOF FASTENERS. CONTRACTOR
SHALL INSTALL ROADWAY SIGNS AND POSTS PER THE SIGN AND POST SCHEDULE ON THESE PLANS
26 THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS
UNLESS OTHERWISE NOTED.
AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE.
10. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR
27. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION
REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL
FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY
CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AND INQUIRY
PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR
IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY
SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY
WORK THAT PENETRATES THE EXISTING SURFACE.
DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES.
11. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEERING DEPARTMENT PRIOR TO
28. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURE AS REQUIRED BY THE
APPLICATION OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS
FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
PRIOR TO LAYOUT.
BENCHMARK: BASIS OF BEARINGS:
RIV. CO. BENCHMARK 103-3--70, TOP THE BEARINGS HEREON ARE BASED
OF CONC. FILLED 1" I.P. ±350' UPON THE WEST LINE OF THE SW
N'LY OF OLD AVE. 52 AND 30' E'LY 1/4 OF SEC. 7, T6S, R7E, SBM,
OF CL OF WASHINGTON AVE., 6' S'LY AS SHOWN ON A RECORD OF SURVEY,
OF POWER POLE #989270 ELEV.=40.11. IRS 67/76, RECORDS OF RIVERSIDE
COUNTY, STATE OF CALIFORNIA,
BEING N0906'08" E
REFERENCES
12. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN PVC SLEEVES
TO FACILITATE REPLACEMENT, WOOD POSTS SHALL HAVE 12" X 12" CONCRETE FILLED BLOCKOUTS
AROUND THE POST.
CONSTRUCTION NOTES
NO. DESCRIPTION
REMOVE TEMPORARY TURN AROUND.
2 CONSTRUCT 37AC PAVEMENT OVER 4-1/27CRUSHED AGG. BASE. ACTUAL
COMBINED THICKNESS OF BASE AND SURFACE TO BE DETERMINED BY SOIL
TEST. DIMENSIONS AND SLOPES PER SECTION ON SHEET 1.
CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD
NO. 200 MODIFIED AS SHOWN IN DETAIL ON SHEET 8.
4 CONSTRUCT CROSS GUTTER PER COUNTY OF RIVERSIDE STANDARD
NO. 209 AND 209A. WIDTH ® 10'.
5 CONSTRUCT CURB OPENING PER DETAIL SHEET 8. WIDTH PER PLAN
6 CONSTRUCT CONCRETE DRIVEWAY APPROACH PER COUNTY OF
RIVERSIDE STANDARD NO. 207. DRIVEWAY WIDTH PER PLAN.
SEE DETAIL ON SHEET INDICATED.
CONSTRUCT PCC DIP SECTION PER COUNTY OF RIVERSIDE
STANDARD 307. PCC CUT-OFF WALL PER PLAN,
MODIFY CROSS SLOPE TO CONFORM TO PROFILE.
FOOTING DEPT 4.0'
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8 CONSTRUCT STREET NAME SIGN PER 19144 OF 601 QUINTA
T-111 A
CONS CT STO GN, STO AR ,( NSIGNI ER
DET N SHE R1 M BE 24 .
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10 CONSTRUCT STREET END BARRICADE PER COUNTY
OF RIVERSIDE STANDARD 810.
GCONSTRUCT CURB INLET CATCH BASIN PER COUNTY
OF RIVERSIDE STANDARD 300. W AND V PER PLAN.
12 CONSTRUCT ASPHALT CONCRETE DIKE, 6" FACE, PER
COUNTY OF RIVERSIDE STANDARD 212.
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C I T Y 0 F L A Q U I N T
DESIGN: DRAFT-.
-Civil
Engineering
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TRADITION- TRACT28470-2IMRNAIIONAL
IF DK
-Landscape
Architecture
-Architecture
CHECK: DATE:
-LandPHASE
2 ON-SITE
ERC*
Surveying
-Construction
S JAN. 1997
PALM DESERT DMSION
Management
TITLE yjjp)
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AWG No. ST2 20
41-665 BOARDWALK * SUITE 101 * PALM
(760) 346-9644 * FAX (760) 346-936€
DESERT, CA * 92211
FOR:H
TRADI""ION CLUB ASSOCIAT'hr"S. LI.L.C.
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