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VICINITY MAP
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THOMAS BROS. REFERENCE PACE 5590
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OWNER
7928RANCHOlOAMQNUII�TA C
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1N7T 7, CA 92256
780 7
7747
ENGINEER
W & W DESIGN DEVELOPMENT INC.
79-440 CORPORATE CENTER DRIVE SUITE 107
780 OtJINTA, CA 92253
5Y771-8237 FAX (760) 771-6238
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS MAP
IS THE SOUTH LINE OF THE SW 1/4
OF SECTION 27 AS N89*47'47'E
BENCHMARK:
141
1111' THE CITY OF LA QUINTA5 CALIFORNIA
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NOTE:
TRACT 31681-1 STREET PLAN TO BE REVISED FOR MEDIAN CURB CONTRUCTION
..........
UNDERGROUND SERVICE
IF< MWI
APPROVED FOR PERMITTING
CAM TOM ME
n1-800-
227- 5
2600 TOM NRtMe orX
BUILDING AND SAFETY DIRECTOR
I WORMC. DAYS BEFORE YOU Did CITY OF LA QUINTA
GRADING NOTES:
1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING
REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND
SOILS REPORT NO.: 09305-01
DATED: APRIL 7, 2005
PREPARED BY: EARTH SYSTEMS SOUTHWEST
TELEPHONE NO.: (760) 345-1588
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.
4. 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.
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 27o. 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/wo.
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 SO A.C. OVER
4.5" 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 SOIL
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 IN -PLACE DENSITY,
WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR EACH
TEST. SUFFIC144T MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED
TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE
FIELD TECHNICIAN.
14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND
INSPECTED PRIOR TO PAYING, INCLUDING BUT NOT LIMITED TO THE
FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE.
15. 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.
16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR
SEPARATE BUILDING PERMIT(S).
17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF
STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF
SUBSEQUENT IMPROVEMENT 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.
r
GENERAL NOTES:
PLANNING AND ,ZONING COMPLIANCE
GLAI R. EVANS DATE
COMMUNITY DEVELOPMENT DIRECTOR
CITY 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 THE CITY OF LA QUINTA STANDARD PLANS,
DATE AUGUST 21, 2001, OR LATEST EDITION.
2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO
APPLY TO THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FOR THE
NECESSARY PERMITS AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE
WITH ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF
CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR
PERMITS MAY BE REQUIRED.
3. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY
TO THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN
ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT OF
WAY.
4. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA
QUINTA OR OTHER GOVERNING AGENCIES.
5. 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.
6. 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
UTILITIES.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR
RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.
8. 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 LOCATION SHALL BE APPROVED BY THE CITY
ENGINEER.
9. 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 CIVIL ENGINEER WITH AN R.C.E.
NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR, ONLY.
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 7-000 PM
SATURDAY 8: 00 AM TO 5: 00 PM
WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS.
11. 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.
12. 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.
13. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT.
OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WIT14 THE
WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER
POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM IS A NATIONAL PROGRAM TO
CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE
PROGRAM IS IMPLEMENTED AND ENFORCED BY THE STATE WATER RESOURCES
CONTROL BOARD.
14. THE CITY RETAINS THE RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY,
SUBSEQUENT TO PLAN APPROVAL, BUT PRIOR TO COMPLETION OF THE
IMPROVEMENTS SHOWN ON THESE PLANS, IF ANY NEW STREET IMPROVEMENTS HAVE
BEEN INSTALLED BY THE CITY OR A THIRD PARTY WITHIN THE IMMEDIATE VICINITY
OF THE IMPROVEMENTS PROPOSED BY THESE PLANS THAT IMPACT THE DESIGN
INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY
APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT
COSTS, INCURRED AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY
THE IMPROVEMENT SPONSORS.
I& THESE PLANS ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS
FROM DATE OF APPROVAL THE IMPROVEMENT SPONSOR SHALL BEAR ALL COSTS
ASSOCIATED WITH UPDATING THE PLANS, INCLUDING BUT NOT LIMITED TO DESIGN
AND IMPROVEMENT COSTS, TO AFFECT COMPLIANCE WITH ANY NEW CITY
STANDARDS, ORDINANCES, OR LAWS AND REGULATIONS, ENACTED OR ADOPTED BY
THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN
APPROVAL DATE.
SOILS ENGINEER'S STATEMENT
RE , A, DAESFpR NDJ
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C8VKA ESF1E A0.: h ANCND
DA ? S SODS REPORT
eRC 001
-rA
CITY of LA Q U I N
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4-723
V4.
UPDATED: RIL 7, 2005 Plan Set No.
0709fo
4
No. 2266 :1
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SHALL NOT COMMENCE QNTn AN THE OWNER OR OTHEA "
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PRIVATE ENGINEERING NOTE
SEAL - CITY I AFFRUVW BY:
T y SSO' E. DA rE:
MARK BY DATEPRI DATE BLI 1 ]REVISIONS "0 S D RE( R/ CITY ENGINEER
ENGINEER R.C.E. NO. 45 - EXP. DATE 12-31-08
SEAL - ENGINEE
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No. 26662 ;u
EXP. 3-31 08
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9 Av M9@9 PEWNPURR49 NO
OWDIGINUMG 0 LAND PLANNING
79-44 CORPORATE CEM 0" SUIE 107
QUNTA, CA
Pit (700) M1A-4W FA)b (70700) 771-822
p LLOYD 11AT30N R.C.S. NO. 26662
DATE: ffzl
IN THE CITY OF LA QUINTA CALIFORNIA
TRACT 316$1-1
ALMONTE DRIVE
GATE HOUSE
PRECISE GRADING PLAN
IN SECTION 27s T.8 9.,R.7 A., SBM
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