MBA 2019-0003 to SDP 2017-0013 SilverRock Temporary Clubhouse (06.25.2019)
June 25, 2019
Mr. John Gamlin
Sofia Investments/RGC
3551 Fortuna Ranch Road
Encinitas, CA 92024
SUBJECT: MODIFICATION BY APPLICANT 2019-0003
SILVERROCK TEMPORARY CLUBHOUSE
Dear John:
The Design and Development Department has reviewed your request for a
modification to the approved Site Development Permit 2017-0013 for the
temporary clubhouse and cart barn facilities at the SilverRock Resort . The
modifications include site design, parking areas and the size of the clubhouse. It
has been determined that said plan modifications are minor, will not result in a
significant change in the project as approved by the decision making authority,
and comply with the spirit and intent of the SilverRock Specific Plan. Therefore,
the design modification is approved as shown on the attached exhibits, subject to
the following conditions of approval:
1. The applicant shall secure building permit approval from the Building division prior to
the initiation of any work.
2. Plans shall be prepared for permitting to the applicable code at the time of submittal.
3. All fire protection systems will need to have current testing and maintenance
documentation available for review upon request of the fire department.
4. A final inspection will be required before fire department approval is granted.
5. Approval of signs requires a separate sign permit(s).
6. Applicant shall comply with all conditions of approval for Site Development Permit
2017-0013.
7. The temporary clubhouse, cart barns and parking areas shall be removed within 18
months of this approval, and no later than December 26, 2020.
Thank you for your attention to these items, and if you have any questions, please contact
me directly at (760) 777-7132 and/or at ncriste@terranovaplanning.com .
Sincerely,
Nicole Sauviat Criste
Consulting Planner
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VICINITY MAP
N.T.S.
GRADING NOTES
1. GRADING SHALL BE IN ACCORDANCE WITH THE GRADING REQUIREMENTS OF THE
UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-14059 17-01-011
DATED FEBRUARY 10, 2017. PREPARED BY:SLADDEN ENGINEERING. =' 760-863-0713.
2. THE SOILS ENGINEER AM THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT
SUPERVISORY CONTROL DURING GRADING TO INISURE 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 AM 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 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 NATIVE
SOIL. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO
DETERMINE EXACT SECTION REQUIREMENTS. THE SOILS ENGINEER SHALL APPROVE THE
FINAL TEMPORARY 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. SUFFICIENT 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 PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING, WATER,
ELECTRIC, GAS, AND DRAINAGE.
15. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING
PERMIT(S).
16. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED
BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT.
IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SILVERROCK RESORT - TEMPORARY CLUBHOUSE
nnnT onnni innovinin i nr nonninin o i iTii iTv ni nn GENERAL NOTES
APPROVED FOR PERMITT G PLANNING & ZONIN COMPLIANCE
A/l
JAMES WIATRA4dl CHERI FLORES DATE
BUILDING OFFICIAL PL#kWNING MANAGER
CITY OF LA QUINTA I CITY OF LA QUINTA
ka 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND LATEST EDITION OF THE STANDARD
tr"AM I D/-Xr`k1N r/-XrNr\11NU LU I Ot U I ILI I T rLI-XINSPECIFICATIONS FOR RELIC WORKS CONSTRUCTION.
CONSTRUCTION contractor agrees that in accordance with generally accepted
construction practices, construction contractor will be required to assume sole
and complete responsibility for job site conditions during the course of
construction of the project, including safety of all persons and property, that
this requirement shall be made to apply continuously and not be limited to
normal working hours, and construction contractor further aggrees to defend,
indemnify and hold design professional harmless from any and all liability, real
or alleged, in connection with the performance of work on this project, excepting
liability arising from the sole negligence of design professional.
BENCHMARK:
CITY OF LA QUINTA BM NO.430D1PJ11TELEVATION = 3.216 (NGVD29)
0 1 "" COPPERWELD MONUMENT STAMPED
LS -98" FLUSH AT THE CENTERLINE
DIAL TWO WORKING
BEFORE DAYS BEFORE
YOU DIG YOU DIG
INTERSECTION OF AVENUE 54 AND
JEFFERSON STREET.
TO OBTAIN PROJECT ELEVATIONS IN
TOLL FREE TELEPHONE: 811 NAVD88 DATUM, ADD 1.564' TO THE
A PUBLIC SERVICE BY ELEVATIONS SHOWN,
UNDERGROUND SERVICE ALERT ELEVATION = 5.467 (NAVD88).
LEGEND
PORTLAND CONCRETE CEMENT .......... PCC
AGGREGATE BASE................................AB
ASPHALT CONCRETE ............................AC
BENCH MARK.......................................BM
FINISHED GRADE..................................FG
TOP OF CURB......................................TC
FINISHED SURFACE..............................FS
HIGH POINT.........................................HP
LOW POINT..........................................LP
GRADE BREAK....................................GB
FLOWLI N E............................................. FL
FINISH FLOOR......................................FF
PAD ELEV.........................................PAD
INVERT...............................................INV.
1
TOP OF DIKE......................................TD
TOP OF WALL.....................................TW
TOP OF RET. WALL ..........................TRW
TOP OF FOOTING.................................TF
TOP OF GRATE...................................TG
DESIGN CONTOUR....... 800
EXISTING CONTOUR.... --------_ 80C
DESIGN ELEVATION..... 99.99
EXISTING ELEVATION.. 99.99)
EXISTING FENCE.........
PERCENT SLOPE........... 2%
REINFORCED CONCRETE PIPE.......................RCP
CAST -IN -PLACE PIPE..................................CIPP
STORM DRAIN...............................................SD
FINISHED SURFACE.......................................FS
POINT OF COMPOUND CURVATURE PCC
WATER SURFACE ELEVATION .......................WSE
TOP OF PIPE...............................................TOP
BOTTOM OF PIPE.........................................BOP
TOP OF MANHOLE.......................................TMH
TRANSITION STRUCTURE..............................TS
JUNCTION STRUCTURE.................................JS
ADVANCED DRAINAGE SYSTEMS..................ADS
EXISTING....................................................... EX
CLEAN OU T.................................................... CO
WATER......................................................... WTR
SANITARY SEWER........................................SS
SERVICE....................................................SERV
TOP OF CLEAN-OUT.................................TOC
PROP. STORM DRAIN
EX. WATER LINE 1N
EX. SEWER LINE
PROPERTY LINE R - -- ---
RIGHT-OF-WAY R/W _
CENTERLINE
SLOPE
3" AC OVER NATIVE
3" CL. 2 AB OVER NATIVE
CONSTRUCTION NOTE O
EASEMENT DATA A
UTILITIES/SERVICES
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
EAND/ORPERMI TS ITPSMAY BEREQUIRED. LFENVIRONMENTAL REGULATIONS DURING TFf
LIFE OF (,INSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDDONAL STIAI 3. THE CONTRACTOR
SHALL OBTAIN
ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. PARCEL 16, \ I F 4.
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. PMB 242/72-87 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.
HE AGES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO o 6. -SILVERROCK WAY=- = -= EXACTLY
LOCATE
ANDPRESERVEANY
AND ALL UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR THE REMOVAL, REPLACEff, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. PARCEL 17,nru-- - - - - - - - - - 7. THE
CITY ENGINEER SHALL APPROVE ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MAfR RS TYPE AND LOCATION. PMB 242/72-87 LJ _ _
8. THE CONTRACTOR SHALL. NOT
DISTURB EXISTING SURVEY MONUMENTS OR I MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND SHEET NUMBER \ \ `--_ _ REPLACEMENT SHALL DE
DOSE BY A (REGISTERED 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 PARCEL 5, ` FM FOLLOWS 3PMB
242/72 87- - - - - _ _ _ _ _ \ r,
OCTOBER 1ST TO APRIL 30THk MOMAY-FRIDAY 7: 00 AM TO 5.30 PM FM FM FM FM FM
F \ ' MAY 1ST TO SEPTEMBER 30TH MONDAY-FRIDAY 6:00 AM TO 7:00 PM v I WORK SHALL BE
PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. ` ` SO \ l PARCEL 6, \ \ - - - - - - - J
10. ALL
TRAVELED WAYS MUST BE CLEANED DAILY OF ALL DIRT, MU), AM DEBRIS DEPOSITED ON THEM AS A RESULT OF THE GRADING OPERATION. CLEANING IS TO BE PMB 242/72-87 \ DONE
TO THE SATISFACTION OF
THE CITY ENGINEER. qj\ 11. ALL CONSTRUCTION AREAS
SHALL BE PROPERLY POSTED AND LIG-LTM IN CONFORMANCE WITH THE STATE MANUAL OF WARNING SIGNS, LIGHTTS, AM DEVICES FOR USE IN F L \ THE PERFORMANCE OF
WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE
THAN 1-ACRE MET OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (LADES) PERMIT. OWNERS/DEVELOPERS 2 \ ARE REQUIRED TO FILE
A NOTICE OF INTENT (NOI) WITH THE WATER RESOURCES CONTROL BOARD (SWRICB), PREPARE A STORM WATER POLLUTION PREVENTION PLAN SWPPP), AND MONITORING PLAN FOR
THE SITE. v \ THE NPOES IS A
NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE 13. THE CITY RETAINS THE
RIGHT TO REQUIRE PLAN REVISIONS, AS NECESSARY, SUBSEQUENT TO FLEW APPROVAL, BUT PRIOR TO COMPLETION OF THE IMPROVEMENTS am 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 PARCEL 1, ` \ C) < \ PROPOSED BY
THESE PLAINS THAT IMPACT THE DESIGN INTEGRITY OF THE IMPROVEMENT PROPOSED IN THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLU)ING, PMB 242/72-87 (n
11 BUT NOT LIMITED TO, DESIGN AM IMPROVEMENT COSTS, INCIMD AS A RESULT OF ANY DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. Q w `\ 14. THESE FLANS
ARE VALID FOR A PERIOD NOT TO EXCEED EIGHTEEN (18) MONTHS FROM DATE OF APPROVAL. THE IMPROVEN NT SPONSOR SHALL BEAR ALL COSTS ASSOCIATED WITH UPDATING THE PLANS,
INCLUDING, BUT NOT LIMITED TO, DESIGN AND IMPROVEMENT COSTS, TO AFFECT C%PL.IANCE WITH ANY NEW CITY STANDARDS, N ORDINANCES, OR LAWS AM
REGULATIONS, ENACTED OR ADOPTED BY THE CITY OR OTHER JURISDICTIONS WITH AUTHORITY SUBSEQUENT TO THE PLAN APPROVAL DATE. PARCEL 17, Q \ 15. CONTRACTOR
SHALL REMOVE AM REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEIN AT JOINTS, OR OTHERWISE DAMAGED, PMB PARCEL 1 , PURSUANT TO
STREET &
HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY PARCEL 18 , BEING DEVELOPED PMB242/72-
87 PARCEL2, 16. GRADING SHALL
BE IN ACCORDANCE WITH THE ENGINEERING GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, M. PMB 24EL 2, 7 544-
14059 17-01-
011, DATED: FEB. 10, 2017, PREPARED BY. SLADDEIV ENGINEERING, TELEPHONE NO. 760-863-0713. 17. THE SOILS ENGINEER AM
THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR
PURVIEW. 18. THE DESIGN CIVIL ENGINEER
SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AM CODE WITHIN HIS PURVIEW.
PARCEL 3, 200 100 0
200 400 600 19. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. PMB 242/72-87 PARCEL
4, 20. THE MAXIMUM CUT AM FILL SLOPES SHALL BE 2: 1. PMB 242/72-87 21.
LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL E7VGINEERR OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AM SCALE: 1 "=200' VERTICAL PLACEMENT
TO PROVIDE REPFRESENTATIVE SAMPLINGS. SHEET INDEX MAP 22. THE
FINAL UTILITY LIFE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 23. THE CONTRACTOR
IS RESPONSIBLE
TO PREVENT SILT CONTAMINATION O' STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY SEE SHEET 3 FOR CONSTRUCTION
THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE REfE]VTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE NOTES AND QUANTITY ESTIMATES PRESENCE
OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 24. THE CONTRACTOR SHALL PROVIDE
WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 25. TRENCH BACKFILL FOR STORM
DRAINS SHALL BE IN CONFORMANCE WITH THE SOILS REPORT NO. 544-14059, 17-01-011, PREPARED BY SLAM ENGINEERING. WATER COACHELLA VALLEY WATER DISTRICT (
760)398-2651 SEWER COACHELLA VALLEY WATER DISTRICT (
760)398-2651 GAS SOUTHERN CALIFORNIA GAS (760)
341-9581 TELEPHONE FRONTIER 1-800-483-
4000 ELECTRICAL IMPERIAL IRRIGATION DISTRICT (800)
303-7756 CABLE T. V. SPECTRUM (760)
340-2225 SOILS ENGINEER ALL GRADING SHALL
BE IN
CONFORMANCE WITH THE SOILS REPORT NO. 544-14059, 17-
01-011, PREPARED BY: SLADDEN ENGINEERING 45090 GOLF CENTER
PARKWAY, SUITE
F INDIO, CA. 92201 760-863-
0713 760-863-
0847 FAX SOILS
ENGINEER'S CERTIFICATE THESE
PLANS CONFORM WITH THE
RECOMMENDATIONS OF THE SOILS REPORT JOB
NO. 544-14059, 17-01-011, DATED FEBRUAF 1' 2017. I
y 2(o 1
BRETT
ANDER DATE BASIS OF
BEARINGS: THE BEARINGS
SHOWN HEREON ARE
BASED UPON THE CALIFORNIA COORDINATE SYSTEM,
CCS 83, ZONE 6, AS
DETERMINED LOCALLY BY THE LINE BETWEEN USC&
GS STATIONS LA QUINTA CS2005 (P491) AND COLLEGE
OF THE DESERT (COTD), (POSITIONS PER
NATIONAL GEODETIC SURVEY, NAD83, EPOCH
2011 00) AS SHOWN ON
THE NATIONAL SHEET INDEX SHEET No. DESCRIPTION
1 TITLE
SHEET 2 & 3
GRADING / UTILITY PLAN
4 & 5 2" SEWER FORCE
MAIN OWNER/DEVELOPER SILVERROCK DEVELOPMENT COMPANY
3551 FORTUNA
RANCH ROAD ENCINITAS,
CA. 92024 760) 634-
6543 CONTACT:JOHN
GAMLIN mWk 777-
490-038 777-
490-
043 777-490-
044 777-490-
049 SITE ADDRESS
79087 AHMANSON LANE
ESSIaN Ir^
NETT Lo y
mum
No. C45389 w ExP •
09/
30/2020
CIVIL t * ENGINEERING _ * A DATE
BY
DESCRIPTION GEODETIC SURVEY
PUBLISHED DATA SHEETS
BEING N.40'16'30.
20"W. R E V I S 1 0 N S SIGNING AND STRIPIING NOTES 1.
CONTRACTOR SHALL FIELD VERIFY
ALL EXISTING STRIPNG WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND
STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE
PER THE PAVEMENT MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY
FHWA. 3. ALL WORK SHALL BE
DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY
OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 4. RAISED
PAVEMENT MARKERS SHALL
BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE.
RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM
CITY ENGINEER. 5. TRAFFIC STRIPES AND MARKINGS
SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO
SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE
STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE
FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS
WITH RADIUS ENDS, LEGENDS, ETC., PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD.
6. THERMOPLASTIC TAPE/MARKINGS SHALL
NOT BE UTILIZED UNLESS APPOVED BY CITY ENGINEER. 7. WHEN STREET IS CURB -
LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE
CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS -I.E. STATIONS AND HALF STATIONS) PLACED
DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING
LAYOUT. 8. ALL TRAFFIC STRIPING AND
PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED
WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED
ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT
ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER.
ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL
OPERATION
SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM
THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS
WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH -POWER VACUUM. 10. SCARRED
PAVEMENT SURFACE RESULTING
FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8
OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE
FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE
OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT
SEALANT. 11. ALL SIGNS SHALL CONFORM
TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE
REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS
OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS.
12. PER GOVERNMENT CODE SECTION
4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE
INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT
1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR
TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE
APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING
DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED
IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD
POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE
USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF
THE ROADWAY SHOULDER. Q OF ESS IO,t
1T/ [Lei Y:l :( i K o99G Fie oz INTERNATIONAL
c7 0 m
No. C36718
M 75-410
Gerald Ford Drive, Suite 100 Palm Desert, CA 92211 s
OIV I\- Q P
60) 346-7481 - MBAKERINTL.COM APP'D DATE 9TF OF
CA05 00 Pq DANIEL KORAVOS RCL NO. C36718, EXP.
6-30-20 ATE: PAVING NOTES 1. ALL UNDERGROUND FACILITIES,
INCLUDING SERVICE
LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL
SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY THE CONTRACTOR SHALL SUBMIT WRITTEN EVIDENCE TO THE CITY ISSUED BY
THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAVE BEEN INSTALLED AND ACCEPTED. 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 CONFORMANCE
WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORKZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED
NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR
OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS,
COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE); PG 70-
10 BASE COURSE (LOWER COURSES): PG 70-
10 THE WEARING COURSE SHALL BE A
0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. 4. MIX DESIGN REQUIRED: SEVEN (
7)
DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE
MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR VOIDS, AND S-VALUE FOR VARIOUS
OIL CONTENTS FOR EACH MIX. TO ENSURE TIMELY APPROVAL, THE CONTRACTOR/SUPPLIER IS ENCOURAGED TO REFER TO LA QUINTA'S DESIGN MIX
APPROVAL CHECKLIST (FORM F082) TO ENSURE ALL REQUIRED LAT TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 5. A TACK COAT
SHALL BE
APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING 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 AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING
IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE,
DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING,
AND/OR COLD PLANING, AS NEEDED. 7. ALL MANHOLES AND VALVE BOX
FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED. ALL CONSTRUCTION SHALL COMPLY WITH THE
2016 CALIFORNIA BUILDING, MECHANICAL, ELECTRICAL, PLUMBING, GREEN BUILDING AND ENERGY CODES
AND THE LA QUINTA MUNICIPAL CODE. ALL NEW CONCRETE CONSTRUCTION SHALL BE
PER CITY OF LA QUINTA STANDARD PLAN NO. 200 PARKING SUMMARY STANDARD PARKING STALLS 88
ACCESSIBLE PARKING
STALLS 4 (1 VAN
ACCESSIBLE) OVERFLOW PARKING STALLS 64 TOTAL PARKING
STALLS 156 APPROVAL BY:
CITY OF LA QUINTA
j I L 3-/-/ BRYA1T W.
MCKINNEY, CITY E EER
DATE R.C.E. NO. 49418, EXP.
09/30/20 DRAWN KE DESIGNED KE JOB NUMBER
152669
SCALE
AS NOTED CHECKED DK
DATE
FEBRUARY
2019 FLOOD
ZONE FEMA FLOOD
ZONE X
PANEL 2242G
SITE ADDRESS: 79-595
AVENUE 52
CITY OF LA QUINTA, COUNTY OF
RIVERSIDE, STATE OF CALIFORNIA S H E E T SILVERROCK RESORT 1 TEMPORARY CLUBHOUSE CART
BARN / OF-5
SHEETS PARKING LOT GRADING AND
UTILITY
PLAN
DWG. NAME TITLE SHEET LOCATED WITHIN SW 1/
4 OF
SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE N0. FOR: CITY OF LA
QUINTA 6A
2-
018 0614
I
1
I a.
ID E DOL
20 10 0 20 40 60
J . i C r I J J P j\/J 8 2 /1 2 1 1 2 J
1 SCALE: 1"=20
28
35; 28
36.8FG __._ __._37} ~--...--- 37.00INV
9 (38} 37}---_ _ 1 GOLF COURSE . _ .__ _ __. _ _ 37.50INV 35}-
1
36.4FG ~-'
36 GB
N52°37'07"W 485.31'.-.__._._..__._ _..... _.___.__ _.___-._.___,
GOLF COURSE
37}
1 ,.
R 9 _(3$} , _ ----
N57° 17' 14"W 463.02' -``
1 moo. 36.9FG (
39 H
9
37. 1. 31 - 26 { 40
1 R -.. ,-I -- - I----+1-1- 1'--I L 36.9 FG 38.3 '-
FL FG
1.32 ----,I-+I-- -I IF-I--I i--I IF-- I-I---I-d-- F-+I----It--+I I--I EP W
39.3 1.00 39.5 1.00% 40.03
1rFS
40.35 40.53 1.00% 40. 1.51 % 39.31 GOLF SHOP RESTROOMS 7
37.32TC0 1.51 %
7
36.88TC0 36. 1 -- FG-GB
FG FG$ EP FS I EP-HP EP-GB EP ; F=40.20 34.06INV 33.47 NV EP W
FG 4 FG 21
2 40.07
16 14
39.87
26
w 14 (
VERIFY FF HE I GHT W/ AR I ES BLDG . W K .)
S
0 IFS00 L=29.2' 6 r.
I _FS. GeRELOCATED CART BARN S_ % g9x19PARKINGI ( I ( I I o -2 0 ,b O \;ZF STALLTYP3 (
TYP) 39.81 40.00 1 r 12 5 40.10 ae \ I M 40.31 do 45 Q w 5 (n 39.
40 Wy 2
U_* GB 1.56% 9
r,' w
38.02TD 6,,
w
W
37.
52FS EP Z_ 27
SEE BLDG. PLANS 38.31 _ 37.
70INV FOR
RAMP DETAILS EP U 8.
3% MAX.) 38.96TD '38
46" IQ 16 014
37.42 0 001
9 EP 1000 11.
79%
oo°oa38.91,
So k& 23 a_ 39.
6 L 39.
3 40.
0 ,1 FG
FG I 9
FG
0.99 40.
3
400 FG O PROPOSED
STREET
ELEVATION
r,
V 3. 1
38 37 PER MASS GRADING
PLAN (TYP) A H M A N S O N LANE. A J ( 36 34
I , lam, r
E r /
ST
J 1l ` rt
000V V ` 1
GOLF COURSEN30°55'16"E ° 5 52 %' 1 CURB 8.72 21 1
T BEGIN
AC PAVING
10 JOIN EXIST. X-
GTR: 36_ 35.00EP EP
36.07 1.
47% _. ,l '1 1 n EP 20 6.
68EP
1 12VAT MAIN 0 1 CONSTRUCTION NOTES
W 0 "TD $ 23 14 N A
n X-GTR AND O1 PROTECT IN PLACE
EXISTING SPECIFIED ITEM 25 3" STEEL PIPE (48"
LONG) 37.21TD SPANDREL: - r.. `5 cu O CONSTRUCT
3 CLASS
II AGGREGATE BASE OVER COMPACTED NATIVE SOIL WITH BINDER CONCRETE FILLED 336.00 5 1 47%
34.93 1
SEWER FORCE
MAIN ; LEGEND W W 14 \6.
71FS \ EP ;
EP
22 O3 PAINT 4" WIDE SINGLE
WHITE STRIPE PARKING STALL LINES PER DETAIL SHOWN ON SHEET 3 (JJ % S w w -- BEGIN AC PA
V I NG_ ` PAINT 4" WIDE SINGLE WHITE
STRIPE DRIVEWAY / PARKING LOT LINE 1 / / 18 EXIST. X-GTR A.
C.
PAVEMENT W d-
3/8 DIA . STEEL CABLE
Z N-,I\ JOIN ` \ O5 INSTALL 1" WATER
SERVICE
LINE, INCLUDING ALL APPURTENANCES oo _ ,' INSTALL 6" SDR-35 PVC
SEWER LATERAL AT 1.0% MINIMUM FINISH GRADE = L-82 7'
S / \ 6 _.._
A.C. REMOVAL
C)
S=
5.16% 34.42TC0 7 \ 7 INSTALL 6" SDR-
35PVCSEWERCLEANOUTTOGRADE \ r \ \ \ 0 ) A I I
Q
29.
21 I NV INSTALL 12" D.I.P.
WATER MAIN, INCLUDING ALL APPURTENANCES (INSTALLED BY CVWD) _ I `r' \ \ CD UTILITY X-ING ,, \ -- INSTALL " "
3 8DIA. STEEL BARRIER
CABLE WITH 3DIA. STEEL PIPE AT 30' O.C. PER DETAIL SHOWN ON SHEET 2 31.10BOP-WTR \ \ \ 0 EXISTING BLOWOFF ASSEMBLY BY CVWD ( a
f CLASS II AGGREGATE BASE L
29.
56INV-SWR EX. PAVING 10 REMOVE E ( ) CONCRETE FOOTING 11 INSTALL
TEMPORARY OMNI LIGHT
POLE FIXTURE
WITH 30" HIGH RAISED CONCRETE BASE \ \ 12 INSTALL BRASS WATER SPIGOT 15" ADA
PATH OF TRAVEL L=80
O'
g 14 CONSTRUCT 3
A.C. PAVING OVER
COMPACTED NATIVE SOIL S=2.00%.. \ 33 0 '• 15 INSTALL ACCESSIBLE PARKING SPACES
S IGNAGEANDMARKINGSPERDETAILSHOWNONSHEET3DIA . NUMBER OF PARKING STALLS PWM 1
16 INSTALL 36" WIDE TRUNCATED
DOMES PER 2016CBCREQUIREMENTS ® EASEMENT DATA PG Q 10` QP ^\_ ` a 17 INSTALL CONCRETE WHEEL STOPS PER DETAIL SHOWN
ON SHEET 3 9 BARRIER CABLE AND PIPE ti o P`' ti 0 35.36TC0 "'\ S p pp Q 7 JOIN EXIST WATER
LINE \ ' NO SCALE 0 \ 18 INSTALL R 1 STOP
SIGN PER CALTRANSSTANDARDSv 'PSS 27.61INV 2" WTR GOF ` 19 INSTALL 6
A.C.
DIKE PER
CITYOFLAQUINTASTD. DWG. NO. 204 ' - SERVICE c, 1 1 15 IRR. LINE\ 20 INSTALL 6
BLOWOFF ASSEMBLY PER CVWD STD.
DWG. NO. W-23 (INSTALLED BY CVWD) 21 INSTALL 6" FIRE HYDRANT ASSEMBLY PER CVWD
STD. DWG. NO. W-33A (INSTALLED BY CVWD) ' 1_4 22 0 1 6" SEWER REMOVE AND DISPOSE
OFEXISTING
A.C. PAVING
TO LIMITS SHOWN ON PLAN / r EASEMENTS IN FAVOR OF CITY OF LA QUINTA
FOR PUBLIC UTILITY PURPOSES OVER PARCEL 'K' L=80.0 ' 6 S ` 23 CONSTRUCT 2' LONG TRANSITION FROM 6"
A.
C. DIKE TO 0" A.C. DIKE (AHMANSON LANE) , AND A PORTION OF PARCEL "I' (SILVERROCK WAY), AS SHOWN AND % S=2.16% DEDICATED ON PARCEL MAP NO. 33367, PER MAP
FILED IN BOOK 224, PAGES 24 THROUGH 24 PAINT 96" WIDE ACCESS AISLE WITH 4"
WIDE WHITE STRIPE BORDER AND HATCHED LINES (36" MAX) AS SHOWN ON PLAN 39, INCLUSIVE, OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE 2" LAKE AERATION LINE REDUCERS INSTALLED BY CVWD)COUNTY, STATE OF CALIFORNIA,
WITHIN THIS PARCEL MAP,
RETAINED AND SHOWN HEREON. 25 INSTALL 12 TEE WITH 2-12 GATE
VALVES AND 2-12 x6 RED ( 30.80TC0° E EASEMENTS IN FAVOR OF CITY OF LA
QUINTA
FOR PUBLIC STREET AND UTILITY PURPOSES 7 26 INSTALL 6 ABS DRAIN LINE (1.0%
MIN. SLOPE) OVER PORTIONS OF PARCELS *1* AND 'J' (SILVERROCK WAY), PARCEL 'L' ('B' STREET), 25.88I NV 27 JOIN EAV)I1Nb SEWER INSTALL 12" SQUARE
AREA
DRAIN PER NDS-1200
AND 1210 (OR APPROVED EQUAL) AND PARCEL 'M" ("a' STREET), AS SHAND DEDICATED ON PARCEL MAP No. 33367, PER LINE (VERIFY LOCATION),, MAP FILED IN BOOK 224, PAGES
24 THROUGH 39, INCLUSIVE, OF PARCEL MAPS IN THE ' rr r r OFFICE OF THE COUNTY RECORDER OF
RIVERSIDE COUNTY, STATE OF CALIFORNIA, WITHIN THIS r-. l jl 28 INSTALL 8 MIN. DIAMETER RIVER
ROCK
SPILLWAY (4x8MIN.) PARCEL MAP, ABANDONED AND NOT SHOWN HEREON. r 1 6" SEWER t FOR REFERENCE ONLY (SEWER
IMPROVEMENTS)
NOTE:SEPARATE PLUMBING APPROVAL
AND PERMIT REQUIRED FOR SEWER
IMPROVEMENTS SHOWN) TL51BENCHMARK: BASIS OF BEARINGS: APPROVAL BY: CITY OF LA
QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T CITY OF LA QUINTA BM NO.430 THE BEARINGS SHOWN
HEREON ARE BASED pFESS/OMichael ELEVATION = 3.216 (NGVD29) UPON THE CALIFORNIA COORDINATE SYSTEM, IOQ ql SILVERROCK RESORT DH_0 1 J" COPPERWELD MONUMENT
STAMPED CCS 83, ZONE6,
AS DETERMINED LOCALLY ` KO99 I N T E R N A T I 0
N A L _ TEMPORARY CLUBHOUSE CART BARN I 5 2 LS -98" FLUSH AT THE CENTERLINE BY THE LINE
BETWEEN
USC&GS STATIONS LA o z C OF SHEETS DIAL TWO WORKING CZ,INTERSECTION OF AVENUE 54 AND QUINTACS2005 (P491) AND COLLEGE
OF L No. N 75-410 Gerald Ford Drive, Suite 100 PARKIN LOT
GRADING
AND UTILITY PLAN DWG. NAME BEFORE DAYS BEFORE G YOU DIG I' YOU DIG JEFFERSONSTREET. THE DESERT (COTD), (
POSITIONS PER * * Palm Desert, CA-7481 BRYAI W. M9418, Y, CITY t ER DATE Phone: 760
346-7481 MBAKERINTL.COM R.C.E. NO.
49418, EXP. 09/30/20 TO OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH
J'j. OIV1 Q > PLAN SHEET TOLL FREE TELEPHONE: 811 NAVD88DATUM, ADD 1 .564' TO
THE 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE q F OF CAI FDRAWN KE DESIGNED KE JOB NUMBER 152669 LOCATED WITHIN SW 1/
4
OF
SEC. 5 & NW, NE &
SE 1/4 OF SEC. 8, T.6S. ,R.7E. , S.B.B.& M. FILE N0. A PUBLIC SERVICE BY ELEVATIONS SHOWN, GEODETIC SURVEY PUBLISHED
DATA SHEETS "
a7 l SCALE CHECKED DATE FOR: UNDERGROUND SERVICE ALERT ELEVATION = 5.467 (NAVD88) .
BEING N.40°16'
30.20"W. R E V I S 1 0 N S DANIEL KORAVOS RCE NO. C36718, EXP. 6-30-20 DATE: AS NOTED DK FEBRUARY2019 CITY OF LA QUINTA
1?I*
E P PN
cri
Lr Raw
1 AC PAVING
106
LLJ
ASS
TYP) 3
4" IRRIGATION LINE 1 8" SEWER MAIN
18" WATER MAIN-
PPN1N0 C,
D I"` '--_,
OLD _
w (
Typ)\ EXIST INO P'0 Y, . Vj
R,W OLD "`'/!y \ TYP) 3 /
f-,-- •..,.. __ _ "
EXISTING ~
1~
G A. C. P AHMANSON LANE (TYP) 3 _--- a
1 U.G. ELEC. _ , — E < 20
N -- — — 12" WATER MAIN 1 o
TROLLED CURB 1/ys ._. _..___. 30 M I N . ( TYP)
1 ROLLED CURB
8" SEWER MAINEF. D _. _ .. H1) ,
N34 3 - ,`Q1
r
1 18 WATER MAIN N 3 (TYP )
43 {
178.177, _._ _ — Tye _. _ _ ' U . G . ELEC .
u W _ E= __` U . G . ELEC .
TYP) 3 _ R/ _ -
o ' _.._--- 19 R, lL' \ 4
AN EASEMENT OF UNSPECIFIED WIDTH FOR PUBLIC UTILITIES
0
INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN SIERRAS POWER " ='2 - a 5p 0`
COMPANY, RECORDED 2-24-26, IN BOOK 664, PAGE 337 4
0 25' 28' 25" R=769.00 L=3 1.90 -
f - AN EASEMENT OF UNSPECIFIED WIDTH FOR POLE LINES AND - -
INCIDENTAL PURPOSES IN FAVOR OF SOUTHERN SIERRAS POWER
COMPANY, RECORDED 3-28-29 , IN BOOK 804, PAGE 100
AN EASEMENT OF UNSPECIFIED WIDTH FOR PUBLIC UTILITIES &
a0622EINCIDENTALIDENTALPURPOSESINFAVOROFNEVADACALIFORNIAELECTRIC _ ~ 7 ' `
1 N26 —ti 15 •,
4_. ~ - •. - . PARCEL 1 PMB 24 /72-87 -`r- ~\ 124.96' COMPANY RECORDED 12 10,
10
21-37 PER BOOK 353PAGE 282 1 -~-a" 1f ,
P A
CONSTRUCTION
NOTES D
PROTECT IN PLACE EXISTING SPECIFIED ITEM @3
PAINT 4" WIDE SINGLE WHITE STRIPE PARKING STALL LINES PER DETAIL SHOWN ON SHEET 3 CONSTRUCTION
NOTES QUANTITIES UNIT QTY. D
PROTECT IN PLACE EXISTING SPECIFIED ITEM LS 1 O
CONSTRUCT 3" CLASS II AGGREGATE BASE OVER COMPACTED NATIVE SOIL WITH BINDER SF 35,141 O
PAINT 4" WIDE SINGLE WHITE STRIPE PARKING STALL LINES PER DETAIL SHOWN ON SHEET 3 EA 152 PAINT
4" WIDE SINGLE WHITE STRIPE DRIVEWAY / PARKING LOT LINE LF 885 5
INSTALL 1" WATER SERVICE LINE, INCLUDING ALL APPURTENANCES LF 543 INSTALL
6" SDR-35 PVC SEWER LATERAL AT 1.0% MINIMUM LF 277 U7
INSTALL 6" SDR-35 PVC SEWER CLEANOUT TO GRADE EA 5 INSTALL
12" D.I.P. WATER MAIN, INCLUDING ALL APPURTENANCES (INSTALLED BY CVWD) LF 13 INSTALL
3/8" DIA. STEEL BARRIER CABLE WITH 3" DIA. STEEL PIPE AT 30' O.C. PER DETAIL SHOWN ON SHEET 2 LF 550 10
REMOVE EXISTING BLOWOFF ASSEMBLY (BY CVWD) 11
INSTALL TEMPORARY OMNI LIGHT POLE FIXTURE WITH 30" HIGH RAISED CONCRETE BASE 12
INSTALL BRASS WATER SPIGOT EA 1 13
NOT USED 14
CONSTRUCT 3" A.C. PAVING OVER COMPACTED NATIVE SOIL SF 32,068 15
INSTALL ACCESSIBLE PARKING SPACES SIGNAGE AND MARKINGS PER DETAIL SHOWN ON SHEET 3 EA 4 16
INSTALL 36" WIDE TRUNCATED DOMES PER 2016 CBC REQUIREMENTS SF 285 17
INSTALL CONCRETE WHEEL STOPS PER DETAIL SHOWN ON SHEET 3 EA 4 18
INSTALL R1 STOP SIGN PER CALTRANS STANDARDS EA 1 19
INSTALL 6" A.C. DIKE PER CITY OF LA QUINTA STD. DWG. NO. 204 LF 184 20
INSTALL 6" BLOWOFF ASSEMBLY PER CVWD STD. DWG. NO. W-23 (INSTALLED BY CVWD) EA 1 21
INSTALL 6" FIRE HYDRANT ASSEMBLY PER CVWD STD. DWG. NO. W-33A (INSTALLED BY CVWD) EA 1 22
REMOVE AND DISPOSE OF EXISTING A.C. PAVING TO LIMITS SHOWN ON PLAN SF 309 23
CONSTRUCT 2' LONG TRANSITION FROM 6" A.C. DIKE TO 0" A.C. DIKE EA 4 24
PAINT 96" WIDE ACCESS AISLE WITH 4" WIDE WHITE STRIPE BORDER AND HATCHED LINES (36" MAX) AS SHOWN ON PLAN EA 1 25
INSTALL 12" TEE WITH 2-12" GATE VALVES AND 2-12%6" REDUCERS ( INSTALLED BY CVWD) LS 1 26
INSTALL 6" ABS DRAIN LINE (1.0% MIN. SLOPE) LF 134 27
INSTALL 12" SQUARE AREA DRAIN PER NDS-1200 AND 1210 (OR APPROVED EQUAL) EA 3 28
INSTALL 8" MIN. DIAMETER RIVER ROCK SPILLWAY (4' x 8' MIN.) SF 64 NOTE:
QUANTITIES SHOWN ARE ESTIMATES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING HIS OWN ESTIMATES FOR BID PURPOSES. NOTE:
SEPARATE PLUMBING APPROVAL AND PERMIT REQUIRED FOR SEWER IMPROVEMENTS SHOWN 30
15 0 30 SCALE:
1"=30' 60
90 PARCEL
RCr *, PNIB / 8 ,ter
01
ACCESSIBILITY
SIGN PER SEC.
1109A.8.8 (TYP.) r TRUNCATED DOMES 0
0 > ; r, 0 0 0 0 0 0 0 0 0 0 0 s
o 0 0 0 0 0 0 o_Q o 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 O C` O O"O 0 0 0 0 0 0 0 0 0600600610 0 0 0 0 0 0 O O O Q O C D
O O C O O O OIZ> 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O 0
D -" .., O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 O O O O O C 0000C000000O > 0 0 O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 O
O o (O O O ;, O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O C O
O O O f O O O O O O O O O O O O O O O O p O O O O O O O O O 0
0000000 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O C Dn
0,of,O0000000) 000lOOOD 000000000000000000000000000000 0-0- - 000000-0O000000 0O0C BLUE
BACKGROUND PAINT 3' MIN. WHITE
LETTERING 12"
HIGH EXIST.
ROLLED J / CURB (
PROTECT) NO
SCALE 2%
MAX. SLOPE IN ANY DIRECTION WITHIN
ACCESSIBLE PARKING STALLS
AND ACCESS ISLES INTERNATIONAL
SYMBOL OF ACCESSIBILITY SA)
PAVEMENT MARKING n
ACCESSIBLE PARKING STALLS MARKI dP _
e-
ROLLED
CURB STALLS
8"
x12" 18L119. REFLECTIVE VRCELAIN
ENAMEL STANDARD ACCESSIBLE
PARKING" SIGN V/
TH IDENTIFICATION SYMBOL & ADDITIONAL
LANGUAGE OR AN 4DD17IONAL
SIGN BELOW THE SA
SIGN SHALL STATE UINIMUM
FINE .f250", BOLT TO OST &
PROVIDE TELEPHONE VUMBER
X
12 x 186A. EFLECTTVE
PORCELAIN ENAMEL 7GNAGE
STATING VAN ARKING
ONLY' KNISH
GRADE PARCEL
181 t PMb
242/72-87 3
W 1W PARKING STALLS NO
SCALE Unauthorized"
vehicles parked in designated accessible
spaces not displaying distinguishing placords
or special license plates issued for persons
with disabilities will be towed away at the
owner's expense. Towed vehicles may be reclaimed
at: or
by telephoning ____ --------- WHITE
ON BLUE BACKGROUND III
MIN. LETTER ARKIN.
A"i It
L
11! ^^^^^'^' HEIGHT OF d ....,...,.,.,..
INCH ONL_
Y_ VAN
ACCESSIBLE SIGN (R99A) LSA
PARKING SIGN (R99) 12"x8" SITE ENTRANCE SIGN (RIO08) 12
x 18" NOT TO SCALE 17 x22" MIN. NOT
TO SCALE NOT TO SCALE NOTE
ALL
ACCESSIBLE PARKING SIGNAGE, STRIPING AND SURFACE
IDENTIFICATION MARKINGS SHALL BE PER 2016
CBC. v
NO SCALE PER
2016 CBC FIG. 11 B-502.3.3 O
BENCHMARK:
BASIS OF BEARINGS: APPROVAL BY: CITY OF LA QUINTA CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T TCITY
OF LA QUINTA BM N0.430 THE BEARINGS SHOWN HEREON ARE BASED OFESS/pMichael Baker SILVERROCK RESORT ELEVATION = 3.216 (NGVD29) UPON THE CALIFORNIA COORDINATE SYSTEM, o QR
N9l 3 14" COPPERWELD MONUMENT STAMPED CCS 83, ZONE 6, AS DETERMINED LOCALLY ` K A9 I
N T E R N A T I 0 N A L TEMPORARY CLUBHOUSE CART BARN I 5 LS -98" FLUSH AT THE CENTERLINE BY THE LINE BETWEEN USC&GS STATIONS LA z OF SHEETS DIAL
TWO WORKING w m BEFORE
DAYS BEFORE INTERSECTION OF AVENUE 54 AND QUINTA CS2005 (P491) AND COLLEGE OF No.C36718 75-410 Gerald Ford Drive, Suite 100 PARKING LOT GRADING AND UTILITY PLAN DWG. NAME JEFFERSONSTREET. Palm Desert, CA 92211 BRYA W. MCKINNEY, ENGINEER DATE YOU
DIG YOU DIG THE DESERT (COTD), (POSITIONS PER * * TO
OBTAIN PROJECT ELEVATIONS IN NATIONAL GEODETIC SURVEY, NAD83, EPOCH CIVIV Q Phone: (760)346-7481 • MBAKERINTL.COM R.C.E. N0. 49418, EXP. 09/30/20 PLAN SHEET TOLL
FREE TELEPHONE: 811 NAVD88 DATUM, ADD 1 .564' TO THE 2011.00) AS SHOWN ON THE NATIONAL DATE BY DESCRIPTION APP'D DATE OF CA0 DRAWN
KE
DESIGNED
KE JOB NUMBER 152669
LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M. FILE
NO. A
PUBLIC SERVICE BY ELEVATIONS SHOWN, GEODETIC SURVEY PUBLISHED DATA SHEETS --- coG /
SCALE
CHECKED FOR: UNDERGROUND
SERVICE ALERT ELEVATION = 5.467 (NAVD88) . BEING N.40' 16'30.20"W. R E V I S 1 0 N S DANIEL KORAVOS RCE N0. C36718, EXP. 6-30-20 DATE: DATE
AS
NOTED DK FEBRUARY2019 CITY OF LA QUINTA
I PROFILE SCALE:
x HORIZ: 1" = 40'
1,11
VERT: 1" = 4'
ow
o
J-
H
Z
w
30
r- ool
I G U FA E 6 PIPE
z
L
d
X. F I N I HE
I PIP--
0 2020lz
y4
ECD
z
INV 1
oOz
W
o
o
z S 0. 00 iri oo S 0.113
17 0 30 N C
0EXI
I E
SEWER
D E I F L CA ION Z
rno
o r`
NIA rn Oz
OOO Q*
L01
21
g{
O> o
I
ACfOR; UNDER D I RE T I
N 1 I
o ooCNT
10 TEX- Z 10o
SEWER AND IN TALL
Y
5
0
o
N
I
I
I
r
C
t '.. __. —. _._ .. I —
AW#A C9 0) SEE M I N
LL L-
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
40 20 0 40 80 120
SCALE: 1"=40'
s .
4
i
tu
FURNISH AND INSTALL 29 FORCE SEWER MAIN -- o
e
y wV)
r Q Q
i .11+92.21 INSTALL _ r fr
13 16 17 19 Zt45° BEND 2
1 +82 INSTALL f;, 20+91.35 INSTAL1 ° 21 BEND _ e
22.5 BEND '` ` `
11 25
S
s
S , a •
i
00
gyp 10+97.14 INSTALL F
y
IGRINDERPUMPMHr
a
A
M _..
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3 INSTALL ENVIRONMENTAL 1 (E-ONE) H-20 GRINDER/PUMP MANHOLE (MODEL 2015) OR APPROVED EQUAL
5 SAWCUT, REMOVE AND DISPOSE OF EXISTING 8" SEWER MAIN
BENCHMARK: BASIS OF BEARINGS: DRAWN
FA / KE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T
D T
o
CITY OF LA QUINTA BM NO.430
ELEVATION - 3.216 (NGVD29)
LS
THE BEARINGS SHOWN HEREON ARE BASED UPON THE
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CHECKED
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BEFORE DAYS BEFORE
1 1/2" COPPERWELD MONUMENT STAMPED - 98"
FLUSH AT THE CENTERLINE INTERSECTION OF
DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS
STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF
o o, m
cwc No. C36718 M 75-410 Gerald Ford Drive, Suite 100 PLAN AND PROFILE
OF SHEETS
DATE
YOU DIG il',
1
YOU DIG AVENUE 54 AND JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER NATIONAL
GEODETIC SURVEY, NAD83, EPOCH 2O11.00) AS SHOWN
FEBRUARY2019 Palm Desert, CA92211
J'j c \\ Phone: (760) 346 7481 MBAKERINTL.COM SST R I G
STA. 10+05.80 TO STA. 21+00.00
DWG. NAME
JOB NO.
TOLL FREE TELEPHONE:811 TO OBTAIN PROJECT ELEVATIONS IN NAVD88
DATUM, ADD 1.564' TO THE ELEVATIONS SHOWN.
ON THE NATIONAL GEODETIC SURVEY PUBLISHED DATA
SHEETS BEING NORTH 40'16'30.20" WEST
152669
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LOCATED WITHIN SW 1/4 OF SEC. 5 & NW, NE & SE 1/4 OF SEC. 8, T.6S.,R.7E., S.B.B.& M.
DATE BY DESCRIPTION APP'D DATE FILE N0.
SCALE
AS NOTED R E V I S 1 0 N S
FOR:
CITY OF LA QUINTA
A PUBLIC SERVICE BY
ELEVATION = 5.467 (NAVD88)
S
UNDERGROUND SERVICE ALERT DANIEL KORAVOS RCENO. C36718, EXP. 6-30-20 DATE:
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CONTRACTOR SHALL FIELD VERIFY LOCATION
OF EXISTING 2" FORCE SEWER MAIN PRIOR TO
CONSTRUCTION
f
I
CONSTRUCTION NOTES
1 FURNISH AND INSTALL 2" HDP SDR-11 FORCE MAIN W/ METAL IDENTIFICATION TAPE PLACE OVER PIPE
4 SAWCUT, REMOVE AND DISPOSE OF EXISTING 2" HDP SDR-11 FORCE SEWER MAIN
28+00 29+00
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20 0 40 80 120 SCALE:
1"=40' BENCHMARK:
BASIS OF BEARINGS: DRAWN FA /
KE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA S H E E T DCITY
OF LA QUINTA BM NO.430 DESIGNED QROFESS/4 - Baker PRIVATE ON -SITE 2" SEWER FORCE MAIN ELEVATION -
3.216 (NGVD29) THE BEARINGS SHOWN HEREON ARE BASED UPON THE FA / KE p ` K
WATER 5 CALIFORNIACOORDINATESYSTEMCCS83ZONE6ASCHECKED ' ' Aq SILVERROCK RESORT PHASE 2 - P.M. NO. 37207 DIAL
TWO WORKING 1 1/2" COPPERWELD MONUMENT STAMPED "LS - 98" DETERMINED LOCALLY BY THE LINE BETWEEN USC&GS DIK o 2 m IN T E R N A T I 0 N A L OF 5 SHEETS BEFORE
DAYS BEFORE FLUSH AT THE CENTERLINE INTERSECTION OF STATIONS LA QUINTA CS2005 (P491) AND COLLEGE OF DATE No.C36718 75-410 Gerald Ford Drive, Suite 100 PLAN AND PROFILE YOU
DIG !,' YOU DIG AVENUE 54 AND JEFFERSON STREET. THE DESERT (COTD), (POSITIONS PER NATIONAL FEBRUARY2019 * * Palm Desert, CA92211 STA.
21+00.00 TO STA. 27+55.74 DWG.
NAME GEODETIC
SURVEY, NAD83, EPOCH 2O11.00) AS SHOWN JOB NO. J'jC1W. Phone: (760)3467481-MBAKERINTL.COM "/STRIG TOOBTAINPROJECTELEVATIONSINNAVD88ONTHENATIONALGEODETICSURVEYPUBLISHEDDATA1526699P LOCATED WITHIN SW 1/4 OF SEC. 5 & NW NE & SE 1/4 OF SEC. 8 T.6S. R.7E. S.B.B.& M. TOLLFREETELEPHONE:811 F Fo e " OF (,A _' d DATE BY DESCRIPTION APP'D DATE FILE N0 DATUM, ADD 1.564 TO THE ELEVATIONS SHOWN. SHEETS BEING NORTH 40 16 30.20 WEST -' \ APUBLICSERVICEBYELEVATION =
5.467 (NAVD88 SCALE
AS
NOTED' If-
FOR: CITY
OF LA QUINTA UNDERGROUNDSERVICEALERTDANIELKORAVOSRCENO. C36718, EXP. 6-30-20 DATE: I R E V I S 1 0 N S i I I
SALES & INVENTORY CENTER11450 MISSION BOULEVARDMIRA LOMA, CA 91752(951) 360-6600FAX (951) 360-662224X40 BOFFICE
**ALL DIMENSIONS ARE NOMINAL AND MAY VARY DUE TO STRUCTURAL CONSIDERATION**
ELECTRICAL LEGENDCIRCUIT WIRINGENERGY LIGHTING TABLEWATTS/PHASE B= 6,516LCL= 3320TOTAL WATTS= 16,724AMPS= 69.6SUB: 125MOUNTING: EXTERIORWIRE: 3VOLTS: 1ØVOLTS: 120/240 VMAIN:WATTS/PHASE A=6,888ELECTRICAL PANEL SCHEDULE: AWATTS/PHASE B= 6,240LCL= 3320TOTAL WATTS=15,584AMPS= 64.9SUB: 125MOUNTING: EXTERIORWIRE: 3VOLTS: 1ØVOLTS: 120/240 VMAIN:WATTS/PHASE A= 6,024ELECTRICAL PANEL SCHEDULE: B
RSHVAC LEGEND