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MUP 2006-7727 r City of La Quinta Community Development Department Tampico hifornia 92253 �: (760) 777-1233 OFFICE USE ONLY Case No. Date Recvdy '3115-166 15 - Fee: Related Apps.: Logged in by: APPLICATION FOR MINOR USE PERMIT APPROVAL #— Ao PL41 MINOR USE PERMIT applications are reviewed and approved by the Community Development Director pursuant to Section 9.210.020, of the Zoning Code. The purpose of the review is to ensure that land uses requiring the permit do not have an adverse impact on surrounding properties, residents, or businesses. APPLICANT 95 j4mA, (6ks T c,� lrlc. (Print) MAILING ADDRESS ' i - S11 C s Et!' �Y i,Y Phone No. A p 53 S - t�391 CITY, STATE, ZIP: i nlp i to i ( . -9 2,2,01 Fax No. 71oU . - � 2-- €�02, PROPERTY OWNER (If different): S61,Uz (Print) MAILING ADDRESS: CITY, STATE, ZIP: Phone No. Fax No. PROJECT LOCATION: Ary, ilA, Ivo &44p M o t j y -g F., (soIA:U r--� x C'0";-- ) PROPOSED USE AND/OR CONSTRUCTION (Including operational information): LEGAL DESCRIPTION (LOT & TRACT OR A.P.N.):�Hs_ 5��, r�.1a�s-1-'� �►= r►+z �.►�rxNw,�.st �u o� .ss�,�,oN �'31732—I't .3n33 At? N -1614 - 2-g0- or) 730 i)Di A18\Minor Use Permit T ( SUBMISSION REOi 1IREMENT& O Plot Plan, floor plans and elevation plans (as determined by Community Development Department staff). Five (5) sets of plans on 8'/z" x 11" sheet or folded down to 8'/Z" x 1199 . O Filing fee for Minor Use Permit. If filing multiple applications, the most expensive application will be charged full fee, with remaining related applications discounted 50% for each. This discount does not apply to Environmental Information form. NAME OF APPLICANT T`( (Please Print) SIGNATURE OF APPLICANT NAME OF PROPERTY O Print) SIGNATURE OF PROPERTY OWNER(S) IF NOT SAME AS APPLICANT: DATE / a FROM%10 (Signature provides consent for applicant to use site for proposed activity). DATE (Separate written authority by owner to submit application may be provided) NOTE: FALSE OR MISLEADING INFORMATION GIVEN IN THIS APPLICATION SHALL BE GROUNDS FOR DENYING APPLICATION. A1Minor Use Permit VICINITY _MAP NTS SHEET THIS PLAN HAS BEEN REVIEWED A EBY HILLTOP GEOTECHNICAL AND APPEARS TO BE IN GENERAL CONFORMITY WITH THE RECOMMENDATIONS IN OUR REPORT NUMBER 2 DATED, APRIL 22, 2005 PROJECT NUMBER, 504-AO5 WE MAKEREPRESENTATION K AS TO THE ACCURACY OF DIMENSIONS, MEASUREMENTS, CALCULATIONS, OR ANY PORTION OF THE DE,SIQN.,-" G.E. NO. 254 DATE �® r REE 0 R�im owl c R ■► w ""'6'1732 PALIZADA T "777AC ,r NO, '- 1VONTECi7'0 ABBREVIATIONS H11 BC BEGIN CURVE HP HIGH POINT BCC BEGIN COMPOUND CURVE INV INVERT NOTE TO -CONTRACTOR- BCR BEGIN CURB RETURN N.T.S. NOT TO SCALE BS BOTTOM OF STEPSPA P FUTURE ON SrE STREETS HAVE BEEN GRADED BUT HAVE NOT BEEN PAVED. CANTING AREA C/L CENTERLINE PE PAD ELEVATION C/G CURB AND GUTTER PROP. PROPOSED EC END CURVE R/W RIGHT-OF-WAY R� ECR END CURB RETURN STA STATION ELEV ELEVATION S.D. STORM DRAIN INDEX MAP EP EDGE OF PAVEMENT S/W SIDE WALK SCALE 1"=100' EX. EXISTING TB TOP OF BERM FF FINISHED FLOOR TC TOP OF CURB FG FINISHED GRADE TG TOP OF GRATE FH FIRE HYDRANT TP TOP OF PAVEMENT FL FLOWLINE TS TOP OF STEPS FS FINISHED SURFACE TW TOP OF WALL GB GRADE BREAK TYP TYPICAL GF GARAGE FINISHED FLOOR TF TOP OF FOOTING EARTHWORK ESTIMATE FOR PERMIT PURPOSES ONLY TOTAL CUT (RAW): 225 C.Y. TOTAL FILL (RAW): 225 C.Y. THE ABOVE QUANTITIES ARE BASED ON AN ASSUMED 75 CY PER LOT FROM TRENCHING AND DETAILED GRADING, NOTE TO CONTRACTOR, QUANTITY ESTIMATE MSA CONSULTING INC. MAKES NO REPRESENTATION CONCERNING THE ESTIMATED QUANTITIES ON THESE PLANS OTHER THAN ALL SUCH FIGURES,INCLUDING ALL EARTHWORK NUMBERS, ARE PRELIMINARY ESTIMATES PREPARED FOR PERMIT PURPOSED ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREPARE HIS OWN QUANTITY ESTIMATE FOR CONSTRUCTION OR COST PURPOSES, THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY DEVIATIONS BETWEEN ESTIMATED QUANTITIES AND ACTUAL QUANTITIES AT THE TIME OF CONSTRUCTION. NOTE. TO _CONTRACTOR- DRAINAGE INTEGRITY THIS GRADING PLAN PROVIDES FOR SIDE YARD AND REAR YARD DRAINAGE OF EACH LOT IN ACCORDANCE WITH .THE FLOW LINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT THE INTEGRITY OF THE SWALES ARE MAINTAINED. THIS PRECLUDES THE CONSTRUCTION OF BLOCK WALLS, FENCES PATIOS OR OTHER STRUCTURES ACROSS FLOW LINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. MSA CONSULTING, INC ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE. SYSTEM CAUSED BY ANY SUCH STRUCTURES OF OTHER GRADING MODIFICATIONS MADE BY THE DEVELOPER, HIS SUBCONTRACTOR OR THE PROPERTY OWNER. UTILITIES IRRIGATION COACHELLA VALLEY WATER DISTRICT (760) 398-2561 WATER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 SEWER COACHELLA VALLEY WATER DISTRICT (760) 398-2561 ELECTRIC IMPERIAL IRRIGATION DISTRICT (800) 303-7756 GAS THE GAS COMPANY (800) 427-2200 TELEPHONE VERIZON (800) 483-5000 CABLE T.V. TIME WARNER CABLE (760) 674-5472 USA UNDERGROUND SERVICE ALERT (800) 227-2600 NOTES. TO__CONTRACTOR- _-EXISTING. UTILITIES ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA, WHILE DUE CARE WAS TAKEN IN THE PREPARATION OF THIS INFORMATION, MSA CONSULTING, INC. CANNOT AND DOES NOT GUARANTEE THE ACCURACY NOR THE COMPLETENESS OF THE INFORMATION. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN INAN APPROXIMATE AY ONLY. THE CONTRACTOR SHALL DETERMINE E EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND VERIFY THEIR HORIZONTAL AND VERTICAL LOCATIONS. IN THE EVENT UNKNOWN UTILITIES OR UNKNOWN STRUCTURES ARE FOUND AT UNEXPECTED ELEVATIONS OR LOCATIONS, THE PRIVATE; ENGINEER IS TO BE NOTIFIED. OF SUCH CONDITIONS AT ONCE. MSA CONSULTING, INC. WILL MAKE ANY REQUIRED DESIGN CHANGES AND THE CONTRACTOR AGGRESS TO COMPLETE ALL WORK INCLUDING REPAIRS REQUIRED IN AN EXPEDITIOUS MANNER, THE CONTRACTOR FURTHER AGREES TO DILIGENTLY PURSUE THE COMPLETION OF SAID WORK. ANY DISCREPANCY BETWEEN THE PIANS AND FIELD, SHALL BE BROUGHT TO THE ATTENTION OF MSA CONSULTING, INC. THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. PRIOR TO POTHOLING. IF NECESSARY MSA CONSULTING, INC, SHALL REVISE THE PLANS. THE CONTRACTOR SHALL BEGIN CONSTRUCTION AFTER REVISIONS ARE APPROVED. FEMA ZONE DESIGNATION "D" PANEL 06024529506 DATED: AUGUST 18, 2003 NO. g .Safely DAL I TOLL FREE 0 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG REVISIONS OWNER KB HOME. 12235 CAMINO REAL, SUITE 100 SAN DIEGO, CALIFORNIA 92130 TELEPHONE: (858)703-2040 NOTE - SEPARATE PERMITS FROM THE BUILDING AND SAFETY DEPARTMENT SHALL BE REQUIRED FOR ALL WALLS. mw •_ r BEING A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 35, TOWNSHIP 6 SOUTH, RANGE 7 EAST, S.B.M. PREPARED ". KI3 HOME _ 12235,CAMINO REAL, SUITE 100 - SAN DIEGO, CA 92130 PHONE:858-703-2040 T 4 GRADING NOTES GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, AND SOILS REPORT N0, 2, PROJECT NO. 504 -AO DATED: APRIL 22, 2005 PREPARED BY: HILLSIDE GEOTECHNICAL ® m lie TELEPHONE NO.(909) 890-9079 94 85 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. Ug 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 CONSTRUCTION NOTES QUANTITY ESTIMATE SOILS REPORT. 5. THE R.C.E. N0: (FOR PERMIT PURPOSES ONLY) MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. SH, _ 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE CONSTRUCT TEMPORARY CONSTRUCTION FENCE SEE LANDSCAPE PLANS FOR DETAILS 206 LF DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 02 CONSTRUCT 3 1/2" THICK NATURAL COLOR CONCRETE WITH BROOM FINISH. 483 SF S• MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE '" ® �+ w' 31732 TRACT NO. 31732 CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF ALONG JACKSON ST. FROM HWY.111, THEN 2.0 JULIAN A. DE LA TORRE 2 1/2" A.C. (TEMPORARY) PAVEMENT OVER COMPACTED NATIVE SOIL 27,650 SF SWALES SHALL BE 0.50%. 4 O INSTALL REDWOOD HEADER. 390 LF 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED CHECK BY _ _ TEMPORARY SALES TRAILER, PARKING LOT, SIGNING AND STRIPING AND BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY Q INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 4. 8 EA SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS 6 Q INSTALL TEMPORARY WHEEL STOP. DETERMINED BY THE CITY ENGINEER. EXPIRES 06/30/07 l 11 EA 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 5.5" CRUSHED A.B.. ADDITIONAL 0 ADA VAN PARKING SIGN -SEE DETAIL ON SHEET 4. 1 EA SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. INSTALL TRP FENCE. SEE LANSCAPE PLANS FOR DETAILS. 67 LF 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE CONSTRUCT DEEPENED ASPHALTIC SWALE PER DETAIL ON SHEET 4. 146 LF TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY 10 TYPE "F" WHITE REFLECTOR POSTS ALONG LANE DROP 57 EA 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 1 ? CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 4. 1 EA NORMAL REPRESENTATIVE SAMPLINGS. TYPE IV TURN ARROW, "MUTCD CA. SUPPLEMENT 3B-21" -� 1 EA 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, 13 TYPE VI RICHT LANE DROP ARROW "MUTCD CA. SUPPLEMENT 3B-21" - 2 EA 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 14 TYPE V RIGHT LANE DROP ARROW "MUTCD CA. SUPPLEMENT 3B-21" � 1 EA FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING Q15 12W - 12" WHITE LIMIT LINES CROSSWALKS -THERMOPLASTIC- ( LINES/CROSSWALKS)16 LF 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 16 O - STOP, "CALTRANS A -24D"- THERMOPLASTIC 1 EA STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 1H. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). a. 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER lNFlLTRATlON FACILITIES 17<*> W4-7 1 EA 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. vy36" R1-1 1 EA 1S THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. NOTES TO CONTRACTOR- SITE CONDITKM 19<#> W9-2 1 Fes! CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING THE SAFETY ALL PERSONS AND PROPERTY. THIS Cao REQUIREMENT APPLIES CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR ALSO AGREES 1 EA TO DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR P8BR4-1 ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. NOTE. TO CONTRACTOR- ACCESSIB ITY DETAILS <2 1 W4 -2L ��. 1 EA THE ACCESSIBILITY DETAILS SHOWN ON THESE PLANS, INCLUDING SLOPE AND DISTANCE, WERE CALCULATED USING THE APPROVED DESIGN GRADES ON THESE PLANS. ACTUAL FIELD CONDITIONS DURING AND AFTER CONSTRUCTION CAN AND MAY CHANGE THE DESIGN PARAMETERS FOR THE ACCESSIBILITY DETAILS. THE DET. 8 - WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8" 454 LF CONTRACTOR SHALL CONFIRM ALL DESIGN SLOPES AND GRADES AND OBTAIN CITY INSPECTION AND APPROVAL THROUGH TRAFFIC -*,- PRIOR TO LAYOUT AND CONSTRUCTION OF ANY ACCESSIBILITY FACILITIES ON SITE. PRIOR TO FINAL CONSTRUCTION THE CONTRACTOR SHALL NOTIFY MSA CONSULTING, INC. IMMEDIATELY REGARDING ANY 7' T 7' (� ANTICIPATED CHANGES TO. THE ACCESSIBILITY DETAILS. I- IT SHALL ALSO BEOT T ES N ED THAT HE ACC SIBILITY STANDARDS CALLED OUT ON THESE PLANS WERE BASED ON THE LATEST CBC AND CITY CODES AND SPECIFICATIONS AT THE TIME OF PLAN PREPARATION. THEREFORE, L 17' 17' IT SHOULD BE NOTED THAT THESE PLANS ARE SUBJECT TO CHANGE BASED ON THE CURRENT ACCESSIBILITY CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN CITY INSPECTION I AND APPROVAL PRIOR 0 CONSTRUCTION T LAYOUT AND C 5TR T UC ION OF ANY ACCESSIBILITY FACILITIES BASED ON CURRENT DET. 12 - LANELINE PATTERN WITH PAVEMENT MARKERS MUTCD CA. SUPLEMENT DETAIL 12" 288 LF CODES AND SPECIFICATIONS AT TIME OF CONSTRUCTION. THROUGH TRAFFIC - LEGEND Irl 11 - PROPOSED RIGHT-OF-WAY NOTE - 18' 1 12' 1 18' -- PROPOSED CENTERLINE MDS PAUZADA OFFSITE STREET PLANS FOR -- - PROPOSED PUBLIC UTILITY EASEMENT MONROE WILL GOVERN � DET. 27B - RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 278" 1,212 LF FINAL STREET DESIGN Q PROPOSED TEMPORARY CONSTRUCTION FENCE 8 -0 C PROPOSED TRAP FENCE FUTURE CURB AND GUTTER APPROVED I DATE 0 DET. 29 - DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' 24N >_ M 2 MIN N ONSULTING, INC. MAINIERO, SMITH & AssOmms, INC. PLANNING ! CIVII, ENGINEERING m LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANcHo MIRAGE m CA 92270 W EXISTING WATER MAIN 1,648 LF S EXISTING SEWER MAIN PROPOSED FIRE HYDRANT 00ESS�O / pNq` N PROPOSED WATER METER 11* C2 j= d..¢ „ 3 1/2" THICK NATURAL CONCRETE WITH BROOM FINISH �� \P�DE _�o y� QY 2 1/2- ASPHALT (TEMPORARY) OVER COMPACTED NATIVE SOIL.w C43880 m m CC 10 fl TYPE "F" WHITE REFLECTOR POSTS Exp. 6-30-071�t BASIS OF BEARING V © Copyright 2006THE Q, QUARTER BASIS OF OF SECTION 35,RING RTOW SHIIPE BASED ON THE 6 SOUTH,ERANGEEOF 7 EAST, S.B.M. MSA Consulting, Inc. of: CAL��O All Rights Reserved TAKEN AS: NORTH 00'28'48" WEST PER R.S. 84/4-6. FOR PERMITTIN HARTUNG DATE 4NG & SAFETY DIRECTOR NTNG & ZONING COM LAS R. EVANS DATE 1UNITY DEVELOPMENT DIRECTOR OF LA QUINTA GENERAL NOTES 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 13E 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. 0. 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 APPRi7VED 13Y THE CITY ENGINEER. TRAFFIC STRIPING, LEGENDS AND PAVEMENT MARKERS, TYPE AND LOCATION SHALL BE APPROVED BY THE CITY ENGINEER. R. 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 7:00 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 ANIS 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(NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (N01) WITH THE WATER RESOURCES CONTROL BOARD (SWRCB), PREPARE A STORM WATER POLL(JTION 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. 15. THESE PIANS 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. 16. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING SIDEWALK AS NEEDED AT ALL LOCATIONS WHERE IT IS CRACKED, UNEVEN AT JOINTS, OR OTHERWISE DAMAGED, PURSUANT TO STREETS AND HIGHWAYS CODE SECTION 5610. THIS REQUIREMENT APPLIES TO ALL SIDEWALK LOCATED IN PUBLIC RIGHT OF WAY ADJACENT TO PROPERTY BEING DEVELOPED. PAVING NOTES 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 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 WORK ZONES" AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, S'?ALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION__(�I.._EN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA -C2 -AR -4000 BASE COURSE (LOWER COURSES): AIB -B3 -AR -4000 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 AGGR€GATE(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) E°TO ENSURE ALL REQUIRED LAB TESTS ARE PERFORMED, CERTIFIED, AND SUBMITTED FOR REVIEW. 1 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 -1 H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRAD 60-70 AND APPLIED AT THE RATE OF 0.1 GAL/YD. 1,; R. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION 0PERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAWING 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. S. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEWER, "G" FOR GAS, AND "E" FOR ELECTRICAL POWER. SIGNING AND STRIPING. NOTES . 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, f T LAN IF CITY STAFF DETERMINES E THEN LY f EW NSTALLEDM V I PRO EM ENTS IMPACT THE DESIGN INTEGRITY OF THESE PLANS AS ORIGINALLY APPROVED. ALL COSTS, INCLUDING BUT NOT LIMITED TO DESIGN AND IMPROVEMENT COSTS, INCURRED AS A RESULT OF THE DESIGN REVISIONS SHALL BE BORNE BY THE IMPROVEMENT SPONSORS. 2. UPON APPROVAL, 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. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, N E T N, A b RIVERSIDE COUNTY STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 4. TRAFFICSTRIPES, _ TRI ES, RAISED PAVEMENT MARKERS, AND SIGNS, (EXCEPT PAVEMENT LEGENDS), SHALL COMPLY WITH THE LATEST EDITION OF THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, HEREAFTER REFERRED TO AS THE STATE STANDARD SPECIFICATIONS AND STATE STANDARD PLANS. 5. PAVEMENT LEGENDS SHALL MATCH CITY -OWNED STENCILS. CALL CITY INSPECTOR AT 760 777-7075 TO MAKE ARRANGEMENTS FOR RENTAL OF CITY STENCILS OR INFORMATION REGARDING MODEL NOS. OF CITY STENCILS. R. RAISED PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 85 OF THE STATE STANDARD SPECIFICATIONS, ENTITLED PAVEMENT MARKERS. ADHESIVE FOR PAVEMENT MARKERS SHALL CONFORM TO THE PROVISIONS IN SECTION 95-2.04 OF THE STATE STANDARD SPECIFICATIONS ENTITLED RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS. 7. 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. R. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT CONFLICT OR CONFUSE TRAFFIC AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE REMOVED BY WET SANDBLASTING OR GRINDING, 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 2.03-8 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. 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 WITH 3M #1160 PROTECTIVE OVERLAY FILM OR APPROVED 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 UNLESS OTHERWISE NOTED, 12. PER GOVERNMENT R VER MENT CODEEC S TION 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 CITY ENGINEERING DEPARTMENT PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. 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. bLNUH PD -109-70 ELEV. 27.941 MARK PREPARED UNDER THE DIRECT SUPERVISIO OF R.C.E. N0: DESIGN BY LMD, V11 APPROVED BY CITY OF LA QUINTA CITY CITY OF LA QUINTA, CALIFORNIA SH, _ 1 109-70 CHISLED SQUARE ON CANAL BRIDGE SOUTHEAST WING WALL. 2.0 MILES SOUTH SIGNATUR 043880 DRAWN BY ® �+ w' 31732 TRACT NO. 31732 DATE ALONG JACKSON ST. FROM HWY.111, THEN 2.0 JULIAN A. DE LA TORRE LMD, VH OF OF MILES WEST ALONG AVENUE 50, 45 FT. WEST OF MADISON ST. AND CHECK BY TIMOTHY R. JONASSON, P.E. DATE TEMPORARY SALES TRAILER, PARKING LOT, SIGNING AND STRIPING AND 18' SOUTH OD AVENUE 50. �11/�®/ j 1� PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLAN - LOTS 75-75 - MINOR USE PERMIT EXPIRES 06/30/07 l RL, R.C.E. 145843 ES P EXIR12/31/06 - -BEING A PORTION OF NW 1/4 OF THE NW 1/4 OF SEC. 35. T.6 S.. R.7 E. SB.FA_ ±4114FPT u c o. U Q 3 a 0 a co 0 04 CC) cm 0 m` m a� a c� ro v n- m ly v a 0 co a v a� CL i co r" Q U i af w LL! U) DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. I REVISIONS I APPROVED I DATE o 01 20'• .• :• 17 rlr : t SCALE 1"=20' • • • .• :• ■■u r ,.. �■� _ .. „ ■sem . � A CONSULTING, INC. MAINIERO, SMITH & ASSOCIATES, INC. PLANNING r CryiL ENGINEERING ■ LAND SURVEYING 34200 BOB HOPE DRIVE ■ RANCHO MIRAGE ■ CA 92270 BENCH PD -109-70 IELEV. 27.941 MARK _:109-70 CHISLED 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 OD AVENUE 50. © Copyright 2006 MSA Consulting, Inc. All Rights Reserved ;SIGNATURE JULIAN A DE LA TORRE EXPIRES 06 _Q�pFESS/OT �"4P�N'D€ Lgro`�y co jv 9y �Z Lu C43880 m: cr- -Exp. 6-30-07 lF Or- ;SIGNATURE F :TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER .R.C.E. 45843 EXPIRES 12/31/0 Lu Z F– Q CONSTRUCTION NOTES CONSTRUCT TEMPORARY CONSTRUCTION FENCE SEE LANDSCAPE PLANS FOR DETAILS ® CONSTRUCT 3 1/2- THICK NATURAL COLOR CONCRETE WITH BROOM FINISH. �3 2 1/2- A.C. (TEMPORARY) PAVEMENT OVER COMPACTED NATIVE SOIL. �4 INSTALL REDWOOD HEADER. 5� INSTALL 4- WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 4. INSTALL TEMPORARY WHEEL STOP. �7 ADA VAN PARKING SIGN — SEE DETAIL ON SHEET 4. �8 INSTALL TRAP FENCE. SEE LANDSCAPE PLANS FOR DETAILS. ® CONSTRUCT DEEPENED ASPHALTIC SWALE PER DETAIL ON SHEET 4. 1O TYPE -F" WHITE REFLECTOR POSTS ALONG LANE DROP. 11 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 4. TYPE N TURN ARROW, -MUTCD CA. SUPPLEMENT 38-21- 13 TYPE A RIGHT LANE DROP ARROW -MUTCD CA. SUPPLEMENT 38-21- 14 TYPE V THROUGH LANE- USE ARROW "MUTCD CA. SUPPLEMENT 38---21' 15 12W — 12" WHITE (LIMIT LINES/CROSSWALKS) 16 — STOP,-CALTRANS A-241)" 1736" W74 # 18OP 36" R1-1 19 # 36" W9-2 AIT 36" X 48" R4-1 21*48" W4 -2L © DET. 8 — WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8' THROUGH TRAFFIC —im► �7'J 17'� l7'� 17' 17' 2�4 DET. 27B — RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 2713" T� `g DET. 29 — DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' 24' l Tr 2'MIN 4 i N LEGEND -- PROPOSED RIGHT—OF—WAY PROPOSED CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT O1 PROPOSED TEMPORARY CONSTRUCTION FENCE 8 v 0 PROPOSED TRAP FENCE PROPOSED CURB AND GUTTER EXISTING EDGE OF PAVEMENT `rY EXISTING WATER MAIN S EXISTING SEWER MAIN PROPOSED FIRE HYDRANT N PROPOSED WATER METER 3 1/2- THICK NATURAL CONCRETE WITH BROOM FINISH U3 =34 2 1/2- ASPHALT OVER COMPACTED NATIVE SOIL. 10 o TYPE "F" WHITE REFLECTOR POSTS NOTE TO CONTRACTOR, FUTURE ON—SITE STREETS HAVE BEEN GRADED BUT HAVE NOT BEEN PAVED. CITY OF LA QUINTA, CALIFORNIA SHE TRACT NO. 31732 OF TEMPORARY SALES TRAILER AND PARKING LOT SIGNING AND STRIPING AND PRECISE GRADING PLAN - LOTS 73-75 i. BEING A PORTION OF NW 1/4 OF THE NW 1/4 OF SEC. 35, T.6 S., R.7 E.. S.B.M. SHEF LMD, VH 043880 DRAWN BY LMD, VH CHECK BY DATE ell 1146 r RL :TIMOTHY R. JONASSON, P.E. DATE PUBLIC WORKS/CITY ENGINEER .R.C.E. 45843 EXPIRES 12/31/0 Lu Z F– Q CONSTRUCTION NOTES CONSTRUCT TEMPORARY CONSTRUCTION FENCE SEE LANDSCAPE PLANS FOR DETAILS ® CONSTRUCT 3 1/2- THICK NATURAL COLOR CONCRETE WITH BROOM FINISH. �3 2 1/2- A.C. (TEMPORARY) PAVEMENT OVER COMPACTED NATIVE SOIL. �4 INSTALL REDWOOD HEADER. 5� INSTALL 4- WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 4. INSTALL TEMPORARY WHEEL STOP. �7 ADA VAN PARKING SIGN — SEE DETAIL ON SHEET 4. �8 INSTALL TRAP FENCE. SEE LANDSCAPE PLANS FOR DETAILS. ® CONSTRUCT DEEPENED ASPHALTIC SWALE PER DETAIL ON SHEET 4. 1O TYPE -F" WHITE REFLECTOR POSTS ALONG LANE DROP. 11 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 4. TYPE N TURN ARROW, -MUTCD CA. SUPPLEMENT 38-21- 13 TYPE A RIGHT LANE DROP ARROW -MUTCD CA. SUPPLEMENT 38-21- 14 TYPE V THROUGH LANE- USE ARROW "MUTCD CA. SUPPLEMENT 38---21' 15 12W — 12" WHITE (LIMIT LINES/CROSSWALKS) 16 — STOP,-CALTRANS A-241)" 1736" W74 # 18OP 36" R1-1 19 # 36" W9-2 AIT 36" X 48" R4-1 21*48" W4 -2L © DET. 8 — WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8' THROUGH TRAFFIC —im► �7'J 17'� l7'� 17' 17' 2�4 DET. 27B — RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 2713" T� `g DET. 29 — DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' 24' l Tr 2'MIN 4 i N LEGEND -- PROPOSED RIGHT—OF—WAY PROPOSED CENTERLINE PROPOSED PUBLIC UTILITY EASEMENT O1 PROPOSED TEMPORARY CONSTRUCTION FENCE 8 v 0 PROPOSED TRAP FENCE PROPOSED CURB AND GUTTER EXISTING EDGE OF PAVEMENT `rY EXISTING WATER MAIN S EXISTING SEWER MAIN PROPOSED FIRE HYDRANT N PROPOSED WATER METER 3 1/2- THICK NATURAL CONCRETE WITH BROOM FINISH U3 =34 2 1/2- ASPHALT OVER COMPACTED NATIVE SOIL. 10 o TYPE "F" WHITE REFLECTOR POSTS NOTE TO CONTRACTOR, FUTURE ON—SITE STREETS HAVE BEEN GRADED BUT HAVE NOT BEEN PAVED. CITY OF LA QUINTA, CALIFORNIA SHE TRACT NO. 31732 OF TEMPORARY SALES TRAILER AND PARKING LOT SIGNING AND STRIPING AND PRECISE GRADING PLAN - LOTS 73-75 i. BEING A PORTION OF NW 1/4 OF THE NW 1/4 OF SEC. 35, T.6 S., R.7 E.. S.B.M. SHEF Dig I Alert DIAL TOLL FREE 1®800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG NO. I REVISIONS l APPROVED I DATE • • .0 :0 SCALE I"=20' ONSULTING, INC. MA MRO, SMrrH & ASSomm, INC. PLANNING ■ CIVIL, ENGINEERING m LAND SURVEYING 34200 BOs HOPE DRIVE ■ RANcHo MIRAGE s CA 92270 -TEMPORARY ADA ACCESSIBLE REST ROOM -SLOT 76 r 0 FFa418.38 -a PE -417.7 NARK PD -109-70 JELEV. 27.941 109-70 CHISLED 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 OD AVENUE 50.. o NU, oil, MPU 10 ® TYPE "F" WHITE REFLECTOR POSTS NOTE TO CONTRACTOR - FUTURE ON-SITE STREETS HAVE BEEN GRADED BUT HAVE NOT BEEN PAVED. © Copyright 2006 MSA Consulting, Inc. All Rights Reserved PREPARED UNDER THE DIR /� SIGNATURE %l JULIAN A. DE LA TORRE EXPIRES 06/30/07 O QROFESS/ONgI AAA v PDE `A T�9 Fy0CoJ > m y w C43880 m � Exp. 6-30-07 cnJgT C+ l \F OF 10 0 CONSTRUCT TEMPORARY CONSTRUCTION FENCE SEE LANDSCAPE PLANS FOR DETAILS BEARING O2 CONSTRUCT 3 1/2" THICK NATURAL COLOR CONCRETE WITH BROOM FINISH. LEGEND N 89'31'12" E 29.1.2' l,2 30 2 1/2" A.C. (TEMPORARY) PAVEMENT OVER COMPACTED NATIVE SOIL. -- �- PROPOSED RIGHT-OF-WAY ®INSTALL REDWOOD HEADER. - PROPOSED CENTERLINE O INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 4. - -PROPOSED PUBLIC UTILITY EASEMENT ©INSTALL TEMPORARY WHEEL STOP. (D0 0 o ---:r- PROPOSED TEMPORARY CONSTRUCTION FENCE 70 ADA VAN PARKING SIGN -SEE DETAIL ON SHEET 4. ® �f- n PROPOSED TRAP FENCE ® INSTALL TRAP FENCE. SEE LANDSCAPE PLANS FOR DETAILS. W PROPOSED CURB AND GUTTER O9 CONSTRUCT DEEPENED ASPHALTIC SWALE PER DETAIL ON SHEET 4. 89`31'12" E EXISTING EDGE OF PAVEMENT 10 TYPE "F" WHITE REFLECTOR ,POSTS ALONG LANE DROP. 90'00'00" E EXISTING WATER MAIN 11 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 4. W E EXISTING SEWER MAIN 12 TYPE N TURN ARROW, "MUTCD CA. SUPPLEMENT 3B -21 - ----- 5 E PROPOSED FIRE HYDRANT 13 TYPE VI RIGHT LANE DROP ARROW "MUTCD CA. SUPPLEMENT 38-21- N PROPOSED WATER METER 15 12W - 12" WHITE (LIMIT LINES/CROSSWALKS) r i����,a~tit• 3 1/2" THICK NATURAL CONCRETE WITH BROOM E 54.00' L13 FINISH 00'28 48" W 19.00' L14 IN 89'31'12" 16 - STOP, "CALTRANS A -24D" 3 �« 2 1/2- ASPHALT OVER COMPACTED NATIVE SOIL 10 ® TYPE "F" WHITE REFLECTOR POSTS NOTE TO CONTRACTOR - FUTURE ON-SITE STREETS HAVE BEEN GRADED BUT HAVE NOT BEEN PAVED. © Copyright 2006 MSA Consulting, Inc. All Rights Reserved PREPARED UNDER THE DIR /� SIGNATURE %l JULIAN A. DE LA TORRE EXPIRES 06/30/07 O QROFESS/ONgI AAA v PDE `A T�9 Fy0CoJ > m y w C43880 m � Exp. 6-30-07 cnJgT C+ l \F OF X.U.L. NU. DESIGN BY LMD, VH C43880 DRAWN BY AT LVID, VI -1 Z(� CHECK BY RL 36" X 48" R4-1 �p DET. 8 - WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8" THROUGH TRAFFIC C� C7 D 0 DET. 12 - LANELINE PATTERN WITH PAVEMENT MARKERS " MUTCD CA. SUPLEMENT DETAIL 12" THROUGH TRAFFIC ❑ ❑ 1r? ® DET. 27E3 - RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 27B" Q DET. 29 - DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' 24 I-- T... 1 N f = - � >_ 2'MIN '3 N nrrr<wCtJ at VI 1 T VC LH htUI1V I H CITY OF LA QUINTA, CALIFORNIA TRACT NO. 31732 TfMOTHY R. JONASSON, P.E. DATE TEMPORARY SALES TRAILER AND PARKING LOT SIGNING AND STRIPING AND PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLAN - LOTS 73-75 RC.E. 45843 EXPIRES 12/31/06 BEING A PORTION OF NW 1/4 OF THE NW 1/4 OF SEC. 35. T.6 S.. R.7 E.. S_B.AI_ SHEET 3 OF 4 C5 e C: 0 U Q 3 1y CL_ 7t c �i ,o 0 0 n a� 0 �u :5 F- Vl a� ff m 0 a v c� co 04 n a 0 C0 I" i 'v a c� «i i 4 Q s LINE DATA NO. BEARING DELTA LENGTH L1 N 89'31'12" E 29.1.2' l,2 N 00'28'48__" W 15.00' L3 N 89'.31'12" E 8.00' L4 N 89'31'08" E 9.00' L5 N 89'31'12" E 35.00' L6 N 00'28'48 W 14.00' L7 N 89`31'12" E 2.70' L8 N 90'00'00" E 6.31' L9 N 90'00'00" E 5.02' L10 N _89'31'12" E 2.70' L11 N _00'28'48" W 14.00' L12 N 89'31'12" E 54.00' L13 N 00'28 48" W 19.00' L14 IN 89'31'12" E 30.95' X.U.L. NU. DESIGN BY LMD, VH C43880 DRAWN BY AT LVID, VI -1 Z(� CHECK BY RL 36" X 48" R4-1 �p DET. 8 - WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8" THROUGH TRAFFIC C� C7 D 0 DET. 12 - LANELINE PATTERN WITH PAVEMENT MARKERS " MUTCD CA. SUPLEMENT DETAIL 12" THROUGH TRAFFIC ❑ ❑ 1r? ® DET. 27E3 - RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 27B" Q DET. 29 - DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' 24 I-- T... 1 N f = - � >_ 2'MIN '3 N nrrr<wCtJ at VI 1 T VC LH htUI1V I H CITY OF LA QUINTA, CALIFORNIA TRACT NO. 31732 TfMOTHY R. JONASSON, P.E. DATE TEMPORARY SALES TRAILER AND PARKING LOT SIGNING AND STRIPING AND PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLAN - LOTS 73-75 RC.E. 45843 EXPIRES 12/31/06 BEING A PORTION OF NW 1/4 OF THE NW 1/4 OF SEC. 35. T.6 S.. R.7 E.. S_B.AI_ SHEET 3 OF 4 C5 e C: 0 U Q 3 1y CL_ 7t c �i ,o 0 0 n a� 0 �u :5 F- Vl a� ff m 0 a v c� co 04 n a 0 C0 I" i 'v a c� «i i 4 Q s CURVE DATA NO. DELTA RADIUS LENGTH TANGENT C1 90'00'07 5.00 7.85' 5.00' C2 90'00'00" 1.00' 1.57' 1.00' C4 90'00'00" 1.00' 1.57' 1.00' C5 90'00'00" 5.00' 7.85' 5.00' C6 39'36'19" 25.00' 17.28' 9.00' C7 39'44'15" 4419' 30.65' 15.97' C8 89'52'24" 10.00' 15.69' 9.98' C9 90'07'36" 10.00' 15-73' 02' C10 34'10'2 6" 24.50' 14.61' 3' C11 30 48 00" 63.33' 34,04' 44' V5.00' C12 90-00,00" 5.00' 7.85' 0' C13 90'00'00" 5,00' 7.85' X.U.L. NU. DESIGN BY LMD, VH C43880 DRAWN BY AT LVID, VI -1 Z(� CHECK BY RL 36" X 48" R4-1 �p DET. 8 - WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8" THROUGH TRAFFIC C� C7 D 0 DET. 12 - LANELINE PATTERN WITH PAVEMENT MARKERS " MUTCD CA. SUPLEMENT DETAIL 12" THROUGH TRAFFIC ❑ ❑ 1r? ® DET. 27E3 - RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 27B" Q DET. 29 - DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' 24 I-- T... 1 N f = - � >_ 2'MIN '3 N nrrr<wCtJ at VI 1 T VC LH htUI1V I H CITY OF LA QUINTA, CALIFORNIA TRACT NO. 31732 TfMOTHY R. JONASSON, P.E. DATE TEMPORARY SALES TRAILER AND PARKING LOT SIGNING AND STRIPING AND PUBLIC WORKS/CITY ENGINEER PRECISE GRADING PLAN - LOTS 73-75 RC.E. 45843 EXPIRES 12/31/06 BEING A PORTION OF NW 1/4 OF THE NW 1/4 OF SEC. 35. T.6 S.. R.7 E.. S_B.AI_ SHEET 3 OF 4 C5 e C: 0 U Q 3 1y CL_ 7t c �i ,o 0 0 n a� 0 �u :5 F- Vl a� ff m 0 a v c� co 04 n a 0 C0 I" i 'v a c� «i i 4 Q s R/W 21' R/W ' ALLEY5' 10' 10' 'd ft NO PARKING I ALLOWED f $' _ } 4' &' R/W 1 ALLEY SECTION (PRIVATE STREET)' NTS 32' TRACT 31732 'u' 44' R/W PUE a 12' 35' 32' PARKING RESTRICT£/? TO ONE SIDE OF STREET 16' 16' TC = ` FSf0.05' R/W 2T 2z FUTURE INTEFOOR STREET (PRIVATE STREET) NTS 15' LANDSCAPE EASEMENT j 8" CURS .& GUTTER 2T 2� 10' MEADEARING MULTI -USE TRAIL XIS11NG IMPROVEMENT F�, PER OFF-SITE IMPROVEMENT PLAN PER TRACT 30023-1 FOR TRACT 31732 FUTURE MONROE STREET (PUBLIC_ STREET). SHOWN FOR REFERENCE ONLY NTS Rj W VARIES (59' 79) R f Alert DIAL TOLL FREE. 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG N0. REVISIONS VARIES (31 '-J8) NO PARKING ALLOWED VARIES (26'-33) 2y. 10' 5' 2% It. VARIES (25'-38) NO PARKING ALLOWED I I VARIES ('20'-33) ENTRY DRIVE (PRIVATE STREET) NTS APPROVED I DATE 1 i 10' 70 SQ. INCH ACCESSIBIL SIGN PER SEC. 1129B.5 z 0 I 0 TYP. PAVEMENT SYMBOL--zz-- PER SEC. 11298.5 BLUE. BACKGROUND. WHITE OUTLINE AND SYMBOL (TYPICAL) NOTE: SHADED AREA OF RAMP MUST HAVE DETECTABLE WARNING SURFACE WHEN SURFACE SLOPES ARE BELOW 6.67% ONSULTING, INC. MATIN R0, Slvrx & Assomm, INC. PLANNING ■ CIVIL ENGINEERING ■ LAND SURVEYING 34200- BoR HOPE DRm w RANcHo, MmAoE a- CA 92270 IMI HM._(760)_ 320-9811 a FAx (760) 323-7893 It 4' 4" STRIPES AT 36" - ON CENTER (WHITE) 2.00% MAX. ANY DIRECTION EIMN PA IN i mm pem��W� IF;Ilqw ... 0 0 0 0 1.67" R APPDX. 0. �. Q ® 0 0 WITHIN THE ACCESSIBLE PARKING. STALL. PAINT O Q THE WORDS "NO S- PARKING" IN 12" HIGH Q WHITE LETTERS MtN_ N a- 0,457 AT TOP APART 2.007.MAX. 0.9" WHITE STRIPES AT BASE ANY DIRECTION i TYPICAL PLAN ARMOR TILE TRUNCATED DOMES NTS BRICK RED COLOR (70% CONTRAST MIN.) 9, I 8.J. 9. ACOE ITY RAMP WITH PARKING SPACE PLAN VIEW NTS MARK PD -109-70 IELEV. 27.941 109-70 CHISLED 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 OD AVENUE 50. © Copyright 2006 MSA Consulting, Inc. All Rights Reserved PREPARED UNDER THE DIREC STGNATURE' JULIAN A. DE LA Ti EXPIRES 06/30/07 0,2E--HT'-TAPERED EDGES WHERE EXPOSED SECTION. A -A. ee QRoFEss/�P� P, D E t4 To LU C43880 m Exp. 6-30-07 cfjq� C IV , F aF PROPOSED AC PAVEMENT UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISFIMG PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES ck�� RESERVED FOR HANDICAPPED II VAN ACCESSIBLE II CONSTRUCTION NOTES Q CONSTRUCT TEMPORARY CONSTRUCTION FENCE SEE LANDSCAPE PLANS FOR DETAILS O2 CONSTRUCT 3 1/2" THICK NATURAL COLOR CONCRETE WITH BROOM FINISH. ® 2 1/2" A.C. (TEMPORARY) PAVEMENT OVER COMPACTED NATIVE SOIL. Q4 INSTALL REDWOOD HEADER. QS INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 4. © INSTALL TEMPORARY WHEEL STOP. O7 ADA VAN PARKING SIGN - SEE DETAIL ON SHEET 4. 80 INSTALL TRAP FENCE. SEE LANDSCAPE PLANS FOR DETAILS. ® CONSTRUCT DEEPENED ASPHALTIC SWALE PER DETAIL ON SHEET 4. 10 TYPE "F" WHITE REFLECTOR POSTS ALONG LANE DROP. 11 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 4. 12 TYPE IV TURN ARROW, "MUTCD CA. SUPPLEMENT 38-21" 13 TYPE VI RIGHT LANE DROP ARROW "MUTCD CA. SUPPLEMENT 313-21" ov 14 TYPE V THROUGH LANE- USE ARROW "MUTCD CA. SUPPLEMENT 3B-21" 15 12W - 12" WHITE (LIMIT LINES/CROSSWALKS) 16 - STOP, 'CALTRANS A -24D- 0 36' W74 18 36" R1-1 19 a 36" W9-2 DO FiOT 36" X 48" R4-1 �ABiB 2148" W4 -21L © DET. 8 - WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8" THROUGH TRAFFIC 17' 1 17' ij DET. 27B - RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 27B" 2�5 DET. 29 - DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' I' 24' N r 2'MIN T -n N MAY BE TOWED AWAY ATU 80" MIN. FOR OWNER'S EXPENSE FREE STANDING TOWED VEHICLES MAY BE RECLAIMED AT 36" MIN. FOR 4!Y AYffi/mA @Lf9Ad WALL MOUNTED OR BY TELEPHONING TO TOP OF WALKING SURFACE VAN ACCESSIBLE HANDICAPPED PARKING STALL SIGNAGE DETAIL NTS K.C.E. NU. DESIGN BY APPROVED BY CITY OF LA QUIN LMD, VH 043880 DRAWN. BY DATE LIVID, VH CHECK BY TIMOTHY R. JONASSON, P.E. DATE KAI,* PUBILIC WORKS/CITY ENGINEER 1. RL R.C.E. 45843 EXPIRES 12/31/061. LE13END ® -- PROPOSED RIGHT-OF-WAY PROPOSED CENTERLINE - — 00 O o 0 0 o PROPOSED TEMPORARY CONSTRUCTION FENCE 0 PROPOSED TRAP FENCE 0 N PROPOSED CURB AND GUTTER EXISTING EDGE OF PAVEMENT @ @ EXISTING WATER MAIN W EXISTING SEWER MAIN S PROPOSED FIRE HYDRANT H EIMN PA IN i mm pem��W� IF;Ilqw ... 0 0 0 0 1.67" R APPDX. 0. �. Q ® 0 0 WITHIN THE ACCESSIBLE PARKING. STALL. PAINT O Q THE WORDS "NO S- PARKING" IN 12" HIGH Q WHITE LETTERS MtN_ N a- 0,457 AT TOP APART 2.007.MAX. 0.9" WHITE STRIPES AT BASE ANY DIRECTION i TYPICAL PLAN ARMOR TILE TRUNCATED DOMES NTS BRICK RED COLOR (70% CONTRAST MIN.) 9, I 8.J. 9. ACOE ITY RAMP WITH PARKING SPACE PLAN VIEW NTS MARK PD -109-70 IELEV. 27.941 109-70 CHISLED 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 OD AVENUE 50. © Copyright 2006 MSA Consulting, Inc. All Rights Reserved PREPARED UNDER THE DIREC STGNATURE' JULIAN A. DE LA Ti EXPIRES 06/30/07 0,2E--HT'-TAPERED EDGES WHERE EXPOSED SECTION. A -A. ee QRoFEss/�P� P, D E t4 To LU C43880 m Exp. 6-30-07 cfjq� C IV , F aF PROPOSED AC PAVEMENT UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISFIMG PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES ck�� RESERVED FOR HANDICAPPED II VAN ACCESSIBLE II CONSTRUCTION NOTES Q CONSTRUCT TEMPORARY CONSTRUCTION FENCE SEE LANDSCAPE PLANS FOR DETAILS O2 CONSTRUCT 3 1/2" THICK NATURAL COLOR CONCRETE WITH BROOM FINISH. ® 2 1/2" A.C. (TEMPORARY) PAVEMENT OVER COMPACTED NATIVE SOIL. Q4 INSTALL REDWOOD HEADER. QS INSTALL 4" WIDE DOUBLE HAIRPIN WHITE STRIPING PER DETAIL ON SHEET 4. © INSTALL TEMPORARY WHEEL STOP. O7 ADA VAN PARKING SIGN - SEE DETAIL ON SHEET 4. 80 INSTALL TRAP FENCE. SEE LANDSCAPE PLANS FOR DETAILS. ® CONSTRUCT DEEPENED ASPHALTIC SWALE PER DETAIL ON SHEET 4. 10 TYPE "F" WHITE REFLECTOR POSTS ALONG LANE DROP. 11 CONSTRUCT ACCESSIBILITY RAMP WITH PARKING SPACE PER DETAIL ON SHEET 4. 12 TYPE IV TURN ARROW, "MUTCD CA. SUPPLEMENT 38-21" 13 TYPE VI RIGHT LANE DROP ARROW "MUTCD CA. SUPPLEMENT 313-21" ov 14 TYPE V THROUGH LANE- USE ARROW "MUTCD CA. SUPPLEMENT 3B-21" 15 12W - 12" WHITE (LIMIT LINES/CROSSWALKS) 16 - STOP, 'CALTRANS A -24D- 0 36' W74 18 36" R1-1 19 a 36" W9-2 DO FiOT 36" X 48" R4-1 �ABiB 2148" W4 -21L © DET. 8 - WHITE DASHED LINE "MUTCD CA. SUPPLEMENT DETAIL 8" THROUGH TRAFFIC 17' 1 17' ij DET. 27B - RIGHT EDGELINE "MUTCD CA. SUPPLEMENT DETAIL 27B" 2�5 DET. 29 - DOUBLE LEFT EDGE LINE W/PAVEMENT MARKERS "MUTCD CA. SUPPLEMENT DETAIL 29" 24' I' 24' N r 2'MIN T -n N MAY BE TOWED AWAY ATU 80" MIN. FOR OWNER'S EXPENSE FREE STANDING TOWED VEHICLES MAY BE RECLAIMED AT 36" MIN. FOR 4!Y AYffi/mA @Lf9Ad WALL MOUNTED OR BY TELEPHONING TO TOP OF WALKING SURFACE VAN ACCESSIBLE HANDICAPPED PARKING STALL SIGNAGE DETAIL NTS K.C.E. NU. DESIGN BY APPROVED BY CITY OF LA QUIN LMD, VH 043880 DRAWN. BY DATE LIVID, VH CHECK BY TIMOTHY R. JONASSON, P.E. DATE KAI,* PUBILIC WORKS/CITY ENGINEER 1. RL R.C.E. 45843 EXPIRES 12/31/061. LE13END ® -- PROPOSED RIGHT-OF-WAY PROPOSED CENTERLINE - — PROPOSED PUBLIC UTILITY EASEMENT O o 0 0 o PROPOSED TEMPORARY CONSTRUCTION FENCE -0 0 PROPOSED TRAP FENCE PROPOSED CURB AND GUTTER EXISTING EDGE OF PAVEMENT mr EXISTING WATER MAIN W EXISTING SEWER MAIN S PROPOSED FIRE HYDRANT H PROPOSED WATER METER 3 1/2" THICK NATURAL CONCRETE WITH BROOM FINISH O 2 1/2- ASPHALT OVER COMPACTED NATIVE SOIL. 10 a TYPE "F" WHITE REFLECTOR POSTS NOTE TO CONTRACTOR - FUTURE ON-SITE STREETS HAVE BEEN GRADED BUT HAVE NOT BEEN PAVED. CITY OF LA QUINTA, CALIFORNIA TRACT NO. 3173 TEMPORARY SALES TRAILER, PARKING LOT, SIGNING AND STRIPING AND PRECISE GRADING PLAN - LOTS 73-75 BEING A PORTION OF NW 1 /4 OF THE NW 1 /4 OF SEC. 35. T.6 S.. R.7 E.. S.B.i,,l. SHEET 4 OF 4