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PG2019-0004IN THE CITY OF LA QUINTA, CALIFORNIA APPROVED FOR PERMITTING PLANNING AND HUO NDD LA QN1WA PROJECT SITE 28 Z 60TH AVE. N 62ND AVE. VICINITY MAP NTS SECTION 27, T.6.S., R.7.E., S.B.B.& M. OWNEWDEVELOPER: SUNRISE LID, LLC 300 EAGLE DANCE CIRCLE PALM DESERT, CA 92211 PH:(760) APPLICANT: ANDALUSIA HOMES, INC. 81-570 CARBONERAS LA QUINTA, CA 92253 PH:(760) 777-1776 ENGINEER: WATSON ENGINEERING 48-725 VERBENA ROAD PALM DESERT, CA 92260 PH:(760) 275-1553 BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE SW 1/4 OF SECTION 27. BEING N 89"47'47"E. BENCHMARK: BM # P.D. 109-70 ELEV. 527.941 (NAVD 29) 109-70 CHISELED 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 OF AVENUE 50. ASSESSOR'S PARCEL NUMBER: 764-670-060,764-200-091 ESTIMATE OF QUANTITIES: THE ESTIMATE OF QUANTITIES SHOWN ON THESE PLANS IS FOR OBTAINING A PERMIT ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HIS OWN QUANTITIES FOR BIDDING PURPOSES. EARTHWORK QUANTITIES: CUT - FILL - UTILITY PURVEYORS: WATER: COACHELLA VALLEY WATER DISTRICT - 760-398-2651 SEWER: COACHELLA VALLEY WATER DISTRICT - 76G-398-2651 ELECTRIC: IMPERIAL IRRIGATION DISTRICT - 800-303-7756 TELEPHONE: FRONTIER COMMUNICATIONS - 800-483-5000 GAS: THE GAS COMPANY - 800-427-2200 CABLE: SPECTRUM - 760-340-1312 NOTE: 1. ALL WORK WITHIN THE PUBLIC RIGHT OF WAY WILL REQUIRE A SEPERATE ENCROACHMENT PERMIT 2. SEPERATE PERMIT REQUIRED FOR BLOCK AND RETAINING WALLS 3. TC (TOP OF CURB) ELEVATIONS AS SHOWN ARE FOR REFERENCE ONLY IN SETTING GRADES UNDERGROUND SERVICE ALERT CALL TOLL FREE 0E4OftE YO G O U c> 811 PARKING TABLE: PARKING LOT SPACES 8 HDCP SPACES 1 9 SPACES NOTE: CONCRETE IN CONTACT WITH SOIL SHALL BE TYPE V AND CONFORM TO THE CITY OF LA QUINTA STANDARDS AND THE EARTH SYSTEMS SOUTHWEST SOILS REPORT. ACCESSIBILITY STATEMENT: ACCESSIBLE ROUTES OF TRAVEL HAVE BEEN PROVIDED BETWEEN ALL BUILDINGS, ACCESSIBLE ENTRANCES TO THE SITE, IN ACCORDANCE WITH U.B.C. CHAPTER 31 AND CALIFORNIA TITLE 24. PATH OF TRAVEL AS INDICATED IS BARRIER -FREE ACCESS WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" AT 1:2 MAX. SLOPE, EXCEPT THAT LEVEL CHANGE DOES NOT EXCEED 1/4" VERTICAL. AT ALL GATES PROVIDE A SIGN THAT READS AS FOLLOWS: "BARRIER FREE ACCESS" SOILS ENGINEER'S STATEMENT I STATE THAT I HAVE REVIEWED THESE PLANS AND FIND THAT THEY 010 pROFES SUBSTANTIALLY CONFORM TO THE RECOMMENDATIONS SET FORTH Si IN REPORT NO. 4-1 9 DATED 9/5/2018. Aft rri, - ^; 3�25 19 BRETT L. A ON DATE SLADDEN ENGINEE ING 45090 GOLF CENTER PARKWAY, SUITE F INDIO, CA 92201 (760)863-0713 PRECISE GRADING PLAN ANDALUSIA TEMPORARY SALES OFFICE AND PARKING LOT MUP NO. 2019-0002 IN SECTION 27, T.6.S., R.7.E., S.B.M. JANUARY 24, 2019 GRAPHIC SCALE INDEX MAP 60 0 30 60 zw 1 INCH = 60 FT. CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES UNIT QUANTITY 10 CONSTRUCT 3" A.C. OVER 4" C.A.B. SQ.FT, 2,925 O2 CONSTRUCT 3" PAVERS OVER 6" C.A.B. SQ.FT. 3,450 Q3 INSTALL DETECTABLE WARNINGS PER TRUNCATED DOME DETAIL 3 ON SHEET 2 (COLONIAL RED) SQ.FT. 18 ® CONSTRUCT 4.0' WHEEL STOP PER DETAIL 7 ON SHEET 2 EA. 6 05 INSTALL ACCESSIBLE PARKING SIGN PER DETAIL 5 ON SHEET 2 EA. 1 © PAINT ACCESSIBLE SYMBOL PER DETAIL 6 ON SHEET 2 EA. 1 O7 PAINT ACCESSIBLE PARKING SPACES PER DETAIL 7 ON SHEET 2 EA. 1 ® INSTALL "GOLF CART CROSSING" SIGN PER ANDALUSIA SIGNAGE EA. 2 O9 INSTALL "STOP" SIGN PER ANDALUSIA SIGNAGE EA. 3 10 PAINT WHITE HAIRPIN STALL STRIPING PER DETAIL 10 ON SHEET 2 EA. 6 11 PAINT WHITE STRIPING WITH CROSS HATCH FOR GOLF CART CROSSING SQ.FT. 220 © INSTALL 2" X 4" REDWOOD A.C. PAVEMENT BARRIER L.F. 360 13 CONSTRUCT 2.0' GARDEN WALL (SEE LANDSCAPE PLAN) L.F. 35 14 INSTALL STEPS AND HANDRAIL PER DETAIL ON SHEET 2 EA. 1 LEGEND: TC INDICATES TOP OF CURB INDICATES PROPOSED DECORATIVE PAVERS FL INDICATES FLOWLINE FS INDICATES FINISHED SURFACE » INDICATES ADA PATH OF TRAVEL EX INDICATES EXISTING FG INDICATES FINISHED GRADE IP-W/PP HP INDICATES HIGH POINT ® IP-OPEN GB INDICATES GRADE BREAK INV INDICATES INVERT OF PIPE ELEVATION WATER VALVE FF INDICATES FINISH FLOOR L SIGN PE INDICATES PAD ELEVATION OP POST LP INDICATES LOW POINT _ CB INDICATES CATCH BASIN T II PED TELE PUE INDICATES PUBLIC UTILITY EASEMENT f VAULT ELECTRIC BSW INDICATES BACK OF SIDEWALK RAN INDICATES RIGHT OF WAY 0+ FIRE HYDRANT EP INDICATES EDGE OF PAVEMENT �> TREE C&G INDICATES CURB AND GUTTER PALM TREE PA INDICATES PLANTING AREA t-, WM INDICATES WATER METER FH INDICATES FIRE HYDRANT MH INDICATES MANHOLE COS INDICATES CONTINUOUS DEFLECTIVE SEPARATION INDICATES PROPOSED AC PAVEMENT INDICATES EXISTING AC PAVEMENT SIGNING AND STRIPING NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD PLANS, LATEST EDITION, HEREAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 3. TRAFFIC STRIPES, 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. 4. 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. 5. 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. 6. 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. 7. 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 GRINDING. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY CITY ENGINEER. 8. 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 GRINDING OR SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE GRINDING OR 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. 9. 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. 10. 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. 11. 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. 12. 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. 13.STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN STEEL SLEEVES TO FACILITATE REPLACEMENT; WOOD POSTS, IF APPROVED BY CITY ENGINEER, SHALL HAVE 12" X 12" CONCRETE FILLED BLOCKOUTS AROUND THE POST. PAVING NOTES: 1. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO THE LATEST EDITION OF SECTION 400 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (SSPWC), GREEN BOOK, NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE): IIIA-C2-PG70-10 BASE COURSE (LOWER COURSES): IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FEET OR 1.2 INCHES THICK (MINIMUM) INCLUDING GRIND AND OVERLAY INSTALLATIONS; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. A SINGLE 3 INCH LIFT OF WEARING COURSE IS ALLOWABLE IN PARKING STALL LOCATIONS CONDITIONAL ON A PRE -APPROVED CITY EQUIVALENT WEARING/BASE SECTION. CLASS 2 BASE OR CRUSHED AGGREGATE BASE IS TO BE UTELIZED FOR ALL PAVEMENT SECTIONS. ONSITE RECYCLED BASE OR EQUAL IS ALLOWABLE SUBJECT TO CITY ENGINEER APPROVAL. NO CRUSHED MISCELLANEOUS BASE IS ALLOWABLE. CITY STANDARD 195 SHALL BE UTILIZED FOR ALL ASPHALT CONCRETE PAVEMENT STRUCTURAL SECTIONS. RUBBERIZED ASPHALT IS NOT ALLOWED WITHOUT PRIOR CITY ENGINEER APPROVAL. 2. MIX DESIGN REQUIRED: FOURTEEN (14) 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. 3. 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 (GREEN BOOK) SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. PAVEMENT SHALL BE RETACKED IF THE WEARING COURSE HAS RECEIVED TRAFFIC LOADS, HAS A PARTICULATE OR DEBRIS COATING OR WILL BE PAVED GREATER THAN 24 HOURS FOLLOWING THE BASE COURSE PAVING OR EQUAL. 4, ALL REMNANT PATCHES OF ASPHALTIC CONCRETE (FLOATERS) 2 FEET IN WIDTH OR LESS SHALL BE REMOVED AND REPLACED. FLOATERS IN EXCESS OF 2 FEET IN WIDTH MAY BE REQUIRED TO BE REMOVED AND REPLACED AS REQUIRED BY THE CITY ENGINEER. JAMES WIATRAK DA E BUILDING OFFICIAL CITY OF LA QUINTA . 3 CHERIFLORES ATE PLANNING MANAGER CITY OF LA QUINTA GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD PLANS OF THE CITY OF LA QUINTA AND THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 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 SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. 4. THE CONTRACTOR SHALL NOTIFY THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT FORTY-EIGHT (48) HOURS PRIOR TO ANY GRADING, BRUSHING OR CLEARING AND EACH PHASE OF CONSTRUCTION AT (760) 777-7048. 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. THE CONTRACTOR 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. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. 7, THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT MARKERS TYPE AND LOCATION. 8. 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. 9. 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 THROUGH FRIDAY 7:00 AM TO 5:30 PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00 AM TO 7:00 PM WORK SHALL BE PROHIBITED ANY TIME ON SUNDAYS OR ON FEDERAL HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION TO DO SO IS GRANTED BY THE CITY ENGINEER. 10. 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. 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 544-18139, DATED: 9/5/2018, PREPARED BY: SLADDEN ENGINEERING, TELEPHONE NO. 760-863-0713 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. B. 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 4.5" CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS 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: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED, UNDERGROUND UTILITIES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN T THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED U TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. PRIVATE ENGINEERING NOTE ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE HES COOWNERSEUTIEFORE STIES ORING WORK. C RSOFNED THE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA /� // i//1��.��,�. _, SEAL - ENGINEER QROF ESS /� 4O �1V q< Q' yO "IT F ti� O Si, j co "2 Z - W T p[ No. 26662 � {T EXP. 3-31-20 1? sT CIVIL �P q �a CAL1 F7' (� O uV TL I II III T4' TDB (\I (f� a M Il Jv IICI E uv M LC, LC, W IN LJ CIVIL ENGINEERING • LAND PLANNING 48-725 VERBENA ROAD PAW DESOT' CA 92250 PH: (780) 275-1553 BENCHMARK: BM N P.D. 109-70 ELEV. 27.94E (NAVD U 109-70 CHISELED SQUARE ON CANAL BRIDGE S.E. WING WALL. 2.0 MILES S. ALONG JACKSON ST. FROM HWY. 111. THEN 2.0 MILES W. ALONG AVE. 50, 45 FT. WEST OF MADISON ST. AND 18' S. OF AVE. 50. IN THE CITY OF LA QUINTA, CALIFORNIA PRECISE GRADING PLAN ANDALUSIA TEMPORARY SALES AND PARKING LOT MUP NO.2019-0002 IN SECTION 27, T.6.S., R.7.E., S.B.M. SHEET NO: 1 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON- IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR THE DETERMINING SHALL ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. OF_SHTS. BRYAN CKINNEY, P.E. RCE NO. 49418 CITY ENGINEER % // ` `` EXP. DATE 9/30/20 DATE: PREP ED BY: LLOYD W. WATSON R.C.E. NO. 26662 �i(� DATE: MARKI BY JDATE REVISIONS APPR DATE SC SCALE AS SHOWN FOR: W.O. FILE NO: ENGINEER 2o�1 •000� WALKONCRETE EMSIlUll GOLF COURSE 5 ACCESSIBLE PARKING 0 TRUNCATED / 1 SIGN PER DETAIL DOMES � 0 � f J DDDDGG REDWOOD BARRIER L=27.33 L=37.88 / z cam" I 4'-0" MIN. CONCRETE p ° WHEEL STOP O N L=10.23 4-- !` ! N�� 0 � 4" MIN. APPROVED LU o I TRAFFIC BLUE STRIPES I AT 36" O.C. I EX 60" B.O.R. IRRIGATION MAIN C) z°r° IMAX z w 22/0 O a M cq oa ! NO RKIN 1 D A IGN (EXISTING) 9,_0„ y,_o„ ,,,�„ 30 0 MIN. ACCESSIBLE" TYPICAL ACCESSIBLE PLAN 23R ACCESS © PAVEMENT SYMBOL - VAN ACCESSIBLE _ PE=438.60 I / ! FF=439.20 REFER TO DETAIL 5 f I ati ACCESSIBLE PARKING SPACES o (EXISTING) 5 O N ❑ ❑ PLAN 22 I 5' PE=439.00 ! / 5' FF=439.60 ff` RESIDENTIAL El/ r f ACCESSIBLE PARKING LDR LOB IIpO rya 12' REFLECTORIZED SIGN W/ INTERNATIONAL o� SYMBOL OF ACCESSIBWTY. SIGN TO BE ac EX COURTYARD EM I PORCELAIN ON STEEL W/ BEADED TEXT OR EQUAL. WITH 1/2' RADIUS ac 00f f tJ WHITE SYMBOL AND LETTERS N PONLYG BLUE BACKGROUND f MINIMUM PAINTED'MINIMUM FINE 1250' D FINE E250 / f PN ACCE... PROVIDE AT VAN 5 ACCESSIBLE SPACE WHERE OCCURS GF=438.60 SALES x ` !! VACANT z_ 2' GALV. STEEL TUBE POST- OFFICE w CAP TOP OF POST D D _ GF=439.00 ! / MEET EX TOP OF URI(B �58.89 ENTRANCEOR 4 8- 2 438.46 f J 6 S ! .. ; PAVING o . N - TPFS i_ 12 i•�l 437.28 435.54 a� r z v FS �I 439.10 1 62 - - - - - - TP-FS FL NOTE: SEE PLAN FOR LOCATION L=65.01 F ~ 13 cn jF I IS FS I '� Al OS 8 47 \\ \ \\ EX 8" VCP SEWER MAIN 437.41 4 FS FS L=10.01 14 � o id ; ' I rn I EMBED POST IN LOT I,�II N S ...._0 4 TYP. 4 120- CONC. FOOTING EX 8" DIP WATER MAIN FS 4 12 ° 437.23 O \ FS II 4 7. 0 437.51 A� 438.36 ^ 5 IW t,' _ TYP. 10 4: q�l �l �l ACCESSIBLE PARKING SIGN 13 FS-GB ` �� FS 41a 6 I ' J o a FH = .74 12 261 18' I 3' EX 30' B.O.R. EASEMENT EX DRIVEWAY PAVERS FS 2 f 437.22 436 73 436.39 435.99 0 p 5� TO BE REPLACED TP-FS FL -HP 0 u o o n 7 rn 437.57 TP FS FS-GB t 2 CONSTRUCTION NOTES LANDSCAPE ARE h� GB TPFS 1.9%4 Nj 43656 TP-FS 18.00' 1D CONSTRUCT 3" A.C. OVER 4" C.A.B. ... _ - FS Q2 CONSTRUCT X PAVERS OVER 6" C.A.B. N a 26 N FS cq Q3 INSTALL DETECTABLE WARNINGS PER TRUNCATED DOME DETAIL 3 ON THIS SHEET (COLONIAL RED) N 1 ^ j n� o EX 60" B.O.R. IRRIGATION MAIN 1 0 1 aq N 1 EX VALLEY CURB ® CONSTRUCT 4.0' WHEEL STOP PER DETAIL 7 ON THIS SHEET _,.._ __. 9 ` 05 INSTALL ACCESSIBLE PARKING SIGN PER DETAIL 5 ON THIS SHEET W © PAINT ACCESSIBLE SYMBOL PER DETAIL 6 ON THIS SHEET Q. FIA '? 9. QV 7 PAINT ACCESSIBLE PARKING SPACES PER DETAIL 7 ON THIS SHEET EX 1O" - f CP SEWER MAIN ® INSTALL "GOLF CART CROSSING" SIGN PER ANDALUSIA SIGNAGE 433.70t 433.55t Q9 INSTALL "STOP" SIGN PER ANDALUSIA SIGNAGE TC TC. 10 PAINT WHITE HAIRPIN STALL STRIPING PER DETAIL 10 ON THIS SHEET fEX 18"DIP WATER MAIN N ANDALUSIA 11 PAINT WHITE STRIPING WITH CROSS HATCH FOR GOLF CART CROSSING I 12 INSTALL 2" X 4" REDWOOD A.C. PAVEMENT BARRIER L=50.11 13 CONSTRUCT 2.0' GARDEN WALL (SEE LANDSCAPE PLAN) n L=32.28 14 INSTALL STEPS AND HANDRAIL PER DETAIL ON THIS SHEET �y L=74.09 Z 11 I a 24S? y LEGEND 0 INDICATES PROPOSED DECORATIVE PAVERS INDICATES PROPOSED AC PAVEMENT f 1 5 INDICATES EXISTING AC PAVEMENT w INDICATES ACCESSIBLE PATH OF TRAVEL UNDERGROUND SERVICE ALERT CALL TOLL FREE 0Ef ORE YO Go n m a 'o. ea \ A n p � n (FUTURE) 28 PLAN 22R PE=434.20 FF=434.80 VACANT (FUTURE) 27 PLAN 23R PE=433.90 FF=434.50 TAPERED WHERE EDGES LVOSED CENTERLINE OF TRUNCATED DOMES SECTION PARKING STALL A ' SCALE: N.T.S. 0.65" MIN. APPROVED TRAFFIC 1 vx PAINTED SYMBOL L] W Q N0_ o m OOO �¢ N z a APPROVED Oo 0 Oo � BLUE PAINTED TRAFFIC � BACKGROUND O O O 2.3-2.4" APPROX. 3 TRUNCATED DOMES PLAN SCALE. N.T.S. ALIGN WITH THE TRUNCATED DOMES ARE TO BE PRE -CAST TILES AND END OF THE GROUTED IN PLACE, NO SURFACE APPLIED DOMES MATS. qg- PARKING STALL COLOR = WAUSAU TILE, TYPE 3, SERIES U4008 - 12" x 12" CONCRETE TILE. COLONIAL RED. DETECTABLE WARNING DOME MANUFACTURE 7 PART NUMBER SHALL BE IDENTIFIED. G ACCESSIBLE PAVEMENT SYMBOL 1 1/2" GALVANIZED STANDARD OU STEEL PIPE. WELD & SMOOTH ALL JOINTS RESIDENTIAL LED LIGHT, CENTER ON STEP RISER LDR 12" MIN SEE LIGHTING LEGEND CONCRETE PAVING, WALL WITH A PLASTER FINISH TO SEE FINISH SCHEDULE MATCH EXISTING MODEL HOME WALLS. \ PAVERS, SEE FINISH SCHEDULE 14 � • P C� SCHEDULE I IF STEPS AND HANDRAIL DETAIL REFER TO LANDSCAPE PLAN FOR FINISHES NOTE: PROVIDE WARNING STRIPS AT TOP OF STAIRS AND ON ALL TREADS PER ADA REQUIREMENTS. CLEARLY CONTRASTING COLOR ADJOINING SURFACES. THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT T AS THE OTHER TREADS OF THE STAIR. 5 434.20 O y0 dr- FS-GB 432.72 3%� GB � P¢•SQ 1 (EXISTING) / a3a.o2 ,LANDSCAPE /r I GF=434.20 9 �2 TC PROPOSED CART PATH / (431.25) (EXISTING) LANDSCAPE 431.79-./ FS too 432.06 f ° EXIST° ``OLF\\EX CONCRETE FS N, GPAR NGT > \ (EXISTING) 157 CURB z i 9'-0^ �+ (UNLESS NOTED OTHERWISE) CD 7,_8. (UNLESS NOTED OTHERWISE) V-4" 8" 4" WHITE STRIPE 1 PAINT 4" WIDE ul 10 DOUBLE HAIRPIN STALL STRIPING 4 (EXISTING) 158 a �c 811 0 20 30 40 60 100 --- • ����� \ / �(. is/P� \` SCALE: 1" = 20' 2 WORKING DAYS BEFORE YOU DIG (IN FEET) NOTE: UNDERGROUND UTILITIES PRIVATE ENGINEERING NOTE SEAL - CITY APPROVED BY THE CITY OF LA QUINTA SEAL - ENGINEER BENCHMARK: IN THE CITY OF LA QUINTA, CALIFORNIA SHEET NO: WORK CONTAINED WITHIN THESE PLANS SHALL ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY ALL UNDERGROUND UTILITIES OR STRUCTURES NOT COMMENCE UNTIL AN ENCROACHMENT THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS REPORTED BY THE OWNER OR OTHERS AND THOSE BM # P.D. 109-70 PRECISE G RADI N G PLAN PERMIT AND/OR A GRADING PERMIT HAS BEEN EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCATION SHOWN ON THE RECORDS EXAMINED ARE INDICATED p ELEV. 27.941 (NAVD 29) OFESS/�j p O 109-70 CHISELED SQUARE WITH WNTHEIR , BY ACCEPTING LOCATION AND EXTENT. ON CANAL BRIDGE S.E. ANDALUSIA TEMPORARY SALES //�� ISSUED. AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR THE OWNER, BY ACCEPTING THESE PLANS OR l�O P� �jJ I4,- q< Y V PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, PROCEEDING WITH IMPROVEMENTS PURSUANT �t' y0 -`�T t<` CIVIL ENGINEERING • LAND PLANNING WING WALL. 2.0 MILES S. THE PRIVATE ENGINEER SIGNING THESE PLANS AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD /,� O S� j 48-725 VEFMA ROAD ALONG JACKSON ST. FROM AND PARKING LOT IS RESPONSIBLE FOR ASSURING THE HARMLESS FOR ANY DAMAGES RESULTING FROM EXISTENCE OF UNDERSIGNED HARMLESS FOR ANY DAMAGES ACCURACY AND ACCEPTABILITY OF THE DESIGN UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO RESULTING FROM EXISTENCE OF UNDERGROUND PAW DESERT, CA 92260 HWV. 111. THEN 2.0 MILES HEREON. IN THE EVENT OF DISCREPANCIES THE UNDERSIGNED, NOT INDICATED OR SHOWN ON THE RECORDS UTILITIES OR STRUCTURES NOT REPORTED TO THE _ ZITE O m PH: (780) 275-1551 W. ALONG AVE.AYE50, 45 FT. M U P NO. 2019-0002 UNDERSIGNED, NOT INDICATED R SHOWN ON THE W m WEST OF MADISON ST. EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE No. 26662 ARISING AFTER COUNTY APPROVAL EE DURING RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED K A CONSTRUCTION THE PRIVATE ENGINEER SHALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR TO TAKE DUE PRECAUTIONARY MEASURES TO BRYAN N16KINNEY, P.E. RCE N0. 49418 EXP. 331-20 {r AND 18' S. OF AVE. 50. STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BE RESPONSIBLE FOR THE DETERMINING AN FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S ANY OTHER UTILITIES OR STRUCTURES FOUND Al THE CITY ENGINEER tP>, C/V(L \Q. ACCEPTABLE SOLUTION AND REVISING THE RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY MARK BY DATE APPR DATE N PREPA D BY: LLOYD . WAT ON R.C.E. NO. 26662 IN SECTION 27, TA.S., R.7.E., S.B.M. F 2 SHTS. TO NOTIFY THE OWNERS OF THE UTILITIES OR REVISIONS EXP. DATE 9/30/20 DATE: / CAL1 DATE: SCASCALE AS SHOWN FOR: W.O. FILE NO: PLANS FOR APPROVAL BY THE COUNTY. STRUCTURES CONCERNED BEFORE STARTING WORK. STRUCTURES CONCERNED BEFORE STARTING WORK. ENGINEER