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PG2019-0001IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA APPROVED FOR PERMITTING: PLANNING & ZONING COMPLIANCE: IP HD O p ° ° o Oro 0 0 o Oro 0 0 lbw a10 2011 o� _ _� � �CUIPo 0 00�Q�] Dp o 000�_ .� a�o� � oC� � C� G�aD 0� p_ CONSTRUCTION NOTES ---- OCONSTRUCT YARD DRAIN. NDS #16S, 3" DIA. SAND A.J. O TEGA AT PLANCHERFLORES DA E COLOR GRATE OR EQUAL. D p� pACTING BUILDING OFFICIAL PLANNING MANAGER 1.90 0111111^`e'11n\ \111'��['''E,' oF pQG� EL 3 o F CITY OF LA QUINTA CITY OF LA QUINTA " 11 F IE CCALHFO�r►`/`�%`_++v_)�/{1I.J 1..! I.J� ��� � LJ V1� nJjI111 �:/ � II�I1\nIIII+�+JIIIIjJ]1f{�I 1..1 I.J �I L O CONSTRUCT YARD DRAIN. NDS #50, 6 UTA. SAND 9 . COLOR GRATE OR EQUAL. GRADING NOTES: O CONSTRUCT 6"X6" TEE SDR-35 .=1-11❑ n 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION AND SOILS PROJECT ( } 00 00 ° Q p IE L 27nog)2, � LI V Ll O 9 m (0p N0. B7-19fi5-P2, REPORT N0. 90-08-775, DATED $-14-1990 & 501LS UPDATE LETTER PROJECT N0. B-9905-P2, REPORT N0. 88-11-758, DATED „ F A � �--�] Mj ��"fJ �J [[SS �Vj ❑ p 11-21-1988 PREPARED BY BUENA ENGINEERING, INC. & SOILS UPDATE LETTER PROJECT NO. 554-18141, REPORT NO. 18-05-220 DATED 5-8-2018, ®CONSTRUCT 6 PVC PIPE, (SDR'-35). SLOPE AT 1% ►'` RESULTS OF PERCOLATION TESTING PROJECT NO. 544-18141, REPORT 18-10-490 DATED 10-1-2018 PREPARED BY SLADDEN ENGINEERING. UNLESS OTHERWISE NOTED ON I PLANS. I N THE S E 1 /4 O F SECTION � O T � S R f E S B M 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO ENSURE COMPLIANCE WITH OCONSTRUCT 8" PVC PIPE, SDR-35 . SLOPE AT 1 % > > 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, UNLESS OTHERWISE PLANS. ' 1 ` ; r - `- - - - -_ . fl SPECIFICATIONS AND CODE WITHIN THEIR PURVIEW. F f I I I ' 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE o E PLAN AND PERMIT. 3 j - - - - -- - - - - - -- '- - "13 �'� PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 6 CONSTRUCT WALL PER SEPARAl L: l I HEIGHT AS SHOWN ON PLANS. f E, �� ` ✓ " ` - y - -. �� f I 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS ENGINEER. ._ �, j I : �,', � I I I _ -- - = _ _-� -.- S ET 5 �� 6. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7 SAW CUT AND REMOVE EXISTING 8" CURB & GUTTER �11I , ,L I �'._ ` �`� - --- - . I 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 9OX RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. It I._ . L - - EIS H E T 5. � - -- -- �,� -�, ( * PER LIMIT SHOWN ON PLAN. 3 '- i ��. _- ^ _ - `, �: -- -� �- 8. MINIMUM PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE AT A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT s. '; � ' _ m.' ' '° a E OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.5%. 8 INSTALL TRUNCATED DOME TILES PER ADA STD S & -' S o � ; • _..�_ _ 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE CLQ STD DWG 2�0 I! �T Q i i r4 6 F.__.;L..., _ .._.- _--__... .. -,._,.-..,_.�...,__. y _ - . , .;-. : -. .. r� E, IFn e i 1 i :. S 7 I i I I SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING /i„ ! / 9 CONSTRUCT H C RAMP WARNING TRACK PER CLQ &ADA STD DWG. I i I `' ,. I ' CODE SECTION 700, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. ,. r :. o E r r ;O + r i 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 „ W I I - u xs.� r,-- --,___ : o ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTIONS. 1O CONSTRUCT 6 CURB & GUTTER PER CLQ STD DWG 201 '" o j ! i A I ... "rn -r-~____m , I a 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL, THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. W �::;` .. I i 5 I> E o0 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH 11 CONSTRUCT 6" TYPE "D" BARRIER CURB PER CLQ STD DWG 210�'_4i,I I m @ I : ,fj G GF L E HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACEMENT. TESTING IN AREAS OF A CRITICAL NATURE OF W I I l i 4r_i; ,.> . L:. ;_ ,, I ': SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. o12 CONSTRUCT 6.5" FIBER REINFORCED PC CONCRETE PAVEMENT I .: - � ..- - �. ,. ���'�� ., 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE "CRUSHED AGGREGATE (CLQ PSN 97056 COLOR FINISH � ` �' ___ _ _ �� ... 'is', ?; i e ! i IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING SHALL BE SO NOTED FOR EACH TEST. OVER 8 ( Q } t - . .- . - RMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD & EXPANSION JOINTS PER ARCHITECT'S &SOILS ENGINEER rI I 4 �c I c - SUFFICIENT MAXIMUM DENSITY DETERECOMMENDATIONS. F'z �ff ' "ci I TECHNICIAN. 14. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING. INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: o13 INSTALL 7 16" BRICKSLOT GALVANIZED STEEL), PART 98999. �]# ° i ' °° 1 I� SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS AND DRAINAGE. ( # lO _--I ' PA1�, C E c� i +„" `�. . u• --�-b 15. THE FINAL UTILITY LINE BACKFlLL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE _ ,. � �, FOR THE INTENDED USE. 14 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER R' Q R SEPARATE BUILDING PERMI o � ; �:J 2 :'' _ - - / , - „ . 1 1fi. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR T(S). MANUFACTURER INSTRUCTION. d I I _ , j � •� I0 W .Ii � : ,,, 4 1_ _ . , 17. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT „ „ i �!,::::::E# - 1 rr AA `"` c� . . ► _ �_,� 1 IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF THE STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, TH 15 CONSTRUCT 4 PC CONCRETE PAVEMENT OVER 12 NATIVE V , � h e 4 `, E o -,� j.': CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL SOIL COMPACTED TO 95% PER CLQ STD DWG 200. j z ; II I I; : ao ;� 1- = ADEQUACY OF THE FACILITIES. 16 CONSTRUCT 4" WIDE PC CONCRETE RIBBON GUTTER OVER 6" `' II SEE SHEET 5 � r , �`_ A = 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS 0 I �„� ", " ; II ; -> PROJECT. ALL MEASURES SHALL BE TO THE SATISFACTION OF THE CITY. CRUSHED AGGREGATE CLQ PSN 97056. = :' N '. - I II i 1 U) I :-. I I S p 17 CONSTRUCT 4.5 AC PAVEMENT', OVER 6.5" MISC. CRUSHED AGGREGATE�W I I`t - w , IN „w,,.„.� 1 __L �„_._� �; , - -- A ' PAVING NOTES: BASE OVER 12 NATIVE SOIL COMPACTED TO 95%. %'� I ,,�, I ) ` / ., 4. % `` I y, I . B , , I I u. Qrp e , \,�_..-A 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE " P CONCRETE DRIVE APPROACH OVER 6" CRUSHED �1�_ i � � � � �2, 1 , r�� INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY, WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYORS INDICATING 18 CONSTRUCT 6 C C? �r I I t W W '� ab� O } 9 THE SUBSURFACE ON OF THEIR UNDERGROUND FACILITIES HAS BEEN INSTALLED AND ACCEPTED. AGGREGATE BASE (CLQ PSN 97056). �. , 4 r `: ,-,, r'` I i r v = `,'�. t @ - "?i :. 2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED AND LIGHTED IN CONFORMANCE WITH THE CALTRANS MANUAL FOR TRAFFIC f� In `, °� ' ti `' e % CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY 19 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. € : --_ _�__ .��_ _ __-; -;: , 1 _ E 20 PAINT 4 WHITE PARKING ST STRIPING, PER CLQ STD DWG. ! ,:, ? 5: W W I '� . € . rye 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO 2 OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO o O I. I` "` .. 'I \ SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS COACHELLA VALLEY VERSION, NOTED AS FOLLOWS: . I ETE WHEEL STOPS OR APPROVEa EQUAL N I , ..., , P E} { : i �... : - ,. `:. 'z t ; � ,� �. \TORM DRAIN ADS N-12 OR APPROVED E UAL 1-r.� WEARING COURSE UPPER COURSE : IIIA-C2-PG7O-10 INSTALL 18 DIA CPP S Q I • � _ �� _;, --- ( } :- '.11 I - �. �,_�' �% 1o� + BASE COURSE LOWER COURSES): IIIA-B3-PG70-10 2 CONSTRUCT MAXWELL PLUS DRYWELL SYSTEM. _ : . J �! - .. �w_.� \ 00 ® - ----- _. _q` _ �=" �.... - : 1, e�i2 3 CFS ' } - THE WEARING COURSE SHALL BE 0.1 FT THICK; THE BASE COURSE(S) SHALL CONTAIN A BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. --- 1 ___._ _ .° SEE SHEET 6 rM... _- Fs 2 CONSTRUCT CATCH BASIN PER CLQ STD DWG 300 W/ WCS 1 TRASH `... ,. ;- SHEET 5 _-..- ® t y \ 4. MIX DESIGN REQUIRED: FOURTEEN (14) DAYS PRIOR TO COMMENCEMENT OF PAVING OPERATIONS, THE CONTRACTOR SHALL SUBMIT FOR CITY APPROVAL, CAPTURE DEVICE OR APPROVED EQUAL. I -'I �'��"� �� ::::'� _ = �\ `,, ., \- \ `� A COMPLETE PROPOSED MIX DESIGN IDENTIFYING THE MIX CHARACTERISTICS SUCH AS AGGREGATE GRADATIONS, VOIDS IN MINERAL AGGREGATE (VMA), AIR PAINT 4" WHITE PARKING STALL STRIPING PER CLQ STD DWG. '� ' --� �- „`--- - - ' \\: \ `� VOIDS ANDS VALUE FOR VARIOUS OIL CONTENTS FOR EACH MIX. 25 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES AND THE AC BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT GRAPHIC SCALE INDEX & LOCATION MAP SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1 H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. Q INSTALL PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL NOTE: THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT A RATE OF 0.1 GALLON/YARD. so I iI I ea 120 SCALE 1 "=30' �`" ©INSTALL H C SIGN PER CLQ STD DWG & ADA STD'S ON FENCE / CONSTRUCTION AND DEMOLITION WITHIN PUBLIC RIGHTS -OF -WAY REQUIRES SEPARATE "STREET CONSTRUCTION PERMIT". 7 / SHEET 1 -COVER SHEET DETAILS NOTE: ► 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO -THE CITY ENGINEER. CONSTRUCTION SHEET 2 - PRECISE GRADING & PAVING PLAN(WEST) DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM CITY OF LA QUINTA PUBLIC WORKS OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE, AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY 2® PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ, STD DWG. ( IN FEET) SHEET 3 -PRECISE GRADING & PAVING PLAN(EAST) DEPARTMENT SEPARATE BUILDING PERMIT(S) IS REQUIRED FOR THE WATER FEATURE, FIRE PIT AND BLOCK WALLS. ALL INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING AND/OR COLD PLANING, AS NEEDED. 1 inch = 30 ft SHEET 4 - DIMENSION CONTROL PLAN INTERFERING TREES TO BE RELOCATED OR REMOVED PER LANDSCAPE PLAN. SURFACE WATER WILL DRAIN AWAY . AL 7• ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVEMENT INSTALLATION IS COMPLETED. 2® PAINT 12" WIDE WHITE LIMIT LINE & "STOP" LEGEND SHEET 5 - SITE DETAILS „ 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: BUILDING, GRADE SHALL FALL 6" WITHIN THE FIRST 10 FEET. INSTALL 4 PVC PIPE. (SDR-35). S=0.0200 MIN. TO „ „ S FOR SEWER SHEEP 6 -- STORM DRAIN DETAILS CONNECT ROOF DRAINS TO ONSITE DRAIN SYSTEM. „ „ 30 INSTALL R-1 "STOP" SIGN (30"X 30") GENERAL NOTES: G FOR GAS 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 "E" FOR ELECTRICAL POWER 31 INSTALL 6" DIA SDR-35 SEWVER LATERAL OR APPROVED EQUAL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. SIGNING & STRIPING NOTES: 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 INSTALL 6" DIA SEWER CLEaNOUT PER CVWD STD DWG S-6 RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THE PROJECT. 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRIPING WITHIN THE PROJECT LIMITS TO ENSURE COMPATIBILITY WITH THE SIGNING AND STRIPING PLANS. 2. PAVEMENT LEGENDS SHALL BE PER THE PAVEMENT MARKINGS CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGN MANUAL PUBLISHED BY FHWA. 3 INSTALL 24" DIA MANHOLE PER DETAILS SHEET 4 OR APPROVED EQUAL ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND THE CITY OF LA 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AS REQUIRED BY THE CITY OF LA QUINTA OR OTHER GOVERNING AGENCIES. QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS. UNLESS OTHERWISE SPECIFIED. 3 INSTALL 60" DIA. ADS DRAINAGE PIPE OR APPROVED EQUAL. 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 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING THE SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. PHASE OF CONSTRUCTION AT (760) 777-7048. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKINGS IS PERMITTED WITH PRIOR APPROVAL FROM THE CITY ENGINEER. 35 CVWD FORCES TO INSTALL 3/4" METER AND BF DEVICE PER CVWD STD 5. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS WITH REFLECTORIZED MATERIAL IN BOTH COATS AND SHALL CONFORM TO SECTION 84-3, DWG W-11 ON NEW 1" SERVICE FOR IRRIGATION USE AT DEVELOPER'S EXPENSE. UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO LEGEND: ENTITLED PAINTING TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS INSPECTION 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT, OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS. CITY OF LA QUINTA ENDS, LEGENDS, ETC, PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. CLQ 6. THERMOPLASTIC TAPE MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY THE CITY ENGINEER. 7. THE CITY ENGINEER SHALL APPROVE THE DESIGN AND INSTALLATION OF ALL STREET NAME SIGNS, TRAFFIC CONTROL SIGNS, TRAFFIC STRIPING, LEGENDS, AND PAVEMENT TOP OF CURB / 36 CVWD FORCES TO INSTALL 1" METER AND BF DEVICE PER CVWD STD TC 7. WHEN STREET IS CURB --LESS OR WHEN STREET ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE DWG W-11 ON NEW 1-1/2 SERVICE FOR DOMESTIC USE AT DEVELOPER'S EXPENSE. MARKERS TYPE AND LOCATION. Tp TOP OF AC PVMT CONTROL PAINTS (ON 50 FOOT CENTERS-i.e. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED LAND SURVEYOR OR CIVIL CONTRACTOR TO CONNECT 0 NEW BF DEV. UNDER DIRECT CVWD 8• THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS, OR FOUND DURING CONSTRUCTION. REMOVAL AND FS FINISH SURFACE ENGINEER AS A BASIS FOR STRIPING LAYOUT. INSPECTION REPLACEMENT SHALL BE DONE BY A REGISTERED CIVIL ENGINEER WITH AN R.C.E. NUMBER BELOW 33,966, OR A LICENSED LAND SURVEYOR ONLY. FG FINISH GRADE 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN 9. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS AS FL FLOWLINE ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY 3� INSTALL 6"X4"X2.5"X2.5" SUPPER HYDRANT {WET BARREL TYPE) PER CVWD STD. DWG. #W-33A FOLLOW: GB GRADE BREAK SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES, SAND BLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL OCTOBER 1ST TO APRIL 30TH: MONDAY THROUGH FRIDAY 7:OOAM TO 5:30PM HP HIGH POINT REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 38 INSTALL 4" HYDRANT STANDPIPE. MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:00AM TO 7:00PM LP LOW POINT 9. DEBRIS FROM REMOVAL OPERATIONS SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO FF FINISH FLOOR PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY 39 INSTALL ADA "PATH OF TRAVEL" SIGN WORK SHALL BE PROHkBlTED ANY TIME ON SUNDAYS 0R ON CITY HOLIDAYS. NO REDUCTION OF THE TRAVELED WAY WIDTH SHALL BE PERMITTED ON ANY CITY STREET ON PE PAD ELEVATION REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH-POWERED VACUUM 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE WEEKENDS OR HOLIDAYS, OR WHEN ACTIVE WORK IS NOT BEING DONE, UNLESS PRIOR AUTHORIZATION NG NATURAL GRADE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINT 40 INSTALL 6" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT TO DO SO IS GRANTED BY THE CITY ENGINEER. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS TW TOP OF WALL SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. AUTHORIZATION DO SO IS GRANTED BY THE CITY ENGINEER. TF TOP OF FOOTING ASPHALTIC SEALANT. 41 INSTALL 4" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT 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 TMH TOP OF MANHOLE 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. DONE To THE SATISFACTION OF THE CITY ENGINEER. BSL BUILDING SETBACK LINE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS 11. ALL CONSTRUCTION AREAS SHALL BE PROPERLY POSTED AND LIGHTED IN CONFORMANCE WITH THE CALIFORNIA STATE MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FOR LSL LANDSCAPE SETBACK LINE SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 4 DISTRICT FORCES TO INSTALL 6" DETECTOR CHECK ASSEMBLY AT DEVELOPER'S USE IN THE PERFORMANCE OF WORK UPON HIGHWAYS IN ORDER TO ELIMINATE ANY HAZARDS. WV WATER VALVE 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE EXPENSE. CONTRACTOR TO INSTALL VAULT PER CVWD S STD. DWG. W-30B. 12. CONSTRUCTION PROJECTS DISTURBING MORE THAN 1-ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. SMH SEWER MANHOLE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT CONNECTION BY CONTRACTOR TINDER DIRECT DISTRICT'S INSPECTION. OWNERS/DEVELOPERS ARE REQUITED TO: P/L PROPERTY LINE LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 43 INSTALL 4" PIV & FDC ASSEMBLY PER DETAIL ON SHEET 4. A) FILE A NOTICE OF INTENT (NOT) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); R/W RIGHT-OF-WAY 13. STRIPING LAYOUT SHALL BE APPROVED BY CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. CONTACT THE CITY ENGINEERING DEPARTMENT 48 B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP); AND C/L CENTERLINE 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT WOOD POSTS ARE 44 INSTALL 6" D.I. GATE VALVE W/POLYETHYLENE ENCASEMENT {DJX MJ) 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 TOG TOP OF GRATE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE " " PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. INV INVERT OF PIPE 20 FOOT CLEAR ZONE OF THE ROADWAY SHOULDER. 45 INSTALL s x4 D.I. REDUCER (CONCENTRIC) MJ x MJw/POLYETHYLENE ENCASEMENT PIG POINT OF INTERSECTING GRADE STORM DRAIN NOTES: 46 CONSTRGT 8" CURB &GUTTER PER CITY OF LA QUINTA STD. DWG. #200 TCO TOP OF CLEANOUT 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE ASTM AND CALTRANS HIGHWAY QWNER/APPLICANT: LANDSCAPE ARCHITECT UTILITY PURVEYORS: P PLANTER DESIGN MANUAL STANDARDS AND SHALL BE UTWZED WITHIN THE CITY ROW. RCP SHALL BE SEALED [� �li= s. a SAW CUT AND REMOVE EXISTING AC PAVEMENT CHRISTIAN TITLE HERMANN DESIGN GROUP SEWER WATER: COACHELLA VALLEY WATER DISTRICT PA PLANT AREA 3 El II SUITE 102 / WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP j EXTERIOR o CONSTRUCT FULL SECTION �C PAVEMENT 79-615 N. TOM FAZIO LANE 77-899 WOLF ROAD, RD ROOF DRAIN (760}398-2651 HGL100HYDRAULIC GRADE LINE 100YR CIRCUMFERENCE. ,�i � � >> LA QUINTA, CA 92253 PALM DESERT, GA 92211 GAS: THE GAS COMPANY (213)244-1200 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE ALHAMBRA FOUNDRY A-1497 OR EQUIVALENT v Q� I PAINT 4" WIDE GREEN ELEC RIC VEHICLE STRIPING ANTI LEGENDS en(76O}777-6576 (760)777-9131 OFFICE (760)774-5070 CELL ELECTRIC: IMPI=RIAL IRRIGATION DISTRICT (760)398-5811 PER ASTM A-48, CLASS 356 IRON, DIPPED TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATION), INSTALL ELECTRIC VEHICLE SIGNAGE TELEPHONE: FRONTIER, ( ) EXISTING GALVANIZED LIDS & RINGS (CONCRETE INSTALLATIONS), HAVE 30 MINIMUM CLEAR OPENING, AND BE � ENGINEER: LEGAL DESCRIPTION: (888)669-9034 -� AVENUE 48 CABLE: STAMPED SD ON COVER. �'U�` z SPECTRUM, (855)986-4919 DAYLIGHT LINE 3. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN 51 INSTALL YARD DRAIN, NDS #3, 4" SQ, WITH ESSI ENGINEERING PARCEL 3 OF PM N0. 27892 PMB 182/63 - - DEBRIS RESISTANT GRATE OR EQUAL. 77-570 SPRINGFIELD LANE, SUITE "C" ASSESSOR'S PARCEL NUMBER: ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITY's INSPECTOR OR A13 S PALM DESERT, CA 92211 FEMA ZONE: TOP/TOE OF SLOPE LINE DETERMINED BY THE SOILS ENGINEER. (9 INSTALL PRECAST CONCRETE PAVERS PER ARCHITECTS PLAN. _ ZONE X, PANEL # 2241 G, MAP # 06065C2241 G APN: 643-200-032 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. ii Q EO)SSISHAHANDEHFAX {760)772-8421 SITE ADDRESS: DISTURBED AREA PROPOSED CONCRETE 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORM WATER INFILTRATION CH FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. IMMEDIATELY PRIOR TO FINAL essi.shohndeh®eeicompany.com 47-705 CALEO BAY DRIVE AREA=49,484 SF, 1.136 AC ACCEPTANCE OF STORM DRAINAGE RETNETION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL ,* ESTIMATE OF EARTHWORK QUANTITIES: BASIS OF BEARINGS: LA QUINTA, CA 92253 CITY REFERENCE DWG'S ASPHAITE PAVEMENT CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY � `' DEMONSTRATE THE FUNCTION ADEQUACY OF TFIE FACILITIES. a s' RAW CUT: 800 CY RAW FILL: 575 CY NORTHERLY PROPERTY LINE OF PARCEL 3 PM THOMAS BRO S REFERENCE. N/A 0.1' STRIPPING: 194 CY 27892, PMB 182/63-33, O.R. RECORDS OF PAGE 849 GRID G-3 (38TH EDITION) PARKING SPACE DATA: REMOVE EXISTING .0.2' SUBSIDENCE: 389 CY RIVERSIDE COUNTY, STATE OF CALIFORNIA. LAND USE: PROPOSED PARKING SPACES: 2 H/C (2 VAN), 3 EV (1 VAN) AND 33 ASPHALT PAVEMENT PEES; SUBTOTAL: 1158 CY BEING: N89' 31' 06"E o9ts L � 15% SHRINKAGE: 174 CY ARCHITECT: EXISTING: CC COMUNITY COMMERCIAL STANDARD (38 TOTAL). PLANNING HAS REVIEWED THE OVERALL PARKING � REMOVE EXISTING 4`��11% IMPORT: 532 CY TOTAL ADJUSTED FILL: 1332 CY PROPOSED: CC COMUNITY COMMERCIAL STATUS AND FINDS IT TO BE ADEQUATE FOR THE PROPOSED USAGES CONCRETE PAVEMENT y No. ,45, SOUTH WEST CONCEPTS, INC. SURROUNDING: CC COMUNITY COMMERCIAL ----- F/L uj NOTE: THE QUANTITIES SHOWN ON THESE PLANS IS FOR THE PURPOSE: OF 78-115 CALLE ESTADO, SUITE 105 ZONING: ----R/W FLOWLINE OBTAINING A PERMIT ONLY! THE CONTRACTOR IS RESPONSIBLE FOR LA QUINTA, CA 92253 COMUNITY COMMERCIAL ----- C/L RIGHT-OF-WAY THEIR OWN QUANTITIES FOR BIDDING PURPOSES! (760)564-4707 OFFICE (760)333-2179 CELL PROPOSED: CC COMUNITY COMMERCIAL ---- P/L CENTERLINE SURROUNDING: CC COMUNITY COMMERCIAL PROPERTY LINE OF • KncoW what's bet 0 a I I befor4m d i g - DATE BY MARK ENGINEER DESIGNED BY: SOILS ENGINEERS CERTIFICATE o WE HAVE REVIEWED THIS PRECISE GRADING PLAN AND FOUND IT TO x BE IN SUBSTANTIAL CONFORMANCE WITH THE RECOMMENDATIONS OF 1.1 (n �, OUR REPORT NO. 544-18141, 18-05-220, DATED MAY 8, 2018. W �a` , b AVENUE S4 jam, BY - _-. -�--------_----- _ DATED �° 11#1 VICINITY M A P BRETT L. ERSON RCE NO. 45389 WDID 7 33C387259 NTS NEW RECOMMENDED FOR SEAL SEAL APP OVED BY =ssi IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA SHEET No. APPROVAL £ ESS 77-570 SPIINGFIELD LANE SUITE "C" DATE APPR. DATE CHECKED BY CITY DATE CHECKED BY: QRo 111 \AR Sygyq<< w No. 47834 :r- w W dMz!_AV-10-14 PRECISE GRADING & PAVING PLAN 1 BRYA McKINNEY, P.E. DATE ENGINEERING PALM DESERT, CA 922 i 1 1 CITY ENGINEER {760) 772��00 OFFICE CAA AHI' � 21D1�OOO�i & Ciff' 2JC118-OOOr1 R.C.E. NO. 49418 - EXPIRES 9/30/2020 3 OF PARCEL MAP PREPARED UNDER THE DIRECT SUPERVISION OF: �C�-� __ le-z P? SCALE: 1"=30' ESSI SHAHANDEH DATE DATE: JAN 2019 RCE NO. 47834 - EXPIRES 12/31 /2019 (7ua177z'0421 FAA PORTION OF PARCEL CIVIL AND STRUCTURAL ENGINEERING ^ PLANNING - SURVEYING 27892 PMB 182/63-66, O.R. OF 6 SHTS. COVER SHEET BENCHMARK: I APN 643-200-032 FILE No. IN THE SE 1 /4 Of FOR . SOUTHWEST CONCEPTS 7E SBM JOB No. PG2019-0001 20180114 REVISIONS DRAWN BY: , p ��, -: _ ' �- - - - - --- ----- -PAN L'I/ I I CONSTRUCTION NOTES4.6 CVWD EASEMENT CONSTRUCT YARD DRAIN. NDS #16S, 3" DIA. SANDM 6b2i �� COLOR GRATE OR EQUAL. D DIA. SAND DRAIN.CONSTRUCT YARD #, II CIF r I �' \ MB 1 8 2 / 6 3 - .66 I ; ` 1$" DIP TO BE ADDANDONED _ COLOR GRATE OR EQUAL. I 6 HIGH WROUGHT IRON' I { BY CVWD FORCES FROM 6" � " ' :i f 3o CONSTRUCT 6"X6 TEE (SOR-35). SECURITY FENCF4 'PER BLOWOFF TO 18 VALVE. AN�843-�0J0�004 SEPARATE,PCAN AND PERMIT { - a - - T 6" PV LOPE AT 1% L..�. -. - _ _ -_ - _ - - _ - _ - _ _ = UNLESSOTHERWISENOTED (ON PLANS. .., �-.. - - - '� L=30' � 62.20TG - - � � 62:$STG- -. „ I I I I I i 62.20TG - - - - M 20TG - S-O.0100 I 2 =0.01 Ofl 51 S=0.0100 O CONSTRUCT 8 PVC PIPE, (SDR-35). SLOPE AT 1 % 60.201NV 2 S- i fl0 59.901NV 2 59.60INV 59.301NV 4 ( 4 n ^ 4 UNLESS OTHERWISE NOTED ON PLANS CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. HEIGHT AS SHOWN ON PLANS. "DOTGSAW CUT AND REMOVE EXISTING 8" CURB & GUTTER _..._ ____. __..._ ._ _ PER LIMIT SHOWN ON PLAN. ______ ._.. _ _ _... PAS - - , II I� f I �, ''..--- ..:_. _.._ - _ _ ___ .. _. ,_.__. _ _. _ _.___ __ _ ___...,_. _ __.__ _ ._ _ ..__�. i __. __ 08 INSTALL TRUNCATED DOME TILES PER ADA SIDS & I l Y € i I I CLQ STD DWG 250 CONSTRUCT HNC RAMP WARNING TRACK PER CLQ & ADA STD DWG. JI { I I CONSTRUCT 6" CURB &GUTTER PER CLQ STD DWG 201 PA Y. A r � � 11 CONSTRUCT 6" TYPE "D" BARRIER CURB PER CLQ STD DWG 210 I I ' 7 ---' 12 CONSTRUCT 6.5" FIBER REINFORCED PC CONCRETE PAVEMENT I I I i U I = I'x, `� _.." m... :_._:..._.- :- .�- ---_ _: _ _ - __µLL 4 r -- OVER $" CRUSHED AGGREGATE (CLQ PSN 97056) COLOR, FINISH 11 { I I I I I r I G { �� 4 I 62.20TG 62.20TG S PER ARC CT'S &SOILS ENGINEER & EXPANSION JOINT HITE _ 60.211NV 2 L=18 60.031NV 2 5=0.0100 RECOMMENDATIONS. J' I ? a• 1 I II I ''��"` I ` 1 f i 1 . '` 4 13 INSTALL 7 16" BRICKSLOT GALVANIZED STEEL PART #9$999. II I I I -4- . _ I - - - - INSTALL ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER xFA MANUFACTURER INSTRUCTION. " CONSTRUCT 4 PC CONCRETE PAVEMENT OVER 12 NATIVE I G� ,�:� 62.QQTG 2 n - -- 6. • - 62:51=G_ _ _ SOIL COMPACTED TO 95% PER CLQ STD DWG 200. V I # 3 I Dc -_. : - :._.: _ ..... _ �_�..m� CONSTRUCT 4 WIDE PC CONCRETE RIBBON GUTTER OVER 6 „ ,:, . I I _ •,�. � . _._. � _ � ___ _._� .. _ - ,_ _ i 4 i .941N ,. _ ��; 3° � -- I �`AGGREGATE I _ .: !, _ _ _ ``& � � ail ski! I o » � » � CONSTRUCT 4.5 AC PAVEMENT OVER 5.5 MISC. CRUSHED AGGREGATE II II i I II- - 2 BASE OVER 12" NATIVE SOIL COMPACTED TO 95%. a I 't' - - L=20; 18 CONSTRUCT 6" PC CONCRETE DRIVE APPROACH OVER 6" CRUSHED GAS. I' j ' ,....` -. N J a 4 # 5-fl 010 Ii AGGREGATE BASE (CLQ PSN 97056). e �� , I { 1: _ _ I � I _"s -. � � � I ry , 3 . � � � ; 't 19 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. I ti I 5 �+ G3.'s264.5OTW.,F : " EXIST. BLOCK WALL ._.._..ryh`sf �� I ._. _ - -- - 3 3 '._ __ (o 20 P I I LOT , I I J ..,. �_ PAINT 4 WHITE PARKING STALL STRIPING, PER CLQ STD DWG. 61.50TF lI' 21 CONSTRUCT PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL. I .:•' sa.zs i I I ` fi-� � o �. j I ---� 51831 INSTALL 18 DIA CPP STORM DRAIN ADS N 12 OR APPROVED EQUAL 29�` ..� 59:831NV � :�; 2 " _ U %.; :..GASLLJ � I s•.i � M � - 1EE 1 ------ CONSTRUCT . _, f CONSTRUCT MAXWELL PLUS DRYWELL Is! I = 9 2 sYsr1=M. l- _ RESTRICTED ......:... , "' --` S QA1 flfl 4 W I I !�,.�*- ¢ I,1 ACCESS to ;; P M f 8 z-_L.._ 204 CONSTRUCT CATCH BASIN PER CLQ STD DWG 300 W/ WCS-1 TRASH 1 " J'F I I IJ - -- I L. 64.50TW 6 CAPTURE DEVICE OR APPROVED EQUAL. ' �� s2.flaTG 2 ; , 62.86 » I I 59.301Nv I I a w,� ror- I IB 1 8 / C3 c) - I 61.50TF II PAINT 4 WHITE PARKING STALL STRIPING, PER CLQ STD DWG. II 1 _. _... _ _ _ PA PA. -t �y INSTALL PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL I I I I I I { I I I I N I `> FF = 8 3.1 / 62 20TG 26 ' rt 59.621NV I 1 ,n l MONUMENT: SIGN '13Y I i 1 2.$6TG 4' 7 INSTALL H/C SIGN PER CLQ STD DWG &ADA STD'S ON FENCE SEPARATE FLAN PERMIT I x l P E= 8 .5 € I 14 1.751NV W T 1 y c7 w oc r r 1 L-4' 1rrr �+, 2® PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ, STD DWG. I� �' { I I I I}'' I I © o 'a' I I - } Z M S=0.01 0 4 l N I' PAINT 12 WIDE WHITE LIMIT LINE & STOP LEGEND ' » "STOP" i a_ 4 INSTALL R-1 "STOP" SIGN (30"X 30") rn INSTALL DIA SDR 35 SEWER LATERAL OR APPROVED EQUAL Imo, III L �a PA . 6" Qu E ' 1 ; .e _ ,� 31 " 62.2OTG 62.20TG INSTALL 6 DIA SEWER CLEANOUT PER CVWD STD DWG S-6 30' BSL r I r, 59.881NV - 59:701NV 2 J { 2 L-13' 3 INSTALL 24" DIA MANHOLE PER DETAILS SHEET 4 OR APPROVED EQUAL 1; I l 5=0.0100 .4 3 INSTALL 60" DIA. ADS DRAINAGE PIPE OR APPROVED EQUAL. € 62.aQTG t� ____-_.__ 35 CVWD FORCES TO INSTALL 3/4" METER AND BF DEVICE PER CVWD STD E r� I E ' I I I I PA 59.flQINV 2 o DWG W-11 ON NEW 1" SERVICE FOR IRRIGATION USE AT DEVELOPER'S EXPENSE. CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD j F 62.2OTG 2 I" < INSPECTION 59.831NV CVWD FORCES TO INSTALL 1 METER AND BF DEVICE PER CVWD STD L=10' DWG W-11 ON NEW 1-1/2- SERVICE FOR DOMESTIC USE AT DEVELOPER'S EXPENSE. ji 11 f (f I I ,,i Sri 0100 4 CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD ,n' I..; INSPECTION II __j I I F ::_�__:__. . _ .- u:_ .�- � -- - =_= - -; 3 INSTALL 6"WX2.5"X2.5" SUPPER HYDRANT (WET BARREL TYPE) PER CVWD STD. DWG. #W-33A 1 I I I ] € f I I I I I 2.2OTG Q 9.931NV 2 3 38 INSTALL 4" HYDRANT STANDPIPE. ql I „rW ! , I I I LIB L=10 ;I " b I m 39 INSTALL ADA PATH OF TRAVEL" SIGN 11 II I I j, 6"X6" TE S=fl.0100 4 (c _ I w 58 701NV 3j L _ I " " "` oQ INSTALL 6 DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT =fl 10fl® PA 4 MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. 1I �w I I I c ; 62.20TG T j 6fl.031NV 2 INSTALL 4" DIA. DTP WATER SERVICE W/POLYETHYLENE ENCASEMENT 11.41FS r� 61.65FS i�- _ I MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. .. �_._ m 62.00TG 2 �, 1 4 40? DISTRICT FORCES TO INSTALL 6" DETECTOR CHECK ASSEMBLY AT DEVELOPER'S 6 $ 58.79iNV = ' EXPENSE. CONTRACTOR TO INSTALL VAULT PER CVWD'S STD. DWG. W-309. Il ,I if 11 I I I I I I i I CONNECTION BY CONTRACTOR UNDER DIRECT DISTRICTS INSPECTION. ilW �I W__a_____ _.__.. ,_ o-. ,-_-__._ 43 INSTALL 4 PIV & FDC ASSEMBLY PER DETAIL ON SHEET 4. so. do' 5 , I '' N 44 INSTALL 6" D.I. GATE VALVE W/POLYETHYLENE ENCASEMENT (DJX MJ) INSTALL 6"X4" D.I. REDUCER (CONCENTRIC) MJ X MJW/POLYETHYLENE ENCASEMENT I f I _ 60.�0FS N;I � � .� I p u I LO28' 46 CONSTRCT 8" CURB & GUTTER PER CITY OF LA QUINTA STD. DWG. #200 PA 1 ; ! 63.17FF S=0.010fl ®, „` 62.20TG ®� {.� __ I L=412' -_- - 62.20TG L=2fl±� 2 L=20 ;� 62.20TG 4 SAW CUT AND REMOVE EXISTING AC PAVEMENT I ' e� , i' { I I �- ! 3.13FS 62.2OTG 2 L=15' 62.20TG 62.5FG 7.601NV 2 S=0.01080 7.401NV 5=0.0100 r 7.201NV -° � =0. 10 S=0. 100 8.031NV 4 S-Q.O100 2 ? - n/ 57 $81NV CONSTRUCT FULL SECTION AC PAVEMENT .} % 62• FS 4 I 6fl.50FS I IIII I m.. » - - -- _ - STRIPING AND LEGENDS E � 4 PAINT 4 WIDE GREEN ELECTRIC VEHICLE _ - I 60.90FS - - INSTALL ELECTRIC VEHICLE SIGNAGE �1 I k 63.1 fFB ROPOSED WATER LINES 15 .`,' s� 15 " { 1 I I ( I 62 5FS 51 INSTALL YARD DRAIN, NDS #3, 4 SQ. WITH DEBRIS RESISTANT GRATE OR EQUAL. 62.0flTG 2.39FS 6"X INSTALL PRECAST CONCRETE PAVERS PER ARCHITECT'S PLAN. 5TE 8.5111 2 58. INV 3 SEE DETAIL ON F 6 HIGH WROUGHT IRON � I I I I � �� ���".._ I M J , � `�._ -•, • I fr'� SECURITY FENCE SHEET 5 -----_.- I�-� �- - - _ ---- -- --.� = - - GRAPHIC SCALE i J _ EXIST. CONCRETE WAIIIVAY 10 0 5 10 20 40 IN FEET ) 1 inch = 10 ft RECOMMENDED FOR SEAL SEAL APPROVED BY - � IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA SHEET No. APPROVAL aFE$$/ , 77.570 SPRINGFIELD LANE, SUITE "C" p QR R Sy °fix ld PALM DESERT, CA 92211PRECISE GRADING &PAVING PLAN BRYA MCKINNEY, P.E. DATE �i }�� C �i (760)772.8400OFFICE CAI A Aff MMM SW 2IX -QDO(i & 216-OM4 �P yo yc_ CITY ENGINEER t ll G I l Y E E R I 1 Y 47834 m R.C.E. NO. 49418 - EXPIRES 9 30 2020 (760) 772 8421 FAx PORTION OF PARCEL 3 OF PARCEL MAP PREPARED UNDER THE DIRECT SUPERVISION OF: CIVIL AND STRUCTURAL ENGINEERING PLANNING SURVEYING 27892 PMB 182/63-66, O.R. OF 6 SHTS. LK�'lOW Wilmtw3r %eloW. DATE OZAII befcore y0U clig_ DATE BY MARK APPR. DATE CHECKEDBY ���� SCALE: BENCHMARK: APN 643-200-032 FILE No. ENGINEER REVISIONS CITY �.q CIV11' E SI SHAHANDEH � DATE IN THE SE 1 4 OF SECTION 30 T5S R7E SBM PG2019-0001 DATE OF CA1.1F DATE: JAN 2019 FOR JOB No- DE,SIGNED BY: DRAWN BY: CHECKED BY: RICE NO. 47834 - EXPIRES 12/31 /2019 SOUTHWEST CONCEPTS 20180114 ----------------- - _------------------- - - - - - - - - - - - - -- - - - -__ - - _- - , - PARC_ � i ___ --- j EL 4 - i � 30-0 30 OO _ _ E - -- N G1E E E�(SE 0 , � - - M TI', 60 - - - - - - I , -PE- _ _ I .a . _ _ I -- J82/63-6����-- -== � I r I �� ��' f g� i i ....�. >� � I� - - x~ OIN EXI T. e,� I F ' . 1 59.78TC - r ~ AP N : 6 4 3 - 2 0 0 - 0 0 4 6' HIGH WROUGHT IRON - �" -- -- _ 6 HIGH WROUGHT lRok _ \ �M� t� I 59.15FL ......� ,. f - SECi1RITY FENCE - - - _ - - - - 'SEC6RI# -EENCE - . i - -L�-14r- - - - - 27 - - - - - - ` .:-._ - t=3B' 61.50'I` �� ��- 6�9�'fty - - L-2S' - � 59.7bTG 1 I \ - - - --fi2:88TG- --6�88T� - - Cam- - - fi2.73TC 62.10TG R S=0.0100 2 z S-0 100 60.40TG 57.77 1' i I 51 S=0.0100 8,901NV 1 = 58.50INV S= ' 100 57.901NV `� 4 AIL , N 0,.841NV S-0.0100 58.201N 4 \ 1� I SHEET 5 i i\ �{ n 4 4 E I _ PA PA _ 5 � I LA-7! aV.heg 1 t/` rI IaJaI/O -507 C�Vy 11 1.95X 11 6 T�I PA 6 I 115 5915 62.85TC 15 r;I II. i I r I r u o 1 21 2 T B COVERED PAR INGS-- -! 62.20TG I � 2 I M •� 8 0 9 �0 o IL TYP. 17 ! PA 58.971NV I� 15 17 TYP. T P . 17 ' `° J 2 I i I L=1060.9 00 S=0.0100 4 I; ® 6 .03TP 16 1 L=10' 4 61 :20 2 �RIIVG `lI I' 1 GB i r 1 I S=0.0100 5 A71 _ P!Ea/-- 9 4iIprc Teo 62.6622 9.971 2 ;.6285TC B8.00 18.17FF , 11.6 T i Ii Ii59.0763.]3FS62: TG 1 31 31 4 T ; i li i 9. 6FS 1 C PA 159 INV 2 z I , .ice .. a 60.48 ! I V ; C/L63. 3FS WI � � 0 GB 0 2.88TC�' o L 20 o I 9. 6F5 SEE DETAIL ON 19GB HPT SHEET 5 17 2j 3.00FS PA�+60.94TC 21'55"4 8TC fi1.1OT L=1 .33' 1 �1 --L.. _. _ ... .. _ ...... 59.941NV _ _ - --- - -- __ ___ � 61.27TC! :E 6 X G SEE DETAIL ON TYP . ' G f SHEET 5 197�.- , I`� +i - - - - ,/-'��, 0'`� � � 62.46TC �' 11.00 0 1 �� 1 - `�... . 11 , 00' PA c� 17 10 17 © IQ) /� ' III It= 1 PA ; 1 CONSTRUCTION NOTES �j CONSTRUCT YARD DRAIN. NDS #16S, 3" DIA. SAND COLOR GRATE. OR EQUAL. O CONSTRUCT YARD DRAiN. NDS #50, 6- DIA. SAND COLOR GRATE OR EQUAL. O CONSTRUCT 67X6" TEE (SDR-35). ® CONSTRUCT 6" PVC PIPE, (SDR-35). SLOPE AT 1 % UNLESS OTHERWISE NOTED ON PLANS. O CONSTRUCT 8" PVC PIPE, (SDR-35). SLOPE AT 1 % UNLESS OTHERWISE NOTED ON PLANS. ® CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. HEIGHT AS SHOWN ON PLANS. SAW CUT AND REMOVE EXISTING 8" CURB & GUTTER PER LIMIT SHOWN ON PLAN. ® INSTALL TRUNCATED DOME TILES PER ADA STD'S & CLQ STD DWG 250 O9 CONSTRUCT H/C RAMP WARNING TRACK PER CLQ & ADA STD DWG. 10 CONSTRUCT 6" CURB & GUTTER PER CLQ STD DWG 201 11 CONSTRUCT 6" TYPE "D" BARRIER CURB PER CLQ STD DWG 210 12 CONSTRUCT 6.5" FIBER REINFORCED PC CONCRETE PAVEMENT OVER 8" CRUSHED AGGREGATE (CLQ PSN 97056) COLOR, FINISH & EXPANSION JOINTS PER ARCHITECT'S & SOILS ENGINEER RECOMMENDATIONS. 13 INSTALL 7/16" BRICKSLOT (GALVANIZED STEEL), PART #98999. 14 INSTALL "ACO ACCESS UNIT" ON CHANNEL AT SOUTH ENDS, PER MANUFACTURER INSTRUCTION. ]5 CONSTRUCT 4" PC CONCRETE PAVEMENT OVER 12" NATIVE SOIL COMPACTED TO 95% PER CLQ STD DWG 200. 16 CONSTRUCT 4" WIDE PC CONCRETE RIBBON GUTTER OVER 6' CRUSHED AGGREGATE (CLQ PSN 97056). 17 CONSTRUCT 4.5" AC PAVEMENT OVER'6.5" MISC. CRUSHED AGGREGATE BASE OVER 12' NATIVE SOIL COMPACTED TO 95%. 18 CONSTRUCT 6" PC CONCRETE DRIVE APPROACH OVER 6" CRUSHED AGGREGATE BASE (CLQ PSN 97056). 19 SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK. 20 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. 21 CONSTRUCT PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL. N 62.20TG 2 I 61.50TG PA TYP. 15 0 C TYP. i; IME!mmummac �.� : �.," ` 1 59 771 / o'! 2 l aw 1 I 1 4 r'" `) i' 2 INSTALL 18 DIA CPP STORM DRAIN ADS N-12 OR APPROVED EQUAL " . 1 0, I 58.401NV 00 �- PA 4 5 �,,- ,. o i 15i-- ° o E 6 .7 TC II ;I 1, �� ► ` °' 1 2 CONSTRUCT MAXWELL PLUS DRYWELL SYSTEM. L 19 a .' II II' V 61.42TC 11i 1 1 W , `_ PA `"'! 62.00TG 11 11 Ili S= 100 ., - - - - � CONSTRUCT CATCH BASIN PER CLQ STD DWG 300 W/ WCS-1 TRASH 62.2 TC 61.93TC �211 8.271NV 2 1.95X 5 6' - - - CAPTURE DEVICE OR APPROVED EQUAL. S=O.0100 1 59.44TC s2.2oTG s s 0.01..._ I _..r_. i. _. ._ _. - - 58.81 FL 1 �� 2 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. 4 1 = - _� _ - L-27` L=19 L=6 Os _. _- _ - _ PA i 59.5 1 E fi2.53 - ( _ _ _�Z=_ PA S=0.0100 PA 4 5=0.0100 57.481NV -OA100 ., - 1 1 f n '„ 59: 8TC 1 ` 1 2g INSTALL PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL 46 OTC �a $ I 1 % I J b IG 2 3,45% 59.20TG 56.92INV o . _t 58. 5FL n : a � ��� ;�,�, � ��--- =" ' . 2 �, � 59. TG 59.l4OTG� �� j INSTALL H C SIGN PER CLQ STD DWG &ADA STD S ON FENCE a 8 �zl I - L=14 57.941NV L=14 57.671NV , I 2 /W 9 1. 1TP o 7.38 c] ; J _ 15 5=0.0100 j,:;! .98571 1 1 1 8.0 �- i 15 S-0.0100 8G� 0E 9 60.38TG ` 60.21TG 15 E, 59.10TG i�' II t c 62.45FS . o o u `E 4 4 ;; 2 4 NV 2 to 1 8 ,59.49F 11 1 1 PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ, STD DWG. ( o = : I 8A81NV - 7.81 I 57.281NV r� WI a6o cnf,� 1:, �I I -...._ \ 8 a i� _a-- t L-12' 9.fi FS' PAINT 12" WIDE WHITE LIMIT LINE & "STOP" LEGEND _ i ' �' - PA 4 s=p.p1 �- PA PA t RA P14 1 59.32) TC 1 1 1 1 "STOP" " „ ;. i 61. 1T .!� I 62.00TG� ��'.,� ! ,� 1, i5 58.69 L �^ 1 30 INSTALL R-1 STOP SIGN (30 X 30 ) F GB --LP -- E3 58.411NV 7 ` r. _ ='- ..: �' ' PA 1 1 0 2 __ ._ _ , _..:.: a 6 . �6TC 4 �E o� 1 r 1 11 1 �" _ 31 INSTALL 6" DIA SDR-35 SEWER LATERAL OR APPROVED EQUAL W- - L=86.7 TC a 11 i` I 1.07T of 1 �! 1 1 1 1 " k 17 fi1.7fiTC S=0.0100 Ni 4 ! ; E 1 11 1 1 Q INSTALL 6 DiA SEWER CLEANOUT PER CVWD STD DWG S-6 Z 15 ! t 1 8 +. 1 1 1 " a` i 11 17 ii,, I 3 INSTALL 24 DIA MANHOLE PER DETAILS SHEET 4 OR APPROVED EQUAL e o 0 �I J PA } ! 11. 00 Il 'i ; \. 3 INSTALL 60" DIA. ADS DRAINAGE PIPE OR APPROVED EQUAL. �; 17 06I I: PA L 11 1 = F 111410111 mamma. MORMON >® ammmom sommum cn ; ij 11 i 11 1 35 CVWD FORCES TO INSTALL 3/4" METER AND BF DEVICE PER CVWD STD 11 .00 ,57TOG '` 5�.90TG 2 in, 44)8'�° 1 1 \ `` DWG W-11 ON NEW 1" SERVICE FOR IRRIGATION USE AT DEVELOPER'S EXPENSE. ( ,.. 0 4.33 INV IN E 13 Ek 5 .43iW y 1� � CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DiRECT CVWD j O° TYP. 55.84 INV IN N ! I; 6O.87TC �" INSPECTION !' MONUMENTS GN�yg ' ] 0 ? p � !, I 1 1 1 I O I 2.49TC 54.50 INV O T W ! �,� 1.8 1 .00' OUT _ _._ o iK • P _ I 9 __. , ; I: 58.65FS , INSTALL 1"" M 53.50 INV 6' 7 1 �1 1 36 CVWD FORCES TO WSTA METER AND BF DEVICE PER CVWD STD -__--50.50 BOT '';� 1 1� \ DWG W-11 ON NEW 1-1/2 SERVICE FOR DOMESTIC USE AT DEVELOPERS EXPENSE. 2.3 T- - TYP. ! j 1 1 CF CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD 3 0.78TOG I ; s} I V. 1 � C/L DWY 11 \1 11 ,. 1 + 1 \ INSPECTION ;. ,,.r - 42.70BOT �T�. 1 ]7 i 1. % 37 INSTALL 6"X4"X2.5"X2.5" SUPPER HYDRANT WET BARREL TYPE PER CVWD STD. DWG. W-33A o �� r �� 1� 1 11 1 O INSTA ( ) PA ] 5 2.671C �I 17 © ; 1���_ _. _ _ - w ` VARIES- VACS q i - 29INSTALL 4" HYDRANT STANDPIPE. Y ' . • I j ��� 39 INSTALL ADA "PATH OF TRAVEL" SIGN L=13 62.20TG ,r' ROPOSED WATER LINES 4' S=0.0100 60.161NV 1 62.78TC I N 40 3 0.49TOG ; ; ! 2 I 1.5 r� •5 \ 40 " / ENCASEMENT a IN 6 DIA. DIP WATER SERVICE W POLYETHYLENE 1.83% _...,,. L I GB HP " . - ._ v_ _ ---_____.__ ,- _:_..__ _.... _ .. P ;ice 19 \ MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. INSTALL 4" DiA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT fit ! . j -� --- -�- !! 16 1 T 1TP � G MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. } 41 _,: ... - - ___--__ _ _ _ l •... �1 L 6 DETECTOR CHECK ASSEMBLY AT DEVELOPERS EXPENSE.F000NTRACTOR TO INSTALL VAULT PER CVWD STD. DWG. W-308. I \ CONNECTION BY CONTRACTOR UNDER DIRECT DISTRICT S INSPECTION. 9 0a I 1 3F i 5 - 5F E 59.0 b 8T I \ 43 INSTALL 4" PIV & FDC ASSEMBLY PER DETAIL ON SHEET 4. o i, I 1 i o N , I --� - - n __.�_ - 15 8 a� \ ` 44 INSTALL 6" D.I- GATE VALVE W/POLYETHYLENE ENCASEMENT (DJX MJ) _ _ 5 0 -- �i� .._��� �� P � '� ___E1AT13 ST GE DET L ---�� O 2 ;� A 5 \" \ 45 INSTALL 6"X4" D.I. REDUCER (CONCENTRIC) MJ X MJW/POLYETHYLENE ENCASEMENT I 68.50TW 9' _ _ _ _.: _ - - -- - - ___., ' _ . _. _.._ - .._ 117 �, 0 " I ;o 61.83TF ,.6 H AREA 1 3 1.8 G 34 ---. ___. __ _- -- J TYP. 42 46 \ \\ CONSTRCT 8 CURB &GUTTER PER CITY OF LA QUINTA STD. DWG. #200 2 Y.:_: Ei E 3� PIV. �* OTC \\ \\\ 4 SAW CUT AND REMOVE EXISTING AC PAVEMENT j TYP. 17 ] 1 17 ¢ 1' T i lI- - PA ` \+� f �` 4 \ \ 5 rrsCONSTRUCT 3 i 1 ] ' .. , \ \\ 48 FULL SECTION AC PAVEMENT .. , II,� 55: OINV rr _. .._ `` A 15 .. 1.47X -_ 5i�J 42 DC \\` 5J. 3 \` \\ \� 49 PAINT 4" WIDE GREEN ELECTRIC VEHICLE STRIPING AND LEGENDS 1.479a E - - r - - - _- -- -_ - -- L-3p , S-0.O100 PA L= 0 , S=0.0100 L 12 S-0.0100.,.- INSTALL ELECTRIC VEHICLE SIGNAGE L=O , S=0.0100 `- - -Pi- - \ S=0.D1 ao ` \ �. - O INSTALL YARD DRAIN, NDS #3, 4" SQ. WITH NG 62.0) \ i JOIN EXIST. - N89'31'O6 ` 345.47' S OR 5 � . 58 �T DEBRIS RESISTANT GRATE EQUAL. _ 61.90TG 0 61:40TG 60.90TG 50TG 2 61.30TG 2 `\ \\ 58.35FL� INSTALL PRECAST CONCRETE PAVERS PER ARCHITECT'S PLAN. =41 61.70TG 66.OQTW 0 2 2 55.891NV 2 INV 55.471NV \ 2 6 56.191NV \ p , \\ \ f=0.01 Q0 56.79INV 62.OFG - - - 5�-49iNV _ �\ fi HiG1` 4ROUG IRON SEE DETAIL ON SECURhTY: ` E SEE DETAIL ON �. SHEET PARCEL 2 _ .- _ - --_. _ -- - -- - -- SHEET 5,� \ PM 36523 EXIST. CONCRETE WALKWAY.-` _ ACCESS NOTE: , �t,o � MP 2 3 9 / 3 - 4 FIRE EMERGENCY VEHICLE APPARATUS ACCESS ROAD LOCATIONS AND DESIGN SHALL BE IN - ACCORDANCE WITH THE CALIFORNIA FIRE CODE, LA QUINTA MUNICIPAL CODE AND RIVERSIDE COUNTY APN:643-200 050 FIRE DEPARTMENT STANDARDS.' \ \ GRAPHIC SCALE `�;� \ � 1 CERTAIN DESIGN AREAS WILL BE REQUIRED TO BE MAINTAINED AS FIRE LANES AND WILL \, \ \ � io o s �o zo 40 REQUIRE APPROVED SIGNS AND/OR STENCILING IN RED WITH CVC22500.1 CONSPICUOUSLY. \� WATER NOTE:_.__ _ � � POSTED .�.....�- � `. �, \\ .\ •,, DETAILS OF WATER SUPPLY SHOWtJ_.:1t1�I'�A�NS ARE AC EEABLE AS FAR AS PLACEMENT OF DEVICES. 2) VEHICLE ACCESS GATES SHALL BE PR01/1C?ED WITH KNOX BOX, PADLOCK OR KEY -SWITCH \, \\ \ APPLICANT CONTRACTOR SHALL SUBMIT SEDA TELY FOR�PRIVATE FIRE MAIN INSTALLATION PERMIT ACCESS. AUTOMATIC GATES SHALL ALS43HAVE_OPTICON IR RECEIVERS. \ \ \\ \ ,` (IN FEET ) FROM LA QUINTA OFFICE OF THE FIRE MARSHAL TO WORK ON THE SYSTEM BEGINNING. 3) NO TRAFFIC CALMING DEVISES-SHf�CC� INSTALLED. � �� \ � � \ \\� \ °, \ i inch = 10 iE RECOMMENDED FOR SEAL SEAL APPROVED BY -1 IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA SHEET No. APPROVAL 1 �� �� QRpFESS/p4,q&�� G 7 t 77.570 SPRINGFIELD LADE, SUMS c PRECISE GRADING & PAVING PLAN AR Sy'�y F` BRYA McKINNEY, P.E. DATE j�, 1 p i l� i PALM DESERT, CA 922 9 1 c� CITY ENGINEER 11 VV I [Z j 1 y 3 (760) 772-s4�oo OFFIC>; CAA AHI' �i+I SW �1&�� & QW �i�= o _ (760) 772•8421 FAX PORTION OF PARCEL 3 OF PARCEL MAP No. 47834 rn R.C.E. N0. 49418 -EXPIRES 9 30 2020 27892 PMB 182/63-66 O.R. rn zu PREPARED UNDER THE DIRECT SUPERVISION OF: CIVIL AND STRUCTURAL ENGINEERING - PLANNING • SURVEYING OF 6 SHTS. Know what's b@i©W. DATE Cc -all befcrQ yau dA DATE BY MARK APPR. DATE CHECKED BY ��►+,7�C SCALE: BENCHMARK: APN 643-200-032 FILE No. �- ENGINEER REVISIONS CITY q7�. C1v`Ii �• ea - IN THE SE 1 4 OF SECTION 30T5S R7E SBM PG2019-0001 DATE 't OF CA�,E E SI SHAHANDEH DATE DATE: JAN 2019 FOR JOB No. DESIGNED BY: DRAWN BY: CHECKED BY: RCE NO. 47834 - EXPIRES 12/31 /2019 SOUTHWEST CONCEPTS 1 201801 14 LINE TABLE LINE # BEARING LENGTH L1 S89'31'06"W 11.82' L2 N26'09'46"W 5.00' L3 N29'3B'21 "W 4.00' L4 S58'48'37"E 43.46' L5 S58'48'37"E 23,24' L6 NO'28'54"W 9,34' L7 SO'28'54"E 42.50' L8 SO'28'54"E 45.00' L9 S45'28'54"E 42.99' L10 N89'31'06"E 120.70' L11 N44'31'06"E 8.97' L12 S89'31'06"W 93.00' L13 NO'28'54"W 15.00' L14 S89'31'06"W 80,78' L15 SO'28'54"E 15.00' L16 N89'31'06"E 80.78' L17 SO'28'54"E 3.17' L18 S89'31'06"W 0.67' 1-19 NO'28'54"W 17.00' L20 S89'30'45"W 108.00' L21 SO'29' 15"E 14.99' L22 S89'31'06"W 8.35' L23 NO'28'54"W 4.75' L24 N89'31 '06"E 6.00' L25 NO'27'05"W 12.00' LINE TABLE LINE # BEARING LENGTH L26 N89'31'06"E 0,92' L27 S89'31'06"W 345.46' L28 S1-36'45"E 17.74' L29 N89'31'06"E 312.76' L30 NO'23'00"W 153,27' L31 N89'31 '06"E 6.36' L32 N89'31'06"E 3.46' L33 NO'28'54"W 15.00' L34 N89'31'06"E 67.00' L35 SO'28'54"E 15.00' L36 S89'31'06"W 17.43' L37 SO.28'54"E 14.00' L38 NO'28'54"W 14,03' L39 SO'28'54"E 14.60' L40 N89'31'06"E 85.00' L41 NO'28'54"W 15.00' L42 S89'31'06"W 17.43' L43 NO'28'54"W 13.24' L44 NO'28'54"W 13.58' L45 NO'28'54"W 15.00' L46 N67'55'27"E 12.91' L47 SO'28'54"E 10.00' L48 SO'28'54"E 10.00' L49 S7'26'49"E 12.89' L50 S14'13'32"W 12.06' / I 1 / / I ,<� 01 I� I LINE TABLE LINE # BEARING LENGTH L51 N62'29'02"E 25.67' L52 389'31'06"W 18.07' L53 NO'28'54"W 20.00' L54 NO'28'54"W 20.00' L55 S89'31'06"W 4.08' L56 S84'41'56"W 61.61' L57 S89'31'06"W 32.98' L58 S89'31'06"W 27.02' L59 S89'31'06"W 20.66' L60 S89'31'06"W 5.44' L61 SO'28'54"E 20.00' L62 SO'28'54"E 20,00' L63 N40'50'17"E 15.90' L64 N89'31'06"E 84.00' L65 N89'31'06"E 1.13' L66 SO'28'54"E 15.00' L67 N89'31'06"E 90.00' L68 N89'31'06"E 17.00' L69 NO'28'54"W 20.19' L70 NO'42'17"W 1.94' L71 NO'26'21 "W 10.17' L72 NO'28'54"W 7.29' L73 NO'28'54"W 20.00' L74 SO'28'54"E 28.75' L75 N89'31'06"E 15.56' - - - - -, - - - - - �- I �I -s _- - - - - L1 .� - - - L-1-- _.: - - - - - - - - - - - - -"' -�IN, 71 3 _,�.� - - ------- - - - - - - -- LINE TABLE LINE # BEARING LENGTH L76 SO'28'54"E 66.50' L77 N89'31'06"E 26.16' L78 N89'31'06"E 30.00' L79 N89'31'06"E 30.00' L80 S88'51'05"E 40.48' L81 S88'51'05"E 3.46' L82 N89'31'06"E 11.29' L83 N89'31'06"E 12.75' L84 N89'31'06"E 12.75' L85 N89'31'06"E 29.25' L86 N89'31'06"E 30.00' L87 N89'31'06"E 30.00' L88 N89'31'06"E 9.10' L89 NO'23'00"W 30.00' L90 NO'23'00"W 30.00' L.91 NO'23'00"W 30.00' L92 NO'23'00"W 30.00' L93 1\10'23'00"W 25.17' L94 N89'37'00"E 6.00' L95 S89'36'45"W 41.59' L96 S89'36'46"W 15.37' L97 S89'36'45"W 69.18' L98 N86'03'36"W 40.52' L99 S89'31'06"W 30.00' L100 S89'31'06"W 102.35' LINE TABLE LINE # BEARING LENGTH L101 SO'28'54"E 24.02' L102 S89'31'06"W 188.05' L103 S4431'06"W 43.27' L104 S89'31'06"W 89.11' L105 N45'28'54"W 41.33' L106 S67'01'06"W 2.16' L107 S67'01'06"W 3.84' L108 S67'01'06"W 4,00' L109 S67'01'06"W 20.94' L110 S89'31'06'W 127.48' 1-111 S44'31'06"W 15.61' L112 S89'31'06"W 5.00' L113 S89'31'06"W 177.50' L114 S89'31'06"W 1.03' L115 S89'31'06"W 11.00' L116 S89'31'06"W 4.66' L117 NO'28'54"W 3.17' L118 N89'31'06"E 3.17' L119 S70'04'43"W 8.03' L120 S89'31'06"W 14.91' L121 S89'31'06"W 74.21' Nf d ': 9NE}I}i�d Iitd 1T d 9 L1-4 f'; I TIkP L0 CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C1 65'50'27" 20.00' 22.98' 12.95' C2 1'58'10" 174.55' 6.00' 3.00' C3 90*00,00" 1.00' 1.57' 1.00' C4 90'00'00" 1.00' 1.57' 1.00' C5 90'00'00" 3.00' 4.71' 3.00' C6 18'33'49" 32.00' 10.37' 5.23' C7 1'52'41 " 32.00' 1.05' 0,52' C8 9'04'10" 405.20' 64.14' 32.14' C9 9337'04" 20.00' 32.68' 21.30' C10 11*44'04" 320.00' 65,54' 32.88' C11 24'22'51" 329.79' 140.34' 71.25' C12 72'25'44" 20.00' 25.28' 14.65' C13 2'3$'O1" 320.00' 14.71' 7.36' C 14 80' 12'32" 20.00' 28.00' 16.84' C15 90'00'00" 3.00' 4.71' 3.00' C16 90*20' 1 1 " 3.00' 4.73' 3.02' C 17 67' 16' 1 6" 25.00' 29.35' 16.63' C18 13'06'39" 32.00' 7.32' 3.68' C19 99*16'54" 1.00' 1.73' 1.18' C20 9'51'08" 25.29' 4.35' 2.18' C21 103'58'34" 3.00' 5.44' 3.54' C22 90'20' 1 1 " 3,00' 4.73' 3,02' CURVE TABLE CURVE # DELTA RADIUS LENGTH TANGENT C23 67' 16' 16" 25.00' 29.35' 16.63' C24 13'06'39" 32.00' 7.32' 3.68' C25 99'16'54 1.00' 1.73' 1.18' C26 90'00'00" 3,00' 4.71' 3.00' C27 41'30'11" 10.10' 7.32' 3.83' C28 35'05'17" 67.82' 41.54' 21,44' C29 4'16'36 67.00' 5.00' 2.50' C30 4'16'36" 67.00' 5.00' 2.50' C31 4'16'36" 67.00' 5.00' 2.50' C32 29'34'09" 67.99' 35.09' 17.94' C33 35'59'04" 10.12' 6.36' 3.29' C34 78'50'24" 1.00' 1.38' 0.82' C35 111'06'48" 1.00' 1.94' 1.46' C36 1-16'45" 32.00' 0.71' 0.36' GRAPHIC SCALE 2D 0 10 20 40 80 ( IN FEET ) i inch = 20 ft RECOMMENDED FOR SEAL SEAL APP OVED BY r APPROVAL - ��I �! IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY. CALIFORNIA HEFT No. • O �ROFRE Sy��gl 0_ _� v 77-570 SPRINGFIELD LANE', SUITE C PRECISE GRADING & PAVING PLAN N qti F $f2YAN McKI NNEY, P.E. DATE N C I N >~ >~ R I N C PALM DESERT, CA 92211 4 CITY ENGINEER (760) 77z�s400 OFFICECALIFGtdVCA ART �+I 9W 2A18-OOO�i & QP 2018-OOD4 No. 47834 R.C.E. NO. 49418 - EXPIRES 9 30 2020E (760) 772.8421 FAx PORTION OF PARCEL 3 OF PARCEL MAP � PREPARED UNDER THE DIRECT SUPERVISION OF: CMLANDSTRUCTURALEHGINEERINC PLANh[ING - SURVEYING, 27892 PMB 182�fi3-6fi, O.R. OF 6 SHTS. Knave vv w~$t'S beIOW. DATE BY MARK APPR. DATE DATE DIMENSION CONTROL PLAN Ca 11 before you dig. CHECKED BY s .S -Z-/9 SCALE: 1"=20'. C.I.=0.5- BENCHMARK: APN 643-200-032 FILE No. ENGINEER REVISIONS CITY DATE Tq ESSI SHAHANDEH DATE IN THE SE 1 4 OF SECTION 30 T5S R7E JOB No. SBM eDATE: PG2019-0001 AL JAN 2019 FOR DESIGNED BY: DRAWN BY: CHECKED BY:7 RCE NO. 47834 - EXPIRES 12/31 /2019 1 SOUTHWEST CONCEPTS 20180114 ,I PROPOSED FIRE TURNING RADII PA I j TC 63.40 1.83% ` . _- __.VPA� PA 48 to FS 62.90 TP fi2.28 TP fi2.01 .. W :_ 34 9 Tc s2.24 TC 61.80_-- =- -_ . _ GRAPHIC SCA E TP �1 TOG 62.(J .. w- _ - -.-_ .. 52% R/W it I oTP 61.74 Gs 17 _ �_ - - = - - - �----- - i INV 58.27 2 _. _ 15o z s io so - 62 28 1• FS 62,01 TC 61.87 TC 62 fifi 12 C 1 �>6 62.66TP II 4 S TP 61.69 P ,�," FS �-� ° 9 ` �4Q i F5 61.66 16 4-.O cn c�i ........ .._. o O C3 7.42%u Lot- rn rn �C F 8 °i C 6 6 �'\. ' j -6TA5 IN FEET ) O O` 8 N c>, �. ' 62. & 1 inch = 5 it 5 TC � co _0hT 2.7 2...... , TC 62.45 " b ""' `t, ` P 6) :41 N b ao a a TC :: _:_ m_. _ j . �, TG 61.6 g-L `,. VA ES GBH b� - F5 2.28 1. 0 62 0 ` ......- fi:827_.. i 2% GB O P 61 4 f f �, __ -- - I- - - i �c� 6 18.83 1 9 9.$4' O \l 29 MiYV. TC..2.60:' i ADA COMPLIANT F5 61.66 °0 A a n 4.25% 38% ry � 11 RIOT EXCLUSIVE N � 1 u+ C L 1 _ - r' cr 1 a 1 1.00 -� ; _- s ,�, T 62.. ) TP 61.69 1 / 1, S.Q00� VAR11W$ y `.. \ bO � 61.72 1 o, li o �g EV PARIHPdG =SPADE 1 n a, 9 O b �i MIN. ! `, 61.21 O 61.22 15 h . 'a, 1 J �►o° GB O .i ci C 62.61 T 62.68 r° FS t 61.21 VARIES m 6 m 62.18 r' , a , a FS 62.28fONIMVd . s `.. cn 7.37% ,. 3 MIN. 6 CF TC 63.40 BTW 68.50 13 u,. /ffS:6�291j TF 61.83 133 34 c� TC 61.56 TC 61.56 TC 62.50 w TF 61883 r ; ' 1 rn FS 61.06 F 1.0 31. TP 62.50 .................. ......... 1'.1. 8 ;.....TC 62.23 28 TC 61.61 � �- - �. - C 50/ >11 j D PROPOSED FENCE BY f/ , 15 © P 61.7 GB TP 61.11O { TOG 62.00 j 49 SEPARATE N �c PERMIT . TC 61.59 '^ 00%I .' 2 co a, f - `, 1 . GB W. �~ 4 € INV 58.41 ry °° , 12 N ; I -,. TP 61.09 - - : - I PA ,� L4 0o cn : 1. g ___. TOG 61.06 I _ _.._ ____ __ .._ __ �_ , 11 1 TP 61.21 .43 0 INV 58.49 24 415 9 < I ADA PATH -OF -TRAVEL ENTRY DETAILTC 62 1 TC 61.56 TC fi 1.56 "$ 5' TC 62.94 B `' -- _ 17 - _ ..... - -- .,1 = FS 61.06 FS 62.44 FS 62.31 ...... .. _. as ' " f _ � SCALE 1 -5 � FS 61.Ofi ; `�� 2% ` :... - 1% l ITOG NV 511 84 a J 3 1 PR POSEE�SAWCUT LINE I EXISTING CONCRETE ADA to "63l 0.67'I 18.83' 0.67' 2' g' 9' 11 1 �` P/L JO EXIS I�G WALKWAY RAMP -JOIN EXISTING ` TW s .5 �, / 1 I TC 59.78} rlFS }� 8 15 O w n 93) ( TF 61.83 i � i.;. Zp PA )_ , 63.10 TC r;2.77 % .� 1 35 I I FS 63.001 p 7% CD o l,' 15 ! 1 I _ TW 68.5 .8 FG ; 62.3 PA 1 U \ �� n .> PROPOSED W.I. F 61 83 - : - _ _.._... - -- ...._ 1 r. m FENCING BY I I I-Z-____. _- 1 J O j' 7c a SEPARATE PLAN TOG 61.9 o O f / r TOG 61'.7 - 5Q 2 50 0 &PERMIT I f. cY+ 15 I INV 56.79 2 PA 5 P/L INV 56.49 Q rn C> r^ 11. �: �z 1 Q I R/W I SEPARATEPLAN& NPERMIT b PA 1 a 1 ADA COMPLIANT ELECTRIC VEHICLE �� •� 1 �, s. m I 1 .�, � �, � N� �.. 4 e -� PARKING & TRASH ENCLOSURE DETAIL �[1 2' 38 I O SCALE 1 "=5� I 1 �4 ,/ . yll I PA �n LArn 1, ! 1 Pa _ l i 1 I R/W `h I 4 a _ I 4 I r INV 58.70 m; to rnm ��.� II orn z ' I FS 61.23 2% 1 / , a cn \ ! I FS 61.59 00 �, -w_, _ " _ N I m a 1 2 m o cn cn c� n� „�0 fl 1 --- I X a 1 I _._ it w o ,a �� ��I6 I _� 8.2+/- FF 63.17 IW �� Im Qo Oo �o O I � l-- ---�! - (PE 62.50) as n I� -mom I i N I O F. 1 ° .` I I c� m 1 I FS 61.47 1.71 OG 62.00 M I 1; vE 1 1 1 --=-I GB G 2 INV 58.79 t`' i z m 5 P 1 �p -i co to �' - 1 1 I I m r A 2�° �p 1 cn co ao 0o ,'. FS 61.35 FS 6 ' 9 VARIES z ti \ y 1.: 8 1 C 2.12% 1 �1 f r,. ' 8.2'+/ _ GB GB ! I Z a to t0 YnJ rF " _. I 15 47 48 � EXISTING CONCRETE � I T 5' VERIFY W GAT �' �• �. i 1 �� rn 1 WALKWAY 1 PA I I m SUPPLIER 1 RIOR P �� ...11 s i ip z f __ m48 O START OF 1, T 60.70 30.21 V , SrA f _::.._._ .:. _..m _._ ..:. 17 � � CONSTRUCI\!ON 1 � . a 47 TP 60.20 A i °° `� ' I I -� 29 1� r I , a TC 0.67 1 c �:: f 19 TP 60.17 1 a l _1. f l 18 19 O 1 i 6' 5.99' ' 61 5'PUE 1 Z 1 i I 22 \ \ 22 i .{ ADA 3► 1 39 15'-VERIFY W SATE P T 1 8 20 TO C/L 1 PA / VARIES ` SUPPLIER PRI �~ 2�. T 1 1 FS 60.96 �' 18 I cn rn �� cn rn _ �o s TO START 0 1. 1 1 I , 11 1 GB cq coo c`D o ���"(( f # rnl F5 60.84 15 I I s 6 �\ �. CONSTRUCTION! ` a h 1 i`� �'.,, f . rS N 1.77% 1.82% a + FS s0.61 GB 1.829� ~ "-0�"CF 0 F 1 14 JOIN EXISTING FG 62.5 ' \` FS 63.02 ' 1 1 n" i 1 PA f, 1 m I� FS 62.32 i FF 53.17 11 i c 7 ) , i � 8 r. GB 4 3.14 a FS 60.54 FS 60.96 FS 61.08 FS 62.44 15 - - _.._ - �. f,` i JOIN EXISTING 3� GB GB 1 GB ,.r ;; - - --- 30 c•O \'` \ \ 42 h 4 J i TOG 61.80 -__ 3.29� FS 63.13 �._ i 4 �f �4 45 2 INV 58.45 r GB 1 I INV 58.51� I �, :`' �J' 1 1 41 40 N }n� W, . I 4�4�� \ 1 37 G 29 0 U) s a I PA aq las w - FS 62.99. FS 63.28 PA \ 1 -� 0 4.68� 1 0o i�+ t f'" / - I 41 -n \ 4,s87 I fi"CF r 1 1 38.00% GB GB 2 PA °� �� �'r FS fi2.45 FS 62 57 P L 1 \ 43 ��� o �F f-;`l WASHINGTON STREET ADA COMPLIANT ENTRY DETAIL ; 4b TOP 6D. ' ,d N o o j o n �, b: ti "¢.� _ P/L 27 _ ,P/L , - _ cn 4 ALE i "=5'24 p� _ _ . TT I, a - CF 1 4 5.55 , r, az , rnrn i CONSTRUCTION NOTES ; l l o ©o �'� 9 b b_-p1 - N 5" 5" RUSHED AGGREGATE 1 PA \ �y� <, �cs_ } g " " �, r., e PA 17 CONSTRUCT 4. AC PAVEMENT AVER 6 MISC C rn j �, PA L 1 6 - F r 3 BASE OVER 12" NATIVE SOIL COMPACTED TO 95%. co ca I I PA 1' 18 CONSTRUCT 6" PC CONCRETE DRIVE APPROACH OVER 6" CRUSHED - � TC 62.85 TC 62.85 `'LEVEL'' 0 CF' 6 CF 1.95 e � 42 =. j 1.5' TP 62.35 P 62.35 '` '' 1.5' TC fi2.85 B AGGREGATE BASE (CLQ PSN 97056)• T \ 34 .x �„ ` 6 .a ,,•'' � ,,- ' � SAW AND REMOVE EXISTING CONCRETE SIDEWALK. -� _ 55.4 ° "`'6{}.5 _ `-� ! ' 19 CUT A\ 0, a I PROPOSED MONUMENT IGN ' �@ Do BY SEPARATE PLAN & RMIT =+ ' rn g 21 " , P L 1.009 1 PROPOSES W.I, 0 CE BY 20 PAINT 4 WHITE PARKING STALL STRIPING, PER CLQ STD DWG. n \ R/W I ` 5 StPA RATE PIAfiV & PERMIT 21 CONSTRUCT PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL ! a FS 59.20 '' ,' 9' 2 INSTALL 18" DIA CPP STORM DRAIN ADS N-12 OR APPROVED EQUAL PROPOSED W.I. FENCE BY \ li ! cr i �'� SEPARATE PLAN & PERMIT JOIN E ISTING k . 15 PROPOSED SAWCUT LINE _ _._ 1 9 8 9 TYP FG 60.4 1 �, ` a� N CONSTRUCT MAXWELL PLUS DRYWELL SYSTEM. JOIN EXISTING WALKWAY \ 1 rn CONSTRUCT CATCH BASIN PER CLQ STD DWG 300 W/ WCS-1 TRASH EXISTING CONCRETE WALKWAY TC 58.98 \\ \ CAPTURE DEVICE OR APPROVED EQUAL. SOUTH DRIVEWAY ENTRY DETA G 58.35 \\ \ 1 j 38 36 CVWD FORCES TO INSTALL 1" METER AND BF DEVICE PER CVWD STD DWG W-11 SCALE 1"=5' JOIN EXISTING \ m 25 PAINT 4" WHITE PARKING STALL STRIPING, PER CLQ STD DWG. O -- \ \ \ NORTH DRIVEWAY ENTRY DETAIL r ON NEW 1-1/2" SERVICE FOR DOMESTIC USE AT DEVELOPER'S EXPENSE. SCALE 1 "=5' 11 r, INSTALL PRECAST CONCRETE WHEEL STOPS OR APPROVED EQUAL CONTRACTOR TO CONNECT TO NEW BF DEV. UNDER DIRECT CVWD INSPECTION 43 INSTALL 4" PIV & FDC ASSEMBLY PER DETAIL ON SHEET 4. r) CONSTRUCTION NOTES ® CONSTRUCT H/C RAMP WARNING TRACK PER CLQ & ADA STD DWG. h ,I TP 62.03 2 TRANS. 7 INSTALL H/C SIGN PER CLQ STD DWG &ADA STD'S ON FENCE INSTALL 6"X4"X2.5"X2.5" SUPER HYDRANT WET BARREL TYPE PER 44 INSTALL fi" D.I. GATE VALVE W/POLYETHYLENE ENCASEMENT (DJX MJ) F5 62.00 Q c ) O CONSTRUCT YARD DRAIN. NDS #50, 6" DIA. SAND 1Q CONSTRUCT 6" CURB & GUTTER PER CLQ STD DWG 201 16 CVWD STD. DWG. #W-33A 45 INSTALL 6"X4" D.I. REDUCER (CONCENTRIC) MJ X MJW/POLYETHYLENE ENCASEMENT COLOR GRATE ORE UAL. ' �'` 2 PAINT BLUE HANDICAP STRIPING WITH SYMBOLS PER CLQ, STD DWG. " „ Q O4 CONSTRUCT 6" PVC PIPE, (SDR-35). SLOPE AT 1% 11 CONSTRUCT 6" TYPE "D" BARRIER CURB PER CLQ STD DWG 210 I` 1.98 38 INSTALL 4 HYDRANT STANDPIPE. 46 CONSTRCT 8 CURB &GUTTER PER CITY OF LA QUINTA STD. DWG. #200 UNLESS OTHERWISE NOTED ON PLANS. O " w 1 31% .01 �" PAINT 12" WIDE WHITE LIMIT LINE & "STOP" LEGEND " " 4 SAW CUT AND REMOVE EXISTING AC PAVEMENT 5 CONSTRUCT 8" PVC PIPE, SDR-35). SLOPE AT 1% 12 CONSTRUCT 6.5 FIBER REINFORCED PC CONCRETE PAVEMENT _ _.__ _ __ _--- _____ 1.95 - 39 INS TALL STALL ADA PATH OF TRAVEL SIGN O UNLESS OTHERWISE NOTEDONPLANS. OVER 8 CRUSHED AGGREGATE (CLQ �PSN 97056) COLOR, FINISH TC 62.85 TFS 62.00 P 62.03 1-- . N 3Q INSTALL R-1 "STOP" SIGN (30"X 30") INSTALL 6" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT 48 CONSTRUCT FULL SECTION AC PAVEMENT & EXPANSION JOINTS PER ARCHITECTS & SOILS ENGINEER © CONSTRUCT WALL PER SEPARATE PLAN AND PERMIT. RECOMMENDATIONS. 1� TP 62.35 31 INSTALL 6" DIA SDR-35 SEWER LATERAL OR APPROVED EQUAL MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. 49 PAINT 4" WIDE GREEN ELECTRIC VEHICLE STRIPING AND LEGENDS HEIGHT AS SHOWN ON PLANS. " " 17 o F 1.74 41 INSTALL 4" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT 50 INSTALL ELECTRIC VEHICLE SIGNAGE O7 SAW CUT AND REMOVE EXISTING 8" CURB & GUTTER 15 CONSTRUCT 4 PC CONCRETE PAVEMENT OVER 12 NATIVES 35 CVWD FORCES TO INSTALL 3/4" METER AND BF DEVICE PER CVWD MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. SOIL COMPACTED TO 95% PER CLQ STD DWG 200. NOTE: PER LIMIT SHOWN ON PLAN. WIDE PC STD DWG W-11 ON NEW 1" SERVICE FOR IRRIGATION USE AT 4 DISTRICT FORCES TO INSTALL 6" DETECTOR CHECK ASSEMBLY AT DEVELOPER'S SEE SHEET 5 DIMENSION CONTROL PLAN FOR INDIVIDUAL LENGTHS ON SITE @8 INSTALL TRUNCATED DOME TILES PER ADA STD'S & 16 CRUSHED CONSTRUCAGGR GATE (CLQ OPSN 97056).NCRETE ON GUTTER OVER 6" ADA PARKING DETAIL DEVELOPER'S EXPENSE. CONTRACTOR TO CONNECT TO NEW BF DEV. © EXPENSE. CONTRACTOR TO INSTALL VAULT PER CVWD'S STD, DWG. W-30B. SEE SHEET 6 FOR STORMWATER RETENTION FACILITIES' DETAILS CLQSTD DWG 250 SCALE 1 5 UNDER DIRECT CVWD INSPECTION CONNECTION BY CONTRACTOR UNDER DIRECTDISTRICTS INSPECTION. RECOMMENDED FOR SEAL SEAL APP VED BY -Ess' IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CALIFORNIA SHEET No. APPROVAL QRIJFESS/OAft-��� 77.570 SPRINGFIELD LANE, SUITE "CFS PRECISE GRADING &PAVING PLAN Q�pR SHq� �5 � BRYAN McKINNEY, P.E. DATE PALM DESERT, CA 92211 NGINEERINC y� CITY ENGINEER (760) 772.8400 OFFICE CA A � � � ���� & � �& No. 47834 x R.C.E. NO. 49418 - EXPIRES 9 30 2020E (760)7728421 FAX PORTION OF PARCEL 3 OF PARCEL MAP i PREPARED UNDER THE DIRECT SUPERVISION OF: cIVILANDSTRUCTURALENCINEERINC PLANNING suRVE�riNG 27892 PMB 182/63-66, O.R. OF 6 SHTS. Kno�w+ wlhssat"s below_ DATE DETAILS Ca I i btafor43 ''y c:P%A dig. DATE BY MARK APPR. DATE CHECKED BY � \ F��� /vr/r�9 SCALE: V=20'. C.I.=0.5' BENCHMARK: APN 643-200-032 FILE No. C1V1` ENGINEER REVISIONS CITY q ! ! IN THE SE ] 4 OF SECTION 30 T5S R7E SBM DATE T£ OF ESSI SHAHANDEH DATE DATE: JAN 2015 FOR ros No PG2019-0001 CA1.�E j DESIGNED BY: DRAWN BY: CHECKED BY: RICE NO. 47834 - EXPIRES 12/31 /2019 SOUTHWEST CONCEPTS 20180114 15, 1NVImll INv E, 54.33 MAXWELL PLUS PRIMARY CHAMBER cn BOTTOM 42,78 . 0. 1. %\N� 41Z. /- i, �. ` INV IN N 55.84 04 WS100=56.68 ' S �� 1 0100 INV OU E} 54.50 00 17 o A - ---- t INV OUT N 53.50 "? �. �. r r BOTTOM 50.57 !+ a_ �.� 3 WS100=56.68 FILTER FABRIC (WHERE REQUIRED BY ENGINEER) CLASS I MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH ASTM D2321 IN PIPE ZONE CONTRACTOR TO DRILL 2" DIA. HOLES AT 30' EITHER SIDE OF C/L FOR DRAINAGE AT 247 O.C. (TYP) 520-C-2500 TYPE V LOAD BEARING CONCRETE COLLAR MAXWELL PLUS SECONDARY CHAMBER TMH 60.78,. 04 INV 54,30 ` cn S=0.0100 PA PROPOSED W.I. FENCING BY SEPARATE PLAN & PERMIT H VARIES 3.16'-4.95' (FLEX PVMT.) SOFFIT 56.95 UNDISTURBED ---- EARTH X BOTTOM 51.37 All SUBGRADE 50.87 * BEDDING (CLASS I MATERIAL) \SUITABLE 6" MIN. FOUNDATION NOMINAL NOMINAL TYPICAL TYPICAL TYPICAL SIDE H H DIAMETER O.D. SPACING "S" SPACING "C" WALL "X" (NON -TRAFFIC) (TRAFFIC) 60" 67" 24" 90" 18" 12" 24" (1500 MM) (1702 MM) (610 MM) (2286 MM) (457 MM) (292 MM) (610 MM) UNDISTURBED EARTH X. 7v._ * CLASS I MATERIAL PER ASTM D2321, LATEST EDITION, COMPACTED IN MAX. 18" LOOSE LIFTS TO 95% MIN. OF MAX. SPD PL C �-� 8-SI INV FDC TOP >> acy 5 INV 55.47 GRAPHIC SCALE 5 O Z5 5 10 20 ( IN FEET ) 1 inch = 5 tt * CLASS I BACKFILL REQUIRED AROUND 60" DIAMETER FITTINGS. ADS NOTES: MAXWELL NOTES SECTION �- V 24-DIA. RISER 33 * CLASS I MATERIAL PER MANH2 STABILIZEDLE BACKFILL- COMPACTED NFIED FLAT AVE IN LANDSCAPE AREAS 1 SACK M. UNDISTURBED TMH AS NOTED ASTM D2321, LATEST EDITION, 1. ALL REFERENCES TO CLASS II MATERIAL (1.5" DIA MIN. CLEAN ' 34 EARTH COMPACTED IN MAX. 18" LOOSE -STANDARD IN PAVEMENT. NTS WASHED ROCK) ARE PER ASTM D2321 STANDARD PRACTICE FOR 3 BOLTED RING AND GRATE COVER - DIAMETER AS SHOWN. CLEANCAST IRON LIFTS TO 95% MIN OF MAX. SPD UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS WITH WORKING "STORM WATER ONLY" IN RAISED LETTERS. BOLTED IN 2 24" DIA C.I. FRAME & GRATE ;�✓�`f�/.r;`1���','` ;, s r�� e; %:, AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION. LOCATIONS AND SECURED TO CONE WITH MORTAR. RIM ELEVATION +/-0.02' TMH AS NOTED I OF PLANS. 2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN 4 r- 24„ MIN ACCORDANCE WITH ASTM D2321 LATEST EDITION AND THE GRADED BASIN OF PAVING (BY OTHERS)ACCORDANCE 24" CORRUGATED HDPE RISER TOP 56.97 BOTTOM 51.39 * BEDDING (CLASS I MATERIAL) 6" MIN. SECTION A -A VARIES 3.16' TO 4.95' SOFFIT 56.68 WS100=56.68 q LATERAL INV 51.68 INSPECTION MANHOLE DETAIL NTS Know what's b4310W. Cal I before you dig. DATE By MARK ENGINEER DESIGNED BY; A 4 MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES. 5 COMPACTED BASE MATERIAL (BY OTHERS). 6 PUREFLO DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24" LENGTH WITH 3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF VENTED ANTI - SIPHON AND INTERNAL. 265' MAX. SWO FLATTENED EXPANDED NATIVE FINES INTO THE BACKFILL MATERIAL. METAL SCREEN X 12" LENGTH. FUSION BONDED EPDXY COATED. 0. PRECAST LINER 4-000 PSI CONCRETE 48" DIA. X 54" O.D. CENTER IN HOLE 4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS AND ALIGN SECTIONS TO MAXIMIZE BEARING SURFACES. SPECIFIED BY THE ENGINEER TO PREVENT THE MIGRATION OF FINES 8 MIN. 6' DIA. DRILLED SHAFT. FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL. 9. SUPPORT BRACKET - FORMED 12 GA. STEEL. FUSION BONDED EPDXY �- COATED, 5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE OVERFLOW PIPE - SCH. 40 PVC MATED TO DRAINAGE AT BASE SEAL. CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE g 6" DIA DRAINAGE PIPE - ADS WY GRADE WITH TRI-A COUPLER SUSPEND ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY PIPE DURING BACKFILL OPERATIONS TO PREVENT BUCKLING OR BREAKAGE. THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DIAMETER AS NOTED. 3 DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A 12 BASE SEAL - GEOTEXTILE, POLYLINER OR CONCRETE SLURRY. GEOTEXTILE MATERIAL. ROCK - CLEAN AND WASHED, SIZED BETWEEN %" AND 1 X- TO BEST COMPLEMENT SOILS CONDITION. miff 6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS II. (1.5" DIA MIN. 14 FLOFAST DRAINAGE SCREEN - SCH. 40 PVC 0.120" SLOTTED WELL SCREEN CLEAN WASHED ROCK) THE CONTRACTOR SHALL PROVIDE WITH 32 SLOTS PER ROW/FT. DIAMETER VARIES 96" OVERALL LENGTH WITH DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS TRI-B COUPLER. L* OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) 15 MINIMUM 4' DIA. SHAFT - DRILLED TO MAINTAIN PERMEABILITY OF DRAINAGE SOILS. A FOR 30"-60" (750mm--900mm). 16 FABRIC SEAL - UV RESISTANT GEOTEXTILE- TO BE REMOVED BY CUSTOMER AT PROJECT COMPLETION. 7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS II (1.5" 17 ABSORBENT - HYDROPHOBIC PETROCHEMICAL SPONGE. MIN. 128 OZ. DIA MIN. CLEAN WASHED ROCK) IN THE PIPE ZONE EXTENDING NOT CAPACITY. LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL 18 CONNECTOR PIPE - 4" DIA. SCHEDULE 40 PVC OR APPROVED EQUAL. PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. 19 VENT ANTI -SIPHON INTAKE WITH FLOW REGULATOR. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST 0 INTAKE SCREEN - SCHEDULE 40 PVC 0.120" MODIFIED SLOTTED WELL EDITION. SCREEN WITH 32 SLOTS PER ROAW/FT. 48" OVERALL LENGTH WITH TRI-C INSPECTION MANHOLE 8. MINIMUM COVER;- MINIMUM COVER OVER ALL 1 END. FREEBOARD DEPTH VARIES WITH !HEFT PIPE ELEVATION. INCREASE PRIMARY/ RETENETION/DETENTION SYSTEMS IN NON -TRAFFIC SECONDARY SETTLING CHAMBER DEPTHS AS NEEDED TO MAINTAIN ALL INLET DETAIL -PLAN VI VIEW(3 APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO ELEVATIONS ABOVE CONNECTOR PIPE OVERFLOW. OPTIONAL INLET PIPE (BY OTHERS) - -- -- - -3 PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS MOISTURE MEMBRANE - 6 MIL PLASTIC. PLACE SECURELY AGAINST NTS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" - 60" ECCENTRIC CONE AND HOLE SIDEWALL. USED IN LIEU OF SLURRY IN DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF LANDSCAPE AREAS. FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. CONSTRUCTION NOTES O CONSTRUCT 8" PVC PIPE, (SDR-35). 11 CONSTRUCT 6" TYPE "D" BARRIER CURB PER CLQ STD DWG 210 15 CONSTRUCT 4" PC CONCRETE PAVEMENT OVER 12" NATIVE SOIL COMPACTED TO 95% PER CLQ STD DWG 200. 16 CONSTRUCT 4" WIDE PC CONCRETE RIBBON GUTTER OVER 6" CRUSHED AGGREGATE (CLQ PSN 97056). 17 CONSTRUCT 4.5" AC PAVEMENT OVER 6.5" MISC. CRUSHED AGGREGATE BASE OVER 12" NATIVE SOIL COMPACTED TO 95%. INSTALL 18" DIA CPP STORM DRAIN ADS N-12 OR APPROVED EQUAL CONSTRUCT MAXWELL PLUS DRYWELL SYSTEM. 3 INSTALL 24" DIA MANHOLE PER DETAILS SHEET 4 OR APPROVED EQUAL 3 INSTALL 60" DIA. ADS DRAINAGE PIPE OR APPROVED EQUAL. 4p INSTALL 6" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT MIN. DEPTH=4.0', UNLESS OTHERWISE NOTED ON THE PLAN. 41 INSTALL 4" DIA. DIP WATER SERVICE W/POLYETHYLENE ENCASEMENT MIN. DEPTH=4.0', UNLESS OTHERWISE. NOTED ON THE. PLAN. 44 INSTALL 6" D.I. GATE VALVE W/POLYETHYLENE ENCASEMENT (DJX MJ) w m 0 0 z L 0 Bn 57 UNDISTURBED SOIL MAXWELL PLUS DETAIL NTS RECOMMENDED FOR SEAL SEAL APP OVED BY - APPROVAL QRpFEss,oN , �0_0� SS 77 570 SPRINGFIELD LANE, SUITE "C" '9 PALM DESERT, CA 9221 1 `AR Sy NCII�EERINC � qy F BRYA McK1NNEY, P.E. DATE (760) 772-$400 OFFICE �n CITY ENGINEER No. 47834 , m R.C.E. NO. 49418 - EXPIRES 9 30 2020 (760) 7728421 FAx PREPARED UNDER THE DIRECT SUPERVISION OF: CIVIL AND STRUCTURAL ENGINEERING - PLANNING - SURVEYING DATE APPR. DATE CHECKED BY �����-ram �.�Q SCALE: 1"=5'. C.I.=0.5' BENCHMARK: T� REVISIONS CITY ,9� cfvi\. DATE OF CA1-\F� ESSI SHAHANDEH DATE DATE: JAN 2019 DRAWN BY: CHECKED BY: RCE NO. 47834 - EXPIRES 12/31 /2019 IN THE CITY OF LA QUINTA, RIVERSIDE COUNTY, CAUFORNIA PRECISE GRADING & PAVING PLAN CAIiFC NA AR€' NLMM SUP 2DIS-C(M & CUP 2018-M PORTION OF PARCEL 3 OF PARCEL MAP 27892 PMB 182/63-66, O.R. STORM DRAIN DETAILS APN 643-200-032 IN THE SE 1 4 OF SECTION 30 T5S R7E SBM FOR JOB No. SOUTHWEST CONCEPTS 1 20180114 SHEET No. 6 OF 6 SHTS, FILE No. PG2019-0001