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PG2017-0019SHEETINDEX IN THE CITY OF LA QUINTA, STATE OF CALIFORNIA APPROVED FOR P MITTING PLAN IN N ZONING COMPLIANCE HIGHWAY 111 SHEET NUMBER & TITLE122- PRECISE GRADING AND BDRT HA A DATE GABRIE EREZ DATE w 1 - TITLE SHEET BUILDING OFFICIAL PLANNING MANAGER A > 2 - NOTES CITY OF LA QUINTA CITY OF LA QUINTA Q,tiT PROTECT o 3 -_DETAILS DRAINAGE PLANS �tigoAY W 5 - DHORIOZONIOTALPCONTROL PLAN Q Z 6- DRAINAGE AND GRADING PLAN LEGEND OJ �qy SIMON DRIVE v 7 - WATER AND SEWER PLAN �O Q 8 - EROSION CONTROL PLAN FOR z- -- k'-------- --- EX. WATER sy' EPL LA 'YG'T a S ---------- EX. SEWER p'Y -I QUINTA F ____--_-__-- EX. FIRE Oq��pA RF�T S PROPOSED SEWER egos q<�o� PARCEL 3, PM 36791 W PROPOSED WATER 78621 HIGHWAY 111 LA QUINTA CA o EX. SEWER MANHOLE PROJECT TEAM EX. LIGHT POLE 2 e- PARCEL MAP NO. 36791 EX. FIRE HYDRANT �o OWNER/APPLICANT CONTRACTOR - O i t EL POLLO LOCO TBD I i G I --- - 500 EX. CONTOURS NOT T'OSCALE SPENCER TROMBLEY _ I 3535 HARBOR BLVD, STE 100 -1 -- EX. WALL COSTA MESA, CA. 92626 CONTRACTOR I �_,_____ __,_ r 714-599-5208 VICINITY MAP CIVIL ENGINEER/SURVEYOR TBIRDE SERVICE) l I v — PROPERTY LINE LOT LINE MICHAEL KNAPTON - - - - - - - - - - - EASEMENT/SETBACK „ z Q10=1.0 CFS F E MA FLOOD ZONE KIMLEY-HORN AND ASSOCIATES, INC. I o I�.'a OOQ100=2.3 CFS 401 B. STREET, SUITE 600 ir; — G.B./RIDGE LINE _ GRADE BREAK/RIDGE LINE _ _ / SAN DIEGO, CA 92101 , ,/ 1 `> ZONE: X (619) 744-0142 ' . J, r- /- � .� � r a ' I I � � � � DAYLIGHT LINE AREA IS DETERMINED TO BE OUTSIDE OF THE .2% ANNUAL E MICHAEL.KNAPTON®KIMLEY-HORN.COM PROPOSED STORM DRAIN CHANCE FLOOD PLAIN. II GEOTECHNICAL CONSULTANT �. 1 I, 010=0.5 CFS 500 PROPOSED CONTOURS EARTH SYSTEMS SOUTHWEST _ Q100=1.2 CFS TOPOGRAPHY SOURCE BERMUDA DUNES, CA 92203 �� _-r~ �© 79-811B COUNTRY CLUB DRIVE - — — FLOW LINE t IT w m x �0® s �� Wa ADA PATH OF TRAVEL THE EXISTING TOPOGRAPHY WAS COMPILED BY GROUND SURVEY V — — — — — — SAWCUT LINE METHODS AT 1"=40' SCALE DATED MARCH 2O17 BY KIMLEY-HORN, .„ UTILITY PURVEYORS' r BASIS OF BEARING �I' - ' i N SEWER & WATER ELECTRIC k 1 I b = ; �"o PROPOSED SPOT GRADE THE CENTERLINE OF HIGHWAY 111 AS SHOWN ON PARCEL MAP COACHELLA VALLEY WATER DISTRICT IMPERIAL IRRIGATION DISTRICT t 18418, P.M.B. 113/49-50 SHOWN AS N41-08'23"W (706) 398-2651 (760) 398-585411 L ; yi RJ GAS EXISTING SPOT GRADE BENCHMARK SO. CALIF. GAS COMPANY O if - 2 2% PROPOSED FLOW (909) 335-7967 i "" (DIRECTION AND SLOPE) CITY OF LA QUINTA BENCHMARK NUMBER 080, BEING A 3' NGS ---- ---- BRASS DISK, STAMPED Y1462, DOWN 0.1 % LOCATED 22.5' SIMON DRIVE_ ❑ v SOUTHERLY OF CURB FACE OF HIGHWAY 111, ACROSS FROM DECLARATION OF _ o STORM DRAIN CURB INLET v CLIFF HOUSE ENTRANCE. ELEVATION: 94.361 FEET —� ��__ c STORM DRAIN GRATE INLET DATUM: NAVD88 RESPONSIBLE CHARGE ------- - - -� N D EX MAP 00000a eg8 TRUNCATED DOMES PER 3 SITE INFORMATION I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, XO GRADING SHEET NUMBER SHEET 2 THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE �Z` SCALE:1"=40' CONSTRUCTION NOTES QUANTITIES SITE ADDRESS: 78611 HIGHWAY 111, LA QUINTA, CA 92253 PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSION �Q- APN: 643-220-028 CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. GRADING AND IMPROVEMENT CONSTRUCTION NOTES TOTAL SITE AREA: 0.75 AC I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF LA QUINTA IS CONFINED TO A REVIEW ONLY AND DOES NOT lO CONSTRUCT 6" CONCRETE CURB PER C.L.Q. STD. DWG. 210 650 LF RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR THE PROJECT DESIGN. GRADING QUANTITIES O CONSTRUCT 6" CURB AND GUTTER PER C.L.Q. STD DWG. 201 292 LF O CONSTRUCT GUTTER PER DETAIL C, SHEET 3. 146 LF DISTURBED ACREAGE = 0.47 ACRES ® OINSTALL HANDICAP ACCESSIBLE STALL PER DETAIL B, SHEET 3 _ 1 EA FILL QUANTITIES - 260 CYD Mid AEL J. KNAPTON R.C.E. ---- - 1 v CUT QUANTITIES = 160 CYD -- ----k� DATE S- 05 INSTALL HANDICAP ACCESSIBLE SIGN PER DETAIL E, SHEET 3 1 EA IMPORT/EXPORT = 100 CYD 6OINSTALL PARKING LOT STRIPING PER DETAIL G, SHEET 3 147 LF NOTE: GRADING QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES PARKING AND PAVING 1 EA ONLY AND ARE NOT INTENDED TO BE USED AS BID QUANTITIES. 07 PAINT "STOP" PAVEMENT MARKING PER CALTRANS STD. PLAN A24D CONTRACTOR WILL BE REQUIRED TO RE-EVALUATE OVER -EX REQUIREMENTS WITH OWNER AND ENGINEER AFTER SITE DEMOLITION. REFER TO SHEET 2 Og PAINT ARROW PER PAVEMENT MARKING PER ARCHITECTURAL PLANS 1 EA WATER CONSTRUCTION NOTES 9O SCREEN WALL PER ARCHITECTURAL PLANS (PER SEPARATE PLAN & BUILDING PERMIT) 3 EA r O INSTALL 2" PVC SCH. 80 WATER MAIN 104 LF 10 INSTALL GRAVITY RETAINING WALL PER DETAIL A, SHEET 3 (PER SEPARATE PLAN & BUILDING OBUILDING POINT OF CONNECTION _ _ 1 EA PERMIT) _. _ _ _ _ _ _ 38 LF ELEGAL DESCRIPTION O CONNECT TO EXIST 2" WATER MAIN _ 1 EA 11 CONSTRUCT CURB RAMP CASE-E PER C.L.Q. STD DWG. 250 5 EA l PARCEL 3 OF PARCEL MAP 36791, IN THE CITY OF LA QUINTA, 04 INSTALL 2" HORIZONTAL BEND, ANGLE PER PLAN _ 1 EA 12 CONSTRUCT CURB RAMP CASE-B PER C.L.Q. STD DWG. 250 1 EA COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS SHOWN BY MAP ON 13 INSTALL PRECAST WHEEL STOP PER DETAIL D, SHEET 3 12 EA FILE IN BOOK 239, PAGES 27-29 OF PARCEL MAPS, RECORDS OF L RIVERSIDE COUNTY, CALIFORNIA. SANITARY SEWER CONSTRUCTION NOTFS 14 INSTALL DECORATIVE CONCRETE PAVEMENT 62 SF GEOTECHNICALREPORT „ 15 INSTALL 6" CURB WITH WALKOFF CURB ISLAND PER DETAIL F, SHEET 3 N/A, SEE NOTE 1 O INSTALL 6 SDR_ 35 PVC PRIVATE SANITARY SEWER MAIN 130 LF f 16 CLEAN AIR VEHICLE & CHARGING PARKING SPACES PER ARCHITECTURAL PLANS _ - 3 EA THE PROPOSED RETAIL DEVELOPMENT - LOCATED AT 78621 HIGHWAY 111, IN O INSTALL 6" HORIZONTAL BEND, ANGLE PER PLAN 2 EA THE CITY OF LA QUINTA, CALIFORNIA, GEOTECHNICAL EVALUATION DATED 17 BIKE RACK PER ARCHITECTURAL PLANS _... 1 EA NOVEMBER 3, 2017 PREPARED BY EARTH SYSTEMS SOUTHWEST, O GREASE INTERCEPTOR PER PLUMBING PLAN 1 EA z GEOTECHNICAL CONSULTANTS AS GEOTECHNICAL UPDATE REPORT, PROJECT 18 ADA TRASH ENCLOSURE PER ARCHITECTURAL PLANS (PER SEPARATE PLAN & BUILDING PERMIT) 1 EA LL NUMBER 12505-01, DOC NT:17-11-707, AND ALL ADDENDA SHALL BE 04 BUILDING POINT OF CONNECTION.. 2 EA CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS, STORM DRAIN CONSTRUCTION NOTES O CONNECT TO EXIST. 6" SEWER MAIN 1 EA QgOFESS/p ❑1 YCCONSTRUCT MODIFIED (DOUBLE SIDED INLET) 6"CURB OPENING CATCH 1 EA INSTALL 6" LATERAL 1 EA s O�fq 6 _ _ _ _ _ BASIN (CURB INLET) PER APWA STD PLAN 300-3, L=4 N w �" O INSTALL CLEANOUT PER CVWD STD. S-6 4 EA " 1 EA ANTHONY COLAROSSI C.E 60302 EXP, 6-30-2018 EMp.b o�p! 02 CONSTRUCT CALTRANS TYPE GO' INLET - - -- - -- * * �3 CONNECT TO EXIST RETENTION 1 EA NOTE: ALL QUANTITIES SHOWN ON THIS SHEET ARE FOR i,vlESTIMATE PURPOSES ONLY AND SHOULD BE CONFIRMED EARTH SYSTEMS SOUTHWEST Sr9rF t� 78 LF BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 79-811B COUNTRY CLUB DRIVE �CPUF a INSTALL 8" HDPE STORM DRAIN ti BERMUDA DUNES, CA 92203 5 11.25" 8" HDPE BEND 1 EA KHA PROJECT LICENSED PROFESSIONAL ■ 195065000 Don't Dig... Until You Call U.S.A. Toll Free APPROVED BY: CITY OF LA QUINTA QR�FESS/p CITY OF LA QUINTA, CALIFORNIA SHEET NUMBER Ki mley>>> Horn DATE -800-227-2600 anon ,2/2o/eon � for the location ����` k Al EL POLLO LOCO LA QUINTA 1 of buried `' GRADING AND DRAINAGE PLANS SCALE AS SHOWN' utility lines. Z c� Don't disrupt ��/���� * E Z its * PM 36791 of 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 DESIGNED BY BN vital services. BRY MCKINNEY, P. DATE J avt Q PHONE: 619-234-9411 DRAWN BY JLM INTERIM CITY ENGINEER F OF CAl\�o��� TITLE SHEET $ No. REVISIONS DATEY CHECKED BY MJK WWW.KIMLEY-HORN.COM TWO WORKING DAYS BEFORE YOU DIG R.C.E. NO. 49418 EXP 9-30-18 DATE: 12 20 2017 PG zoi -7 Dn iq GENERAL NOTES SEWER NOTES WATER NOTES GRADING NOTES GRADING NOTES (CONT. 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:OOAM TO 5:30PM MAY 1ST TO SEPTEMBER 30TH: MONDAY THROUGH FRIDAY 6:OOAM TO 7:OOPM 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. NO LANE CLOSURES SHALL BE PERMITTED OR ALLOWED ON ANY CITY STREET BEFORE 8:30AM AND AFTER 3:30PM UNLESS 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 REQUITED TO: A) FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB); B) PREPARE A STORM WATER POLLUTION PREVENTION PLAN 1. ALL SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SANITARY SEWER SYSTEMS (STANDARD ST SPE .IFICATIONS) OF THE COACHELLA VALLEY WATER 2. THE CONTRACTOR SHALL POSSESS A VALID CLASS A OR C-34 STATE OF CALIFORNIA CONTRACTORS LICENSE. 3. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE. 4. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. 5. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWD'S REGULATIONS. 6. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN 3:30P.M. AND 4:30P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. 7. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. 8. COPIES OF COMPACTION TEST RESULTS SHALL BE FURNISHED TO THE INSPECTOR PRIOR TO AIR TESTING. MINIMUM FREQUENCY OF COMPACTION TESTING SHALL BE AS FOLLOWS. A SET OF PIPE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED OVER THE SEWER MAIN BETWEEN MANHOLE SECTIONS AND A SET OF PIPE ZONE AND MID -TRENCH TESTS SHALL BE CONDUCTED AT EVERY THIRD SERVICE LATERAL AND MANHOLE LOCATION. 9. GRADE AND ALIGNMENT SHALL BE ESTABLISHED IN A MANNER APPROVED BY CVWD. CUT SHEETS SHALL BE PROVIDED TO THE INSPECTOR PRIOR TO EXCAVATION AND INCLUDE THE TOP OF CURB ELEVATION AT THE LATERAL LOCATIONS. SEWER MAIN SHALL BE INSTALLED TO WITHIN 0.02 FOOT TOLERANCE OF LINE AND GRADE AND NO SAGS GREATER THAN 1/2 INCH ARE ACCEPTABLE. 10. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAWING NO. W-1/S-3. 11, NO SEWER LATERALS SHALL BE INSTALLED IN DRIVEWAYS. 12. NO SEWER MAINS SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. 13. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. 14. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT 1-800-422-4133 AT LEAST TWO WORKING DAYS PRIOR TO START OF CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER PRIOR TO EXCAVATION. 15. NEW CONSTRUCTION TO BE PLUGGED UNTIL SEWER SYSTEM IS APPROVED FOR SERVICE, PLUG TO BE REMOVED IN PRESENCE OF DISTRICT INSPECTORS. 16. WHEN CLEARANCE BETWEEN SEWER AND STORM DRAIN IS BETWEEN 6" AND 18", THE SEWER SHALL BE CONCRETE ENCASED PER RCFCD M807. 1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER SYSTEMS (STANDARD SPECIFICATIONS) OF THE COACHELLA VALLEY WATER DISTRICT (CVWD). 2. CONTRACTOR SHALL CONTACT CVWD'S CHIEF INSPECTOR UPON RECEIPT OF APPROVED DRAWINGS TO ARRANGE THE PRECONSTRUCTION CONFERENCE. NO CONSTRUCTION SHALL BEGIN PRIOR TO THE PRECONSTRUCTION CONFERENCE. 3. CONTRACTOR SHALL SUBMIT TO CVWD A LIST OF MATERIALS TO BE USED PRIOR TO THE PRECONSTRUCTION CONFERENCE. ONLY MATERIALS ON THE APPROVED LIST MAY BE USED. LIST SHALL INCLUDE QUANTITY, MANUFACTURER, MODEL, SIZE AND OTHER PERTINENT DATA. 4. ALL WORK SHALL BE INSPECTED BY CVWD. THE CHARGES FOR INSPECTION SHALL BE IN ACCORDANCE WITH CVWD'S REGULATIONS. 5. CONTRACTOR SHALL SCHEDULE HIS CONSTRUCTION ACTIVITIES DAILY WITH THE INSPECTION DEPARTMENT BETWEEN 3:30P.M. AND 4:30P.M. FOR THE FOLLOWING WORKING DAY. IF CVWD IS UNABLE TO PROVIDE AN INSPECTOR OR INSPECTORS, CONTRACTOR SHALL RESCHEDULE THE WORK FOR ANOTHER TIME. IF CONTRACTOR ELECTS TO CANCEL SCHEDULED WORK WITHOUT PRIOR NOTICE TO CVWD, CONTRACTOR SHALL BE CHARGED ONE HOUR OF INSPECTION TIME FOR EACH DAY OF OCCURRENCE. 6. WORK PERFORMED WITHOUT INSPECTION SHALL BE REJECTED. 7. THE COVER FOR WATER DISTRIBUTION PIPELINES 24 INCHES IN DIAMETER AND SMALLER IN RESIDENTIAL DEVELOPMENTS WITH CURB AND GUTTER SHALL BE 36 INCHES. THE COVER FOR WATER DISTRIBUTION PIPELINES 30 INCHES AND GREATER AND ANY PIPELINES LOCATED IN NON-RESIDENTIAL AREAS SHALL BE 48 INCHES. STREETS SHALL BE BROUGHT TO SUBGRADE, SEWER INSTALLED AND CURB AND GUTTER INSTALLED BEFORE THE PIPELINE IS INSTALLED. 8. POLYETHYLENE ENCASEMENT SHALL BE USED FOR ALL FERROUS PIPES, VALVES AND FITTINGS IN THE AREAS OF CORROSIVE SOILS AND/OR WHERE THE ELECTRO CONDUCTIVITY OF THE SOIL IS LESS THAN 2,000 OHMS PER CUBIC CENTIMETER OR AS DIRECTED BY CVWD. 9. ALL CONNECTIONS TO EXISTING FACILITIES WILL BE MADE BY CVWD AT THE OWNER'S EXPENSE. SIXTY DAYS NOTICE REQUIRED. CONTRACTOR SHALL START THE INSTALLATION AT THE TIE-IN CONNECTION PROVIDED. 10. THE SEPARATION BETWEEN WATER AND SEWER FACILITIES SHALL BE AS SPECIFIED IN CVWD STANDARD DRAWING NO. W1. 11. PIPELINES SHALL BE KEPT FREE OF DIRT, ROCKS AND FOREIGN MATERIALS DURING CONSTRUCTION. MECHANICAL CLEANING MAY BE REQUIRED AT THE DISCRETION OF THE CHIEF INSPECTOR. 12. RESTRAINED JOINTS ARE REQUIRED UNDER PAVERS, DECORATIVE CONCRETE, AND THROUGH EACH ENTRYWAY TO THE PROJECT. NO WATER PIPELINES SHALL BE INSTALLED UNDER CURBS OR SIDEWALKS. 13. NO WATER SERVICE LINES OR METER BOXES SHALL BE INSTALLED IN DRIVEWAYS. 14. THESE PLANS MAY BE SUBJECT TO REVIEW AND/OR REVISION BY CVWD IF CONSTRUCTION HAS NOT STARTED WITHIN 12 MONTHS FROM DATE OF APPROVAL AS SHOWN IN CVWD DRAWING APPROVAL BLOCKS. (SWPPP); AND HDPE NOT E S 15. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (USA) AT C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A 1-800-422-4133 AT LEAST TWO WORKING DAYS PRIOR TO START OF NATIONAL PROGRAM TO CONTROL NON -POINT SOURCE CONSTRUCTION AND PROVIDE THE CVWD INSPECTOR THE USA NUMBER POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS 1. PIPE WILL BE BACKFILLED WITH CRUSHED ROCK IN ACCORDANCE WITH PRIOR TO EXCAVATION. IMPLEMENTED AND ENFORCED BY THE SWRCB. RCFCD M815. 2.35" n cV O O -TO O RAISED TRUNCATED DOME PATTERN N 0.45" o O -� [--- 0.9" RAISED TRUNCATED DOME --{ 3/4" ----III 1 " GROOVING4DETAIL 2. THE REMAINDER OF THE TRENCH WILL BE BACKFILLED WITH THE RAMP NOTES SPECIFIED BACKFILL COMPACTED TO 90% RELATIVE COMPACTION PER CALIFORNIA TEST METHOD 216 OR ASTMD 1557 (LATEST EDITION) EXCEPT FOR THE PORTION IN THE PAVEMENT SUBGRADE WHICH SHALL 1. THE RAMP SHALL HAVE 12" BORDER WITH 1/4" GROOVES BE COMPACTED TO 95% RELATIVE COMPACTION. APPROXIMATELY 3/4" ON CENTER. GROOVES MUST BE POSITIONED ON THE LEVEL SURFACE AT THE TOP OF THE 3. PIPE WITH LESS THAN 2 FEET OF COVER UNDER HIGHWAY LOADING CURB RAMP (SEE GROOVING DETAIL) SHALL BE ENCASED IN PORTLAND CEMENT CONCRETE (PCC) THE 2. TRUNCATED DOMES SHALL BE PROVIDED ACROSS THE FULL PORTION ABOVE THE ENCASEMENT SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE ABOVE PARAGRAPH.ABBREVIATIONS WIDTH & DEPTH OF THE CURB RAMP, EXCLUDING THE FLARED SIDES. (SEE DETAIL) SLOPE SHALL NOT EXCEED 1:12 4 MAXIMUM PIPE COVER SHALL NOT EXCEED THE AMOUNT SPECIFIED IN NOTE TO DESIGN ENGINEER: THESE GRADING NOTES ARE INTENDED FOR USE ON ALL MASS GRADING AND ROUGH GRADING PLANS, AND ON PRECISE GRADING PLANS WHERE THE GRADING IS BEING COMPLETED AS PART OF THESE PLANS. SEE PRECISE GRADING NOTES WHEN THE ORIGINAL GRADING WAS PERFORMED PER AN APPROVED ROUGH GRADING PLAN. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO. 12505-01, DATED:NOVEMBER 3, 2017 PREPARED BY:EARTH SYSTEMS SOUTHWEST,TELEPHONE NO. (760) 345-1588 1. 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. 2. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 3. 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. 4. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6" ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 5. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 6. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 7. 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%. 8. 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. 9. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 5.4" 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. 10. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 11. 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. 12. 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. 13. 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. 14. 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. 15. BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. PLEASE SUBMIT THESE FOR SEPARATE BUILDING PERMIT(S). OR 8.33% MAX THE CURRENT CALTRANS DESIGN MANUAL. AB - AGGREGATE BASE FL - FLOW LINE RSP - REVISED STANDARD PLAN 3. A MINIMUM 36-INCH WIDE SECTION OF TRUNCATED DOMES AC - ASPHALT FOW - FACE OF WALL RW - RECLAIMED WATER BC - BACK OF CURB FS - FINISHED SURFACE RWH - REDWOOD HEADER SHALL BE PROVIDED WHEN FLAT TRAVEL SURFACE ADJOINS 5. HDPE IS NOT PERMITTED IN AREAS OF RUNNING GROUNDWATER OR IN BS - BOTTOM OF STEP FW - FIRE WATER R/W - RIGHT-OF-WAY A VEHICULAR WAY (0" C.F.) AREAS WITH UNSTABLE TRENCH WALLS. BLDG - BUILDING G - GAS S - SEWER OR SOUTH 4. DETECTABLE WARNING SURFACES, AT THE OPTION OF THE BW - BACK OF WALK GB - GRADE BREAK SD - STORM DRAIN CONTRACTOR, SHALL BE CONSTRUCTED BY CAST -IN -PLACE 6. HDPE SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF CB - CATCH BASIN GI - GRATE INLET SS - SANITARY SEWER OR STAMPED METHOD, OR CONSIST OF A PREFABRICATED STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) CF - CURB FACE HP - HIGH POINT SSCO - SANITARY SEWER CLEANOUT SURFACE. THE PREFABRICATED SURFACE (NO RUBBER MATS DESIGNATION M-294, TYPE S (SMOOTH INTERIOR) FOR SIZES FROM 4 C&G - CURB AND GUTTER H.G. - HYDRO GEOLOGIST SSLS - SANITARY SEWER LIFT STATION ALLOWED) SHALL BE EITHER TACTILE TILES, BY CARSONITE INCH DIAMETER THROUGH 48 INCH DIAMETER. C/L - CENTERLINE IE - INVERT ELEVATION SSMH - SANITARY SEWER MANHOLE INTERNATIONAL CORPORATION OR DETECTABLE WARNING C.L.Q. - CITY OF LA QUINTA INV - INVERT SSPWC - STANDARD PLANS FOR PUBLIC MATS, BY DETECTABLE WARNING SYSTEMS, OR APPROVED CONC. - CONCRETE IRR - IRRIGATION WATER WORKS CONSTRUCTION - CONSTRUCT, EQUAL. PAVING LEGEND & QUANTITIES COVWDT - COACHELLA VALILEYRWAT RN LF - L NEARis -IOFEET RUCTURE STD - STANIDARD 5. MINIMUM RAMP THICKNESS SHALL BE 4" P.C.C. OVER 4" DISTRICT LP - LOW POINT STM - STORM CLASS II A.B. OVER 6" OF SUBGRADE. ALL AB AND/OR DF - DEEPENED FOOTING MH - MANHOLE SW - SIDE WALK SUBGRADE SHALL BE PROCESSED TO 95% RELATIVE PARKING AREAS 1,840 SF DI - DRAIN INLET N - NORTH T - TELEPHONE COMPACTION. DW - DOMESTIC WATER NO - NUMBER TC - TOP OF CURB DWG - DRAWING PCC - PORTLAND CEMENT CONCRETE TP - TOP OF PAVEMENT HARDSCAPE PER LANDSCAPE PLANS 380 SF E - EAST PE - POLYETHELENE TW - TOP OF WALL PARKING NOTE / EA - EACH P/L - PROPERTY LINE W - WATER WEST EG -EDGE OF GUTTER PIP - PROTECT IN PLACE 290.00 - PROPOSEDED ELEVATION CONCRETE SIDEWALK 1,658 SF ELEC - ELECTRIC PUE - PUBLIC UTILITY EASEMENT (283.1) - EXISTING ELEVATION EP - EDGE OF PAVEMENT PVC - POLYVINYL CHLORIDE SEE SHEET 7 FOR PARKING RATIO TABLE EXIST - EXISTING R - RADIUS DECORATIVE CONCRETE PAVING 60 SF FF - FINISHED FLOOR RCFCD - RIVERSIDE COUNTY FLOOD FG - FINISHED GRADE CONTROL DISTRICT FH - FIRE HYDRANT RD - ROOF DRAIN DRIVING AISLES 3,400 SF KHA PROJECT LICENSED PROFESSIONAL ■ 195065000 Don't Dig ... Until You Call U.S.A. Toll Free APPROVED BY: CITY OF LA QUINTA QR�FESS/OHq Kimley*Horn DATE 1-800-227 anon 12/20/2017 Eo for the location ti �P A �, e of buried &M, `� i _�_ o--- z SCALE AS SHOWN A utility lines. �-�' ,7-Af//7 cr =� ^'Don't disrupt /�/I�� f /3u 9 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 DESIGNED BY BN vital services. BRY McKINNEY, P.E. DATE *f avu Q PHONE: 619-234-9411 b�\ DRAWN BY JLM TWO WORKING DAYS BEFORE YOU DIG INTERIM CITY ENGINEER F OF WWW.KIMLEY-HORN.COM 49418 EXP 9-30-18 NO E C.. . REVISIONS DATE BY CHECKED BY MJK R.DATE:12 20 2017 16. 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. 17. 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. PAVING NOTES 1. ALL UNDERGROUND FACILITIES, INCLUDING SERVICE LATERALS, SHALL BE IN PLACE WITH TRENCHES COMPACTED AND TESTED PRIOR TO BASE GRADE INSPECTION AND PAVING. THE CONTRACTOR SHALL SUBMIT TO THE CITY WRITTEN EVIDENCE ISSUED BY THE RESPECTIVE UTILITY PURVEYOR INDICATING THE SUBSURFACE PORTION OF THEIR UNDERGROUND FACILITIES HAS BEEN INSTALLED AND ACCEPTED. 2. LANE CLOSURES AND DETOURS SHALL BE POSTED, DELINEATED, AND LIGHTED IN CONFORMANCE WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES AND ANY ADDITIONAL REQUIREMENTS DEEMED NECESSARY BY THE CITY ENGINEER. 3. ASPHALT CONCRETE PAVING, EXCEPT FOR OVERLAYS, SHALL BE INSTALLED IN TWO (2) OR MORE COURSES WITH MIX DESIGNS THAT CONFORM TO SECTION 400 OF THE REVISED STANDARD SPECIFICATIONS, COACHELLA VALLEY VERSION (GREEN BOOK), NOTED AS FOLLOWS: WEARING COURSE (UPPER COURSE):IIIA-C2-PG70-1 0 BASE COURSE (LOWER COURSES):IIIB-B3-PG70-10 THE WEARING COURSE SHALL BE 0.1 FEET THICK; THE BASE COURSE(S) SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS, 4. 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. 5. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT, P.C.C. SURFACES, AND THE A.C. BASE COURSE, IF TRAFFIC HAS DRIVEN ON IT. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE "SS-1H" CONFORMING TO SECTION 203-3 OF THE STANDARD SPECIFICATIONS. THE LIQUID ASPHALT SHALL BE GRADE 60-70 AND APPLIED AT THE RATE OF 0.1 GALLONS/YARD. 6. NEW IMPROVEMENTS THAT JOIN EXISTING IMPROVEMENTS SHALL JOIN OR MATCH IN A MANNER SATISFACTORY TO THE CITY ENGINEER. CONSTRUCTION OPERATIONS REQUIRED TO ACHIEVE A SAFE, DURABLE , AESTHETICALLY PLEASING TRANSITION BETWEEN THE NEW AND EXISTING IMPROVEMENTS MAY INCLUDE SAW CUTTING, REMOVAL, REPLACEMENT, CAPPING, AND/OR COLD PLANNING, AS NEEDED . 7. ALL MANHOLES AND VALVE BOX FRAMES SHALL BE ADJUSTED TO FINAL GRADES AFTER PAVEMENT INSTALLATION IS COMPLETED . 8. THE CURB SHALL BE ETCHED OR STAMPED SHOWING UTILITY SERVICE LATERAL LOCATIONS AS FOLLOWS: "S" FOR SEWER "G" FOR GAS "E" FOR ELECTRICAL POWER OA C3-PG64-10 ASPHALTIC PAVEMENT, OR 4,000 PSI HEAVY DUTY PORTLAND CEMENT CONCRETE SECTION PER PLAN O CLASS II AGGREGATE BASE COMPACTED TO 95% MAXIMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD OC SUBGRADE SCARIFIED AND RECOMPACTED TO 95% MAXIMUM DRY DENSITY BASED ON ASTM D1557-07 TEST METHOD NOTES: 1. MATCH EXISTING PAVEMENT SECTION IF MORE STRINGENT THAN SECTION PER THIS DETAIL. 2. CONTRACTOR TO PROVIDE R-VALUE OF COMPACTED SUBGRADE TO ENGINEER PRIOR TO PAVEMENT OPERATIONS, IN ORDER TO MAKE ANY NECESSARY ADJUSTMENTS TO THE PAVEMENT SECTION. 3. ALL TREAD SURFACES SHALL BE SLIP -RESISTANT. 4. REFER TO ARCHITECTURAL PLANS FOR COLOR, TEXTURE, PATTERN AND FINISH. 5. ALL CONCRETE CONSTRUCTION PER CITY STANDARD 200. DRIVING AISLES: PARKING AREAS: CONCRETE PAVING: HEAVY DUTY STANDARD DUTY HEAVY DUTY SIDEWALK ASPHALT ASPHALT CONCRETE CONCRETE CONCRETE CONCRETE AA 4.2" 3" 4" 6" O 9" 5.4" 2' N/A O 12" 12" 12" 12" O PAVEMENT SECTIONS NOT TO SCALE CITY OF LA QUINTA, CALIFORNIA EL POLLO LOCO LA QUINTA GRADING AND DRAINAGE PLANS PM 36791 NOTES SHEET NUMBER 2 OF VT 1-1/2: 1 SLOPE UNLIMITED OR 2' LEVEL SURCHARGE < y (VEHICLE TRAFFIC) 1" CHAMFER i" CHAMFER — c // V-0" LEVEL SURFACE 11-0. 1" CHAMFER — — — - THERE SHALL BE NO z LOADINGS EXTENDING z if ABOVE TOP OF WALL r x WITHIN A DISTANCE - o " EQUAL TO HEIGHT OF 0j THE WALL. 1'-0" MIN Tow a, TYPE -A WALL H/2 - (APPLICABLE FOR ALL TYPES OF BACKFILL LOADINGS) H/2+10" TYPE-B WALL TYPE-C WALL o *FINISHED OF WALL EXPANSION JOINT 0 30'-O"t CENTERS (MAX) AND/OR ® GROUND LINE EACH STEP. LEVEL REFERENCE ELEVATION WALL TYPE HEIGHT BASE CONCRETE CF/FT V-6" V-0" 1.50 cu ft. A 2'-0" 1'-0" 2.00 cu ft. 3'-0" 2'-4" 4.99 cu ft. B 4'-0" 2'-10" 7.66 cu ft. 5'-0" 3'-4" 10.82 cu ft. 6'-0" 3'-10" 14.49 cu ft. 3'-O" V-6" 3.75 cu ft. C 4'-0" 2'-0" 6.00 cu ft. 5'-0" 2'-6" 8.75 cu ft. C-0" 3'-0" 12.00 cu ft. NOTE: SEE C-10 FOR SECTION A -A, NOTES AND DETAILS. 6'-0" LONG PRECAST REINFORCED CONCRETE WHEEL STOP SHARED BY 2 PARKING SPACES, OR A 6'-0"LONG PRECAST REINFORCED CONCRETE WHEEL STOP FOR 1 PARKING SPACE. USE �2) #4 REBAR, EMBEDDED 18" MINIMUM INTO NATURAL GRAD & SET FLUSH WITH TOP OF WHEEL STOP. c, A.C. PAVING OVER SEETHIS PLAN CONCRETE CURB & =3 A.B. OVER COMPACTED J LANDSCAPE WHERE SOIL OCCURS o 4 0 -- �. W 01 IVD � o OQ o - I I v NATURAL GRADE U NOTES: 1. USE EPDXY ADHESIVE IN LIEU OF REBAR FOR CONCRETE SLAB INSTALLATION. WITH OWNERS APPROVAL I� 1 9 CONCRETE _---1 CONCRETE SHALL BE 560-C-3250 AND TOP EXTENSION IF SPECIFIED SEE PLAN FOR :" • —- PER GEOTECHNICAL RECOMMENDATIONS. PARKING/ SIDEWALK FILLER MATERIAL: 1" MAX INTERFACE " ACCESSIBLE DESIGN CONDITIONS p CRUSHED AGGREGATE 4 CU. FT. WALLS ARE TO BE USED FOR THE MIN AT EACH DRAIN. LOADING CONDITIONS SHOWN FOR PARKING SIGN EACH TYPE WALL. DESIGN H MAY BE 4" DIA. DRAINS WITH 1/4" GALV. (SEE DETAIL E) EXCEEDED BY SIX INCHES BEFORE WIRE MESH SCREEN, 8" ABOVE GOING TO NEXT SIZE. OUTSIDE GROUND SURFACE, SLOPE CONCRETE 1/2" PER FT. LOCATE DRAINS 0 �, 4.5', DESIGN DATA 15'-0" CENTER TO CENTER OR AS 4' MIN WHEEL STOP FC = 1200 PSI DIRECTED BY THE ENGINEER. 8 (SEE DETAIL F'C = 4000 PSI D ON THIS EARTH = 120 PCF l d SHEET) AND EQUIVALENT FLUID PRESSURE=36 PSF TYPICAL DRAINAGE +> I PER FOOT OF HEIGHT WHEN H IS GREATER THAN 4'-0" WALLS SHOWN FOR 1-1/2:1 UNLIMITED 1.5' (TYP.) SOLID WHITE INTERNATIONAL SLOPING SUCHARGE ARE DESIGNED IN SYMBOL OF ACCESSIBILITY TO ACCORDANCE WITH RANKINE'S FORMULA 1/2" EXPANSION JOINT, FILL WITH PREMOLDED a BE 36" HIGH x 36" WIDE ON A FOR UNLIMITED SLOPING SURCHARGE WITH EXPANSION JOINT FILLER. LOCATE JOINTS AT BLUE BACKGROUND PER 2011 ACCESSIBLE PARKING SYMBOL m = 42'. APPROX. 30'-0" CENTERS OR AS DIRECTED BY PARKING LOT STRIPING CALDAG, FIGURE 20. LOCATE AT EDGE OF NOTE: MAXIMUM TOE PRESSURE UNDER THE ENGINEER. () SEE DETAIL G o, PARKING SPACE UNLESS WALL FOOTING = 1-1/2 TONS/SQ. FT. — ACCOMPANIED BY "VAN" SPECIAL DESIGN REQUIRED WHERE 2% MAXIMUM SLOPE, LETTERING FOOTING MATERIAL IS INCAPABLE OF ANY DIRECTION SUPPORTING THIS PRESSURE. G== _= IN THIS AREA EXCAVATION AND BACKFILL 1/2" WATER STOP, USE ONLY ❑ FL + 0.13' FL + 0.13' 6' UNLESS NOTED COMPACTION OF BACKFILL MATERIAL CHAMFER WHEN WATERTIGHT JOINT IS (UNLESS NOTED 520-C-2500 ( BY JETTING OR PONDING WITH WATER REQUIRED, SEE WATER 5' OTHERWISE) CONCRETE OTHERWISE) WILL NOT BE PERMITTED. STOP DETAIL. PER HANDICAP SYMBOL 12 g SLOPE 8 FOR VAN FL (PER SLOPE EACH LAYER OF BACKFILL SHALL BE SECTION A -A SYMBOL OF (SEE PLANS) PER PLAN PLAN) PER PLAN MOISTENED AS DIRECTED BY THE ENGINEER AND THOROUGHLY TAMPED, ACCESSIBILITY AC PAVING A. ROLLED OR OTHERWISE COMPACTED 8" UNTIL THE RELATIVE COMPACTION IS 4" WHITE Ao NOT LESS THAN 90 PERCENT. EMBEDMENT 2-3/8" MIN OR BLUE OQ �y CRUSHED NO BACKFILL MATERIAL SHALL BE LINES w G/TF � AGGREGATE 3' DEPOSITED AGAINST CONCRETE EQUALLY � F m BASE RETAINING WALLS UNTIL THE SPACED ® m NO PARKING CONCRETE HAS DEVELOPED A 3' MAX. NOTE: 2" DEEP WEAKENED PLANE JOINTS AT 15' STRENGTH OF 2,500 PSI IN COMPRESSION AS DETERMINED BY INTERVALS. EXPANSION JOINTS AT 45' INTERVALS. TEST CYLINDERS, OR UNTIL DAYS 3/8" DIA. 3/8" SPLIT PERMITTED O RIBBON GUTTER DETAIL AFTER WALL HAS BEEN PLACED. 12" HIG 4" BLUE WHITE NOT TO SCALE RUBBER WATERSTOP USE ONLY WHEN WATERTIGHT O HANDICAPPED PARKING STALL JOINT IS REQUIRED. NOT TO SCALE O GRAVITY RETAINING WALL NOT TO SCALE O PRE -CAST CONC. WHEEL STOP NOT TO SCALE 1.0' CURB OR CURB AND GUTTER PE PLAN PROPOSED - ASPHALT I' WALKOFF CURB 6" CURB CURB ISLAND r PLAN 1. 4 BAR NT.-GREASE EXP. JOINT — j" R (TYP) SECTION A -A NOTE: EXP. JOINTS TYP. 112" WIDE JT MAT'L. @ 20'-0" O.C. MAX.. SCORE MARKS ® 5'-0" O.C. TYP. O WALKOFF CURB NOT TO SCALE 3" CLR 4" PCC SUBGRADE PREP PER PLAN 5/8" DIA. DRILLED HOLES, FILL TOP WITH SEALANT. 18" MIN. #4 REBAR FLUSH WITH TOP OF WHEEL STOP ASPHALT CONCRETE Klomley)))Horn 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM THIS PLAN FOR iNG DIMENSION CENTER LINE CENTER AISLE OF PARKING CONC. CURB 01 WHEEL STOP k OCCURS 4" WIDE WHITE TRAFFIC PAINT STRIPING NOTES: rAKKINU JIALL UINILNJIUNJ 1. PROVIDE 2 COATS OF PAINT OVER NON -SEALED ASPHALT PAVING AND 1 COAT OF PAINT OVER SLURRY SEALED ASPHALT. 2. VERIFY STRIPING REQUIREMENTS W/ CITY, & PROVIDE ACCORDINGLY 3. PROVIDE 4" WIDE STRIPPING AT ALL TRUCK STALLS O PARKING LOT STRIPES NOT TO SCALE KHA PROJECT L F c C C L C L 195065000 Don't Di Until You Call U.S.A. Toll Free APPROVED BY: DATE 1-800-227-2600 12/20/2017 _12kFp for the location H I CITY OF LA QUINTA of burled f n SCALE AS SHOWN utility lines. A Don't disrupt �1 't/lip/j� [[V»wRRT�//w■. 111w�L DESIGNED BY BN vital services. TWO WORKING DAYS BEFORE YOU DIG BRY MCKfW INNEY, P.E. DATE INTERIM CITY ENGINEER R.C.E. NO. 49418 EXP 9-30-18 DRAWN BY JLM CHECKED BY MJK 12" X 24 REFLECTORIZED SIGN, WHEEL CHAIR SHALL BE WHITE ON BLUE BACKGROUND WITH "MINIMUM FINE $250" VAN ACCESSIBLE SIGN WITH WHITE BEADED TEXT OR EQUAL ON BLUE BACKGROUND. WHERE OCCURS. TWO PIECE BREAKAWAY TELESPAR TUBING. FINSH GRADE / PAVEMENT CONCRETE FOOTING c c 1,-ri" I OR R99C (CA) o =GEND - WHITE (RETROREFLECTIVE) - BLUE (RETROREFLECTIVE) COLOR: BORDER & LEGEND - WHITE (RETROREFLECTIVE) BACKGROUND - BLUE (RETROREFLECTIVE) O ACCESSIBLE SIGNS NOT TO SCALE �ookOFESS/ONE ykQ �PFY � k c� . EINa.. 0/11 / �- UY� Q OF CAL\EpQ�\ U/2017 CITY OF LA QUINTA, CALIFORNIA EL POLLO LOCO LA QUINTA GRADING AND DRAINAGE PLANS PM 36791 DETAILS K" kuA) SHEET NUMBER 3 OF 8 No. REVISIONS DATE m Kimley)))Horn 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 PHONE: 619-234-9411 WWW.KIMLEY—HORN.COM KHA PROJECT 195065000 DATE 12/20/2017 SCALE AS SHOWN DESIGNED BY BN DRAWN BY JLM Don't Dig ... Until You Call U.S.A. Toll Free 1_800_227_2600 IED for the location of buried utility lines. A Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: CITY OF LA QUINTA &ttln6 �f ' �_ 11/,W��T I (V* BR�NEY, P.E. DATE INTERIM CITY ENGINEER R.C.E. NO. 49418 EXP 9-30-18 DEMOLITION NOTES O REMOVE EXIST 6" CONCRETE CURB O3 REMOVE EXIST ROAD HEADER O4 REMOVE EXIST RISER O5 RELOCATE EXIST INLET O PROTECT IN PLACE EXIST 6" GATE VALVE 7O SAWCUT EXIST PAVEMENT O REMOVE EXIST 8" HOPE STORM DRAIN 10 REMOVE PORTION OF DECORATIVE CONCRETE PAVEMENT 11 PROTECT IN PLACE EXIST 8" HDPE STORM DRAIN 12 PROTECT IN PLACE EXIST STORM DRAIN RETENTION STRUCTURE 14 PROTECT IN PLACE EXIST CURB 15 PROTECT IN PLACE EXIST PAVEMENT 16 PROTECT IN PLACE EXIST DECORATIVE CONCRETE PAVEMENT 17 PROTECT IN PLACE EXIST STREET LIGHTS 18 PROTECT IN PLACE EXIST 6" PVC PRIVATE SEWER 19 PROTECT IN PLACE EXIST 6" DIP FIRE 20 PROTECT IN PLACE EXIST 12" HDPE STORM DRAIN 21 PROTECT IN PLACE EXIST 2" PVC WATER 22 PROTECT IN PLACE EXIST BACKFLOW PREVENTER 23 PROTECT IN PLACE EXIST WATER METER 24 PROTECT IN PLACE EXIST STORM DRY WELL 25 PROTECT IN PLACE EXIST SEWER CELAN OUT 26 PROTECT IN PLACE EXIST 6" HDPE STORM 27 PROTECT IN PLACE EXIST 6" DOUBLE CHECK BACKFLOW PREVENTER 28 PROTECT IN PLACE EXIST GRATE INLET DEMOLITION LEGEND 0 REMOVE AC PAVEMENT EXIST CONCRETE TO REMAIN EXIST DECORATIVE CONIC TO REMAIN REMOVE DECORATIVE CONC PAVEMENT QROFESS/pN9l CITY OF LA QUINTA, CALIFORNIA EL POLLO LOCO LA QUINTA z< GRADING AND DRAINAGE PLANS No. OV� 0/19 * PM 36791 pF�A`,Fp DEMOLITION PLAN Is GRAPHIC SCALE IN FEET 0 5 10 20 SHEET NUMBER 4 OF s N o. REVISIONS DATE I BY CHECKED BY MJK NSTRUCTION NOTE O CONSTRUCT 6" CONCRETE CURB PER C.L.Q. STD. DWG 210 N o. REVISIONS DATE I BY Kimley»>Horn 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 PHONE: 619-234-9411 WWW.KIMLEY-HORN.COM KHA PROJECT 195065000 DATE 12/20/2017 SCALE AS SHOWN DESIGNED BY BIN DRAWN BY JLM CHECKED BY MJK Don't Dig ... Until You Call U.S.A. Toll Free 1-800-227-2600 for the location of buried utility lines. A Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: CITY OF LA QUINTA Lm *01 is/J4/!7 BIqYAA McKINNEY, P.E. DATE INTERIM CITY ENGINEER R.C.E. NO. 49418 EXP 9-30-18 0 5 10 20 LICENSED PROFESSIONAL �oQROFESS/O,y9l hie EY K,� Fy No. * 9 0/19 IVIL �fgTF aFDCAL0���\� STRUCT 6" CONCRETE CURB AND GUTTER PER C.L.Q. DWG 201 STRUCT GUTTER PER DETAIL C, SHEET 3 ALL HANDICAP ACCESSIBLE STALL PER DETAIL B, -T 3 ALL HANDICAP ACCESSIBLE SIGN PER DETAIL E. SHEET ALL PARKING LOT STRIPING PER DETAIL G, SHEET 3 T "STOP" PAVEMENT MARKING PER CALTRANS STD. J A24D T ARROW PAVEMENT MARKING PER ARCHITECTURAL 'IS -EN WALL PER ARCHITECTURAL PLANS (PER SEPARATE J & BUILDING PERMIT) ALL TYPE A GRAVITY RETAINING WALL PER DETAIL A, -T 3 (PER SEPARATE PLAN & BUILDING PERMIT) STRUCT CURB RAMP CASE-E PER C.L.Q. STD DWG. 250 STRUCT CURB RAMP CASE-8 PER C.L.Q. STD DWG. 250 ALL PRECAST WHEEL STOP PER DETAIL D, SHEET 3 ALL DECORATIVE CONCRETE PAVEMENT ALL 6" CURB WITH WALKOFF CURB ISLAND PER DETAIL -EET 3 1N AIR VEHICLE & CHARGING PARKING SPACES PER dITECTURAL PLANS RACK PER ARCHITECTURAL PLANS TRASH ENCLOSURE PER ARCHITECTURAL PLANS (PER kRATE PLAN & BUILDING PERMIT) CURB LINE TABLE L ME BEARING LENGTH REMARKS L38 S86'08'23.00"E 5.47 6" CURB L39 S41'08'23.00"E 5.13 6" CURB L40 S4851'37.00"W 15.00 6" CURB L41 S41'08'23.00"E 0.46 6" CURB L42 N4851'38.94"E 15.82 6" CURB L43 N4851'36.57"E 5.50 0" CURB L44 S41'08'28.45"E 5.96 TRANS L45 S41'0823.00"E 6,00 TRANS L46 N48'51'37.09"E 26.80 6" CURB L47 N41'08'23.43"W 71.64 6" CURB L48 S4851'37.00"W 27.13 6" CURB L49 N41'0823.00"W 6.00 TRANS L50 N41'0823.00"W 6.00 TRANS L51 N4851'37.43"E 6.00 0" CURB L52 N41'08'23.00"W 5.71 6" CURB L53 N4851'37.00"E 8.31 6" CURB L54 N41'0823.00"W 6.95 6" CURB L55 S4851'37.00"W 7.51 6" CURB L58 N41'08'22.77"W 1.33 6" C&G L59 S41'08'22.77"E 1.10 6" C&G L60 S41'0823.00"E 6.68 TRANS L61 S41'0823.00"E 6.68 TRANS L62 N41'0823.00"W 7.00 TRANS L63 N41'08'23.00"W 7.00 TRANS L64 N41'08'23.00"W 1.67 6" CURB L65 N48'51'37.00"E 12.00 6" CURB L66 N41'08'23.00"W 6.96 6" CURB L67 S4851'37.00"W 12.81 6" CURB L68 N41'04'51.11 "W 2.37 6" CURB GRAVITY RETAINING WALL DELTA OR SAG RADIUS LENGTH C14 A=22' 06' 16" 19.25' 7.43' C15 A=25' 09' 08" 19.00' 8.34' L56 N 41 'O8'23" W 1.61 ' L57 S 41'08'23" E 1.42' CURB LINE TABLE LASE BEAFM LENGTH RiJ11AWS L1 S4851'37.00"W 14.98 6" CURB L2 S41'08'23.00"E 18.00 6" CURB L3 N4851'37.00"E 15.00 6" CURB L4 S41'0823.00"E 0.38 6" CURB L5 S4859'52.65"W 13.99 6" C&G L6 N48'51'33.94"E 5.50 0" CURB L7 N41'0823.00"W 5.84 TRANS L8 N41'08'23.00"W 5.84 TRANS L9 S4851'37.00"W 3.76 6" C&G L10 N41'0823.00"W 12.46 6" C&G L 11 S48'51 '37.00"W 15.00 6" C&G L12 S41'08'23.00"E 12.50 6" C&G L13 S48'51'37.00"W 15.63 6" C&G L14 S41'08'23.00"E 85.47 6" C&G L15 N48'51'37.07"E 36.52 6" C&G L16 N48'51'36.57"E 6.00 0" CURB L17 N4851'30.60"E 4.82 6" CURB L18 N4851'33.77"E 12.75 6" C&G L19 N4853'04.32"E 16.97 6" CURB L20 S41'0823.00"E 5.14 6" CURB L21 S3'51'34.86"W 5.47 6" CURB L22 S86'08'23.00"E 5.47 6" CURB L23 S41'08'26.01 "E 10.26 6" CURB L24 S351'37.00"W 5.47 6" CURB L25 S86'08'23.00"E 5.47 6" CURB L26 S41'0823.00"E 11.13 6" CURB L27 N41'0823.00"W 6.00 TRANS L28 N41'0823.00"W 5.00 0" CURB L29 S41'0821.38"E 6.00 TRANS L30 S41'0821.38"E 5.00 6" CURB L31 S41'0821.50"E 6.50 TRANS L32 N41'08'23.21 "W 6.50 TRANS L33 S41'0823.24"E 7.63 6" CURB L34 S3'503.59"W 5.47 6" CURB L35 S86'0823.00"E 5.47 6" CURB L36 S41'0823.00"E 10.26 6" CURB L37 S3'51'13.59"W 5.47 6" CURB CURB LINE TABLE DELTA OR OW RADIUS LENGTH RE mwa C1 A=81' 04' 57" 5.00' 7,08' 6" CURB C2 A=98' 56' 22" 3.00' 5.18' 6" CURB C3 A=90' 21' 35" 2.99' 4.72' 6" CURB C4 A=90' 08' 16" 4.50' 7.08' 6" CURB C5 A=90' 00' 00" 24.50' 38.48' 6" C&G C6 A=90' 00' 00" 25.00' 39.27' 6" C&G C7 A=97' 28' 55" 10.01' 17.02' 6" CURB C8 A=149' 48' 31 " 3.25' 8.50' 6" CURB C9 A=90' 00' 00" 3.00' 4.71' 6" CURB C10 A=82' 47' 21" 3.04' 4.39' 6" CURB C11 A=93' 20' 34" 19.52' 31.80' 6" CURB C12 A=90' 00' 10" 19.25' 30.24' 6" CURB C13 A=90' 00' 00" 1.00' 1.57' 6" CURB C16 A=89' 59' 57" 1.00' 1.57' 6" C&G C17 A=116' 23' 06" 1.00' 2.03' 6" C&G C18 A=90' 00' 00" 0.42' 0.65' 6" CURB C19 A=90' 00' 00" 0.42' 0.65' 6" CURB C20 A=90' 03' 32" 1.00' 1.57' 6" CURB CITY OF LA QUINTA, CALIFORNIA EL POLLO LOCO LA QUINTA GRADING AND DRAINAGE PLANS PM 36791 HORIZONTAL CONTROL PLAN SHEET NUMBER 5 OF s Ki'm I ey))) H o r n 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 PHONE: 619-234-9411 WWW.KIMLEY—HORN.COM KHA PROJECT 195065000 DATE 12/20/2017 SCALE AS SHOWN DESIGNED BY BN DRAWN BY JLM Don't Dig ... Until You Call U.S.A. Toll Free 1-800-227-2600 sDc for the location of buried utility lines. Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: CITY OF LA QUINTA Dsw *00!z 1Li16//7 BRYAtfMcKINNEY, P.E. DATE INTERIM CITY ENGINEER R.C.E. NO. 49418 EXP 9-30-18 QROFESS/ONq Z Na 2 z /19 24 \F p OFCAV�F�j STORM DRAIN NOTES ❑1 CONSTRUCT MODIFIED (DOUBLE SIDED INLET) 6"CURB OPENING CATCH BASIN (CURB INLET) PER APWA STD PLAN 300-3, L=4 ❑2 CONSTRUCT TYPE "GO" INLET PER CALTRANS RSP D72E CONNECT TO EXIST 8" HDPE STORM DRAIN ❑4 INSTALL 8" HDPE STORM DRAIN ❑5 11.25' 8" HDPE BEND CONSTRUCTION NOTES T INSTALL RIBBON GUTTER PER DETAIL C, SHEET 3 IFGFNn .. . ,. . PARKING AREAS, SEE DETAIL A, SHEET 2 HARDSCAPE PER LANDSCAPE PLANS CONCRETE SIDEWALK, SEE DETAIL A, SHEET 2 DECORATIVE CONCRETE PAVEMENT DRIVING AISLES, SEE DETAIL A, SHEET 2 DAYLIGHT LINE ADA ACCESSIBLE PATH OF TRAVEL HEAVY DUTY CONCRETE PAVEMENT, SEE DETAIL A, SHEET 2 STORM DRAIN DATA LBMTH DELTA OR BM MMAWS L1 24.31' S 31'30'47" E 8" HDPE L2 53.98' S 32'07'07" W 8" HDPE NOTE: ALL PIPE LENGTHS REFLECT FROM CENTER OF STRUCTURE Is GRAPHIC SCALE IN FEET 0 5 10 20 CITY OF LA QUINTA, CALIFORNIA EL POLLO LOCO LA QUINTA GRADING AND DRAINAGE PLANS PM 36791 DRAINAGE AND GRADING PLAN SHEET NUMBER 6 OF 8 No. REVISIONS DATE I BY CHECKED BY MJK No. REVISIONS DATE I BY Klomley)))Horn 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 PHONE: 619-234-9411 WWW.KIMLEY—HORN.COM KHA PROJECT 195065000 DATE 12/20/2017 SCALE AS SHOWN DESIGNED BY BN DRAWN BY JLM CHECKED BY MJK Don't Dig... Until You Call U.S.A. Toll Free 1-800-227-2600 Nsumfor the location of buried �' utility lines. A Don't disrupt vital services. TWO WORKING DAYS BEFORE YOU DIG APPROVED BY: CITY OF LA QUINTA BRY-AK MCKINNEY. P.E. DATE INTERIM CITY ENGINEER R.C.E. NO. 49418 EXP 9-30-18 SEWER DATA O U aOM BEAFM L1 5.40' S86'05'11"E L2 83.95' N48'51'37"E L3 1.46' S86'08'23"E L4 35.20' S41'08'12"E WATER DATA LENGTH DELTA OR BRQ L1 74.48' N 48'51'37" E L2 27.89' S 41'08'23" E L3 2.00' S 48'51'37" W WATER CONSTRUCTION NOTES OINSTALL 2" PVC SCH. 80 PRIVATE WATER MAIN OBUILDING POINT OF CONN. OCONNECT TO EXIST 2" WATER MAIN QINSTALL 2" HORIZONTAL BEND, ANGLE PER PLAN SANITARY SEWER CONSTRUCTION NOTES OO INSTALL 6" SDR-35 PVC PRIVATE SANITARY SEWER MAIN OO INSTALL 6" HORIZONTAL BEND, ANGLE PER PLAN QQ GREASE INTERCEPTER PER PLUMBING PLAN OO CONNECT TO EXISTING 6" SEWER MAIN OO INSTALL 6" LATERAL QQ INSTALL CLEANOUT PER CVWD STD. S-6 LEGEND S- W- O —S EX. WATER EX. SEWER EX. FIRE EX. SEWER MANHOLE EX, LIGHT POLE EX. FIRE HYDRANT PROPOSED SANITARY SEWER PIPE PROPOSED DOMESTIC WATER PIPE PROPOSED SEWER CLEANOUT POINT OF CONNECTION WITHIN 5' OF BUILDING GRAPHIC SCALE IN FEET 0 5 10 20 CITY OF LA QUINTA, CALIFORNIA EL POLLO LOCO LA QUINTA GRADING AND DRAINAGE PLANS PM 36791 WATER AND SEWER PLAN SHEET NUMBER 7 OF s JIIVIVIV Ur[i v � Z. TIRE WASH "» THICK MINI RACK PER DETAIL 3 3" TO 9" ROCK HEREON FILTER FABRIC TO BE USED BENEATH THE ROCK STABILIZED CONSTRUCTION ENTRANCE SCALE: N.T.S. No. REVISIONS STAGGERED (APPROX. 30" X 15" EA.) 2 BAGS HIGH GRAVEL BAG BARRIER n SCALE: N.T.S. F'/>STEEL PLATE WITH UNDULATIONS TO 24MIN REMOVE SEDIMENT FROM TIRES 6' It DATE I BY TIRE WASH RACK n J SCALE: N.T.S. Kimley>>>Horn 401 B STREET, SUITE 600, SAN DIEGO, CA 92101 PHONE: 619-234-9411 WWW.KIMLEY—HORN.COM KHA PROJECT 195065000 DATE 12/20/2017 SCALE AS SHOWN DESIGNED BY BN DRAWN BY JLM CHECKED BY MJK ROW OF GRAVEL BAGS (18" MINIMUM WIDTH) & 18" MINIMUM HEIGHT a DROP INLET W/ GRATE DROP INLET W/ GRATE -4" PVC PIPE FOR DRAINAGE GRAVEL FILLED SANDBAGS ARE TIGHTLY STACK WOVEN FABRIC GRAVEL BAG FILLED WITH GRAVEL —4" PVC PIPE FOR DRAINAGE PONDING HEIGHT FRONT VIEW BACK OF SIDEWALK --- A URB INLET 1 ('-SPILLWAY� rSIDEWALK CURB INLET SEDIMENT BARRIER SECTION A —A OF CURB :W NOTES: NOTES: 1. GRAVEL BAG MATERIAL: POLYPROPYLENE, POLYETHYLENE OR POLYMIDE WOVEN 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET FABRIC, MINIMUM UNIT WEIGHT 4 OUNCES PER SQUARE YARD, MULLEN BURST SEGMENTS, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE STRENGTH EXCEEDING 300 PSI AND ULTRAVIOLET STABILITY EXCEEDING 70%. FROM RUNOFF. 2. GRAVEL BAG SHALL BE FILLED WITH 3/4" ROCK OR 1/4" PEA GRAVEL. 2. SANDBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED 3. PLACE SEVERAL LAYERS OF GRAVEL BAGS (12" MINIMUM HIGH) OVERLAPPING THE BAGS WITH GRAVEL, LAYERED AND PACKED TIGHTLY. AND PACKING THEM TIGHTLY TOGETHER. 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR 4. LEAVE GAP OF ONE BAG ON THE TOP ROW TO SERVE AS A SPILLWAY. OVERFLOW. 5. PLACE WIRE MESH OVER AND 1' (MINIMUM) BEYOND THE INLET STRUCTURE. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. 6. PLACE FILTER FABRIC OVER WIRE MESH. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY 7. PLACE 3/4" TO 3" GRAVEL OVER THE FILTER FABRIC/WIRE MESH (12" MINIMUM DEPTH IMMEDIATELY. OVER THE ENTIRE INLET OPENING). EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR - WOOD POST STEEL OR WOOD POST 36" HIGH MAX. GRAVEL BAG INLET PROTECTION SCALE: N.T.S. --ELM 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE FILTER FABRIC ATTACHED SECURELY TO UPSTREAM SIDE OF POST Z.. 4 X6" TRENCHC U WITH COMPACTED BAKFILL STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL SILT FENCE n SCALE: N.T.S. Don't Dig... Until You Call U.S.A. Toll Free 1-800-227-2600 for the location of buried ct utility lines. Don't disrupt vital services. 1 TWO WORKING DAYS BEFORE YOU DIG ITEM QUANTITY UNIT SILT FENCE 387 LF FIBER ROLLS 194 LF SAND BAGS/CHECK DAMS 8 EA BLADED SWALE 155 LF STABILIZED ENTRANCE 1 LS CONCRETE WASHOUT FACILITY 1 LS *NOTE: THESE VALUES ARE FOR ESTIMATION PURPOSES ONLY. LEGEND: BLADED SWALE PROPERTY LINE SILT FENCE SF DIRECTION OF FLOW FIBER ROLL GRAVEL BAG CHECK DAM PER DETAIL 2 CONSTRUCTION ENTRANCE MATERIAL STORAGE AND DELIVERY (}" GRAVEL TO BE MAINTAINED) DONTRACTOR TO USE TEMPORARY IRRIGATION AS VECESSARY TO ESTABLISH HYDROSEED CONTRACTOR RESPONSIBLE FOR TRAFFIC CONTROL 4ND PEDESTRIAN CONTROL WHILE PERFORMING NORK IN THE PUBLIC RIGHT—OF—WAY. SITE PREPARATION SHOULD BE IN ACCORDANCE WITH GEOTECHNICAL INVESTIGATION CONTRACTOR TO USE BEST MANAGEMENT PRACTICES TO ENSURE COMPLIANCE WITH NPDES AND WATER MANAGEMENT DISTRICT REGULATIONS FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND DEWATERING OPERATIONS. Is GRAPHIC SCALE IN FEET 0 10 20 40 APPROVED BY: CITY OF LA QUINTA - - --- --- - CITY OF LA QUINTA, CALIFORNIA OQROFESS/ Nq EL POLLO LOCO LA QUINTA GRADING AND DRAINAGE PLANS BRY McKINNEY, P.E. DATE * 7�19 * PM 36791 `IW` EROSION CONTROL PLAN INTERIM CITY ENGINEER lF OF CAL�F��� R.C.E. NO. 49418 EXP 9-30-18 SHEET NUMBER 8 OF 8