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PG2020-00141. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS REPORT, NO.3-220-0044, DATED: FEBRUARY 7, 2020, PREPARED BY. SALEM ENGINEERING GROUP, INC. 8711 MONROE COURT, SUITE A RANCHO CUCAMONGA, CA 91730, SALEM P: (909) 980-6455 R. (909) 980-6435 Cnyirieeiirr[; yivu�, iri::, CLARENCE JIANG R.0 8/6/2020 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING AND CONSTRUCTION TO ENSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO A MINIMUM OF 6 ON THE ENTIRE SITE OR AS RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE DENSITY PER A.S.T.M. SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. THE MINIMUM SLOPE OF SWALES SHALL BE 0.50. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY (90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3 A.C. OVER 4.5 CRUSHED A.B. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF R VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOILS ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING, AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, COMMUNICATIONS, GAS, AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOILS ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. 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. BTOFwI DF001 NOTES 1. REINFORCED CONCRETE PIPE (RCP) SHALL CONFORM TO APPLICABLE ASTM AND CALTRANS HIGHWAY DESIGN MANUAL STANDARDS AND SHALL BE UTILIZED WITHIN THE CITY ROW. RCP SHALL BE SEALED WITH NON -SHRINK GROUT THROUGHOUT THE INSIDE CIRCUMFERENCE AND AT THE TOP )i EXTERIOR CIRCUMFERENCE. 2. STORM DRAIN MANHOLE RINGS AND COVERS SHALL BE "ALHAMBRA FOUNDRY A-1497° OR EQUIVALENT PER ASTM A-48, CLASS 35B IRON, DIPPED TWICE IN ASPHALT OR COAL TAR OIL (AC INSTALLATIONS), GALVANIZED LIDS do RINGS (CONCRETE INSTALLATIONS), HAVE 30" MINIMUM CLEAR OPENING, AND BE STAMPED `SD" ON COVER. 3, ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE LOCATION AND FREQUENCY REQUESTED BY THE CITYS INSPECTOR OR AS DETERMINED BY THE SOILS ENGINEER. 4. STORM DRAIN FACILITIES SHALL BE CLEAN OF ALL DEBRIS PRIOR TO CITY ACCEPTANCE. 5. THE CONTRACTOR IS RESPONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS. 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. 0*74m so" ENC EER CVP - THE FIFTH, LLC SALEM ENGINEERING GROUP, INC. 3519 NE 15TH AVE, 8711 MONROE COURT, SUITE A SUITE 251 RANCHO CUCAMONGA, CA 91730 PORTLAND, OR 97212 (909) 980-6455 BAW OF 6EAFi'MVC11 THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTER LINE OF JEFFERSON STREET BEING NORTH 00'20'08" WEST AS SHOWN ON PARCEL MAP NO. 36241, FILED IN BOOK 235, PAGES 1 THROUGH 7, INCLUSIVE OF PARCEL MAPS. A FIELD SURVEY PLAN PERFORMED BY RICHTIG INC. 2/06/20 AND GRADING, WATER AND SEWER PLANS FOR THE JEFFERSON SQUARED BY DRC AND APPROVED BY THE CITY & CVWD (SDP 2007-898, CITY PLAN SET 08104) Underground Service Alert California Call: TOLL FREE 1-800 u 227-2600 TWO WORKING DAYS BEFORE YOU DIG PRECISE GRADING PLANS FOR DUTCH BROS. COFFEE SWC OF JEFFERSON STREET AND FRED WAKING DRIVE LA QUINTA, CA 901M& UO". WME MW WHIM. WMS 1. THE PROJECT SHALL COMPLY WITH CITY ADOPTED INTERIM EROSION CONTROL MEASURES. 2. THE PROJECT SHALL COMPLY WITH ANY APPLICABLE RECOMMENDATIONS OF QUALIFIED SOILS ENGINEER TO MINIMIZE SOIL STABILITY PROBLEMS. 3. THE PROJECT SHALL COMPLY WITH ALL EXISTING STATE WATER QUALITY CONTROL BOARD AND CITY STORMWATER REGULATIONS, INCLUDING COMPLIANCE WITH NPDES REQUIREMENTS RELATED TO CONSTRUCTION AND OPERATION MEASURES TO PREVENT EROSION, SILTATION, TRANSPORT OF URBAN POLLUTANTS, AND FLOODING. 4. THE PROJECT CONTRACTOR SHALL PLACE ALL STATIONARY CONSTRUCTION EQUIPMENT SO THAT EMITTED NOISE DIRECTED AWAY FROM SENSITIVE RECEPTORS NEAREST THE PROJECT SITE. 5. THE PROJECT CONTRACTOR SHALL LOCATE EQUIPMENT STAGING IN AREAS THAT WILL CREATE THE GREATEST DISTANCE BETWEEN CONSTRUCTION RELATED NOISE SOURCES AND NOISE SENSITIVE RECEPTORS NEAREST THE PROJECT SITE DURING ALL PROJECT CONSTRUCTION. 6. TO REDUCE CONSTRUCTION RELATED PARTICULATE MATTER AIR QUALITY IMPACTS OF THE PROJECT, THE FOLLOWING MEASURES SHALL BE REQUIRED. a. THE GENERATION OF DUST SHALL BE CONTROLLED AS REQUIRED BY THE AQMD; b. TRUCKS HAULING SOIL, DIRT OR OTHER EMISSIVE MATERIALS SHALL HAVE THEIR LOAD COVERED WITH TARP OR OTHER PROTECTIVE COVER AS DETERMINED BY THE CITY ENGINEER. c. THE PROJECT CONTRACTOR SHALL EQUIP ALL CONSTRUCTION EQUIPMENT, FIXED OR MOBILE, WITH PROPERLY OPERATING AND MAINTAINED MUFFLERS CONSISTENT WITH MANUFACTURER'S STANDARDS; d. SWEEP STREETS AND DRIVEWAYS AT END OF THE DAY IF VISIBLE SOIL MATERIAL IS CARRIED ONTO ADJACENT PAVED PUBLIC AND PRIVATE ROADS AND DRIVEWAYS; e. WASH OFF TRUCKS AND OTHER EQUIPMENT LEAVING THE SITE; f. KEEP DISTURBED/LOOSE SOIL MOIST AT ALL TIMES; g. SUSPEND ALL GRADING ACTIVITIES WHEN WIND SPEED EXCEED 25 MILES PER HOUR; AND h. ENFORCE A 15 MILE PER HOUR SPEED LIMIT ON UNPAVED PORTION OF THE CONSTRUCTION SITE. 7. TO REDUCE DIESEL EMISSION ASSOCIATED WITH CONSTRUCTION, PROJECT CONTRACTOR SHALL PROVIDE TEMPORARY ELECTRICITY TO THE SITE TO ELIMINATE THE NEED FOR DIESEL -POWER ELECTRIC GENERATORS, OR PROVIDE EVIDENCE THAT ELECTRICAL HOOK UPS AT CONSTRUCTION SITES ARE NOT COST EFFECTIVE OR FEASIBLE. t =► =i s •. 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 IST 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, ORE 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 EUMINA11ON 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 (SWPPP); AND C) HAVE A MONITORING PLAN FOR THE SITE. THE NPDES IS A NATIONAL PROGRAM TO CONTROL NDN -POINT SOURCE POLLUTANTS CARRIED BY STORM WATER. THE PROGRAM IS IMPLEMENTED AND ENFORCED BY THE SWRCB. OW ZONE SUBJECT PROPERTY LIES WITHIN ZONE X, AREA OF MINIMAL FLOOD HAZARD, PER FIRM 06065C2232G, DATED AUGUST 28, 2008 PER WWW.FEMA.GOV. :- ■. ::i i1•] ■::T_1 SHEET 1 & 2 - TITLE SHEET SHEET 3 - PRECISE GRADING PLAN SHEET 4 - STORM DRAIN PLAN SHEET 5 - UTILITY PLAN SHEET 6 - EROSION CONTROL PLAN SHEET 7 - EROSION CONTROL DETAILS SHEET 8 - DEMOLITION PLAN SHEET 9 - HORIZONTAL CONTROL PLAN SHEET 10 TO 12 - DETAILS SHEET EAaTHWOW 01 ANTmw ftW MATEFiAL OILY) CUT = 143 CY. FILL = 25 CY. (NOT INCLUDING OVER -EX AND RECOMPACTION) TOTAL EXPORT = 118 CY. TOTAL IMPORT = 0 CY EARTHWORK QUANTITIES ARE ROUGHLY ESTIMATED FOR PLAN CHECKING AND FEES PURPOSES ONLY, AND SHOULD NOT BE USED FOR BIDDING CONTRACT AND FINAL PAY. CONTRACTOR MUST PROVIDE HIS OWN ESTIMATES FOR CONTRACT AND CONSTRUCT10N PURPOSES. THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING COUNTY OF RIVERSIDE BENCHMARK: BM NO.: PD -2-1 ELEV.: 48.124 DATUM: NAVD 88 DESCRIPTION: 1 1/4" IRON PIPE W/ COUNTY TAG IN WELL LOCATION: 1.0 MILE WEST ALONG MILES AVENUE FROM THE INTERSECTION OF MILES AVENUE AND MADISON STREET TO THE INTERSECTION OF MILES AVENUE AND JEFFERSON STREET 55.0 FEET SOUTHEASTERLY FROM A NAIL AND TTN ON THE EAST SIDE OF POWER POLE #9053552-D. 50 FEET EASTERLY FROM A RAILROAD SPIKE, BOTH ON MILES AVENUE. PARCEL 4 OF PARCEL MAP NO. 36241, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, FILED IN BOOK 235, PAGES 1 THROUGH 7 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. (ss) W S 1% 8.50 FS ACCESSIBLE PATH OF TRAVEL PROPERTY LINE RIGHT OF WAY LIMIT OF WORK EXISTING LOT LINES CENTERLINE CURB AND GUTTER EXISTING WATER LINE EXISTING STORM DRAIN EXISTING SEWER EXISTING SEWER PROPOSED STORM DRAIN PROPOSED WATER LINE PROPOSED SEWER LINE EXISTING SCREEN WALL PROPOSED RATE OF GRADE PROPOSED ELEVATIONS EXISTING ELEVA11ONS EXISTING FIRE HYDRANT PROPOSED RIDGE LINE PROPOSED STORM DRAIN GRATE INLET TRENCHING/BACKFILL PARKING LOT LIGHT ROAD SIGN WATER VALVE End;, = 'ALrp L•li t. A,J OIRTEGA DATE BUILDING OFFICIAL CITY OF LA QUINTA AC. - ACRES ADA - AMERICAN DISABILITY ACT A.P.N. - ASSESSOR'S PARCEL NUMBER ARCH - ARCHITECURAL ASPH - ASPHALT BLDG - BUILDING BW - BACK OF WALK BP - BOTTOM OF PIPE BOT - BOTTOM OF SLOPE CB - CATCH BASIN C&G - CURB AND GUTTER CML&C - CEMENT -MORTAR LINED & PROPERTY LINE COATED STEEL PIPE CL - CENTERLINE CF - CURB FACE, CUBIC FEET (BASIN) CO - SEWER CLEANOUT DDC - DOUBLE DETECTOR CHECK DI - DRAINAGE INLET DIA - DIAMETER EA - EACH EG - EDGE OF GUTTER EBA - EMPLOYEE BREAK AREA EDF - EXTRA DEPTH FOOTING EX./EXIST. - EXISTING FDC - FIRE DEPARTMENT CONNECTION FF - FINISHED FLOOR FG - FINISHED GROUND FS - FINISHED SURFACE FH - FIRE HYDRANT FW - FIRE WATER FL - FLOWL.INE GB - GRADE BREAK HP - HIGH POINT H.C. - HORIZONTAL CONTROL HDPE - HIGH DENSITY POLYETHYLENE CHERI FLORES PLANNING MANAGER CITY OF LA QUINTA `Zh1__1 /z 0 DATE IE,INV - AVENUE 42 LF - AVENUE 42 z LANDSCAPE AREA MANUF - MANUFACTURER MIN - MINIMUM MAX - �r ` MH - MANHOLE P.O.T. - F z POINT OF VERTICAL INTERSECTION PIV - POST INDICATOR VALVE PP - POWER POLE R - PROPERTY LINE V) PROPOSED PB - PULLBOX 3 FRED WARING DRIVE RW - RECYCLED WATER R - v R/W - BETE � RD - ROOF DRAIN SF - MILES AVE w SD - N SDMH - o (n m SS - SANITARY SEWER z SEWER TC - TOP OF CURB N o TI - oz w TP - z Na o W TYPICAL I■ VERTICAL CURVE WA - HWT 111 IE,INV - INVERT ELEVATION LF - LINEAR FOOT LS,LA - LANDSCAPE AREA MANUF - MANUFACTURER MIN - MINIMUM MAX - MAXIMUM MH - MANHOLE P.O.T. - PATH OF TRAVEL PVI - POINT OF VERTICAL INTERSECTION PIV - POST INDICATOR VALVE PP - POWER POLE R - PROPERTY LINE PROP. - PROPOSED PB - PULLBOX PBX - PRIVATE BRANCH EXCHANGE RW - RECYCLED WATER R - RIDGE R/W - RIGHT OF WAY RD - ROOF DRAIN SF - SQUARE FEET SD - STORM DRAIN SDMH - STORM DRAIN MANHOLE SS - SANITARY SEWER SW - SEWER TC - TOP OF CURB TG - TOP OF GRATE TI - TITANIUM TP - TOP OF PIPE TOP - TOP OF SLOPE TYP. - TYPICAL VC - VERTICAL CURVE WA - WATER WSFU - WATER SUPPLY FIXTURE UNIT WM - WATER METER WV - WATER VALVE PFRNATE ENGNMR8 NOTICE TO CONTRACTORS 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DEVICS, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE, AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS, AND REGULATIONS. CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER AND THE ENGINEER OF WORK HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 2. PRIOR TO START OF CONSTRUCTION„ CONTRACTOR MUST VERIFY ALL JOINT/CROSSING LOCATIONS, ELEVATIONS AND SIZES. SUCH VERIFICATION SHALL INCLUDE, BUT NOT BE LIMITED TO, UTILITIES, CURB, GUTTER, SIDEWALK, FLOW LINES, INVERTS, PAVEMENT, STREETS AND ALL GRADE JOINTS. IF A DISCREPANCY IS FOUND, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER AND NOT PROCEED WITH ANY CONSTRUCTION UNTIL VERIFICATION AND REVISION (AS NECESSARY) IS COMPLETED BY SAID ENGINEER. 3. THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES/STRUCTURES SHOWN HEREON WERE OBTAINED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS AND ACCURACY OF SAID RECORDS. THE CONTRACTOR WILL MAKE EXPLORATORY EXCAVATION AND LOCATE EXISTING UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO PLANS IF REVISIONS ARE NECESSARY DUE TO ACTUAL LOCATION OF EXISTING FACILITIES THE CONTRACTOR MUST ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF THOSE TO BE USED AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES/STRUCTURES SHOWN OR NOT SHOWN HEREON. 4. SOILS REPORT FOR THIS PROJECT IS A PART OF THIS PLAN. THE MOST STRINGENT REQUIREMENTS BY SOILS ENGINEER OR GOVERNING AGENCIES SHALL PREVAIL 5. PRIOR TO STAT OF ANY WORK, THE CONTRACTOR MUST REVIEW THE PLANS FOR DESIGN INCONSISTENCIES AND TYPOS, AND CHECK FIELD CONDITION FOR DISCREPANCIES WITH PLANS. IF INCONSISTENCIES, TYPOS OR DISCREPANCIES ARE FOUND THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF WORK FOR VERIFICATION OR RESOLUTION BEFORE PROCEEDING WITH ANY WORK. CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE CAUSED BY INCONSISTENCY, TYPOS OR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 6. ALL EARTHWORK AND OTHER QUANTITY ESTIMATES SHOWN ON PLANS ARE ROUGHLY ESTIMATED FOR CITY PLAN CHECK FEE PURPOSES ONLY AND SHOULD NOT BE USED FOR BIDDING, CONTRACT, CONSTRUCTION, AND FINAL PAY. CONTRACTOR MUST PROVIDE OWN ESTIMATES FOR CONTRACT AND CONSTRUCTION PURPOSES. 7. CONTRACTOR MUST VERIFY BUILDING SLAB AND BASE THICKNESS WITH ARCHITECT`S PLANS AND SOILS REPORT FOR ACTUAL PAD ELEVATION PRIOR TO STARTING BUILDING PAD GRADING. Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SOM APD %91 PM MOTES 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 MARKING CHAPTER OF THE LATEST EDITION OF THE STANDARD HIGHWAY SIGNS MANUAL PUBLISHED BY FHWA. 3. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, AND CITY OF LA QUINTA STANDARD SPECIFICATIONS AND STANDARD PLANS, UNLESS OTHERWISE SPECIFIED. 4. RAISED PAVEMENT MARKERS SHALL BE INSTALLED IMMEDIATELY FOLLOWING SECOND COAT STRIPING OPERATIONS AND SHALL UTILIZE BITUMINOUS ADHESIVE. RAPID SET EPDXY ADHESIVE FOR PAVEMENT MARKERS IS PERMITTED WITH PRIOR APPROVAL FROM CITY ENGINEER. 5. TRAFFIC STRIPES AND MARKINGS SHALL BE APPLIED IN TWO COATS, WITH REFLECTORIZED MATERIAL IN BOTH COATS, AND SHALL CONFORM TO SECTION 84-3, ENTITLED PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. THERE SHALL BE A MINIMUM OF 7 DAYS BETWEEN THE APPLICATION OF THE FIRST AND SECOND COATS. STRIPING SHALL BE FULLY APPLIED, INCLUDING DUAL STRIPED PARKING STALLS WITH RADIUS ENDS, LEGENDS, ETC. PRIOR TO INITIATION OF THE FIRST COAT WAITING PERIOD. 6. THERMOPLASTIC TAPE/MARKINGS SHALL NOT BE UTILIZED UNLESS APPROVED BY CITY ENGINEER. 7. WHEN STREET IS CURB -LESS OR WHEN THE CURB ALIGNMENT PROVIDES AN UNRELIABLE BASIS FOR MEASUREMENT, STRIPING CONTRACTOR SHALL USE CENTERLINE CONTROL POINTS (ON 50 FOOT CENTERS - I.E. STATIONS AND HALF STATIONS) PLACED DIRECTLY ON PAVEMENT BY A LICENSED SURVEYOR OR CIVIL ENGINEER AS A BASIS FOR STRIPING LAYOUT. 8. ALL TRAFFIC STRIPING AND PAVEMENT LEGENDS AND RAISED PAVEMENT MARKERS THAT ARE CONFLICTING AS A RESULT OF THE NEWLY INSTALLED WORK SHOWN ON THIS PLAN SHALL BE FULLY REMOVED BY GRINDING. NO ASPHALT PAINT SHALL BE UTILIZED ADJACENT TO LANE LINES FOR BLACKOUT/REMOVAL AND SLURRY SEAL SHALL BE UTILIZED FOR BLACKOUT ADJACENT TO LANE LINES. SANDBLASTING MAY BE UTILIZED WITH PRIOR AUTHORIZATION BY THE CITY ENGINEER. ALL REMOVALS TO BE PERFORMED TO THE SATISFACTION OF THE CITY ENGINEER. 9. DEBRIS FROM REMOVAL OPERATION SHALL BE CONTAINED WITHIN THE WORK AREA AND THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PROTECT PERSONS AND PROPERTY ADJACENT TO THE SANDBLASTING OPERATIONS. THE DEBRIS RESULTING FROM THE SANDBLASTING SHALL BE IMMEDIATELY REMOVED AND DISPOSED OF BY THE CONTRACTOR. DEBRIS WITHIN THE ROADWAY SHALL BE REMOVED BY MECHANICAL SWEEPING OR HIGH-POWER VACUUM. 10. SCARRED PAVEMENT SURFACE RESULTING FROM REMOVAL OPERATIONS SHALL BE SEALED WITH ASPHALT PAINT CONFORMING TO SECTION 203-8 OF THE STANDARD SPECIFICATIONS. SCARRED AREAS RESULTING FROM WORK OR GRAPHIC LEGEND REMOVAL SHALL BE FULLY COVERED WITH AN ASPHALTIC PAINTED SQUARE OR RECTANGULAR SHAPE THAT COMPLETELY OBLITERATES THE OLD LEGEND FORM. PLEASE CONTACT CITY INSPECTION STAFF PRIOR TO APPLICATION OF ASPHALT SEALANT. 11. ALL SIGNS SHALL CONFORM TO SECTION 56-2, ENTITLED "ROADSIDE SIGNS," AS SPECIFIED IN THE STATE STANDARD SPECIFICATIONS. SIGNS SHALL BE REFLECTORIZED SHEET ALUMINUM USING HIGH INTENSITY GRADE SHEETING THAT MEET THE REQUIREMENTS OF REVISION 2 TO THE 2003 MUTCD. ALL SIGNS SHALL BE MOUNTED WITH THEFT/VANDAL-PROOF FASTENERS. 12. PER GOVERNMENT CODE SECTION 4216, IF THE WORK IS IN AN AREA WHICH IS KNOWN, OR REASONABLY SHOULD BE KNOWN, TO CONTAIN SUBSURFACE INSTALLATIONS, CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 1-800-422-4133) AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO COMMENCING ANY WORK THAT PENETRATES THE EXISTING SURFACE. 13. STRIPING LAYOUT SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO APPLICATION OF PERMANENT PAINT. PLEASE CONTACT THE CITY ENGINEERING DEPARTMENT 48 HOURS PRIOR TO LAYOUT. 14. STEEL SIGN POSTS INSTALLED IN CONCRETE AREAS SHALL BE INSTALLED IN TELSPAR STEEL SLEEVES OR EQUAL TO FACILITATE REPLACEMENT. WOOD POSTS ARE NOT TO BE UTILIZED FOR PERMANENT SIGNAGE INSTALLATIONS. BREAKAWAY POSTS SHALL BE USED FOR ANY SIGNS LOCATED IN THE TRAVELED WAY OR IN THE 20 FT CLEAR ZONE OF THE ROADWAY SHOULDER. PRECIS GRADM OONSTRJC7M NOTES OlJANTnim 1&CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. NO. 210 PER DETAIL ON SHEET 10. 855 LF 2a CONSTRUCT 6" CURB GUTTER PER CITY OF LA QUINTA STD. NO. 201 PER DETAIL ON SHEET 10. 14$ LF 3�CONSTRUCT SIDEWALK, 5" PCC OVER 4" AB ( COMPACTED SUBGRADE 12" MIN) PER SOILS REPORT. 2,565 SF CONSTRUCT ASPHALT PAVEMENT, 3" AC OVER a AB ( COMPACTED SUBGRADE 12" MIN) 6,980 SF PER SOILS REPORT. &CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLAN. 1 EA. 6&CONSTRUCT ADA RAMP PER CITY OF LA QUINTA STD. NO. 250 PER DETAIL ON SHEET 10. 3 EA. &CONSTRUCT TRUNCATED DOMES PER CITY OF LA QUINTA STD. NO. 250 PER DETAIL ON SHEET 10. 6 EA. 8�TRANSITION CURB FROM 0" TO 6" PER DETAIL ON SHEET 11. 60 LF CONSTRUCT 0" CURB PER DETAIL A ON SHEET 11. 28 LF 1D CONSTRUCT 6" PCC CONCRETE PAVEMENT OVER 4" AB WITH A COMPACTED SUBGRADE 12" MIN PER 980 SF SOIL REPORT. 11 TRANSITION CURB FROM 0" TO 5" PER DETAIL E ON SHEET 11 14 LF 12 CONSTRUCT 5" CURB PER CITY OF LA QUINTA STD. NO. 210 PER DETAIL ON SHEET 10. 8 LF 13 CONSTRUCT CURB FROM 5" TO 6". 43 LF SKME AAD 8TRrMNOTES QUANTITIES 20 ACCESSIBLE PARKING STRIPING PER DETAIL ON SHEET 12. 1 EA. 21 PARKING SIGNAGE PER DETAIL ON SHEET 12. 1 EA. 22 LA QUINTA PARKING STALL STRIPING PER DETAIL ON SHEET 12. 2 EA. 23 PAINT CROSSWALK AND DIAGONAL STRIPING PER DETAIL ON SHEET 12. 41 LF 24 INSTALL WHEEL STOP PER DETAILS ON SHEET 12. 1 EA. 25 PAINT 4" WIDE 45 DEGREE STRIPE AT 3' O.C. - WHITE ON ASPHALT, YELLOW ON CONCRETE 180 LF. PER DETAILS ON SHEET 12. STORM DOM CONSTRUC.'TM NOTES OUANTITIM 30 INSTALL 8" HDPE STORM DRAIN LINE 126 LF 31 INSTALL 2" 0 CORE DRAIN LINE 2 EA 32 INSTALL 24" WIDE CURB INLET WITH 24" SQUARE STANDARD GRATE INLET PER DETAIL ON SHEET 11. 1 EA WATM MOTES QUANTmEs 50 CONNECT TO EXISTING WATER LINE 1 EA 51 INSTALL 2" WATER LINE 62 LF 52 TEE CONNECTION FOR 1" IRRIGATION LINE 1 EA 53 INSTALL 2" BACKFLOW PREVENTERS PER DETAIL ON SHEET 11. 1 EA 70 INSTALL 6" PVC SEWER LINE WITH BEDDING PER DETAIL ON SHEET 10. 30 LF 71 INSTALL 4" PVC SEWER LINE WITH BEDDING PER DETAIL ON SHEET 10. 6 LF 72 CONSTRUCT SEWER CLEAN OUT PER DETAIL ON SHEET 11. 1 EA > z z � n i% J � 7 JEFFERSON STREET � Ln W Ln FD EX. CURB & GUTTER EX, '-I-E('(CV11- R v A i 0> ff p f ff N 02854 W N U2008 W _ I_i ,,, N PRECISE GRADNIG NOTES 1&CONSTRUCT 6" CURB PER CITY OF LA QUINTA STD. NO. 210 PER DETAIL ON SHEET 10. 2&CONSTRUCT 6" CURB GUTTER PER CITY OF LA QUINTA STD. NO. 201 PER DETAIL ON SHEET 10. 3&CONSTRUCT SIDEWALK, 5" PGC OVER 4" AB ( COMPACTED SUBGRADE 12" MIN) PER SOILS REPORT. .CONSTRUCT ASPHALT PAVEMENT, 3" AC OVER 4" AB ( COMPACTED SUBGRADE 12" MIN) ��%% PER SOILS REPORT. 5&CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL PLAN. 6&CONSTRUCT ADA RAMP PER CITY OF LA QUINTA STD. NO. 250 PER DETAIL ON SHEET 10. &CONSTRUCT TRUNCATED DOMES PER CITY OF LA QUINTA STD. NO. 250 PER DETAIL ON SHEET 10. S&TRANSITION CURB FROM 0" TO 6" PER DETAIL ON SHEET 11. &CONSTRUCT O" CURB PER DETAIL A ON SHEET 11. 10 CONSTRUCT 6" PCC CONCRETE PAVEMENT OVER 4" AB WITH A COMPACTED SUBGRADE 12" MIN PER SOIL REPORT. f • - . &TRANSITION CURB FROM 0" TO 5" PER DETAIL E ON SHEET 11 . 25.79r 37.07 73 (19) -CONSTRUCT 5" CURB PER CITY OF LA QUINTA STD. NO. 210 PER DETAIL ON SHEET 10. TRANSFORMFP IL &CONSTRUCT CURB FROM 5" To s". u�v�. �IDEWALi� 32 E Q f " 12.21 � •��� � N 01.. 22 W 1 Li % I !-7 81CyVAC AIS STRFM NOTE$ (45 65 TO A. .�-������� WALL EX. 3' 5���.� N LIMIT OF 44'19 FL � �r -�� &ACCESSIBLE PARKING STRIPING PER DETAIL ON SHEET 12. WALL � WORK _ &PARKING SIGNAGE PER DETAIL ON SHEET 12. w -- - - _ y� ! X . CU G U TT F 22 LA QUINTA PARKING STALL STRIPING PER DETAIL ON SHEET 12. w 23 PAINT CROSSWALK AND DIAGONAL STRIPING PER DETAIL ON SHEET 12. �I y W W W y y �� •Y 1 r _ -- FS 5 FS �r.Y W W 4� � h 44.fi5 FL 2 44.25 _ - t V TVAS�i N 24 INSTALL WHEEL STOP PER DETAILS ON SHEET 12. i W w W 2 4 44.2 INV �'� 1 � I� - 25 PAINT 4" WIDE 45 DEGREE STRIPE AT 3' O.C. - WHITE ON ASPHALT, YELLOW ON CONCRETE 45.02 TC SCREEN WALL ��_ CD W W 44.57 FS ae � L© � M r ? PER DETAILS ON SHEET 12. 3 1.25 44.97 FS 44.65 FS CC) 45.06 TC 45.17 TC 25 44.45 1.11.1 % � 44.61 FS 44.74 FS 44.60 FS 00 i S 44.95 FS 10 FS Z CD cn • Y i 44.76 FLOl X HP _ w 45.40 FS % �j� o f ff EX ' w �K 25 '�\ N 02008 W R 3 SCREEiv � / 45.62 TC moms X z z *.78`'�A L W 45.05 FS / "QF HP ¢ 45.12 FS ' w - W 45.28 Fs 43.87 W w 0�7�$ 13 45.82 TC FS / 45.40 FS ,5� } f 13 1, 1' 45.90 TC ' i 45.00 FS 45.40 FS REDUCE SLOPE IN FRONT OF NEW TE 45.55 ii w K FS 45.05 FS 1.8� - - -- - OR R << 45.37 TC I r I� 44.96 FS 2 _ ..- 45.46 FS x,20 I 45.38 TC FS Fs 45.03 FS 44.98 Fs LIMIT OF w .,, ,_ ` Fs WORK Cry�� 1.85 w w .--f 33"1'' ' r � �G 00 N LIMIT OF w V , a �i�i , j WORK WWW'. / 1 25 R W 45.00 Fsa� / J _ � w w � - FG 4 w V ,� W PROPOSED w V , 4 1.8% DUTCH BROS I ,s D fin- cv a w w 3 t1I Q CD L -L `n C S N u 1. 862 S F I o CD W �n o L CD W W 25 3CP _ 45.59 TO T 45.50 FS I ! = z 0 CD tol I 41 45.13 FS 1 1.8.E F.F.=46.10 45.48 FS LLJ F- Q U' I -- w w W w 1. -- PAD=45.27 1 5 LIMIT OF 1 x- o a � -'--' CILw w 48 Fs I' WORK W cn Z w w w 45.85 FS 45.67 FS I CV I- w x y 45.40 FS HP On C FS 11 6 z C/-) -�Z Li wwwwwwW H FS O CF \ m z- < 45.50 FS FG � 8 3 8 w Www " RIDGE FS \� 1 5" CF z Q ry W " 6.50 0" 0` CF 45.84 TC 00 U y�y�w"I--- Q_ WARNING CURB 5.90 FG raj 9 RIDGE RIDGE 9 FS 45.34 FS - m U � 45.67 TC � w 45. FS � - z x w W Q 45.12 FS . w 1 8 oa 45.95 FS 11 7.75 � 0.8x 45.53 F5 c S 7 w � k - wot FS 6 045.53 FS c I (� a- N y w w w 45.82 TC a CD w O 45.40 FS 21 $ 12 7 23 45.4$ FS 45.32 FS � I - 0 X 44. FS W W ,5.12 FS 8 0" CF FS I U = I rO 1 3 7 9 8 24 9 7 45.47 FS 3LLJ . I w 45.73 TC 45A7 FS 45.23 F5 45.40 FS 0" CF r° 45.46 FS 45.57 FS 8 m � a 0.7% o0 0.5X Ms I i I w • , � -;� E � � � t � 20 n 45.42 FS c�i 1 ♦ E 45.14 FS 45.78 TC bt 4 45.38 FS 44.76 FS 1 7 1 45.38 FS 451N1 45.28 FS 45.00 FS ►t 45.05 FS 4�- �' 23 "' 9 i 45.24 FS 45.30 FS 45.26 UP = �- 45.12 FL f - M TO (45.31 TC) 44.55 FL 44.81 FL 44.87 7 FS 1" LIP 45.45 TC C � TTL 45.60 TC � 45.19 LIP O � :�E I-'- I f< LL U Q >e.1 . m X Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG �.. k". u3 raJ 45.07 FS rrv3.1v raf I `73.00 FL)-- c- LIMIT OF WORK N 0020'08" W �62.21)� RCONNECT TO EX. 30" HDPE EX. 18" HDP QUQ ASPHALT PAVEMENT CONCRETE PAVEMENT LANDSCAPE NOTE SITE LIGHTING PER ARCHITECTURAL PLANS AND SEPARATE BUILDING PERMIT. 10' 0' 10' 20' 40' GRAPHIC SCALE: 10=10' L C-� o�UD (Y w ON �q Ln WIN D C:3 _)4 I Y A Y 5 3 V V` 0 t JEFFERSON STREET EX. CURB & CSU I 1 � `- - EX. CONC. V GUTTER E X. EVAUL r�-- N 0620'08" _W N 0 28'5 4 W N �25.79' 37.07' �8°13 48 TRANSFORME R Lx. SIDEWALK �- 32.14, N 0 1922 W 112./- LIMIT OF f':=. ...E ..r — E X . WORK ' SCREEN WALL �., EX . 3 S_C F N SCREEN WALL� WALL - � .�...���.�......� � X r�� MITT W W X � �i W i 1, .y y W i Y �4 �,v, J• W tir L w .y 'k .L• L y f. s -. '�' " .. .' t '_" _'.Y _ �--.�, _ _ •y W ,Y � I 1 i # ,-"� .Y W WaJ�/W `�� •Y +L ,S' w e - LLJ i i W Ti •Y �[ Y W i w _____ w y W W w .L v W WI.f y •Y W `/ O Q O © fV .25 32 32 LV T �� w W W W � -� W 11 41.00INV ��" w w %O– y + .r_. / _,,.-_—u...--....-..»... f J I �li L'YJ lv� I\ O r) Q /1 1 I W y 06 W 00 U} t � � X. 3' GREEN w y W w' I R >> " �. w �7z WAL wy 43.87 FX. URB w _ I LIMIT OF WORK LINE 00 .I `r' nr N LIMIT OF w w w W J WORK m i W s= � � x a_ W . W w W I I �+ U a: w PROPOSED " w J 31 45.47 Fs UTCH BRO I I �� I �- Q o CD �_ Ln -� W 8 6 2 S F N i o �' v W °° �' a CDo V) 7 W ww w 448FI LIMIT 0F00l x = Lo oWORK U� LO LI w w a LO I — W w w y W y y w I V/ 1...1...1 7 � z LLJ VVVV''vvVJJ 11.-iT._ G ` W W w W W • rl 10° CJ �..J.-_ ' LLJ < no ] ,CL - _D V , XW y W W W W I I i U L {1 I W •y W .y .4 y W W - n V Yom• \ W I y �S W CifC) ELJ ` I �% ` r; � J � i W .v J' W +Y W W W •✓ .F W 'b I 1 I W W W W .Y .Y W W •Ir W y L] "- v (qno-n=q) �O • Qx m W �� S xi. Underground Service Alert AM California ALCall: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG J -> JONC. V UTTER � LIMIT OF WORK N 0020'08" W 162.21' R EXISl t- ,. CURB nPlal m w -X. 18" HDP - 1 STORM INSTALL 8" HDPE STORM DRAIN LINE (D—INSTALL 2" 0 CORE DRAIN LINE @_INSTALL 24" WIDE CURB INLET WITH 24" SQUARE STANDARD GRATE INLET PER DETAIL ON SHEET 11. NOTE. CONTRACTOR SHALL FIELD VERIFY TIE—IN LOCATION OF ALL UTILITIES AND SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK. 10' O' 10' 20' 40' GRAPHIC SCALE: 1"=10' EX. A x CP 0 - LL_j 3NO3 'XI 0 JEFFERSON STREET [Ex. CURB OU 1. IF[- FI ' N 0'28'54" w " " EX. CONC, V GUTTER N 0 20_08 W $_ 25-79' 377 N7 73 7 - 48 ' TRANSFORMER 'IDEVV�,, Lnx 3' 3, GREEN X 1i > > LLJ Fr i7 z WALI -7 0" 19'2 2 W 112.21 N -IMIT OF E Lk j _-A,��r_ NORK 3' HIGH EXISTIN HIGH EXISTIN SCREEN WALL E X. 3' N SCREEN WALL WALL X. r! Ld CN cr) 5 r1r) - ob n 00 Z N 0"20'08" w 43.87 (3&10 IMO_ CONNECT TO 45.97 RIM@ EX. RB 70 EXISTING SEWER 42.00 INV T OF LIMIT S 's 13,4% 71 WORK %32. IR B jw\ S 00 00 N LIMIT OF a - _j m WORK LLJccr w \ \ a_i LJjE - owe II m Ln 001 :2 . . . E _125 "� \�� (q00 '0 =s) Z -x En < m LLJ x LLJ 0& 3 'X1 Underground Service Alert California Call: TOLL FREE 1- 800 227- 2600 TWO WORKING DAYS BEFORE YOU DIG N 0°20 O8' W I' i , I � LII�L 11 I Ln ( L _ x L -Li ED z0C un => CD < CD _D CD Cn < 51 LIMIT OF Cn x Lj WORK Lj 0 cL w w U� LLJ Z < 3, 0 \ i I 1 z < Lj 0) U 100 m 0 x z o LLJ U __Lj TEE CONNECTION 0 a- 00 FOR 10 IRRIGATION LINE U 0- LLJ L.Li U X 0 CD D_-� ct� ILI L C _z/U1 "ON C. V GUTTER 0j x cc LIMIT OF wWORK 162.21 IdOH W 'X1 CD _25 �, 3 i co 00 U 0 a - LL_ > n EX. 18" HDA WAIM CON9RUCT11011 hicam @ -CONNECT TO EXISTING WATER LINE 51 � INSTALL 20 WATER LINE &TEE CONNECTION FOR 1" IRRIGATION LINE 53 INSTALL 2* BACKFLOW PREVENTERS PER DETAIL ON SHEET 11. _NS SEVMR OC M�fil NOTO BEDDING PER LD SHEET 10. 70- INSTALL 6 n & INSTALL 4* PVC SEWER LINE WITH >> DETAIL ON z z ('�kE EX. A x CP 0 - LL_j 3NO3 'XI 0 JEFFERSON STREET [Ex. CURB OU 1. IF[- FI ' N 0'28'54" w " " EX. CONC, V GUTTER N 0 20_08 W $_ 25-79' 377 N7 73 7 - 48 ' TRANSFORMER 'IDEVV�,, Lnx 3' 3, GREEN X 1i > > LLJ Fr i7 z WALI -7 0" 19'2 2 W 112.21 N -IMIT OF E Lk j _-A,��r_ NORK 3' HIGH EXISTIN HIGH EXISTIN SCREEN WALL E X. 3' N SCREEN WALL WALL X. r! Ld CN cr) 5 r1r) - ob n 00 Z N 0"20'08" w 43.87 (3&10 IMO_ CONNECT TO 45.97 RIM@ EX. RB 70 EXISTING SEWER 42.00 INV T OF LIMIT S 's 13,4% 71 WORK %32. IR B jw\ S 00 00 N LIMIT OF a - _j m WORK LLJccr w \ \ a_i LJjE - owe II m Ln 001 :2 . . . E _125 "� \�� (q00 '0 =s) Z -x En < m LLJ x LLJ 0& 3 'X1 Underground Service Alert California Call: TOLL FREE 1- 800 227- 2600 TWO WORKING DAYS BEFORE YOU DIG N 0°20 O8' W I' i , I � LII�L 11 I Ln ( L _ x L -Li ED z0C un => CD < CD _D CD Cn < 51 LIMIT OF Cn x Lj WORK Lj 0 cL w w U� LLJ Z < 3, 0 \ i I 1 z < Lj 0) U 100 m 0 x z o LLJ U __Lj TEE CONNECTION 0 a- 00 FOR 10 IRRIGATION LINE U 0- LLJ L.Li U X 0 CD D_-� ct� ILI L C _z/U1 "ON C. V GUTTER 0j x cc LIMIT OF wWORK 162.21 IdOH W 'X1 CD _25 �, 3 i co 00 U 0 a - LL_ > n EX. 18" HDA WAIM CON9RUCT11011 hicam @ -CONNECT TO EXISTING WATER LINE 51 � INSTALL 20 WATER LINE &TEE CONNECTION FOR 1" IRRIGATION LINE 53 INSTALL 2* BACKFLOW PREVENTERS PER DETAIL ON SHEET 11. _NS SEVMR OC M�fil NOTO BEDDING PER DETAIL ON SHEET 10. 70- INSTALL 6 PVC SEWER LINE WITH & INSTALL 4* PVC SEWER LINE WITH BEDDING PER DETAIL ON SHEET 10. NOTE: CONTRACTOR SHALL FIELD VERIFY TIE-IN LOCATION OF ALL UTILITIES AND SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK. �za 10, of 10, 20' 40' GRAPHIC SCALE: 1'*=10' JEFFERSON TREET Y Z Z EX. CONC, V GUTTER Ln 1�5 w ittz EX. E[' VA i N 0' 20' 08" W N 0" 28' 54" W '�-. __--. 25.79 37.07 V �3 4$,, �� � r � TRANSFORMER � EX .��..f 3 7 N 0"19)22" W 112.21 -- DEVVAL 4. ' ` v 5' Hlgi CHAIN LINK FENCE 1MTI E X . 3' SCREE VIS A L_ L FABRIC MESH ATTACHm FOR - � �r�- - DUST CONTROL _ X E X. 3 S_ C � N LIMIT OF WOR - ... X. CUR & CU TT E z� T x x x �i� x x x x x x x x x x x x x x x x x x x �-'..... Lli SCREEN WALL LLJ .� EX. TRASI lCNIJ - NC[ SUN o x x _ 1 SE - 10 - I v 00 GRAVEL v- GRAVEL BAG SE4 N 0020'0811 W X. 3 GREEN x �>> w z z WAS 4 4 .. 3.87 J' W EX. URB x x —� - s R LIMIT OF WORK I - WIND EROSION 001 Nt r4-)sE-6 GRAVEL BAGS CONTROL Cc 00 N SE -1 I 5 Y �� J m 5' HIGH CHAIN LINK FENCE NTH HIGH CHAIN LINK FENCE WITH FABRIC MESH ATTACHED FOR W W — FABRIC MESH ATTACHED FOR DUST CONTROL SE -1 CL DUST CONTRA i I _ Ll 1 PROPOSED I�0 OCS�. x W SE -6 GRAVEL BAGS vlo, 7 11 .)NOO 'XI � C T DUTCH BRAS 862 S F - CD ' .- U L&.i C7 CV xr s� CD L �n - O C O C Cv QD " Cn 000 I � I � ZI _ W �- / G- J OCS�. x W SE -6 GRAVEL BAGS vlo, 7 11 .)NOO 'XI � C T DUTCH BRAS 862 S F - CD ' ALJ c. f r xr s� GRAVEL BAG SE -6 F.F,=46.10 I PAD =45.27 � LIMIT OF WORK L1J �t I LCA 1 ; FII l I I N ! I - 00i7� xa3�pq � I ' - WOtlGOG r�pat�r-�t; 1 I 1 _ � � oovowo a nr�xi CO TEMPORARY MATERIAL STORAGE STOCKPN.NG AREA WM3 WM-3 WM-5 IMM -2 WM-4 WM-B w ��- ��♦�� �, - N 0°20'08" W y aai i� 'Z Underground Service Alert California Call: TOLL FREE RAW 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CONCRETE WASHOUT BOXSIGN �-ATER SUI'rPLY NTH HOSE GRAVEL BAG 7` � GATE �F � 5' HIGH CHAIN LINK FENCE NTHx\ SCRAPE AND WASH TIRES AND FABRIC MESH ATTACHED FOR UNDERCARRIAGE PRIOR TO DUST CONTROL CONSTRUCTION ENTRANCE/ENTENTERING ROADWAY :..29 (SEE DETAIL ON SHEET 5) f^ � U� STREET SWEEPING] LIMIT OF WORK AND VACUMMING ' 00 162.21' EX. CURB •kti, n r, r'ti t ° X. (0 W - CJ JdCH «N •Xj EX. 18" HDFr-- THE FOLLOWING BMPs AS DUTIJNED IN, BUT NOT LIMITED T0, PER "CALIFORNIA STORMWAIER BMP HANDBOOK", THE LATEST REVISED EDITION, MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY THE CITY INSPECTOR. CONTRACTOR IS REQUIRED TO HAVE COPY OF APPLICABLE BMPs ON CONSTRUCTION SITE AT ALL TIME. SE -1 INSTALL SILT FENCE PER BMP SE -1 AND DETAIL ON SHEET 5. SE -4 INSTALL VELOCITY CHECK DAM PER BMP SE -4. 5E-8 INSTALL GRAVEL BAGS, 2 ROWS HIGH PER BMP SE -6 AND DETAIL ON SHEET 5. 5E-7 STREET SWEEPING AND VACUUMING PER BMP SE -7. 5E-10 CONSTRUCT STORM DRAIN INLET PROTECTION PER BMP SE -18 AND DETAIL ON SHEET 5. TC -1 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER BMP TC -1 AND DETAIL ON SHEET 5. TC -3 INSTALL ENTRANCE/OUTLET TIRE WASH PER BMP TC -3 AND DETAIL ON SHEET 5. EC -1 CONSTRUCTION SCHEDULING PER BMP EC -1. WE -1 WIND EROSION CONTROL PER BMP WE -1. NS -1 WATER CONSERVATION PER BMP NS -1. NS -3 PAVING OPERATIONS PER BMP NS -3. NS -9 VEHICLE AND EQUIPMENT FUELING OPERATION PER BMF NS -9. NS -18 VEHICLE MAINTENANCE PER BMP NS -10. WM-1 MATERIAL DELIVERY AND STORAGE PER BMP WM-1. WM-2 MATERIAL USE PER BMP WM-2. WM-3 STOCKPILE MANAGEMENT PER BMP WM-3. WM-4 SPILL PREVENTION AND CONTROL PER BMP WM-4. WM-5 SOLID WASTE MANAGEMENT PER BMP WM-5. WM-6 HAZARDOUS WASTE MANAGEMENT PER BMP WM-6. WM-g CONCRETE WASTE MANAGEMENT PER BMP WM-S AND DETAIL ON SHEET 5. NOTE: CONTRACTOR SHALL SWPPP BEST MANAGEMENT PRACTICES: PLACE TC -1 AS NEEDED. LEGEND: GRAVEL BAGS PER CITY/COUNTY rdo ECIFICATIONS REQUIREMENTS AND PER BMP E-6 INLET PROTECTION DOUBLE ROW, 2 BAG HIGH LAYER OF GRAVEL BAGS -- #- EXISTING FLOW DIRECTION —�� PROPOSED FLOW DIRECTION 1 BAG HEIGHT (OVERLAPPED) X 5' LONG VELOCITY CHECK DAM (50' APART) NOTE: DISTURBED AREA = 8.345 ACRE86 41 LL 10' a' 10, 20' 40' GRAPHIC SCALE: 1"=10' �R E CURB - 0 URBT0 TYPICAL TYPICAL PLACE BAGS FLAT do SECTION 2 BAGS `—FILTER FABRIC ELEVATION FIRMLY IN PLACE MIN. PARKWAY CULVERT /CATCH BASIN 2"x4" WOOD POST ALT: STEEL FENCE POSTS: 6' MAX SPACING MIN. DOUBLE ROW OF GRAVELBAGS, UNLESS OTHERWISE NOTED. 2 BAGS HIGH, STAGGER 2"x2"x14 GAUGE WIRE JOINT'S, AS SHOWN. FABRIC BACKING OR NOTE: EQUIVALENT " " " GRAVEL BAGS SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC (24 X16 X6 MIN.). BAGS I N SHALL BE FILLED WITH 3/4" DRAIN ROCK OR 1/4- PEA GRAVEL PLACE 2 LAYERS OF OVERLAPPING BAGS AND PACK THEM TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN THE BAGS. LEAVE GAP OF ONE BAG IN THE MIDDLE OF THE TOP ROW TO SERVE AS A a SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN THE TOP OF CURB GRAVEL BAGSMIN (PLACED ON TYPICAL GRAVEL BAG DETAIL FILTER FABRIC) FITLER FABRIC MATERIAL _6 NOT TO SCALE LOCAL DEPRESSION LOCAL N 60" WIDE ROLLS OR USE STAPLES OR CURB INLET PROTECTION WIRE RINGS TO ATTACH x_10 NOT TO SCALE FABRIC TO WIRE BACKING. LATH AND FLAGGING ON ALL SIDES 10' MINIMUM SAND BAG TYP. 10' MINIMUM VARIES PLAN VIEW SCALE: NTS NOT TO SCALE SAND BAG TYP. Ei A J 10 MIL s PLASTIC LINING so" LATH AND SECTION A—A FLAGGING ON ALL SCALE: NTS SIDES NOTE: 1. DETAIL PER CALIFORNIA STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK. Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CORRUGATED STEEL PANELS CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" 12" MIN. UNLESS OTHERWISE ORIGINAL GRADE SPECIFIED BY A SOILS ENGINEER SECTION A — A FILTER FABRIC CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" __ .1 m i 12" MIN. UNLESS OTHERWISE ORIGINAL GRADE SPECIFIED BY A SOILS ENGINEER SECTION B — B SEDIMENT TRAPPING DEVICE SUPPLY WATER TO WASH WHEELS IF NECESSARY TCH EXISTING GRADE �o FLOW NOTE: USE SANDBAGS, FIBER SPILLWAY ROLLS, SILT DIKE AND/OR OTHER �tl APPROVED METHODS TO CHANNEL RUNOFF TO BASIN AS U DIVERSION RIDGE 71OW17,72 �a� I FLOW A ii OR FOUR (4) TIMES THE CIRCUMFERENCE OF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREATER NOTES: PLAN B j B 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. 4. WHEN ENTRANCE INSTALLED ON TOP OF EXISTING PAVING, GC SHALL GRIND, OVERLAY, AND RE -STRIPE AS NECESSARY AREA OF INSTALLATION UPON REMOVAL NOT TO SCALE 6'-0" MAX FITLER FABRIC MATERIAL 60" WIDE ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE BACKING 2"x2"x14 GAUGE WIRE FABRIC BACKING OR EQUIVALENT FILTER FABRIC SECURE TO POST WASHED GRAVEL (WHERE REQUIRED) SLOPE PROVIDE 0.75"-1.5" WASHED GRAVEL J BACKFILL IN TRENCH AND ON g" MIN. BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 2"x4" WOOD POST ALT: STEEL FENCE POSTS: 6' MAX SPACING • 10 b CV _1 TYPICAL SILT FENCE DETAIL NOT TO SCALE «t� .�AJQ� x] p -y (-.nNC;. V CSU I I LK r A 111 ° :, N p°28' 54" W N o 20 08 W _- — — — — — N ] o ' 25.79 37.07 �3��, _R --: TRANSFORMER - -- - - 3� E ° 9' 22" W 112.21 -- .... C. .__,IDE V.A L K 74 N 01 P ,� ... — — FALL --- _ EX. SIDEWALK AND E X. 3' SCREEN TRANSFORMER��' �,-- LANDSCAPE _ ,`.... LIMIT OF WORK EX. WALL �- — P EX. WALL ' A �_ 5 \21EX. CURB do ' R r 8e G U TT ^7 _ -� GUTTER w 0 P �REEN-, AC PAVEMENT )F WORK---" ' ME 00 C6 LIMIT OF � WORK L L1 r,. GrR c1q ow LC) p CD Z AC CD PAVEMENT ET c 00 LL N / I mno X / �......-EEEEEE-� . SEWER P UNE , / a� 71 �\ Ef CURB 0 C TZ7 �- EX. CURB & - -'_ . ; S %: / ^ (; j FENCE L� �y F = . f L _ J T EX. CURB & GUTTER sp� `` W 04 LO O SIO :.�.. "Now 00 p AC r4) PAVEMENT z :� N 0620'08"W 43.87 :4 :� L1MIT OF WORK 4 \ �X. URB r� R � AC PAVEMENT � w 7I r � M7 p I LIMIT OF WORK LLJ N ii S I n cr) r� 100 u IP ` AC PAVEMENT �s I = • � Q } � �� \ PC ,._� : C GUTTER PAVEMENT PAVEMENT (S00*0--) C -D HOME N o°20'08" w 162 21' CONNECT U � �O . ' EX. 30" HDPE Os d Q H tD 'xi Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG y � q < m C� �w o U - � Z z CD W LLJ O c z 04 Q w a_ CDQ 0 w w L C� z 0 Cl - CC) k � W W W 0 CD Cy- D-- W O U ),� (0 W I EX. 18" I-fDPt-. DEMOUTION © NOTES: PROTECT IN PLACE EXISTING ITEM INDICATED. -- -- E1 REMOVE AND RELOCATE EXISTING TRASH ENCLOSURE fJ7 ANN — ' — 02 REMOVE AND DISPOSE OF EXISTING CURB, CURB do GUTTER, AND/OR GUTTER. X >> LL z z w 0 P �REEN-, AC PAVEMENT )F WORK---" ' ME 00 C6 LIMIT OF � WORK L L1 r,. GrR c1q ow LC) p CD Z AC CD PAVEMENT ET c 00 LL N / I mno X / �......-EEEEEE-� . SEWER P UNE , / a� 71 �\ Ef CURB 0 C TZ7 �- EX. CURB & - -'_ . ; S %: / ^ (; j FENCE L� �y F = . f L _ J T EX. CURB & GUTTER sp� `` W 04 LO O SIO :.�.. "Now 00 p AC r4) PAVEMENT z :� N 0620'08"W 43.87 :4 :� L1MIT OF WORK 4 \ �X. URB r� R � AC PAVEMENT � w 7I r � M7 p I LIMIT OF WORK LLJ N ii S I n cr) r� 100 u IP ` AC PAVEMENT �s I = • � Q } � �� \ PC ,._� : C GUTTER PAVEMENT PAVEMENT (S00*0--) C -D HOME N o°20'08" w 162 21' CONNECT U � �O . ' EX. 30" HDPE Os d Q H tD 'xi Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG y � q < m C� �w o U - � Z z CD W LLJ O c z 04 Q w a_ CDQ 0 w w L C� z 0 Cl - CC) k � W W W 0 CD Cy- D-- W O U ),� (0 W I EX. 18" I-fDPt-. DEMOUTION © NOTES: PROTECT IN PLACE EXISTING ITEM INDICATED. -- -- E1 REMOVE AND RELOCATE EXISTING TRASH ENCLOSURE 1 EA — ' — 02 REMOVE AND DISPOSE OF EXISTING CURB, CURB do GUTTER, AND/OR GUTTER. 8 LF ® ❑3 CLEAR AND GRUB EXISTING UNDEVELOPED LOT. 14,500 SF ® REMOVE AND DISPOSE OF EXISTING ASPHALT PAVING. 800 SF 05 REMOVE AND DISPOSE OF EXISTING WALL. 97 LF © REMOVE OR RELACATE EXISTING LIGHT POLE. 1 EA ❑7 REMOVE AND DISPOSE OF EXISTING FENCE. 295 LF ❑8 2" EXISTING WATER LINE TO BE REALIGN 38 LF 10' 0' 10' 20' 40' GRAPHIC SCALE: 1"=10' R 00 00 T_ am I JEFFERSON STREET N 0°20'08" W N 0°28'54" W 25.79 37.07' 32. , � N 00 19'22" W 112.21 38.40' .�. ..� �■ _.-40 - fC4 n 19.75' $ r 1 , LIMIT OF WORK �, } y I 7.00' 31.75' ww. W W y I12.00' II r I N $ I � W , 7.20' I 24.00' U Q� N QD CL Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG LO Ql T R2.71' 18.90' R3.28' LIMIT OF WORK 19.78' , 5.00' , 6.35' 103.45' LO C N I 18.00' I PROPOSED DUTCH �BROS y 862 SF ,y a F.F.=46.10 PAD =45.27 w W a y �L 19.00' 12.00' 7.50' -j - p ■ 'F%KMM.0 '� • xxxu en Ktixxr•, a �' !sax,w.n,xcr 57.50' -LIMIT OF WORK yI N 12.00' 1 7.35' 1 5.00' 1 12.00' . 5.00' . 12.00' r "I ME .-. N 9.00' 12.00' (am.) N 0°20'08" W R 35.00' 162.21' m o 31.00' 12.75' I v � S./ d 7.50' 7.00' � I Ir r 1 I R5.00 go 0 h O r CD w W- I o6 00 z N 0"20'08 W 43.87' j g N 26.35' / 4- I R LIMIT OF WORK I� r� ICD w N 100 z I R3.32' I 7LIMIT OF WORK 10' 0' 10' 20' 40' GRAPHIC SCALE: 1"=10' a 0 N z 0 0 17 U R 318" 1- o" —�1 12 112" ROADBED WIDTH TO THIS POINT i t SURFACING --j 31 1/2" CLASS "C" CONCRETE 1.601 CU. FT.1 L.F. 1 CU. YD. = 18.66 L.F. MINIMUM PERMISSIBLE GRADE IS 0.50% UNLESS SPECIFIC APPROVAL IS GIVEN BY THE CITY ENGINEER PRIOR TO DESIGN. REVISIONS: APPROVED 08/21/01 CHRIS A, VOGT CITY ENGINEER RCE 44250 Ir I NOTE: IF AN EXIST. EXPANSION JOINT IS WOR LESS AWAY FROM THE DIMENSIONED JOINT, REMOVE EXIST. CURB TO THE EXIST. EXPANSION JOINT IN LIEU OF THE SAW CUT. 611 CURB AND GUTTER STANDARD 201 SHEET 1 OF 1 CASE E CONCRETE TILE DETECTABLE LIGHT ON DARK OR DARK ON -LIGHT CASE F COVER !WAUSAU T'LE. TYPE 2, SERIES .45" .+ - .14008 QUARRY RED. OR EQUAL) AT INTERIOR AND PERIMETER JUIN 1 S _ USE STABILIZED POLYMFRlC BEDDING - - -� LATEX THINSET SANDJOINT WIDTH < MORTAR BED VARIES PER MANUFACTURER'S F�5' MIN.! RECOMMENDATION _. > 8' 2.2 6" 4"i 14„ �Ml� W 4.5 V 2.6* 4' MW MIN RIGID PIPE VARIES DESIGN DATA A 3'-0" 2.00" LANDING - ,5' F y SCALE. 1:=3" LOW STRENGTH MATERIAL) 2 3'•2 4" F.F ` ! FULL L HEIGHT CONCRETE TILE DETECTABLE WARNING DOMES .. IN-LINE PATTERN SCALE: 3-=1'-O" A r () TILE, TYPE 2. SERIES U4006, QUARRY RFD, OR EQUAL) I REVISIONS a STANDARD x (6' FOR 6" C.F.) � " f,,�� 4�{,4,j{, U PLAN NC-. U m g (8' FOR 8" C,F.) co BCR Z 1 I Z �IBCR 0" C F. "' •. 1 �%', TRUNCATED DOME soy #A MNUNNEY. P.E. DATE DETAIL SHEET - CONCRETE TILE DETAIL 0" C.F. _ `+"}t R C.E Nc' FN" STD, 250, SHEET 7 OF 8 Tt ` �F �: f A� C F C.F. --- FULL HEIGHT 4' MIN- FULL HEIGHT 4 Y (SEE TABLE Y BELOW)- 4' MIN. SEE NOTE 4 ' T ~~ SEE NOTE 1 7 3' TOP OF MAX. ^' DETECTABLE ~ RAMP ROUNDED FLUSH WARNING (SEE NOTE 3) jA SEE NOTE ; COLD JOINT TRUNCATED DOME CONCRETE TILE DETAIL STD. 256, SHEET 7 OF 8 SECTION A -A SEE SHEET 8 OF 8 FOR NOTES TABLE Y CF Y- 6" 7.90' Y - CURB FACE (FT) 6.33% 8' 14.53' 'Y' SHALL NOT EXCEED 10,53'. UNLESS APPROVED BY THE CITY ENGINEER SCALE REVISIONS DESIGN AND DEVELOPMENT STANDARD j}�/r q, ��J � PLAN NO NI -ti No. DATE -Y��" `�� �" DEPARTMENT APPROVE© BY, f'� 0 CURB RAMP CASE E $ CASE F SHEET r BRYAN MGKINNEY P.E. PATE CiEy En;Nnc cr 55 OF B R C.E M1:V 4'94-4 Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG n E i i i i i I i I I i i 10" Concrete shall be Class C (520 - C - 2500) 0.888 CU. FT.i L.F. 1 CU. YD. = 30.41 L.F. MINIMUM PERMISSIBLE GRADE IS D-50 % UNLESS SPECIFIC APPROVAL IS GIVEN BY THE CITY ENGINEER PRIOR TO DESIGN. REVISIONS: 7005 - corrected curb het ht, roadbed width, & clarified concrete Spec APPROVED STANDARD 0B 21 O1 09wo CHRIS A. VOGT C&I�p 4 (P "5 2 1 CITY ENGINEER RCE 44250 6 n MEDIAN CURB SHEET 1 OF 1 GUN -RAST BORDER WIDTH ? 4" TYP (1" hMIN PFR (7130) CONCRETE TILE DETECTABLE LIGHT ON DARK OR DARK ON -LIGHT WARNING COMES, IN-LINE PATTERN COVER !WAUSAU T'LE. TYPE 2, SERIES .45" .+ - .14008 QUARRY RED. OR EQUAL) AT INTERIOR AND PERIMETER JUIN 1 S _ USE STABILIZED POLYMFRlC BEDDING - - -� LATEX THINSET SANDJOINT WIDTH < MORTAR BED e, PER MANUFACTURER'S �..---'" RECOMMENDATION _. > 8' 2.2 6" 4"i 14„ �Ml� W 4.5 V 2.6* MIN_ RIGID PIPE 10" DESIGN DATA A 3'-0" 2.00" *SEE NOTE 5 - SECTION A• A LEGEND SCALE. 1:=3" LOW STRENGTH MATERIAL) 2 3'•2 4" 4" CONCRETE (SEE NOTE 71 ISOMETRIC VIEW —� 6" CLASS II BASE OR CAB BELOW CURB RAMP AREA 1 125" (SEE STANDARD 200. NOTE 3) 2.7- 2-4" 1.125' ...� t I � I A WEAKENED PLANE JOINTS @ 5 FT. INTERVALS RIGHT-OF-WAY LOT LINE ' T MIN. FROM _ 4' , 4' LOT LINE a o0 B >� B ~� 41 G' SIDEWALK rL I �__r< * MAYBE REDUCED TO 30 FT, A MIN. WITH APPROVAL OF CITY ENGINEER RESIDENTIAL 12' MIN. - 30' MAX. COMMERCIAL: UP TO 8% COMMERCIAL 35' MIN. - 40' MAX.* ** RESIDENTIAL: UP TO 9/° PLAN VIEW RIGHT-OF-WAY STREET GRALDE 2'F2% 4' -� VARIES 0100 PREFERRED STREET GRADE _ PREFERRED 15% _ MAX.i" LTP rr.` L4' 6" THICK CONC. SECTION A - A SECTION B - B DETAIL NOTES: 1, ALL CONCRETE SHALL USE TYPE V R CEMENT AND PER CITY STANDARD 200. 2. 20 FEET OF FULL -HEIGHT CURB REQUIRED v BETWEEN DRIVEWAYS WITHIN ANYONE 1ST PROPERTY FRONTAGE- 3. USE B MIL PLASTIC SHEETING WHEN SOIL ABUTTING SOIL HAS A HIGH SULFATE CONTENT. 4. CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITE DRIVEWAY SO THAT IT PROVIDES SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH. ** COMMERCIAL: UP TO 8% RESIDENTIAL: UP TO 9% 5. CHANGE IN GRADES SHALL NOT EXCEED 8%, UNLESS THE LENGTH IS ISOMETRIC VIEW LESS THAN 2 FEET THEN GRADE SHALL NO T TO SCALE NOT EXCEED 15%. REVISIONS DEPARTMENT OF PUBLIC WORKS . 44" STANDAR. No. DATE ENGINEERING DIVISION PLAN No. ;r 1 I JAN -17 APPR4VEDBY: DRIVEWAY 221 WITH SIDEWALK $„EET -4010-MTE P�C.-I Poo say .per if jfl ADJACENT TO CURB 1 oF3 -- - RC... HD 151 ERA 1217iJi1 CONSTRUCTION NOTES: 1 IF DISTANCE FROM CURS TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATF RAMP AND 4 FOOT LANDING THEN t13E THE CASE 'R” RAMP Z IF SIDEWALK IS LESS THAN 3 FEET WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE B. MINIMUM SIDEWALK WIDTH IS 4 FEET FROM BACK OF CURB. 3. TRANSITIONS FROM RAMPS TO WALKS. GUTTERS, OR ST REETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 4 MAXIMUIV SLOFES OF .ADJOINING GUTTERS- THE ROAD SURFACE IMMEDIATELY ADJACENT TO THF CURB RAMP AND CONTINUOUS PASSAGE TO THE CURS RAMP SHALL NOT EXCEED 5% WITHIN 4 FEET OF THE BOTTOM OF THE CURB RAM' 5 RAMP ,SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB LU CONFORM VVIT1 LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE 'B' RAMP.- 6 C )NSTRUCT EXPANSION JOINTS AT'4 AND ", DELTAS WHEN RADEUS EQUALS 35 FEET. ANC RADIALLY IF ANGLE POINT OCCURS. 7- CONCRETE SPECIFICATION PER CITY STANDARD 200 - CONCRETE SPECIFICATIONS 8 DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCFES LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING DETECTABLE WARNING NOTES: 1 TRUNCATED DOMES SHALL BE WAUSAU TILE, TYPE 2 SERIES U4008 OR EQUAL (QUARRY BRICK RED). IN-LINE. PRE -CAST CONCRETE TILES AND GROUTED €N PLACE NO SURFACE APPLIED DOME MATS ARE ALLO'JVED USE STABILIZED POLYMERIC BEDDING SAND AT TRUNCATED DOME TILES AT INTI ERIOR AND PERIMETER JOINTS JOINT WIDTH 'k 2. CURB RAMPS REQUIRE DETECTABLE WARNING DOMES FOR THE FULL WIDTH A.Nn THREE (3) FEET IN DEPTH OF THE CURB RAMP SLOPE FROM THE CURB LINE WITHIN THE PUBLIC RiGHT-OF- NAY 3. PRIVATE (ONSITE) TRUNCATED DOME INSTALLATION TO ExTEND FULL WIDTH AND DEPTH OF RAMP PER CALIFORNIA BUILDING CODE. EXCLUDING PRIVATELY FUNDED SINGLE FAMILY RESIDENCES. 4 THREE RUNNING FEET OF TRUNCATED DOMES AT FLUSH CURB INSTALLATIONS ARE REQUIRED AOR HAZARDOUS VEHICULAR AREAS. BOLLARDS ARE UTILIZED FOR PEDESTRIAN PROTECTION AT FLUSH CURB RETURNS OR EQUIVALENT FACILITIES AS APPROVED BY THE CITY FNGINFFR 5 SUBMIT CONCRETE DOME TILE AND POLYMERIC BEDDING SAND SPECIFICATIONS OR SAMPLES TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. 6 THE DETECTACtLC WARNING SURFACE SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LIVE 15 5" FROM THE CURB FACE. 7 MATCH ALL TILE CORNERS SUCH THAT ALL TRUNCATED DOME TILES ALIGN AND MAINTAIN DOME DIMENSICNAL SPACING TRUNCATED COME TILES SHALL BE ALIGNED PARALLEL 11VfiTH RAMP SLOPE DIRECTION TRUNCATED DOME TILES CUT TO MATCH RETURN RADIUS GRIND EDGE TO AVOID TRIP HAZARD. AS REQUIRED SCALE REVISi(7NS� � �Quum- DESIGN AhDDEVELOPMEhT STANDARD NTS No. DATE DEPARTMENT PLAN NO APPROVED BY 250 � n U CURB RAMP CONSTRUCTION 6ON MCKM WEY. r.E QATE NATES 5HEET Ooh Erzavmer 8 CSF $ - R C.E NI. 49478 VARIES 61 RnAnR;=n wnTH v i SIDEWALK ALL CONSTRUCTION SHALL BE CLASS "C" CONCRETE. o NOTE: AGGREGATE BASE OR APPROVED SELECT MATERIAL WHEN � SOILS REPORT INDICATES PRESENCE OF EXPANSIVE SOIL CONDITIONS. d r U REVISIONS: APPROVED STANDARD 08 /21 Z01 r . W CHRIS A. VOGT 4040 CITY ENGINEER ACE 44250 SIDEWALK AND CURB SHEET 1 OF 1 AR IV TAI "' i,�:5 d ' CASE I (�% 6"MIN.MIN L SJPPORT PIPE ON - CONCRETE BLOCKS ASE IV CASE II CASE III 1 CASE LOAD FACTOR PIPE COVER - MAX MIN .45" .+ - > oS" MIN 1_ II 1.9 11-813" r _. > 8' 2.2 6" 4"i 14„ �Ml� W 4.5 V 2.6* MIN_ RIGID PIPE 10" DESIGN DATA A V *SEE NOTE 5 - SECTION A• A LEGEND SCALE. 1:=3" LOW STRENGTH MATERIAL) 2 3'•2 4" CONCRETE TILE DETECTABLE WARNING DOMES IN-LINE PATTERN SCALE: 3-=1'-O" 'WAUSAU TILE, TYPE 2. SERIES U4006, QUARRY RFD, OR EQUAL) SCALE REVISIONS STANDARD VARIOUS No 11 ATE � " f,,�� 4�{,4,j{, DESIGN AND DEVELOPMENT DEPARTMENT PLAN NC-. APPROVED BY TRUNCATED DOME 25 CONCRETE TILE •. 1 �%', soy #A MNUNNEY. P.E. DATE DETAIL SHEET - CrtT Er"4r 7 OF 8 R C.E Nc' FN" A WEAKENED PLANE JOINTS @ 5 FT. INTERVALS RIGHT-OF-WAY LOT LINE ' T MIN. FROM _ 4' , 4' LOT LINE a o0 B >� B ~� 41 G' SIDEWALK rL I �__r< * MAYBE REDUCED TO 30 FT, A MIN. WITH APPROVAL OF CITY ENGINEER RESIDENTIAL 12' MIN. - 30' MAX. COMMERCIAL: UP TO 8% COMMERCIAL 35' MIN. - 40' MAX.* ** RESIDENTIAL: UP TO 9/° PLAN VIEW RIGHT-OF-WAY STREET GRALDE 2'F2% 4' -� VARIES 0100 PREFERRED STREET GRADE _ PREFERRED 15% _ MAX.i" LTP rr.` L4' 6" THICK CONC. SECTION A - A SECTION B - B DETAIL NOTES: 1, ALL CONCRETE SHALL USE TYPE V R CEMENT AND PER CITY STANDARD 200. 2. 20 FEET OF FULL -HEIGHT CURB REQUIRED v BETWEEN DRIVEWAYS WITHIN ANYONE 1ST PROPERTY FRONTAGE- 3. USE B MIL PLASTIC SHEETING WHEN SOIL ABUTTING SOIL HAS A HIGH SULFATE CONTENT. 4. CONSTRUCT THE PROFILE GRADE OF THE PRIVATE ON-SITE DRIVEWAY SO THAT IT PROVIDES SMOOTH VEHICLE ACCESS OVER THE DRIVE APPROACH. ** COMMERCIAL: UP TO 8% RESIDENTIAL: UP TO 9% 5. CHANGE IN GRADES SHALL NOT EXCEED 8%, UNLESS THE LENGTH IS ISOMETRIC VIEW LESS THAN 2 FEET THEN GRADE SHALL NO T TO SCALE NOT EXCEED 15%. REVISIONS DEPARTMENT OF PUBLIC WORKS . 44" STANDAR. No. DATE ENGINEERING DIVISION PLAN No. ;r 1 I JAN -17 APPR4VEDBY: DRIVEWAY 221 WITH SIDEWALK $„EET -4010-MTE P�C.-I Poo say .per if jfl ADJACENT TO CURB 1 oF3 -- - RC... HD 151 ERA 1217iJi1 CONSTRUCTION NOTES: 1 IF DISTANCE FROM CURS TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATF RAMP AND 4 FOOT LANDING THEN t13E THE CASE 'R” RAMP Z IF SIDEWALK IS LESS THAN 3 FEET WIDE, THE FULL WIDTH OF THE SIDEWALK SHALL BE DEPRESSED AS SHOWN IN CASE B. MINIMUM SIDEWALK WIDTH IS 4 FEET FROM BACK OF CURB. 3. TRANSITIONS FROM RAMPS TO WALKS. GUTTERS, OR ST REETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 4 MAXIMUIV SLOFES OF .ADJOINING GUTTERS- THE ROAD SURFACE IMMEDIATELY ADJACENT TO THF CURB RAMP AND CONTINUOUS PASSAGE TO THE CURS RAMP SHALL NOT EXCEED 5% WITHIN 4 FEET OF THE BOTTOM OF THE CURB RAM' 5 RAMP ,SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB LU CONFORM VVIT1 LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP (EXCEPT IN CASE 'B' RAMP.- 6 C )NSTRUCT EXPANSION JOINTS AT'4 AND ", DELTAS WHEN RADEUS EQUALS 35 FEET. ANC RADIALLY IF ANGLE POINT OCCURS. 7- CONCRETE SPECIFICATION PER CITY STANDARD 200 - CONCRETE SPECIFICATIONS 8 DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCFES LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING DETECTABLE WARNING NOTES: 1 TRUNCATED DOMES SHALL BE WAUSAU TILE, TYPE 2 SERIES U4008 OR EQUAL (QUARRY BRICK RED). IN-LINE. PRE -CAST CONCRETE TILES AND GROUTED €N PLACE NO SURFACE APPLIED DOME MATS ARE ALLO'JVED USE STABILIZED POLYMERIC BEDDING SAND AT TRUNCATED DOME TILES AT INTI ERIOR AND PERIMETER JOINTS JOINT WIDTH 'k 2. CURB RAMPS REQUIRE DETECTABLE WARNING DOMES FOR THE FULL WIDTH A.Nn THREE (3) FEET IN DEPTH OF THE CURB RAMP SLOPE FROM THE CURB LINE WITHIN THE PUBLIC RiGHT-OF- NAY 3. PRIVATE (ONSITE) TRUNCATED DOME INSTALLATION TO ExTEND FULL WIDTH AND DEPTH OF RAMP PER CALIFORNIA BUILDING CODE. EXCLUDING PRIVATELY FUNDED SINGLE FAMILY RESIDENCES. 4 THREE RUNNING FEET OF TRUNCATED DOMES AT FLUSH CURB INSTALLATIONS ARE REQUIRED AOR HAZARDOUS VEHICULAR AREAS. BOLLARDS ARE UTILIZED FOR PEDESTRIAN PROTECTION AT FLUSH CURB RETURNS OR EQUIVALENT FACILITIES AS APPROVED BY THE CITY FNGINFFR 5 SUBMIT CONCRETE DOME TILE AND POLYMERIC BEDDING SAND SPECIFICATIONS OR SAMPLES TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. 6 THE DETECTACtLC WARNING SURFACE SHALL BE LOCATED SO THAT THE EDGE NEAREST THE CURB LIVE 15 5" FROM THE CURB FACE. 7 MATCH ALL TILE CORNERS SUCH THAT ALL TRUNCATED DOME TILES ALIGN AND MAINTAIN DOME DIMENSICNAL SPACING TRUNCATED COME TILES SHALL BE ALIGNED PARALLEL 11VfiTH RAMP SLOPE DIRECTION TRUNCATED DOME TILES CUT TO MATCH RETURN RADIUS GRIND EDGE TO AVOID TRIP HAZARD. AS REQUIRED SCALE REVISi(7NS� � �Quum- DESIGN AhDDEVELOPMEhT STANDARD NTS No. DATE DEPARTMENT PLAN NO APPROVED BY 250 � n U CURB RAMP CONSTRUCTION 6ON MCKM WEY. r.E QATE NATES 5HEET Ooh Erzavmer 8 CSF $ - R C.E NI. 49478 VARIES 61 RnAnR;=n wnTH v i SIDEWALK ALL CONSTRUCTION SHALL BE CLASS "C" CONCRETE. o NOTE: AGGREGATE BASE OR APPROVED SELECT MATERIAL WHEN � SOILS REPORT INDICATES PRESENCE OF EXPANSIVE SOIL CONDITIONS. d r U REVISIONS: APPROVED STANDARD 08 /21 Z01 r . W CHRIS A. VOGT 4040 CITY ENGINEER ACE 44250 SIDEWALK AND CURB SHEET 1 OF 1 AR IV TAI "' i,�:5 d ' CASE I (�% 6"MIN.MIN L SJPPORT PIPE ON - CONCRETE BLOCKS ASE IV CASE II CASE III 1 CASE LOAD FACTOR PIPE COVER - MAX MIN 1 1.5 > D 12" & UNDER II 1.9 -- VCP > 8' 2.2 6" 4"i 14„ �Ml� W 4.5 V 2.6* MIN_ RIGID PIPE 10" DESIGN DATA A V *SEE NOTE 5 (FOR EXISTING PIPE) 5" LEGEND ' PCC BEDDING (CONTROLLED LOW STRENGTH MATERIAL) 1 GRANULAR MATERIAL (90% RELATIVE COMPACTION) �J 3/4" CRUSHED ROCK PER SECTION 200-1.2 OF THE STANDARD SPEC. (90% RELATIVE COMPACTION) BACKFILL (90% RELATIVE COMPACTION) NATIVE SOIL -SEWER BURIED BELOW OR STORM DRAIN BURIED BELOW TAPE PIPE BEDDING W PIPE COVER - MAX MIN VCP > 12" & UNDER ; VCP > 8' 12" 6" '5" & OVER OTHERS > 8' 10" 6" ALL < 8' 12" 5" 1 GRANULAR MATERIAL (90% RELATIVE COMPACTION) �J 3/4" CRUSHED ROCK PER SECTION 200-1.2 OF THE STANDARD SPEC. (90% RELATIVE COMPACTION) BACKFILL (90% RELATIVE COMPACTION) NATIVE SOIL -SEWER BURIED BELOW OR STORM DRAIN BURIED BELOW TAPE PIPE BEDDING NYLOPLAST 2 FT X 2FT CURB INLET STRUCTURE: 30--AGS--X CONCRETE CURB & GUTTER ASPHALT 18" MIN WIDTH GUIDELINE - 8" MIN THICKNESS GUIDELINE {2) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO (1) DUCTILE IRON PLANSITAKE OFF) FRAME. GRATE. & HOOD ., TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS. TRAFFIC LOADING. & OTHER APPLICABLE DESIGN FACTORS. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN_ MANUFACTURING �,`_ (1) INTEGRATED DUCTILE IRON REQ SAME AS MIN. SUMP) (4) ADAPTER BASE PLATE TO MATCH BASIN O.D. ANGLES VARIABLE 0" -360" 8" HDPE PIPE ACCORDING TO PLANS 2I (2) VARIABLE SUMP DEPTH TO PLANS WATERTIGHT JOINTACCORDING (6" MIN ON 12" - 24". 10" MIN ON 30" (CORRUGATED HDPE SHOWN) BASED ON MANUFACTURING REQ.) i ACTUAL DIMENSIONS MAY VARY 4" MIN ON 12' - 24" 6" MIN ON 30' DIMENSIONS ARE IN INCHES Q (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE i� 15BASEG: APPROX, 98 00 LBS 4" - 30" FOR CORRUGATED HDPE {ADS N-121HANCOR DUAL WALL. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER ADSlHANCQR SINGLE WALL) N-12 HP PVC SEWER (EX: SDR 35). GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC 12'- 30" CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321_ LENGTH, BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, 1 - 12" . 3p° PRAMES, GRATES, HOODS, & BASE PLATES SHALL BE DUCTILE 30BASEG: APPROX. 82.00 LBS IRON PER ASTM A536 GRADE 70-54-05 I 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN SLOPE OF GRATE SURFACE IS 5.2% DETAILS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM 03212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, N-12 HP, & PVC SEWER (4" - 24'). TRANSFER, OR LICENSE THE USE OF THE DESIGN ORl�ylo DATE 01-23-06 PHN (770) 932-2443 last FAX (7701932-2490 4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0" TO 360", TO TFGHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME www.nyloplart-us.com DETERMINE MINIMUM ANGLE BETWEEN AOAPTLRS SEE DRAWING REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE NO 7001-110-012. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-90.16 DRAIN BASIN WITH 2 FT X 2 FT CURB INLET 5 - ALL CURB INLET GRATE OPTIONS {STANDARD & DIAGONAL) SHALL MEET ART4CLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL H -2C LOAD RATING IS FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN LOWEST + 2" SETTING - 269.12 SQ IN PFRMISSION FROM NYLOPLAST. C9 3 NYLOKAS- DWG SIZE A SCALE 1:50 SHEET 1 OF 1 DWG N0, 7002.110.032 REV H 2I w: - CAGE TEST COCK t2 REQUIRED OUTLET GATE VALVE i �LR ELBOW -- THREADED UNION (RECOMMENDED FOR REMOVAL AND, .15REPAIR OF DEVICE) 6" GLR (TYP-) 12" LUNG S` UJB OUT NOTES 1, ALL INSTALLATIONS SHALL BE ABOVE GROUND. 2. ALL BACKFLOW PREVENTION DEVICE- SHALL BE AS CLOSE. TO THE WA' FR, METER AS POSSIBLE. MAXIMUM DISTANCE TO BE 5 FEET, 3, THE BACKFLOW PREVENTION DF'VICE SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. 4, NO CONNECTIONS SHALL BE MADE BETWEEN THE WATER METED AND THF BACKFLOW DEVICE. S. APPROPRIATE TEST COCKS SHALL BE IN PLACE: AT ALL TIMES. Vii. CITY SHALL, HAVE ACCESS TO SACKFLOW PREVENTION DEVICE AT ALL TIMES, 7, PIPING MATERIAL SHALL FIE RED BRASS OR "L" HAFT COPPER, PIPING INSTALLATION SHALL BE PER CURRENT UNIFORM PLUMBING CODE, WITH WAX TAPF WRAPPED JOINTS, 8. ALL EXPOSED PIPE, FITTINGS, AND VALVES TO BE EPDXY COATED. REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (3f4" THRU 2") Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG STANDARD DRAWING N" f W-6 ,DUNE 200 3099CGSQ & 3099CGSQFH APPROX. GRATE DRAIN AREA = 146.18 SO IN *APPROX. WEIGHT WITH FRAME & HOOD = 287.00 LBS 27.25 ' 24.25 ADJUSTMENT SLOTS 22.88 - �� o ZX 2' CURB INLET STANDARD GRATF 3099CGSQ 2725 24.25 n i 2.50 2-50 22 X SLOT 01.00 THRU TOP OF BASE PLATE TO TOP OF DRAIN BASIN 8.73 HIGHEST HOOD SETTING 4.73 LOWEST HOOD SETTING 2'X 2' CURB INLET FRAME & HOOD 3099CGSOPH f 5.75 0 8.$7 I- DOES NOT INCLUDE DIMENSIONS ARE FOR REFERENCE ONLY 15BASEG: 2.82 VARIES WITH TYPE ACTUAL DIMENSIONS MAY VARY 18BASEC: 2.82 OF DEVICE USED DIMENSIONS ARE IN INCHES Q NIPPLE, 15BASEG: APPROX, 98 00 LBS GRATE MEETS H-20 LOAD RATING M `n VARIES IN BACKFLOW QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 LENGTH, PREVENTION PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT , CL € C;: LJ f ,� MIN L �DEVICE TYP- 30BASEG: APPROX. 82.00 LBS LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7002-110-053 I SLOPE OF GRATE SURFACE IS 5.2% THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ' 9C' ELBOW CURB INLET FRAME INSIDE VOLUME IS APPROX 1.76 CU FT NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT v BUFDRD, GA 30518 APPROX. DRAIN AREA OF GRATE & HOOD LOWEST SETTING = 227.37 SO IN OR POSSESSION OF THIS PRINT DOES N07 CONFER, DATE TRANSFER. OR LICENSE THE USE OF THE DESIGN OR 03-28-06 DUCTILE IRDN PHA (770) 932-2443 r4ylo last FAX(770)932.2490 = LOWEST + 1" SETTING = 248.25 SQ 1N TECHNICAL INFORMATION SHOWN HEREIN REVISED BY IZC:3 � www.nylopbst-us-com LOWEST + 2" SETTING - 269.12 SQ IN BRASS 12" 12 MIN --- CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS m 'I 30" MAX 6„ MIN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. Ign" vYL0,LAsr DWG SIZE A SCALE 1:16 SHEET 1 OF 1 j INLET GATE VALVE ' CONCRETE SLAB, ... WATER METER 6" THICK, 917E OF PER STU. i 2'-0" CAGE + S" WIDE DWC- W--8 MIN - �. 90* ELBOW VATH f - THRUST BLOCK PI�R� STD. DWG. W-13.1 w: - CAGE TEST COCK t2 REQUIRED OUTLET GATE VALVE i �LR ELBOW -- THREADED UNION (RECOMMENDED FOR REMOVAL AND, .15REPAIR OF DEVICE) 6" GLR (TYP-) 12" LUNG S` UJB OUT NOTES 1, ALL INSTALLATIONS SHALL BE ABOVE GROUND. 2. ALL BACKFLOW PREVENTION DEVICE- SHALL BE AS CLOSE. TO THE WA' FR, METER AS POSSIBLE. MAXIMUM DISTANCE TO BE 5 FEET, 3, THE BACKFLOW PREVENTION DF'VICE SHALL BE SELECTED FROM THE APPROVED MATERIALS LIST. 4, NO CONNECTIONS SHALL BE MADE BETWEEN THE WATER METED AND THF BACKFLOW DEVICE. S. APPROPRIATE TEST COCKS SHALL BE IN PLACE: AT ALL TIMES. Vii. CITY SHALL, HAVE ACCESS TO SACKFLOW PREVENTION DEVICE AT ALL TIMES, 7, PIPING MATERIAL SHALL FIE RED BRASS OR "L" HAFT COPPER, PIPING INSTALLATION SHALL BE PER CURRENT UNIFORM PLUMBING CODE, WITH WAX TAPF WRAPPED JOINTS, 8. ALL EXPOSED PIPE, FITTINGS, AND VALVES TO BE EPDXY COATED. REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (3f4" THRU 2") Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG STANDARD DRAWING N" f W-6 ,DUNE 200 3099CGSQ & 3099CGSQFH APPROX. GRATE DRAIN AREA = 146.18 SO IN *APPROX. WEIGHT WITH FRAME & HOOD = 287.00 LBS 27.25 ' 24.25 ADJUSTMENT SLOTS 22.88 - �� o ZX 2' CURB INLET STANDARD GRATF 3099CGSQ 2725 24.25 n i 2.50 2-50 22 X SLOT 01.00 THRU TOP OF BASE PLATE TO TOP OF DRAIN BASIN 8.73 HIGHEST HOOD SETTING 4.73 LOWEST HOOD SETTING 2'X 2' CURB INLET FRAME & HOOD 3099CGSOPH f 5.75 0 8.$7 6" ASPHALT CONCRETE PAVEMENT 4" PCC SIDEWALK :+, l't►, 6+ 5-I +,� I,. ::-� r,�I� ♦�-.. ?5-...w:. ....r 'X'5- � r ,•7iw ,... r , A.. .r, M„ r M. w. •,. �. M. 0" CURB FACE J NOT TO SCALE PROVIDE 5/8" RECESS IN CONCRETE WALK TRANSITION, THIN -SET 3/8" THICK " TRUNCATED DOME T1LE (SEE NOTE "A"} 4.45 TDP DIA. ADJACENT 0.2" HIGH 3' MINN B" AVEMENT 0.9" BASE DIA. CONC. WALK OR RAMP BOTTOM g@ ADA TILE INSET NOT TO SCALE NO TF DETECTABLE WARNING DEVICE SHALL BE THE "CAST -1N -PLACE" TILE TYPE AND SHALL BE INSTALLED IN THE CONCRETE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. THE COLOR OF TILE SHALL BE FEDERAL YELLOW AND SHALL BE INTEGRAL WITH THE DETECTABLE WARNING DEVICE TILES. COLOR SHALL NOT BE SURFACE --APPLIED. PAINTS OR OTHER SURFACE COATINGS SHALL NOT BE USED. PRODUCT SAMPLES WITH PROPOSED COLOR SHALL BE SUBMITTED TO CITY FOR APPROVAL PRIOR TO INSTALLATION. m a 4'-0" MIN. TURNING SPACE a 04 o P �.o0000 oe apa fovvavvvaP aPPP0 PP 049 LOWERED CURB (WITH NO UP) AT CURB RAMP 8" CURB Q CURB RAMP WITH RETURNED CURB NOT TO SCALE 0-45" N o� 0.9" 2.3" MIN. ��• &2.4"MAX. O a O o O a O.C. SPACING p RAISED TRUNCATED DOME NOT TO SCALE FRAME AND CCVER TO BE z CONCRETE ORAMPRA ED LOUR B CITY o_ OR APPROVED EQUAL BY CITY � U] NOTES: 1. TYPE: G JOINTS SHALL BE USED FOR VCP OR ELASTOMERIC GASKET JOINTS FOR PVC - 2. PLUG STUB WITH BURNT CLAY DISC FOR VCP OR PVC PLUG FOR PVC. 3. THIS STANDARD SHALL ONLY BE USED WITH THE APPROVAL OL THE CITY ENGINEER. 4. IF CLEANOUT IS IN A LANDSCAPING/UNIMPROVED AREA, A 5' X 5' CONCRETE PAD AT 4" THICK, CONCRETE CLASS 560-C-3250, SHALL BE POURED AROUND THE CLEANOUT, 5. IF CLEANOUT IS IN THE STREET PAVEMENT AREA, A 6" CONCRETE RING AT 6" THICK, CLASS 560-0-3250, SHALL BL POURED AROUND THE CLEANOUT - L2 m a a 4" MIN. MECHANICAL PIPE PLUG W/LIP, SEE NOTE 2 CLASS 560-C-3250 CONCRETE PLUG SEE NOTE 2 ELEVATION - Q 7 SEWER MMPI CLEANOUT SURFACE TEXTURE TO BE OBTAINED BY A COARSE BROOMING TRANSVERSE TO uMlr THE SLOPE OF RAMP OF PA YMENr R B' MiN, FOR CVR9 AMP TURN NG!N' SPACE B' MjN 1/2" PREMOLDED FIBER EXPANSION JOINT 00000 O O 000 00 tat 00 0 0 00 O 0000000000 P ,�• EDGE OF PAVEMENT TRANSITION CURB LOWERED CURB 0" TO 5" OR 6" (VATH NO UP) w TEECT LE PER PLAN RNING AT CURB RAMP CURB HEIGHT SURFACE PARALLEL CURB RAMP DETAIL DIMENSIONS SHOWN ABOVE FOR 0% LONGITUDINAL ROADWAY GRADE 12BASEG: 2.82WEIGHT DOES NOT INCLUDE DIMENSIONS ARE FOR REFERENCE ONLY 15BASEG: 2.82 ` DUCTILE IRON BASE PLATE ACTUAL DIMENSIONS MAY VARY 18BASEC: 2.82 �, 12BASEG: APPROX. 109.00 LBS DIMENSIONS ARE IN INCHES 24BASEG: 2.82 15BASEG: APPROX, 98 00 LBS GRATE MEETS H-20 LOAD RATING 30BASEG' .38 18BASEG: APPROX. 85.00 LBS QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 24BASEG: APPROX. 93.00 LBS PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT 30BASEG: APPROX. 82.00 LBS LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7002-110-053 SLOPE OF GRATE SURFACE IS 5.2% THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE CURB INLET FRAME INSIDE VOLUME IS APPROX 1.76 CU FT NYLOPLAST HAS PROPRIETARY RIGHTS THE RECEIPT BUFDRD, GA 30518 APPROX. DRAIN AREA OF GRATE & HOOD LOWEST SETTING = 227.37 SO IN OR POSSESSION OF THIS PRINT DOES N07 CONFER, DATE TRANSFER. OR LICENSE THE USE OF THE DESIGN OR 03-28-06 DUCTILE IRDN PHA (770) 932-2443 r4ylo last FAX(770)932.2490 = LOWEST + 1" SETTING = 248.25 SQ 1N TECHNICAL INFORMATION SHOWN HEREIN REVISED BY CCA PROJECT N0JNAME www.nylopbst-us-com LOWEST + 2" SETTING - 269.12 SQ IN REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE LOWEST + 3" SETTING = 290.04 SO IN CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 09-05-13 2 FT X 2 FT CURB INLET STANDARD GRATE ASSEMBLY HIGHEST SETTING = 310.87 SQ IN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. Ign" vYL0,LAsr DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7002.110-042 REV D 6" ASPHALT CONCRETE PAVEMENT 4" PCC SIDEWALK :+, l't►, 6+ 5-I +,� I,. ::-� r,�I� ♦�-.. ?5-...w:. ....r 'X'5- � r ,•7iw ,... r , A.. .r, M„ r M. w. •,. �. M. 0" CURB FACE J NOT TO SCALE PROVIDE 5/8" RECESS IN CONCRETE WALK TRANSITION, THIN -SET 3/8" THICK " TRUNCATED DOME T1LE (SEE NOTE "A"} 4.45 TDP DIA. ADJACENT 0.2" HIGH 3' MINN B" AVEMENT 0.9" BASE DIA. CONC. WALK OR RAMP BOTTOM g@ ADA TILE INSET NOT TO SCALE NO TF DETECTABLE WARNING DEVICE SHALL BE THE "CAST -1N -PLACE" TILE TYPE AND SHALL BE INSTALLED IN THE CONCRETE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. THE COLOR OF TILE SHALL BE FEDERAL YELLOW AND SHALL BE INTEGRAL WITH THE DETECTABLE WARNING DEVICE TILES. COLOR SHALL NOT BE SURFACE --APPLIED. PAINTS OR OTHER SURFACE COATINGS SHALL NOT BE USED. PRODUCT SAMPLES WITH PROPOSED COLOR SHALL BE SUBMITTED TO CITY FOR APPROVAL PRIOR TO INSTALLATION. m a 4'-0" MIN. TURNING SPACE a 04 o P �.o0000 oe apa fovvavvvaP aPPP0 PP 049 LOWERED CURB (WITH NO UP) AT CURB RAMP 8" CURB Q CURB RAMP WITH RETURNED CURB NOT TO SCALE 0-45" N o� 0.9" 2.3" MIN. ��• &2.4"MAX. O a O o O a O.C. SPACING p RAISED TRUNCATED DOME NOT TO SCALE FRAME AND CCVER TO BE z CONCRETE ORAMPRA ED LOUR B CITY o_ OR APPROVED EQUAL BY CITY � U] NOTES: 1. TYPE: G JOINTS SHALL BE USED FOR VCP OR ELASTOMERIC GASKET JOINTS FOR PVC - 2. PLUG STUB WITH BURNT CLAY DISC FOR VCP OR PVC PLUG FOR PVC. 3. THIS STANDARD SHALL ONLY BE USED WITH THE APPROVAL OL THE CITY ENGINEER. 4. IF CLEANOUT IS IN A LANDSCAPING/UNIMPROVED AREA, A 5' X 5' CONCRETE PAD AT 4" THICK, CONCRETE CLASS 560-C-3250, SHALL BE POURED AROUND THE CLEANOUT, 5. IF CLEANOUT IS IN THE STREET PAVEMENT AREA, A 6" CONCRETE RING AT 6" THICK, CLASS 560-0-3250, SHALL BL POURED AROUND THE CLEANOUT - L2 m a a 4" MIN. MECHANICAL PIPE PLUG W/LIP, SEE NOTE 2 CLASS 560-C-3250 CONCRETE PLUG SEE NOTE 2 ELEVATION - Q 7 SEWER MMPI CLEANOUT SURFACE TEXTURE TO BE OBTAINED BY A COARSE BROOMING TRANSVERSE TO uMlr THE SLOPE OF RAMP OF PA YMENr R B' MiN, FOR CVR9 AMP TURN NG!N' SPACE B' MjN 1/2" PREMOLDED FIBER EXPANSION JOINT 00000 O O 000 00 tat 00 0 0 00 O 0000000000 P ,�• EDGE OF PAVEMENT TRANSITION CURB LOWERED CURB 0" TO 5" OR 6" (VATH NO UP) w TEECT LE PER PLAN RNING AT CURB RAMP CURB HEIGHT SURFACE PARALLEL CURB RAMP DETAIL DIMENSIONS SHOWN ABOVE FOR 0% LONGITUDINAL ROADWAY GRADE 9' FOR FULL SIZED SPACES, 8'-6" FOR 25% OF SPACES CONTINUOUS CURB NO SCALE - 9' FOR FULL SIZED SPACES, 8'-6" FOR 25% OF SPACES WHEEL STOP NO SCALE PARKING SPACE STRIPING NOT TO SCALE A I VAN AUUtZ)NIJLt Ai i in I%6ULZNC PARKING STALL PARKING STALL NOTE THE ENTIRE ACCESSIBLE PARKING SPACE AND LOADING SHALL NOT EXCEED 2 PERCENT SLOPE (1:48) IN ANY DIRECTION. DOUBLE PARKING STALLS NOT TO SCALE NOTE: 1. OVEREXCAVATION OF THE PROPOSED BUILDING SHOULD BE 5' BEYOND FOUNDATION AND 3' BELOW EXISTING GRADE, AND PER GEOTECHNICAL ENGINEER RECOMMENDATION. 2, THE ENTIRE ACCESSIBLE PARKING SPACE AND LOADING AISLE AREAS SHALL NOT EXCEED 2 PERCENT SLOPE (1:48) IN ANY DIRECTION. 3. ANY ABRUPT LEVEL CHANGES MORE THAN A" SHALL BE BEVELED WITH A SLOPE OF 1:1 4. ALL RAMP SURFACES SHALL BE SLIP RESISTANT Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ACCESSIBLE PARKING SIGN NOT TO SCALE HAIRPIN STRIPING STANDARD NOT TO SCALE 2• VREI LOS e , CURB, WALK OR OTHER o , FEATURE AS MAY OCCUR TO "'• DEFINE FORWARD EDGE OF �„# PARKING STALL WHEELSTOPS PROVIDED IN ACCESSIBLE PARKING - W SHALL BE PAINTED BLUE OR TRAFFIC YELLOW in o" 0 HOLE GC TO CONFIRM PAINT REQUIREMENT OTHERWISE (TYP.) PLAN VIEW 4$" W PER PLAN #4 REBAR EPDXY 10" INTO 12" PAVING. BAR SHALL NOT 12" PROTRUDE ABOVE TOP OF STOP SIDE VIEW ' GC TO CONFIRM WITH " OWNER IF EPDXY TO ! ! 4" WIDE STRIPING PAVEMENT IS DESIRED BLUE IN PATH 01 MATCH BORDER 1 CONCRETE WHEEL STOP NOT TO SCALE 17" MIN. PARKING STALL NOTE UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING n PLACARDS OR SPECIALS ALL PARKING STALLS SHALL BE CLEARLY STRIPED LICENSE PLATES ISSUED rn �., ' FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S M. z EXPENSE. z AND PERMANENTLY MAINTAINED WITH FOUR INCH TOWED VEHICLES MAY BE RECLAIMED AT (INSERT AIXXW OR BY TELEPHONING (INSERT TELEPHONE NUMBER WIDE DOUBLE OR HAIRPIN LINES ON THE SURFACE OF THE PARKING FACILITY, WITH THE TWO LINES DOUBLE—LINED STRIPING STANDARD LOCATED AN EQUAL DISTANCE OF NINE INCHES ON EITHER SIDE OF THE STALL SIDELINES. ' THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE EDGE OF PARKING SPACES "U" -CHANNEL PARKING SPACE 6" HIGH CONCRETE 6" HIGH RAISED POST (2 LBS./FT.) 16" CURB ZCONCRETE SECTION CONCRETE USE 6 PIPE — — — — — — — CURB BOLLARD FILLED W/ ¢ z + CONCRETE AND PAINTED °° � 6 z�` 4 WHEEL STOP TRAFFIC YELLOW ONLY7 4" WIDE WHITE g INSTALLED WITH WHEN SIGN IS IN PAVED TWO COATS (TYP) `" EDGE OF R BT PA �, K I N G AREA OR SIDEWALK 16" " PARKING ;? SLOPE TOP ►� SEE BREAK AWAY — EDGE OF 00 SPACE ONLYCHANNEL OF CONCRETE _ — — — — — — PARKING r EDGE OF GROUND/PAVINGPOST WHEN PIPE BOLLARD 6" SPACE PARKING SURFACE IS NOT REQUIRED EDGE OF SPACE N PARKING SPACE 3500 P.S.I. P.C. CONCRETE 9' FOR FULL SIZED SPACES, 8'-6" FOR 25% OF SPACES CONTINUOUS CURB NO SCALE - 9' FOR FULL SIZED SPACES, 8'-6" FOR 25% OF SPACES WHEEL STOP NO SCALE PARKING SPACE STRIPING NOT TO SCALE A I VAN AUUtZ)NIJLt Ai i in I%6ULZNC PARKING STALL PARKING STALL NOTE THE ENTIRE ACCESSIBLE PARKING SPACE AND LOADING SHALL NOT EXCEED 2 PERCENT SLOPE (1:48) IN ANY DIRECTION. DOUBLE PARKING STALLS NOT TO SCALE NOTE: 1. OVEREXCAVATION OF THE PROPOSED BUILDING SHOULD BE 5' BEYOND FOUNDATION AND 3' BELOW EXISTING GRADE, AND PER GEOTECHNICAL ENGINEER RECOMMENDATION. 2, THE ENTIRE ACCESSIBLE PARKING SPACE AND LOADING AISLE AREAS SHALL NOT EXCEED 2 PERCENT SLOPE (1:48) IN ANY DIRECTION. 3. ANY ABRUPT LEVEL CHANGES MORE THAN A" SHALL BE BEVELED WITH A SLOPE OF 1:1 4. ALL RAMP SURFACES SHALL BE SLIP RESISTANT Underground Service Alert California Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG ACCESSIBLE PARKING SIGN NOT TO SCALE HAIRPIN STRIPING STANDARD NOT TO SCALE 2• VREI LOS e , CURB, WALK OR OTHER o , FEATURE AS MAY OCCUR TO "'• DEFINE FORWARD EDGE OF �„# PARKING STALL WHEELSTOPS PROVIDED IN ACCESSIBLE PARKING - W SHALL BE PAINTED BLUE OR TRAFFIC YELLOW in o" 0 HOLE GC TO CONFIRM PAINT REQUIREMENT OTHERWISE (TYP.) PLAN VIEW 4$" W PER PLAN #4 REBAR EPDXY 10" INTO 12" PAVING. BAR SHALL NOT 12" PROTRUDE ABOVE TOP OF STOP SIDE VIEW ' GC TO CONFIRM WITH " OWNER IF EPDXY TO ! ! 4" WIDE STRIPING PAVEMENT IS DESIRED BLUE IN PATH 01 MATCH BORDER 1 CONCRETE WHEEL STOP NOT TO SCALE 17" MIN. LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1 -IN HEIGHT) ADDITIONAL SIGNAGE WARNING UNAUTHORIZED VEHICLES NOT TO PARK IN ACCESSIBLE PARKING SPACES TOW AWAY SIGNAGE NOT TO SCALE 6" BLUE STRIPE FOR PATH OF TR WHITE OR YELLOI PLAN OTHERWISE PAINT BLUE ,PAINT WHITE 3" TYP WE 1. ALL STRIPING SHALL BE APPLIED PER SPECIFICATIONS 2 COAT MIN. 2. NEW AC SHALL BE COOL AND CURED PRIOR TO APPLICATION OF STRIPING. M CENTER SYMBOL IN EACH DISABLED ACCESS STALL TO THE REAR OF THE STALL PER CBC 11B-502-6.4.1 DISABLED ACCESS SYMBOL NOT TO SCALE 3. ANY EX. MARKINGS SHALL BE ABRASIVELY REMOVED PRIOR TO INSTALLATION OF NEW STRIPING. DIAGONAL STRIPING NOT TO SCALE `LT AIL VymmVwVV� UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING n PLACARDS OR SPECIALS LICENSE PLATES ISSUED rn �., ' FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S M. z EXPENSE. z my v TOWED VEHICLES MAY BE RECLAIMED AT (INSERT AIXXW OR BY TELEPHONING (INSERT TELEPHONE NUMBER LETTERING ON SIGN MUST BE A MINIMUM OF 1" IN HEIGHT APPROPRIATE INFORMATION MUST BE INCLUDED ON SIGN (MINIMUM OF 1 -IN HEIGHT) ADDITIONAL SIGNAGE WARNING UNAUTHORIZED VEHICLES NOT TO PARK IN ACCESSIBLE PARKING SPACES TOW AWAY SIGNAGE NOT TO SCALE 6" BLUE STRIPE FOR PATH OF TR WHITE OR YELLOI PLAN OTHERWISE PAINT BLUE ,PAINT WHITE 3" TYP WE 1. ALL STRIPING SHALL BE APPLIED PER SPECIFICATIONS 2 COAT MIN. 2. NEW AC SHALL BE COOL AND CURED PRIOR TO APPLICATION OF STRIPING. M CENTER SYMBOL IN EACH DISABLED ACCESS STALL TO THE REAR OF THE STALL PER CBC 11B-502-6.4.1 DISABLED ACCESS SYMBOL NOT TO SCALE 3. ANY EX. MARKINGS SHALL BE ABRASIVELY REMOVED PRIOR TO INSTALLATION OF NEW STRIPING. DIAGONAL STRIPING NOT TO SCALE