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HomeMy Public PortalAbout2022-05-25 West River Street 60% PlansSHEET INDEX: OWNER/DEVELOPER: VICINITY MAPLOCATION MAP TITLE SHEET C1.0 NOTES, ABBREVIATIONS & LEGEND C1.1 CONTROL & INDEX SHEET C1.2 HORIZONTAL CONTROL PLAN _C1.3-C1.9 DEMOLITION PLAN C2.1 - C2.5 SITE PLAN C3.1 - C3.5 STRIPING PLAN C4.1 - C4.5 GRADING PLAN C5.1 - C5.7 UTILITY PLAN C6.1 - C6.5 OFFSITE UTILITIES EXHIBIT C6.6 BMP PLAN C7.1 - C7.5 CIVIL DETAILS C8.1 - C8.7 STRUCTURAL DETAILS S1.0 - S2.0 LANDSCAPE SITE FURNISHINGS PLAN L1.0 - L1.3 LANDSCAPE IRRIGATION PLAN L2.0 - L2.3 LANDSCAPE PLANTING PLAN L3.0 - L3.3 LANDSCAPE DETAILS L4.0 - L4.3 ELECTRICAL SYMBOLS AND FIXTURE SCHEDULE E0 LIGHTING PLAN E1 - E2 ELECTRICAL DETAILS E3 UTILITY UNDERGROUNDING PLAN U1.0 - U4.0 UTILITY UNDERGROUNDING DETAILS UD1.0 - UD7.0 TOWN OF TRUCKEE WEST RIVER STREET STREETSCAPE IMPROVEMENTS . Know what's below. Call before you dig ENGINEER 9222 PROTOTYPE DRIVE RENO, NEVADA 89521 TEL: 775.827.6111 TOWN OF TRUCKEE ATTN: JESSICA THOMPSON 10183 TRUCKEE AIRPORT RD TRUCKEE, CA 96161 TEL: 530.582.7700 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S TI T L E S H E E T TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 NO SCALE C1.0 JT JT MG 9562.000 PURSUANT TO GOVERNMENT CODE SECTION 830.6 AND TOWN COUNCIL RESOLUTION NO. 2011-12 TOWN ENGINEER PLAN/DESIGN APPROVAL I, , AS TRUCKEE TOWN ENGINEER, DO HEREBY APPROVE THE PLAN/DESIGN OF THIS PROJECT IN ADVANCE OF THE CONSTRUCTION THEREOF USING STANDARDS PREVIOUSLY APPROVED FOR CONSTRUCTION OF SUCH PROJECTS. IN DOING SO I HAVE CONSIDERED ALL REASONABLE ALTERNATIVES TO THE APPROVED PLAN/DESIGN. DATED: TOWN ENGINEER DANIEL WILKINS IMPROVEMENT PLANS FOR TOWN CIP CXXXX W RIVE R S T R E E T RIVERS I D E D R I V E DONNE R P A S S R O A D B R I D G E S T R E E T S RIV E R S T R E E T JIBB O O M S T R E E T CHURC H S T R E E T S P R I N G S T R E E T HIG H A C C HWY 267 HWY 50 HWY 80 H W Y 8 9 H W Y 2 6 7 HWY 4 3 1 HWY 5 0 H W Y 3 9 5 RENO CARSON CITY TRUCKEE N E V A D A C A L I F O R N I A PROJECT SITE PROJECT LOCATION AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE AGG AGGREGATE BC BOTTOM OF CURB / BEGIN CURVE BOW BACK OF WALK BF, BOF BOTTOM OF FOOTING BV BUTTERFLY VALVE BVC BEGIN VERTICAL CURVE BW BACK OF WALK CB CATCH BASIN CE CROWN ELEVATION cfs CUBIC FEET PER SECOND CF CUBIC FEET C&G CURB AND GUTTER ℄CENTER LINE CL CLASS / CENTER LINE CMP CORRUGATED METAL PIPE COMP COMPACTION CONC CONCRETE CONTR CONTRACTOR CP CONCRETE PAD CTV CABLE TELEVISION DI DROP INLET DIA DIAMETER DWY DRIVEWAY E EAST EA EACH EC END CURVE (HORIZONTAL) ELL ELBOW ELEC ELECTRICAL ELEV ELEVATION EVC END VERTICAL CURVE EX, (E)EXISTING EXT EXTERIOR FCA FLANGE COUPLING ADAPTER FE FINISH ELEVATION FES FLARED END SECTION FF FINISH FLOOR FFC FRONT FACE OF CURB FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FLG FLANGE fps FEET PER SECOND FTG FOOTING G GAS GALV GALVANIZED GB GRADE BREAK GDW GRAVEL DRIVEWAY GD GROUND GV GATE VALVE H HANDICAPPED HGL HYDRAULIC GRADE LINE HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER IE INVERT ELEVATION INT INTERSECTION IRR IRRIGATION LAT LATERAL LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM MDD MAXIMUM DRY DENSITY ME MATCH EXISTING MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MMD MAXIMUM MARSHALL DENSITY MUTCD MANUAL FOR TRAFFIC CONTROL DEVICES N NORTH NAP NOT A PART NIP NOT IN PROJECT NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD (P)PROPOSED PCC PORTLAND CEMENT CONCRETE PG PAD GRADE PI POINT OF INTERSECTION PIVC POINT OF INTERSECTION VERTICAL CURVE PL PROPERTY LINE POCC POINT OF COMPOUND CURVATURE POT POINT OF TANGENCY PP POWER POLE PRC POINT OF REVERSE CURVE PRVC POINT OF REVERSE VERTICAL CURVE PVC POLYVINYL CHLORIDE PVMT PAVEMENT Q 5 5 YEAR PEAK FLOW Q 100 100 YEAR PEAK FLOW R RADIUS RCP REINFORCED CONCRETE PIPE REF REFERENCE RET CURB RETURN RP RADIUS POINT RT RIGHT R/W, ROW RIGHT-OF-WAY S=SLOPE S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE SL STREET LIGHT SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE SSPWC STANDARD SPEC. FOR PUBLIC WORKS CONSTRUCTION STA STATION SW SIDEWALK TELE TELEPHONE TBO TEMPORARY BLOW OFF VALVE TC TOP OF CURB TG TO GRADE TOB TOP OF BERM TF, TOF TOP OF FOOTING TW, TOW TOP OF WALL TS TRAFFIC SIGNAL TSCB TRAFFIC CONTROL SIGNAL BOX TR TOP OF RAIL TRANS TRANSITION TYP TYPICAL UG/P UNDER GROUND POWER UNO UNLESS NOTED OTHERWISE V5 VELOCITY AT 5 YEAR PEAK VC VERTICAL CURVE VEL VELOCITY VERT VERTICAL VG VALLEY GUTTER W WEST W/G WATER AND GAS WL WATER LINE WM WATER METER WS WATER SURFACE WV WATER VALVE WWF WELDED WIRE FABRIC YR YEAR CONTOUR LINE 4163.1 EXISTING PROPOSED 4163.1 LEGEND ABBREVIATIONS NOTES: FOUND SECTION CORNER AS NOTED FOUND 5/8" REBAR AND CAP "PLS 14413" - UNLESS OTHERWISE NOTED SET 5/8" REBAR AND CAP "PLS 17616" - UNLESS OTHERWISE NOTED GENERAL 1.ALL WORK SHALL CONFORM TO THE TOWN OF TRUCKEE STANDARDS AND CURRENT CALTRANS STANDARD PLANS/SPECIFICATIONS (STANDARD SPECIFICATIONS) AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2.THE CONTRACTOR SHALL REFER TO THE TOWN OF TRUCKEE'S STANDARD DETAILS FOR ALL DETAILING NOT SHOWN ON THESE PLANS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING A PRE-CONSTRUCTION JOB SITE CONFERENCE WITH GOVERNING AGENCIES, ALL UTILITY COMPANIES AND THE OWNER'S REPRESENTATIVES PRIOR TO COMMENCING WORK. THIS MEETING SHALL BE HELD AT LEAST FORTY-EIGHT (48) HOURS, OR TWO (2) BUSINESS DAYS, PRIOR TO THE START OF CONSTRUCTION AND SHALL COMMUNICATE SCHEDULES, CONTRACTORS MEAN AND METHODS, MATERIALS TO BE USED, AND OTHER RELEVANT MATTERS ASSOCIATED WITH THE CONSTRUCTION OF THE PROJECT. 4.ALL WORK EITHER DIRECTLY OR INDIRECTLY RELATED TO THE PROJECT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY AGENCIES. 5.THE CONTRACTOR SHALL MAINTAIN AN ONSITE RECORD COPY OF ALL DRAWINGS, SPECIFICATIONS, ADDENDA, CHANGE ORDERS, WORK CHANGE DIRECTIVES, FIELD ORDERS, FIELD CHANGES, AND WRITTEN INTERPRETATIONS AND CLARIFICATIONS. RECORDS SHALL BE IN GOOD ORDER AND ANNOTATED TO SHOW CHANGES MADE DURING CONSTRUCTION. 6.CONTRACTOR SHALL PROVIDE MATERIALS AND EQUIPMENT SUBMITTALS AND/OR SHOP DRAWINGS TO THE OWNER'S REPRESENTATIVE FOR REVIEW PRIOR TO ORDERING OR INSTALLATION. A SIGNED SET OF REVIEWED SUBMITTALS MUST ALWAYS BE AVAILABLE ONSITE DURING CONSTRUCTION. 7.THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT AT 1-800-642-2444 TO PROVIDE FIELD LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO THE START OF CONSTRUCTION. 8.THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY PROPOSED POINTS OF CONNECTION AND IN AREAS OF POSSIBLE CONFLICT WITH NEW UTILITY INSTALLATION PRIOR TO BEGINNING CONSTRUCTION. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES BETWEEN THE CONDITIONS EXISTING IN THE FIELD AND THE INFORMATION SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OR ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND MAINTAIN ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLAN. 9.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROCURE ALL NECESSARY PERMITS, LICENSES, INSURANCE POLICIES, ETC. AS MAY BE NECESSARY TO COMPLY WITH LOCAL, COUNTY, STATE, AND FEDERAL LAWS ASSOCIATED WITH THE PERFORMANCE OF THE WORK; UNLESS OTHERWISE OBTAINED BY THE OWNER. 10.THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN AND PROVIDE, PLACE, AND MAINTAIN ALL LIGHTS, SIGNS, BARRICADES, FLAG PERSONS, PILOT CAR, OR OTHER DEVICES NECESSARY TO CONTROL TRAFFIC THROUGH THE CONSTRUCTION AREA AND FOR PUBLIC SAFETY. ALL TRAFFIC CONTROL OPERATIONS SHALL COMPLY WITH THE LATEST MUTCD. AT NO TIME WILL OBSTRUCTIONS BE LEFT IN THE ROADWAY DURING NIGHT HOURS. ALL TRAFFIC CONTROL PLANS SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER OR ATTSA CERTIFIED PERSONNEL. 11.THE CONTRACTOR AGREES TO ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND FURTHER AGREES THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS IN ACCORDANCE WITH THE PROVISIONS OUTLINED BY THE PROJECT CONTROL AND THE STANDARD SPECIFICATIONS. 12.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE PROVISIONS OF OSHA. 13.THE CONTRACTOR SHALL PURSUE THE WORK IN A CONTINUOUS AND DILIGENT MANNER, CONFORMING TO ALL THE PERTINENT SAFETY REGULATIONS TO ENSURE A TIMELY COMPLETION OF THE PROJECT. 14.THE CONTRACTOR SHALL MAINTAIN A CLEAN PROJECT SITE, REMOVING CONSTRUCTION DEBRIS AT THE END OF EACH ACTIVITY DAY. THE CONTRACTOR SHALL MAINTAIN DEBRIS FREE CONSTRUCTION ROUTES, ADJACENT STREETS AND STORM DRAIN SYSTEMS. 15.TEMPORARY CONSTRUCTION FENCING SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF THE PROJECT IN AREAS AS DELINEATED ON THE PLANS OR AS DIRECTED BY THE OWNER'S REPRESENTATIVE. THE TEMPORARY FENCING SHALL PREVENT CHILDREN AND PETS FROM ENTERING THE CONSTRUCTION AREA, CREATE A VISUAL BARRIER OF THE CONSTRUCTION ACTIVITIES FROM THE ADJACENT RESIDENCE AND YARDS, AND PROTECT VEGETATION FROM CONSTRUCTION EQUIPMENT. 16.THE CONTRACTOR SHALL USE ONLY AUTHORIZED SITES FOR STORAGE OF EQUIPMENT AND MATERIALS AND OBTAIN PROPER APPROVALS FROM THE LAND OWNER AND LOCAL GOVERNING AUTHORITY TO DO SO. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF ALL EQUIPMENT AND MATERIALS. 17.CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. IN THE EVENT A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL HAVE THE MONUMENT REPLACED, AT HIS OWN EXPENSE, BY A LICENSED SURVEYOR IN THE STATE OF CALIFORNIA. 18.CONSTRUCTION HOURS SHALL BE WEEKDAYS AND BETWEEN THE HOURS APPROVED BY THE TOWN OF TRUCKEE. 19.ALL FIELD CHANGES MUST BE PRE-APPROVED BY THE PROJECT ENGINEER. 20.SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE OR PROJECT ENGINEER FOR SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY. 21.ALL SALVAGED MATERIALS ARE THE PROPERTY OF THE OWNER AND SHALL BE PALLETIZED ONSITE UNLESS OTHERWISE ARRANGED WITH THE OWNER AND/OR PROJECT ENGINEER. 22.THE OWNER IS RESPONSIBLE FOR FURNISHING QUALIFIED SITE INSPECTIONS AS REQUIRED TO COMPLY WITH LOCAL ORDINANCES. UNDERGROUND UTILITIES 23.THE CONTRACTOR SHALL FIELD VERIFY UTILITY LOCATIONS NEAR OR WITHIN THE CONSTRUCTION LIMITS WITH THE RESPECTIVE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY UTILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INVOLVED AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING WORK. 24.NO OTHER UTILITIES MAY BE PLACED IN A WATER OR SEWER TRENCH. 25.ALL VALVE BOXES, MANHOLE STRUCTURES, AND CLEAN OUTS SHALL BE MARKED AND ACCESSIBLE AT ALL TIMES. 26.CONTRACTOR SHALL SUPPORT TRENCH SIDEWALLS IN ACCORDANCE WITH ALL APPLICABLE LAWS AND GOVERNING SAFETY REGULATIONS. SHEETING OR SHORING SHALL CONFORM TO LOCAL REGULATIONS AND OSHA STANDARDS. GRADING, EXCAVATION & SURFACE IMPROVEMENTS 27.THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING THEIR OWN QUANTITY TAKE-OFF AND SHALL BUDGET THE PROJECT ACCORDINGLY. ALL EXCESS GRADING MATERIALS SHALL BE DISPOSED OF OFFSITE. 28.THE SOILS ENGINEER SHALL APPROVE ALL EARTHWORK AND GRADING TO CONFIRM COMPACTION REQUIREMENTS ARE MET. 29.CONTRACTOR SHALL PROTECT EXISTING PAVING, CONCRETE, LANDSCAPING, FENCING, MAILBOXES, SIGNS AND ANY OTHER IMPROVEMENTS NOT SPECIFICALLY CALLED OUT FOR REPLACEMENT. CONTRACTOR SHALL REPAIR/REPLACE ANYTHING DAMAGED BY FORCES UNDER THEIR EMPLOY OR CONTRACT. 30.ALL ASPHALT CONCRETE SURFACES SHALL BE SAWCUT THREE FEET MINIMUM INSIDE THE EDGE OF PAVEMENT TO A NEAT, STRAIGHT LINE AND REMOVED. THE EXPOSED PAVEMENT TIE-IN EDGES SHALL BE METICULOUSLY CLEANED OF ALL LOOSE MATERIAL AND THEN TREATED WITH BITUMINOUS EMULSION PRIOR TO PAVING. THE EXPOSED BASE MATERIALS SHALL BE GRADED AND RECOMPACTED PRIOR TO PAVING. ENVIRONMENTAL 31.ALL CONSTRUCTION SHALL BE PERFORMED IN COMPLIANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE SWPPP. 32.INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION OF EROSION AND SILTATION FROM ENTERING THE STORM DRAIN SYSTEM, NATURAL DRAINAGE COURSES, AND/OR INTRUDING UPON ADJACENT ROADWAYS AND PROPERTIES. EROSION CONTROL MEASURES SHOWN ON THESE PLANS ARE INTENDED AS A GUIDE. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DETERMINED IN THE FIELD. THIS RESPONSIBILITY SHALL APPLY THROUGHOUT THE COURSE OF CONSTRUCTION AND UNTIL ALL DISTURBED AREAS HAVE BECOME STABILIZED AND SHALL NOT BE LIMITED TO WET WEATHER PERIODS. THE CONTRACTOR IS RESPONSIBLE FOR SWPPP UPDATES. 33.THE CONTRACTOR SHALL MAINTAIN AN ON-GOING DUST CONTROL PROGRAM INCLUDING WATERING OF OPEN AREAS, TO CONFORM WITH THE LATEST FEDERAL, STATE, AND COUNTY AIR POLLUTION REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND UPDATING DUST CONTROL PERMITS FOR THE PROJECT. 34.ALL AREAS DISTURBED AND LEFT UNDEVELOPED FOR A PERIOD OF MORE THAN 30 DAYS SHALL BE STABILIZED BY THE APPLICATION OF AN APPROVED DUST PALLIATIVE OR HYDROMULCH. 35.THE CONTRACTOR SHALL IDENTIFY A STANDBY CREW FOR EMERGENCY WORK AND THEY SHALL BE AVAILABLE AT ALL TIMES. MATERIAL NECESSARY TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR DAMAGED EROSION CONTROL MEASURES SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT APPROVED LOCATIONS. 36.PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING CONSTRUCTION OF IMPROVEMENTS. 37.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING FACILITIES. GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING THE RAINSTORM SHALL ALSO BE REPAIRED. 38.FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE END OF EACH WORKING DAY. 39.ALL DISTURBED AREAS ARE REQUIRED TO HAVE A PALLIATIVE APPLIED FOR DUST CONTROL. ALL GRADING SHALL COMPLY WITH STATE AND COUNTY REGULATIONS. 40.ALL AREAS DISTURBED BECAUSE OF THE WORK SHALL BE REVEGETATED IN ACCORDANCE WITH INDUSTRY BEST MANAGEMENT PRACTICES. 41.IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL STOP WORK IMMEDIATELY, PREPARE A DEWATERING PLAN, AND OBTAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH WORK. DEWATERING ACTIVITIES MAY REQUIRE THE CONTRACTOR TO OBTAIN A DISCHARGE/PUMPING PERMIT FROM THE STATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SUCH PERMITS. 42.ALL STREETS SHALL BE MAINTAINED FREE OF DUST AND MUD CAUSED BY GRADING OPERATIONS. . Know what's below. Call before you dig X CX.X GAS METER ELECTRIC GENERATOR ELECTRIC MANHOLE BOLLARD ELECTRIC OUTLET ELECTRIC METER AIR CONDITIONER GUY WIRE ELECTRIC BOX ELECTRIC CABINET ELECTRIC PANEL ELECTRIC VAULT ELECTRIC TRANSFORMER LIGHT TELEPHONE MANHOLE TELEPHONE VAULT TELEPHONE BOX WATER VAULT WATER MANHOLE WATER SPIGOT / HOSE BIB WATER METER IRRIGATION CONTROL VALVE ROCK TREE EDGE OF PAVEMENT DETAIL CALLOUT GRADE BREAK RETAINING WALL CONCRETE FENCE SEWER CLEANOUT STORM DRAIN MANHOLE SEWER MANHOLE UTILITY POLE FLOW LINE AC PAVING SIGN FIRE HYDRANT GROUND ELEVATION WATER VALVE CATCH BASIN CURB & GUTTER SURVEY MONUMENT BARRICADE SOIL TEST PIT CONTROL POINT GAS VALVE TO BE REMOVED WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NO T E S , A B R R E V I A T I O N S & L E G E N D TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 NO SCALE C1.1 JT JT MG 9562.000 LOOK FOR TRAINSLOOK FOR TRAINS LOOK FOR TRAINSLOOK FOR TRAINS VAN VAN SHEET CX.1 M I L L S T R E E T W. RIVER STREET BR I D G E S T R E E T SHEET CX.2 SHEET CX.3 SHEET CX.4 SHEET CX.5#6001 #6075 #5687 #5323 #1661 #965 #800 #890 #6076 #280 N:2250694.04 E:7076775.40 N 60°46'15" E 91.09'N 68°54'33" E 213.23'N 61°08'44" E 3 9 . 7 6 ' N 71°48'22" E 126.54'N 70°00'34" E 297.06'N 70°04'22" E 116.55' D=8°08'18", R=200.00', L=28.41' D=7°45'49", R=275.00', L=37.26' D=10°39'38", R=300.00', L=55.82' D=1°47'47", R=300.00', L=9.41' WEST RIVER ST ALIGNMENT ("WRS") . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S CO N T R O L & I N D E X S H E E T TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 50' C1.2 JT JT MG 9562.000 TEMPORARY CONTROL POINT DATA POINT #NORTHING EASTING ELEVATION DESCRIPTION 280 2251178.05 7077937.25 5813.88 TP3 800 2250982.43 7077938.92 5808.99 TPA 890 2250963.61 7077874.48 5806.58 TPB 965 2251104.89 7077776.26 5815.30 TPC 1661 2251071.91 7077649.39 5817.08 TPD 5323 2250971.18 7077383.13 5820.45 TPE 5687 2250902.94 7077219.68 5818.86 TPG 6001 2250814.61 7076993.95 5820.83 TPH 6075 2250864.11 7077120.40 5819.77 TP TMP 6076 2250819.57 7076847.24 5823.32 TPI SURVEY NOTES: 1.SURVEY WAS PERFORMED BY SAGE LAND SURVEYING, INC. IN SEPTEMBER 2018. BASIS OF BEARING MODIFIED NAD83(CA-HPGN-2010) ZONE 2 - US SURVEY FEET DISTANCE ARE GROUND, BEARINGS ARE GRID PROJECT COMBINATION FACTOR = 0.999647379 SCALE FROM 0,0 TO OBTAIN GRID STATE PLANE BASIS OF ELEVATION NAVD88 BASE ON NGS BENCH MARK "A921"(PID KS0167) VAN 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 APN 019-090-002 M I L L S T R E E T W. RIVER STREET D D D D D . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S HO R I Z O N T A L C O N T R O L P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C1.3 JT MG MG 9562.000 VAN 10191 W RIVER ST 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 W. RIVER STREET D D D D D D D D . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S HO R I Z O N T A L C O N T R O L P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C1.4 JT MG MG 9562.000 VAN 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 W. RIVER STREET D D D D D . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S HO R I Z O N T A L C O N T R O L P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C1.5 JT MG MG 9562.000 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10039 W RIVER ST APN 019-090-23 W. RIVER STREET 10090 W RIVER ST APN 019-090-45 D D D D . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S HO R I Z O N T A L C O N T R O L P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C1.6 JT MG MG 9562.000 10039 W RIVER ST APN 019-090-23 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER W. RIVER STREET BR I D G E S T R E E T D . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S HO R I Z O N T A L C O N T R O L P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C1.7 JT MG MG 9562.000 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S HO R I Z O N T A L C O N T R O L P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 5' C1.8 JT MG MG 9562.000 . Know what's below. Call before you dig ADA RAMP SCALE: 1" = 5' 1 2 3 4 5 6 ADA RAMP SCALE: 1" = 5' ADA RAMP SCALE: 1" = 5' ADA RAMP SCALE: 1" = 5' ADA RAMP SCALE: 1" = 5' ADA RAMP SCALE: 1" = 5' WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S HO R I Z O N T A L C O N T R O L P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C1.9 JT MG MG 9562.000 7ADA RAMP SCALE: 1" = 5' WV WV WB WB STO P DI B B EXISTING STRUCTURE FF=5824.1' EXISTING STRUCTURE FF=5821.0' EXISTING STRUCTURE FF=5823.1' EXISTING STRUCTURE FF=5823.4' EXISTING STRUCTURE FF=5823.0' EXISTING STRUCTURE FF=5822.5' ED G E O F G R A V E L E D G E O F G R A V E L DECK EL=5820 . 8 ' EXISTING STRUCTURE C O V E R D C O N C R E T E G A R A G E BROKEN ASPHALT 5823.8' RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' 6' HIGH METAL/RAIL FENCE RIM=5822.6' BOTTOM=5816.2 ' FL 6"PVC IN=581 6 . 2 ' W E S T FL 6"PVC IN=581 6 . 2 ' E A S T ( D E A D E N D ) FL 6"PVC OUT=5 8 1 6 . 2 ' S O U T H 6"PVC6"PVC 6 " P V C E D G E O F T R A V E L E D W A Y E D G E O F P A V E M E N T ED G E O F P A V E M E N T 2 4 " C M P 2 4 " C M P WB T PTC PTC PTC PTC T T T CO N C R E T E PAD ASPHALT PA R K I N G EDGE OF PAVEMEN T S BOREHOLE PULVERIZE & DISPOSE OF EX. AC REMOVE & DISPOSE OF EX. BOLLARD REMOVE & DISPOSE OF EX. BOLLARD PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. PRESERVE & PROTECT EX. WATER VALVE BOXES. LIDS TO BE RAISED TO FG. M I L L S T R E E T W. RIVER STREET DEMO & DISPOSE OF EX. AC 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 APN 019-090-002 CAUTION! EX. GAS LINE. CONTRACTOR SHALL FIELD VERIFY LOCATION, PRESERVE & PROTECT, & COORDINATE w/ KINDER MORGAN (TYP) PRESERVE EX. POWER POLE ALIGNMENT "WRS" REMOVE & DISPOSE OF 105± 24" SD PIPE PROPERTY LINE (TYP) PROJECT STREETSCAPE LIMITS PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. REMOVE EX. SIGN. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE M O L I T I O N P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C2.1 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. A. C . W A L K PAV E R S PAR K I N G PAD P A V E R S RA M P WB WB 4X4 PO S T 4X4 POS T 4X4 PO S T ROCK WALL ASPHALT DRIVEWAY WBDI UB B WB EXISTING STRUCTURE FF=5820.8' EXISTING STRUCTURE FF=5820.0' EXISTING STRUCTURE FF=5820.2' EXISTING STRUCTURE FF=5824.1' EXISTING STRUCTURE FF=5821.0' WA T E R SPI G O T ASPHALT PARKING BROKEN ASPHA L T DE C K E L = 5 8 2 0 . 1 ' CO N C . DE C K E L = 5 8 2 0 . 1 ' DECK EL=5820.5' DECK EL=582 0 . 8 ' RR TIES EXISTIN G STRUCT U R E EXISTIN G STRUCT U R E EXISTING STRUCTURE C O V E R D C O N C R E T E G A R A G E BROKEN ASPHALT EXISTING STRUCTURE EXISTING STRUCTU R E SHED CONCRETE ROLL/CURB AND GUTTER 5823.8' RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' G U Y P O L E 6' HIGH METAL/RAIL FENCE 4" P V C 4" PVC SLAB EL=5821 . 4 ' 2 4 " C M P 2 4 " C M P WB EP E P ASPHAL T D R I V E W A Y ASPHALT DRIVEWA Y CO N C . C U R B BM=5819.3' PTC PTC T T T T T EDGE OF PAVEMENT STARTS HERE 4' C H A I N L I N K 5 ' W O O D F E N C E FEN C E T SSC O SSC O SSC O BEA R BO X 4" P V C 4"PVC BOREHOLE BOREHOLE BOREHOLE PULVERIZE & DISPOSE OF EX. AC PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. REMOVE & DISPOSE OF EX. 4x4 POSTS REMOVE & DISPOSE OF EX. UTILITY POLE PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. 6'± REMOVE & DISPOSE OF EX. WOOD FENCE. CONTRACTOR SHALL SECURE REMAINING FENCE WITH NEW END POST. REMOVE & DISPOSE OF EX. UTILITY POLE & TRANSFORMER W. RIVER STREET 10191 W RIVER ST 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 DEMO & DISPOSE OF EX. STRUCTURE & ASSOCIATED APPURTENANCES. SALVAGE EX CORRUGATED METAL BUILDING REMOVE & DISPOSE OF EX. UTILITY POLE DEMO & DISPOSE OF EX. CONCRETE CURB & GUTTER CAUTION! EX. GAS LINE. CONTRACTOR SHALL FIELD VERIFY LOCATION, PRESERVE & PROTECT, & COORDINATE w/ KINDER MORGAN (TYP) REMOVE & DISPOSE OF EX. CHAIN LINK FENCE PROPERTY LINE (TYP) DEMO & DISPOSE OF EX. CRUSHED AC AND AGGREGATE PORCH ENTRANCE TO BE REMOVED BY PROPERTY OWNER REMOVE & DISPOSE OF EX. PAVERS DEMO & DISPOSE OF EX. AC DRIVEWAYS DEMO & DISPOSE OF EX DIRT & AB CONCRETE & STEP TO BE REMOVED . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE M O L I T I O N P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C2.2 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. WV WV WB DI DI DI DI ROCK WALL AC CURB A. C . W A L K ROCK WALL UB WB DI MAIL BOX GATE CONC. PATIO EXISTING STRUCTURE FF=5817.2' EXISTING STRUCTURE FF=5816.2'FF=5816.3'EXISTING STRUCTURE FF=5815.7' EXISTING STRUCTURE FF=5822.2' EXISTING STRUCTURE FF=5821.4' EXISTING STRUCTURE FF=5820.8'ASPHALT PARKING C O N C . W A L K WO O D R A M P DECK EL=5820.5' RO C K W A L L ROCK WALL ROCK WALL ROCK WALL RR TIES EXISTING STRUCTURE EXISTING STRUCTURE CONCRETE CURB AND GUTTER CONCRETE ENTRANCE ASPHALT DRIVEWAY ASPHALT DRIVEWAY 4" PVC RIM = 5 8 1 9 . 6 ' BOT T O M = 5 8 1 5 . 0 ' FL I N = 5 8 1 5 . 1 ' W E S T FL O U T = 5 8 1 4 . 7 ' E A S T 4" P V C 4" PVC MAIL BOX GATE CONC. PATIO ASPHALT PARKING RIM = 5 8 1 6 . 2 ' FL 1 2 " C M P O U T = 5 8 1 2 . 8 ' S O U T H BOT T O M = 5 8 1 2 . 5 ' GR A T E = 5 8 1 5 . 5 ' FL 1 2 " C M P O U T = 5 8 1 1 . 8 ' S O U T H BOT T O M = 5 8 1 0 . 9 ' FL 1 2 " C M P I N = 5 8 1 1 . 9 ' N O R T H 12 " C M P 12 " C M P AS P H A L T C U R B E P EP ROCK PILLARS TOP OF SLOPE EP EP EP EP T P T BM=5816.1' BOREHOLE TOP PIPE=5814.4' T T T 5' W O O D F E N C E RR TIE S GV SSC O SSC O SSC O S S C O SSC O PULVERIZE & DISPOSE OF EX. AC REMOVE & DISPOSE OF EX. UTILITY POLE PRESERVE & PROTECT EX. WATER VALVE BOXES. LIDS TO BE RAISED TO FG. PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. W. RIVER STREET 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. REMOVE & DISPOSE OF EX. SLOTTED DRAINS REMOVE & DISPOSE OF EX. DROP INLET PRESERVE & PROTECT EX. SEWER MANHOLE. LID TO BE RAISED TO FG. DEMO & DISPOSE OF EX. CONCRETE CURB & GUTTER CAUTION! EX. GAS LINE. CONTRACTOR SHALL FIELD VERIFY LOCATION, PRESERVE & PROTECT, & COORDINATE w/ KINDER MORGAN (TYP) REMOVE & DISPOSE OF EX. DROP INLET. CAP & ABANDON SD PIPE IN-PLACE. REMOVE & DISPOSE OF EX. UTILITY POLE REMOVE & DISPOSE OF EX. UTILITY POLE REMOVE & DISPOSE OF EX. DROP INLET. REMOVE & DISPOSE OF 39'± SD PIPE DEMO & DISPOSE OF EX. AC RELOCATE, STOCKPILE, OR REMOVE LANDSCAPE BOULDERS. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. RELOCATE, STOCKPILE, OR REMOVE LANDSCAPE BOULDERS. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. RELOCATE, STOCKPILE, OR REMOVE LANDSCAPE BOULDERS. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. REMOVE & SALVAGE EX. SIGN. COORDINATE WITH TOWN REPRESENTATIVE. DEMO & REMOVE EX. ROCK PILLAR REMOVE & DISPOSE OF EX. WOOD DECK. PRESERVE & PROTECT EX POSTS. CONTRACTOR SHALL COORDINATE w/ OWNER & TOWN. PRESERVE & PROTECT EX. ROCK WALL . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE M O L I T I O N P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C2.3 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. WV WV WV WB WB WB DECK EL=5817.8' EXISTING STRUCTURE EXISTING GARAGE EXISTING STRUCTURE DECK EL=5817.2' FF=5817.5' 8" DI CONCRETE PARKING FF=5815.2' SLAB=5816.4'FF=5817.0'CO N C . W O O D R A M P CONC. CONCRETE CURB AND GUTTER CONCRETE CURB AND GUTTER PATIO WB B B B EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' STRUCTURE FF=5816.3' UB B BB BBOX ELEC. C O V E R E D C O N C . C O N C . R A M P CONCRETE ENTRANCE ASPHALT DRIVEWAY 6' HIGH METAL/RAIL FENCE 4' HIGH METAL/RAIL FENCE RIM = 5 8 1 9 . 6 ' BOT T O M = 5 8 1 5 . 0 ' FL I N = 5 8 1 5 . 1 ' W E S T FL O U T = 5 8 1 4 . 7 ' E A S T RIM=5816.2' BOTTOM=5811.1' FL 6"PVC IN=5811.1' WEST FL 6"PVC OUT=5811.1' EAST 6"PVC 6"PVC B B B TOP OF SLO P E TOP OF SLOPE TOE OF SLOPE TOE OF SLO P E ASPHALT CURB ASPHALT CURB ASPHALT PARKING LOT ASPHALT PARKING LOT EDGE OF PAVEMENT EDGE OF PAVEMENT ASPHALT CURB AS P H A L T C U R B E P EP TOP OF SLOPE AS P H A L T CU R B AS P H A L T CU R B ASPHAL T CURB ASPHALT CURB EP ELE C . RIS E R BM=5816.1' 4' C H A I N L I N K FEN C E BOREHOLE TOP PIPE=5813.0' T T T T S S W. RIVER STREET 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 10090 W RIVER ST APN 019-090-45 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10039 W RIVER ST APN 019-090-23 PULVERIZE & DISPOSE OF EX. AC PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. EX. PARKING METER TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. SUBLEASE BOUNDARY PRESERVE & PROTECT EX. SEWER MANHOLE. LID TO BE RAISED TO FG. REMOVE & DISPOSE OF EX. BOLLARD (TYP OF 5) REMOVE & DISPOSE OF EX. BOLLARDS REMOVE & DISPOSE OF EX. LIGHT. REMOVE & DISPOSE OF EX. LIGHT. REMOVE & DISPOSE OF EX. LIGHT. REMOVE & DISPOSE OF EX. LIGHT. PULVERIZE & DISPOSE OF EX. AC DEMO & DISPOSE OF EX. CONCRETE APRON DEMO & DISPOSE OF EX. CONCRETE CURB & GUTTER PRESERVE & PROTECT EX. ELECTRICAL BOX. LID TO BE RAISED TO GRADE. EX. UTILITY BOX TO BE RAISED TO GRADE EX. PARKING METER TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. SALVAGE EX. SIGN. COORDINATE WITH TOWN REPRESENTATIVE. CAUTION! EX. GAS LINE. CONTRACTOR SHALL FIELD VERIFY LOCATION, PRESERVE & PROTECT, & COORDINATE w/ KINDER MORGAN (TYP) SALVAGE EX. SIGN. COORDINATE WITH TOWN REPRESENTATIVE. RELOCATE, STOCKPILE, OR REMOVE LANDSCAPE BOULDERS. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. REMOVE & DISPOSE OF EX. UTILITY POLE REMOVE & DISPOSE OF EX. UTILITY POLE AND GUY SALVAGE EX. SIGN. COORDINATE WITH TOWN REPRESENTATIVE. EX. PARKING METER TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO GRADE. SALVAGE EX. SIGN. COORDINATE WITH TOWN REPRESENTATIVE. DEMO & DISPOSE OF EX. AC CURB (TYP) PROPERTY LINE (TYP) PRESERVE & PROTECT EX. BUSHES PRESERVE & PROTECT EX AT&T SAI BOXREMOVE & SALVAGE EX. SIGN. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. REMOVE EX. SIGN. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. DEMO & REMOVE EX. PAVERS RAMP REMOVE EX. AC PRIVATE PARKING . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE M O L I T I O N P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C2.4 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. PAVERS SIDEWALK 1882 RIVER STREET INN WV WV WV WB WB WB WB WB TOP OF SLOPE T O E O F S L O P E TO E O F S L O P E TOP OF SLOPE UBUBUB ELEVATOR DECK EL=5817.9'DECK EL=5818.0'DECK EL=5815.1' EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE SIG N STO P STO P 14 ' D I 8" DI DECK EL=5817.2' FF=5817.5' FF=5818.7' R A M P RAMP UB RA M P PA V E R S S I D E W A L K PA V E R S S I D E W A L K PAVERS SIDEWALK COVERED DECK EL=5815.5' FF=5815.8' FF=5818.0' FF=5815.1' CONC. 5 8 1 7 . 5 ' 5 8 1 7 . 3 ' PAVERS RAMP CONCRETE SIDEWALK P A V E R S FF=5 8 1 6 . 0 ' RAM P CO N C R E T E S I D E W A L K PAVER S PAV E R S PAT I O PAVE R S CONCRETE CURB AND GUTTER RO L L C U R B A N D G U T T E R ROLL CURB AND GUTTER AS P H A L T S I D E W A L K RO L L C U R B A N D G U T T E R RO L L C U R B A N D G U T T E R RR TIE CO N C R E T E C U R B RR X SIGN RR X GATE DI GR A T E EL= 5 8 1 2 . 8 ' 15" C M P FL O U T EL= 5 8 1 0 . 9 ' 24 " C M P DI GR A T E EL= 5 8 1 4 . 1 ' 18" C O N C . P I P E FL O U T EL= 5 8 1 1 . 1 ' DI GR A T E EL= 5 8 1 5 . 0 ' 15" C P P FL O U T EL= 5 8 1 1 . 9 ' RIM EL= 5 8 1 7 . 7 ' RIM EL= 5 8 1 5 . 6 ' CO N C . C U R B PATIO 15" C P P FL I N EL= 5 8 1 1 . 0 ' 24" C M P FL O U T EL= 5 8 0 6 . 7 ' 18" C N C FL I N EL= 5 8 1 0 . 8 ' 18" C M P FL I N EL= 5 8 1 0 . 9 ' 15" C P P FL I N EL= 5 8 0 6 . 9 ' CONC. WALL CONC. CURB DI GR A T E EL= 5 8 1 5 . 0 ' 18" C M P FL O U T EL= 5 8 1 1 . 6 ' TP3 TPE DI CON C . TRASH DUMPSTER CON C . PAD 4' HIGH METAL/RAIL FENCE RIM = 5 8 1 4 . 7 ' BOT T O M = 5 8 1 0 . 0 ' FL 6 " P V C I N = 5 8 1 0 . 0 ' W E S T FL 6 " P V C O U T = 5 8 0 9 . 9 ' N O R T H FL 6 " P V C I N I N T E C E P T O R = 5 8 0 9 . 5 ' S O U T H E A S T 6" P V C 6"PVC 6"PV C 6"PV C 6 " P V C 6 " P V C GR E A S E INT E R C E P T O R GR E A S E INT E R C E P T O R 4 ' W I D E I N T E R C E P T O R RIM = 5 8 1 4 . 3 ' FL 1 2 " C P P O U T = 5 8 0 9 . 6 ' W E S T B TOP OF SLOPE TOE OF SLOPE RIM = 5 8 1 3 . 9 ' BOT T O M = 5 8 0 7 . 3 ' BOT T O M = 5 8 0 6 . 6 ' 12" C P P FL O U T EL= 5 8 1 2 . 3 ' RIM = 5 8 1 4 . 8 ' 12" C P P FL I N EL= 5 8 1 2 . 4 ' 12" C P P FL I N EL= 5 8 1 1 . 8 ' ASPHALT PARKING LOT ICV B ICV ASPHALT CURB PAVERS P A V E R S CONC. CURB PTC PTC P T C PT C EP EP PATIO 4' C H A I N L I N K FEN C E BOREHOLE TOP PIPE=5812.5' RIM = 5 8 1 7 . 7 ' BOT T O M = 5 8 0 7 . 4 ' FL 6 " P V C I N = 5 8 0 7 . 9 ' W E S T FL 1 2 " P V C O U T = 5 8 0 7 . 3 ' S O U T H FL 1 2 " P V C I N = 5 8 0 7 . 4 ' N O R T H 12 " P V C T T T ASPHALT CURB S I I S S S D D D SSC O WV W. RIVER STREET BR I D G E S T R E E T 10039 W RIVER ST APN 019-090-23 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST TAHOE UNIVERSITY APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER DEMO & DISPOSE OF EX. CONCRETE CURB & GUTTER PULVERIZE & DISPOSE OF EX. AC REMOVE & DISPOSE OF EX. PAVER SIDEWALK PRESERVE & PROTECT EX. SEWER MANHOLE. LID TO BE RAISED TO FG. REMOVE & DISPOSE OF EX. LIGHT. REMOVE & DISPOSE OF EX. LIGHT. DEMO & DISPOSE OF EX. CONCRETE APRON EX. PARKING METER TO BE RELOCATED. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. REMOVE & DISPOSE OF EX. BOLLARD PRESERVE & PROTECT EX. SD MANHOLE AND DROP INLET. LIDS TO BE RAISED TO FG. RELOCATE, STOCKPILE, OR REMOVE LANDSCAPE BOULDERS. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. DEMO & DISPOSE OF EX. AC REMOVE & DISPOSE OF EX. CURB & GUTTER SALVAGE EX. SIGNS. COORDINATE WITH TOWN REPRESENTATIVE. PROJECT STREETSCAPE LIMITS PROPERTY LINE (TYP) DEMO & DISPOSE OF EX. AC CURB (TYP) EX. SUBLEASE BOUNDARY DEMO & DISPOSE OF EX. DUMPSTER ENCLOSURE DEMO & DISPOSE OF EX. CONCRETE PAD DEMO & DISPOSE OF EX DIRT & AB . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE M O L I T I O N P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C2.5 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. VAN 4" CURB & GUTTER (TYP) PROPERTY LINE (TYP) 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 APN 019-090-002 M I L L S T R E E T W. RIVER STREET 2 0 ' ( T Y P ) 9' (TYP ) 12.94' 13.02' 10' 6' MIN. SIDEWALK R4.5' R3' R 6 ' 9'6 C8.3 16' MIN. PROJECT STREETSCAPE LIMITS ALIGNMENT "WRS" PAVER SIDEWALK (TYP)7 C8.2 R3 0 0 ' R 1 0 0 0 ' R3 1 1 ' ADA RAMP 6" BATTERED CURB (TYP) 36" VALLEY GUTTER PAVER SIDEWALK (TYP)7 C8.2 4 C8.2 6" BATTERED CURB (TYP) 2 C8.3 ADA RAMP RIGHT-OF-WAY DRIVEWAY APRON WV WV WB WB STO P DI EXISTING STRUCTURE FF=5824.1' EXISTING STRUCTURE FF=5821.0' EXISTING STRUCTURE FF=5823.1' EXISTING STRUCTURE FF=5823.4' EXISTING STRUCTURE FF=5823.0' EXISTING STRUCTURE FF=5822.5' ED G E O F G R A V E L E D G E O F G R A V E L DECK EL=5820 . 8 ' 5823.8' RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' 6' HIGH METAL/RAIL FENCE RIM=5822.6' BOTTOM=5816.2 ' FL 6"PVC IN=581 6 . 2 ' W E S T FL 6"PVC IN=581 6 . 2 ' E A S T ( D E A D E N D ) FL 6"PVC OUT=5 8 1 6 . 2 ' S O U T H 6"PVC6"PVC 6 " P V C E D G E O F T R A V E L E D W A Y E D G E O F P A V E M E N T ED G E O F P A V E M E N T 2 4 " C M P 2 4 " C M P WB T PTC PTC PTC CO N C R E T E PAD ASPHALT PA R K I N G S TIE IN TO WEST RIVER PARK PROJECT (BY OTHERS) RESTRAINT CURB (TYP)1 C8.3 STREET LIGHT, REFER TO ELECTRICAL PLANS (TYP) 6" BATTERED CURB (TYP) 2 C8.3 TRASH RECEPTACLE (SEE LANDSCAPE PLANS) R2' R1 . 7 5 ' R 2 ' R2' R2' 18' (TYP) 9' (TYP) 18' (TYP) 9' (TYP) REFERENCE LANDSCAPE PLANS FOR SPECIFIC LOCATIONS OF PLANTERS & BENCHES (TYP) 24' PARKING COUNT 41 OFF-STREET STALLS (2 ADA) 15 ON-STREET STALLS 6" BATTERED CURB (TYP) 2 C8.3 2 C8.3 STREET LIGHT, REFER TO ELECTRICAL PLANS (TYP) 9 C8.3 4 C8.7 4 C8.7 SAWCUT & TRENCH FOR UTILITY LINE (REF. UTILITY PLANS) . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S SI T E P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C3.1 JT MG MG 9562.000 PAVER TYPE LEGEND PAVERS BASALITE PAVER STYLE ITALIAN RENAISSANCE, COLOR POSITANO, PATTERN RANDOM 2 PCC. SLAB w/ SCORE JOINTS IN 5'X'5 - 6'X6' GRID PARALLEL TO NORTH CURB 18"X18" CONCRETE PAVERS (COLORS TO CONTRAST w/ PUBLIC SIDEWALK PAVERS) VAN 4" CURB & GUTTER (TYP) 6' MIN. WIDE PAVER SIDEWALK (TYP) PROPERTY LINE (TYP) 22' MIN. PARALLEL PARKING (TYP) 10191 W RIVER ST 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 W. RIVER STREET 11' 11' 12.42' 6 C8.3 7 C8.2 3" HIGH BATTERED CURB 6" BATTERED CURB (TYP) FLUSH CURB 6" BATTERED CURB (TYP) 6" BATTERED CURB (TYP) 4" CURB & GUTTER (TYP) 6 C8.3 1 C8.3 8 C8.3 2 C8.3 DRIVEWAY APRON 2 C8.3 ADA RAMP ADA RAMP 2 C8.3 A. C . W A L K PAV E R S PAR K I N G PAD P A V E R S RA M P WB WB ROCK WALL ASPHALT DRIVEWAY WBDI UB WB EXISTING STRUCTURE FF=5820.8' EXISTING STRUCTURE FF=5820.0' EXISTING STRUCTURE FF=5820.2' EXISTING STRUCTURE FF=5824.1' EXISTING STRUCTURE FF=5821.0' WA T E R SPI G O T ASPHALT PARKING DE C K E L = 5 8 2 0 . 1 ' CO N C . DE C K E L = 5 8 2 0 . 1 ' DECK EL=5820.5' DECK EL=5820 . 8 ' RR TIES EXISTIN G STRUCT U R E EXISTIN G STRUCT U R E EXISTING STRUCTURE EXISTING STRUCTU R E SHED 5823.8' RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' G U Y P O L E 6' HIGH METAL/RAIL FENCE 4" P V C 4" PVC SLAB EL=5821 . 4 ' 2 4 " C M P 2 4 " C M P WB EP E P ASPHAL T D R I V E W A Y ASPHALT DRIVEWA Y CO N C . C U R B BM=5819.3' 5 ' W O O D F E N C E T SSC O SSC O SSC O BEA R BOX 4" P V C 4"PVC 6' MIN. RESTRAINT CURB (TYP)1 C8.3 RESTRAINT CURB (TYP)1 C8.3 NEW WOOD STAIRS NEW PCC DRIVEWAY (TYP) 17.1' DRIVEABLE PAVERS 3" HIGH BATTERED CURB 3" HIGH BATTERED CURB 6" BATTERED CURB (TYP) 2 C8.3 VAN ACCESSIBLE STALL ADA/VAN PARKING SIGN ADA RAMP 9'5'12' R2 ' 7 C8.3 NEW AC DRIVEWAY 3' CURB TRANSITION 22' 24' 11' CONSTRUCT STEPS OR FILL SLOPE TRANSITION (TO BE DETERMINED BY PROPERTY OWNER) STREET LIGHT, REFER TO ELECTRICAL PLANS (TYP) 9 C8.2 1 C4.2 1 C4.1 2 C4.2 4 C8.7 4 C8.7 4 C8.7 9 C8.3 9 C8.3 7 C8.3 7 C8.3 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S SI T E P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C3.2 JT MG MG 9562.000 PAVER TYPE LEGEND PAVERS BASALITE PAVER STYLE ITALIAN RENAISSANCE, COLOR POSITANO, PATTERN RANDOM 2 PCC. SLAB w/ SCORE JOINTS IN 5'X'5 - 6'X6' GRID PARALLEL TO NORTH CURB 18"X18" CONCRETE PAVERS (COLORS TO CONTRAST w/ PUBLIC SIDEWALK PAVERS) VAN 4" CURB & GUTTER (TYP) PROPERTY LINE (TYP) 22' MIN. PARALLEL PARKING (TYP) 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 W. RIVER STREET 25.4'± DRIVEWAY CURB (EX. PRIVATE PARKING) 10.7'± DRIVEABLE PAVERS 22' 8' 6' MIN. SIDEWALK 11' 12.42' 6 C8.3 NEW PCC DRIVEWAY ADA RAMP3" CURB & GUTTER 3 C8.2 RETAINING WALL HEIGHT VARIES, SEE GRADING PLANS 6" BATTERED CURB (TYP)6" BATTERED CURB (TYP) 2 C8.3 2 C8.3 ADA RAMP WV WV WBROCK WALL AC CURB A. C . W A L K ROCK WALL UB WB MAIL BOX GATE CONC. PATIO EXISTING STRUCTURE FF=5817.2' EXISTING STRUCTURE FF=5816.2'FF=5816.3'EXISTING STRUCTURE FF=5815.7' EXISTING STRUCTURE FF=5822.2' EXISTING STRUCTURE FF=5821.4' EXISTING STRUCTURE FF=5820.8'ASPHALT PARKING C O N C . W A L K WO O D R A M P DECK EL=5820.5' RO C K W A L L ROCK WALL ROCK WALL ROCK WALL RR TIES EXISTING STRUCTURE EXISTING STRUCTURE 4" PVC RIM = 5 8 1 9 . 6 ' BOT T O M = 5 8 1 5 . 0 ' FL I N = 5 8 1 5 . 1 ' W E S T FL O U T = 5 8 1 4 . 7 ' E A S T 4" P V C 4" PVC MAIL BOX GATE CONC. PATIO ASPHALT PARKING 12 " C M P E P EP ROCK PILLARS TOP OF SLOPE EP EP EP EP T BM=5816.1' 5' W O O D F E N C E RR TIE S GV SSC O SSC O SSC O S S C O SSC O SEE LANDSCAPE PLANS CONCRETE BENCH WITH PROPERTY OWNER FURNISHING (EX. BRICKS) TRENCH DRAIN TRENCH DRAIN LANDSCAPING SX.X DROP OFF ZONE RESTRAINT CURB (TYP)1 C8.3 6' MIN. WIDE PAVER SIDEWALK (TYP) 7 C7.2 CONCRETE STAIRS STEP OR SLOPE TRANSITION (TO BE DETERMINED BY PROPERTY OWNER) PAVERS/CONCRETE TO CONTINUE & TIE INTO RAMP LANDING TO MAINTAIN ACCESS TO THE WOODEN RAMP OR CUT OUT ACCESS BETWEEN ROCK WALL & RAMP LANDING (TO BE DETERMINED BY OWNER) STREET LIGHT, REFER TO ELECTRICAL PLANS (TYP) 9 C8.2 4 C8.7 4 C8.7 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S SI T E P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C3.3 JT MG MG 9562.000 PAVER TYPE LEGEND PAVERS BASALITE PAVER STYLE ITALIAN RENAISSANCE, COLOR POSITANO, PATTERN RANDOM 2 PCC. SLAB w/ SCORE JOINTS IN 5'X'5 - 6'X6' GRID PARALLEL TO NORTH CURB 18"X18" CONCRETE PAVERS (COLORS TO CONTRAST w/ PUBLIC SIDEWALK PAVERS) 3" CURB & GUTTER PROPERTY LINE (TYP) 22' MIN. PARALLEL PARKING (TYP) 9' MIN. 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10039 W RIVER ST APN 019-090-23 W. RIVER STREET 11' 11' 10' 21.4'± DRIVEWAY CURB (EX. GARAGE) 23.7'± DRIVEWAY CURB (EX. PRIVATE PARKING) 6' MIN. SIDEWALK RAISED PATIO PRESERVE & PROTECT EX BUSHES 3 C8.2 4" CURB & GUTTER (TYP) FLUSH CURB (TYP) TRANSITION FROM FLUSH TO 6" BATTERED CURB 6" BATTERED CURB (TYP) 6" BATTERED CURB (TYP) ADA PARKING STALL 9' (TYP ) 2 0 ' ( T Y P ) 20' (TYP) 24' 12'8.6'9' 16.5' ADA VAN ACCESSIBLE PARKING 36" VALLEY GUTTER 36" VALLEY GUTTERADA RAMP LANDSCAPE BULB TO ENCLOSE EXISTING UTILITY BOXES 53' 6 C8.3 4" CURB & GUTTER6 C8.3 4 C8.2 2 C8.3 1 C8.3 1 C8.3 11' 11' 4 C8.2 ADA RAMP ADA RAMP ADA/VAN PARKING SIGNS WV WV WV WB WB WB DECK EL=5817.8' EXISTING STRUCTURE EXISTING GARAGE EXISTING STRUCTURE DECK EL=5817.2' FF=5817.5' 8" DI CONCRETE PARKING FF=5815.2' SLAB=5816.4'FF=5817.0'CO N C . W O O D R A M P CONC. PATIO WB EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' STRUCTURE FF=5816.3' UB BOX ELEC. C O V E R E D C O N C . C O N C . R A M P 6' HIGH METAL/RAIL FENCE 4' HIGH METAL/RAIL FENCE RIM = 5 8 1 9 . 6 ' BOT T O M = 5 8 1 5 . 0 ' FL I N = 5 8 1 5 . 1 ' W E S T FL O U T = 5 8 1 4 . 7 ' E A S T RIM=5816.2' BOTTOM=5811.1' FL 6"PVC IN=5811.1' WEST FL 6"PVC OUT=5811.1' EAST 6"PVC 6"PVC E P TOP OF SLOPE EP BM=5816.1' 4' C H A I N L I N K FEN C E T T S S 6" BATTERED CURB (TYP) 2 C8.3 ADA PATH OF TRAVEL DECORATIVE FENCING, SEE LANDSCAPE PLANS RESTRAINT CURB (TYP)1 C8.3 NEW PCC DRIVEWAY NEW PCC DRIVEWAY FLUSH CURB STREET LIGHT, REFER TO ELECTRICAL PLANS (TYP) CONCRETE RAMPS/LANDINGS 10090 W RIVER ST APN 019-090-45 NEW PAVERS NEW BENCH NEW BENCH NEW BENCH TRASH RECEPTACLE (SEE LANDSCAPE PLANS) 9' (TYP) 18' ADA PARKING SIGN 20' (TYP) 9' (TYP) 3' CURB TRANSITION 8 C8.3 REFERENCE LANDSCAPE PLANS FOR SPECIFIC LOCATIONS OF PLANTERS & BENCHES (TYP) 24' REFERENCE LANDSCAPE PLANS FOR SPECIFIC LOCATIONS OF PLANTERS & BENCHES (TYP) PARKING COUNT 61 OFF-STREET STALLS (4 ADA) 19 ON-STREET STALLS INSTALL PATIO FENCE 8 C8.3 2 C8.3 4 C8.7 4 C8.7 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S SI T E P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C3.4 JT MG MG 9562.000 GENERAL NOTES: NOTE: SEE OTHER SITE SHEETS FOR LEGEND 4" CURB & GUTTER (TYP) PROPERTY LINE (TYP) 10039 W RIVER ST APN 019-090-23 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER W. RIVER STREET BR I D G E S T R E E T 9.8'± DRIVEABLE PAVERS 6 C8.3 PROJECT STREETSCAPE LIMITS 10' 10' 11' 6" BATTERED CURB (TYP) TRANSITION FROM FLUSH CURB TO 6" BATTERED CURB 6" BATTERED CURB (TYP) 9.4' 5' 12' 2 C8.3 2 C8.3 PAVERS SIDEWALK 1882 RIVER STREET INN WV WV WV WB WB WB WB WB TOP OF SLOPE T O E O F S L O P E TO E O F S L O P E TOP OF SLOPE UBUBUB ELEVATOR DECK EL=5817.9'DECK EL=5818.0'DECK EL=5815.1' EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE STO P STO P 14 ' D I 8" DI DECK EL=5817.2' FF=5817.5' FF=5818.7' R A M P RAMP UB RA M P PA V E R S S I D E W A L K PA V E R S S I D E W A L K PAVERS SIDEWALK COVERED DECK EL=5815.5' FF=5815.8' FF=5818.0' FF=5815.1' CONC. 5 8 1 7 . 5 ' 5 8 1 7 . 3 ' PAVERS RAMP CONCRETE SIDEWALK P A V E R S FF=5 8 1 6 . 0 ' RAM P CO N C R E T E S I D E W A L K PAVER S PAV E R S PAT I O PAVE R S RO L L C U R B A N D G U T T E R ROLL CURB AND GUTTER AS P H A L T S I D E W A L K RO L L C U R B A N D G U T T E R RO L L C U R B A N D G U T T E R RR TIE CO N C R E T E C U R B RR X SIGN RR X GATE DI GR A T E EL= 5 8 1 2 . 8 ' 15" C M P FL O U T EL= 5 8 1 0 . 9 ' 24 " C M P DI GR A T E EL= 5 8 1 4 . 1 ' 18" C O N C . P I P E FL O U T EL= 5 8 1 1 . 1 ' DI GRA T E EL= 5 8 1 5 . 0 ' 15" C P P FL O U T EL= 5 8 1 1 . 9 ' RIM EL= 5 8 1 7 . 7 ' RIM EL= 5 8 1 5 . 6 ' CO N C . C U R B PATIO 15" C P P FL I N EL= 5 8 1 1 . 0 ' 24" C M P FL O U T EL= 5 8 0 6 . 7 ' 18" C N C FL I N EL= 5 8 1 0 . 8 ' 18" C M P FL I N EL= 5 8 1 0 . 9 ' 15" C P P FL I N EL= 5 8 0 6 . 9 ' CONC. WALL CONC. CURB DI GR A T E EL= 5 8 1 5 . 0 ' 18" C M P FL O U T EL= 5 8 1 1 . 6 ' TP3 TPE DI CON C . 4' HIGH METAL/RAIL FENCE RIM = 5 8 1 4 . 7 ' BOT T O M = 5 8 1 0 . 0 ' FL 6 " P V C I N = 5 8 1 0 . 0 ' W E S T FL 6 " P V C O U T = 5 8 0 9 . 9 ' N O R T H FL 6 " P V C I N I N T E C E P T O R = 5 8 0 9 . 5 ' S O U T H E A S T 6" P V C 6"PVC 6"PV C 6"PV C 6 " P V C 6 " P V C GR E A S E INT E R C E P T O R GR E A S E INT E R C E P T O R 4 ' W I D E I N T E R C E P T O R RIM = 5 8 1 4 . 3 ' FL 1 2 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM = 5 8 1 3 . 9 ' BOT T O M = 5 8 0 7 . 3 ' BOT T O M = 5 8 0 6 . 6 ' 12" C P P FL O U T EL= 5 8 1 2 . 3 ' RIM = 5 8 1 4 . 8 ' 12" C P P FL I N EL= 5 8 1 2 . 4 ' 12" C P P FL I N EL= 5 8 1 1 . 8 ' ICV B ICV P A V E R S PTC P T C PT C EP EP PATIO 4' C H A I N L I N K FEN C E RIM = 5 8 1 7 . 7 ' BOT T O M = 5 8 0 7 . 4 ' FL 6 " P V C I N = 5 8 0 7 . 9 ' W E S T FL 1 2 " P V C O U T = 5 8 0 7 . 3 ' S O U T H FL 1 2 " P V C I N = 5 8 0 7 . 4 ' N O R T H 12 " P V C T T T S I I S S S D D D SSC O WV ANGLE POINT @ STA 11+16.00 20.99' RT 6' MIN. PAVER SIDEWALK (TYP) 7 C8.2 STREET LIGHT, REFER TO ELECTRICAL PLANS (TYP) REFERENCE LANDSCAPE PLANS FOR SPECIFIC LOCATIONS OF PLANTERS & BENCHES (TYP) 24' ADA RAMP 9' 9' INSTALL 30 LF OF FENCING FROM BUILDING CORNER TO EXISTING RAILROAD FENCE 9 C8.2 CORNER TO BE PAVED AFTER DEMOLITION OF DUMPSTER ENCLOSURE AND CONCRETE SLAB 8 C8.3 4 C8.7 SAWCUT & TRENCH FOR UTILITY LINE (REF. UTILITY PLANS) . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S SI T E P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C3.5 JT MG MG 9562.000 PAVER TYPE LEGEND PAVERS BASALITE PAVER STYLE ITALIAN RENAISSANCE, COLOR POSITANO, PATTERN RANDOM 2 PCC. SLAB w/ SCORE JOINTS IN 5'X'5 - 6'X6' GRID PARALLEL TO NORTH CURB 18"X18" CONCRETE PAVERS (COLORS TO CONTRAST w/ PUBLIC SIDEWALK PAVERS) VAN PROPERTY LINE (TYP) 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 APN 019-090-002 M I L L S T R E E T W. RIVER STREET PROJECT STREETSCAPE LIMITS 18' (typ) 9' (typ) 9' (typ) 20' (typ) 2' SOLID WHITE STRIPING ALONG PAVER CROSSING 123 LF 4" WHITE PAINT 3 C4.2 4" WHITE PAINT (typ) 4" WHITE PAINT (typ) 4" WHITE PAINT (typ) 124 LF 4" WHITE PAINT 2S 3S 2S 2S 2S 2S 19 ' VAN ACCESSIBLE STALL 8' OR 11' MIN 8' ACCESS AISLE 8' OR 5' MIN DEPENDING ON VAN ACCESSIBLE STALL WIDTH 16' MIN 3 6 " O C SI D E W A L K NOTE: ACCESS AILE SHALL BE MARKED WITH A BORDER PAINTED BLUE. HATCHED LINES SHALL BE PAINTED BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED IN WHITE LETTERS NO LESS THAN 12" HIGH AND LOCATED SO THAT IT IS VISIBLE TO TRAFFIC ENFORCEMENT OFFICERS (REF. CBC 1129B.3 ITEM 2) 2 C4.2 1 C4.2 1 C4.3 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S ST R I P I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C4.1 JT MG MG 9562.000 XX/XX/19 1 C4.1 SCALE: N.T.S. ACCESSIBLE PARKING SPACE STRIPING LEGEND 4" SOLID DOUBLE YELLOW STRIPING (PAINT) CENTERLINE 4" SOLID WHITE LINE (PAINT) PARKING & EDGE LINE 2' SOLID WHITE LINE (PAINT) PEDESTRIAN PAVER EDGE LINE 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB STRIPING NOTES: 1.DIMENSIONS FOR STRIPING ARE MEASURED FROM THE LIP OF GUTTER TO THE CENTER OF STRIPE, OR FROM THE CENTER OF STRIPE TO THE CENTER OF STRIPE, UNLESS OTHERWISE NOTED. LABELED LENGTHS REPRESENT THE FULL LENGTH OF THE STRIPE, UNLESS OTHERWISE NOTED. 2.STRIPING LAYOUT TO BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT OF ANY STRIPES OR SYMBOLS. 3.CONTRACTOR TO GRIND OFF ALL EXISTING STRIPING AND SYMBOLS WHERE NOTED ON THESE PLANS. 4.EXISTING CROSSWALK MARKING TO REMAIN UNTIL ALTERNATE WORK COMMENCES. IF ALTERNATE WORK IS NOT EXECUTED, INSTALL CROSSWALK MARKING: 1S 2S 3S 4S 5S R99C (MOUNT ON POST ABOVE R7-8B) R7-8B UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT OR BY TELEPHONING T.P.D. 582-7842 CVC SEC 22511.8 R100B (MOUNT ON POST 7' ABOVE WALKWAY) 12" R99C 12" SOLID WHITE PAINT ON EITHER SIDE OF PAVERS CROSSWALK 2' (typ) PAVERS CROSSWALK VAN PROPERTY LINE (TYP) 10191 W RIVER ST 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 W. RIVER STREET UB T ACCESSIBLE PARKING SPACE 2' WHITE STRIPING ALONG PAVER CROSSING 4 (B) C4.3 9' MIN. 22' MIN. PARALLEL PARKING (TYP) 1 C4.1 4 (A) C4.3 3 C4.2 3S . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S ST R I P I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C4.2 JT MG MG 9562.000 XX/XX/19 1 C4.2 SCALE: N.T.S. ACCESSIBLE STALL SIGNAGE 3 C4.2 SCALE: N.T.S. CROSSWALK MARKING2 C4.2 SCALE: N.T.S. VAN ACCESSIBLE STALL SIGNAGE STRIPING LEGEND 4" SOLID DOUBLE YELLOW STRIPING (PAINT) CENTERLINE 4" SOLID WHITE LINE (PAINT) PARKING & EDGE LINE 2' SOLID WHITE LINE (PAINT) PEDESTRIAN PAVER EDGE LINE 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S 5S VAN PROPERTY LINE (TYP) 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 W. RIVER STREET UB 2' WHITE STRIPING ALONG PAVER CROSSING 22' MIN. PARALLEL PARKING (TYP) 9' MIN. 1 C4.1 3" DASHED STRIPING @ 36" O.C. 45° TO CURB 22' 6.83' 4 (B) C4.3 4 (A) C4.34 (A) C4.3 3S 5S 3 C4.2 6' 8' 1'1' 10' 3'-6" TURN ARROW WHITE PAINT (15.0 SQFT PER STATE OF CA DOT STANDARD PLAN A24A) USE RIGHT ARROW WHERE INDICATED ON PLANS THRU ARROW WHITE PAINT (14.0 SQFT PER STATE OF CA DOT STANDARD PLAN A24A) 3" 4" SOLID YELLOW PAINT 28" 4" 14"28" 28" DETAIL A DETAIL B NOTE: 1. NO PARKING WITHIN 20 FEET OF A CROSSWALK OR 7.5 FEET ON EITHER SIDE OF A FIRE HYRDANT. 2. PARKING SPACE MARKINGS SHALL BE WHITE, TRAFFIC PAINT. MATERIAL AND APPLICATION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FRO PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 3. PARKING SPACE MARKINGS SHALL BE SYMMETRICAL ABOUT AXIS. . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S ST R I P I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C4.3 JT MG MG 9562.000 XX/XX/19 1 C4.3 SCALE: N.T.S. ACCESSIBLE STALL SYMBOL 2 C4.3 SCALE: N.T.S. STORAGE LANE MARKING 3 C4.3 SCALE: N.T.S. 4" SOLID DOUBLE YELLOW STRIPING 4 C4.3 SCALE: N.T.S. PARKING SPACE MARKINGS STRIPING LEGEND 4" SOLID DOUBLE YELLOW STRIPING (PAINT) CENTERLINE 4" SOLID WHITE LINE (PAINT) PARKING & EDGE LINE 2' SOLID WHITE LINE (PAINT) PEDESTRIAN PAVER EDGE LINE 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S 5S PROPERTY LINE (TYP) 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10039 W RIVER ST APN 019-090-23 W. RIVER STREET 11' 11' UB 10090 W RIVER ST APN 019-090-45 20' (typ) 9' (typ) 9' (typ) 20' (typ) 60° 2' WHITE STRIPING ALONG PAVER CROSSING 22' MIN. PARALLEL PARKING (TYP) 9' MIN. 4" WHITE PAINT (typ) 4" WHITE PAINT (typ) ACCESSIBLE PARKING SPACE 1 C4.1 1 C4.3 4 (B) C4.3 4 (A) C4.3 2S 2S 3S 3 C4.2 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S ST R I P I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C4.4 JT MG MG 9562.000 XX/XX/19 STRIPING LEGEND 4" SOLID DOUBLE YELLOW STRIPING (PAINT) CENTERLINE 4" SOLID WHITE LINE (PAINT) PARKING & EDGE LINE 2' SOLID WHITE LINE (PAINT) PEDESTRIAN PAVER EDGE LINE 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S 5S PROPERTY LINE (TYP) 10039 W RIVER ST APN 019-090-23 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER W. RIVER STREET BR I D G E S T R E E T PROJECT STREETSCAPE LIMITS UBUBUB UB 20' (typ) 9' (typ) 5' 20' 9.28' 12.1' 2 C4.3 2 C4.3 ACCESSIBLE PARKING SPACE 1 C4.1 148 LF3 C4.3 2' WIDE SOLID WHITE STOP BAR 4" WHITE PAINT (typ) 166 LF 4" WHITE PAINT 1S 2S 4S 2S . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S ST R I P I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C4.5 JT MG MG 9562.000 XX/XX/19 STRIPING LEGEND 4" SOLID DOUBLE YELLOW STRIPING (PAINT) CENTERLINE 4" SOLID WHITE LINE (PAINT) PARKING & EDGE LINE 2' SOLID WHITE LINE (PAINT) PEDESTRIAN PAVER EDGE LINE 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S 5S VAN WV WV WB WB STO P EXISTING STRUCTURE FF=5824.1' EXISTING STRUCTURE FF=5821.0' EXISTING STRUCTURE FF=5823.1' EXISTING STRUCTURE FF=5823.4' EXISTING STRUCTURE FF=5823.0' EXISTING STRUCTURE FF=5822.5' ED G E O F G R A V E L E D G E O F G R A V E L DECK EL=5820 . 8 ' 5823.8' 6' HIGH METAL/RAIL FENCE E D G E O F T R A V E L E D W A Y E D G E O F P A V E M E N T ED G E O F P A V E M E N T WB T PTC PTC PTC CO N C R E T E PAD ASPHALT PA R K I N G S M I L L S T R E E T W. RIVER STREET PROPERTY LINE (TYP) SEE SHEET C5.7, D E T A I L 1 SEE SHEET C5.7, D E T A I L 2 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 APN 019-090-002 PROJECT STREETSCAPE LIMITS RAISE WATER BOX TO FINISH GRADE, SEE DETAIL 1 THIS SHEET RAISE WATER BOX TO FINISH GRADE, SEE DETAIL 1 THIS SHEET RAISE WATER BOX TO FINISH GRADE 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 ADA PARKING AREA SHALL BE LESS THAN 2% IN ANY DIRECTION SEE SHEET C5.7, DETAIL 7 . Know what's below. Call before you dig BACK OF SIDEWALK EXISTING GRADE PROPOSED SIDEWALK EXISTING UTILITY BOX RAISED TO FG PLACE FILL AROUND UTILITY BOX TEMPORARY GRADING AT UTILITY BOX RAISING CURB & GUTTER N.T.S. 1 3:1 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S GR A D I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C5.1 JT MG MG 9562.000 VAN A. C . W A L K PAV E R S PAR K I N G PAD P A V E R S RA M P WB WB ROCK WALL ASPHALT DRIVEWAY WBDI UB WB EXISTING STRUCTURE FF=5820.8' EXISTING STRUCTURE FF=5820.0' EXISTING STRUCTURE FF=5820.2' EXISTING STRUCTURE FF=5824.1' EXISTING STRUCTURE FF=5821.0' WA T E R SPI G O T ASPHALT PARKING DE C K E L = 5 8 2 0 . 1 ' CO N C . DE C K E L = 5 8 2 0 . 1 ' DECK EL=5820.5' DECK EL=5820 . 8 ' RR TIES EXISTIN G STRUCT U R E EXISTIN G STRUCT U R E EXISTING STRUCTURE EXISTING STRUCTU R E SHED 5823.8' RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' G U Y P O L E 4" P V C 4" PVC SLAB EL=5821 . 4 ' 2 4 " C M P 2 4 " C M P WB EP E P ASPHAL T D R I V E W A Y ASPHALT DRIVEWA Y CO N C . C U R B BM=5819.3' 5 ' W O O D F E N C E T SSC O SSC O SSC O BEA R BOX 4" P V C 4"PVC W. RIVER STREET SEE SHEET C5.7, DETAIL 3 SEE SHEET C5.7, DETAIL 4 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 RAISE WATER BOX TO FINISH GRADE RAISE WATER BOX TO FINISH GRADE 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 STEPS OR FILL SLOPE TRANSITION (TO BE DETERMINED BY OWNER) (4) 6" STEPS UP TO RESIDENCE TOP OF STAIRS~ FG=5820.50 BOTTOM OF STAIRS ~ FG=5818.50 SEE SHEET C5.7, DETAIL 7 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S GR A D I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C5.2 JT MG MG 9562.000 VAN WV WV WBROCK WALL AC CURB A. C . W A L K ROCK WALL UB WB MAIL BOX GATE CONC. PATIO EXISTING STRUCTURE FF=5817.2' EXISTING STRUCTURE FF=5816.2'FF=5816.3'EXISTING STRUCTURE FF=5815.7' EXISTING STRUCTURE FF=5822.2' EXISTING STRUCTURE FF=5821.4' EXISTING STRUCTURE FF=5820.8'ASPHALT PARKING C O N C . W A L K WO O D R A M P DECK EL=5820.5' RO C K W A L L ROCK WALL ROCK WALL ROCK WALL RR TIES EXISTING STRUCTURE EXISTING STRUCTURE MAIL BOX GATE CONC. PATIO ASPHALT PARKING E P EP ROCK PILLARS TOP OF SLOPE EP EP EP EP T BM=5816.1' 5' W O O D F E N C E RR TIE S GV SSC O S S C O SSC O W. RIVER STREET SEE SHEET C5.7, DETAIL 5 SEE SHEET C5.6 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 RAISE WATER BOX TO FINISH GRADE 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 STEP OR SLOPE TRANSITION (TO BE DETERMINED BY PROPERTY OWNER) PAVERS/CONCRETE TO CONTINUE & TIE INTO RAMP LANDING TO MAINTAIN ACCESS TO THE WOODEN RAMP OR CUT OUT ACCESS BETWEEN ROCK WALL & RAMP LANDING (TO BE DETERMINED BY OWNER) . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S GR A D I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C5.3 JT MG MG 9562.000 WV WV WV WB WB WB DECK EL=5817.8' EXISTING STRUCTURE EXISTING GARAGE EXISTING STRUCTURE DECK EL=5817.2' FF=5817.5' 8" DI CONCRETE PARKING FF=5815.2' SLAB=5816.4'FF=5817.0'CO N C . W O O D R A M P CONC. PATIO WB EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' FF=5816.3' UB C O V E R E D C O N C . C O N C . R A M P 6' HIGH METAL/RAIL FENCE 4' HIGH METAL/RAIL FENCE E P TOP OF SLOPE EP BM=5816.1' 4' C H A I N L I N K FEN C E T T S S W. RIVER STREET SEE SHEET C5.7, DETAIL 6 SEE SHEET C5.6 10090 W RIVER ST APN 019-090-45 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10 0 3 9 W R I V E R S T AP N 0 1 9 - 0 9 0 - 2 3 10090 W RIVER ST APN 019-090-45 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 ADA PARKING AREA SHALL BE LESS THAN 2% IN ANY DIRECTION ADA PARKING AREA SHALL BE LESS THAN 2% IN ANY DIRECTION . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S GR A D I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C5.4 JT MG MG 9562.000 LOOK FOR TRAINSLOOK FOR TRAINS PAVERS SIDEWALK 1882 RIVER STREET INN WV WV WV WB WB WB WB WB TOP OF SLOPE T O E O F S L O P E TO E O F S L O P E TOP OF SLOPE UBUBUB ELEVATOR DECK EL=5817.9'DECK EL=5818.0'DECK EL=5815.1' EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE STO P STO P 14 ' D I 8" DI DECK EL=5817.2' FF=5817.5' FF=5818.7' R A M P RAMP UB RA M P PA V E R S S I D E W A L K PA V E R S S I D E W A L K PAVERS SIDEWALK COVERED DECK EL=5815.5' FF=5815.8' FF=5818.0' FF=5815.1' CONC. 5 8 1 7 . 5 ' 5 8 1 7 . 3 ' PAVERS RAMP CONCRETE SIDEWALK P A V E R S FF=5 8 1 6 . 0 ' RAM P CO N C R E T E S I D E W A L K PAVER S PAV E R S PAT I O PAVE R S RO L L C U R B A N D G U T T E R ROLL CURB AND GUTTER AS P H A L T S I D E W A L K RO L L C U R B A N D G U T T E R RO L L C U R B A N D G U T T E R RR TIE CO N C R E T E C U R B RR X SIGN RR X GATE CO N C . C U R B PATIO CONC. WALL CONC. CURB TP3 TPE CON C . 4' HIGH METAL/RAIL FENCE ICV B ICV P A V E R S PTC P T C PT C EP EP PATIO 4' C H A I N L I N K FEN C E T T T S I I S S S D D D SSC O WV W. RIVER STREET BR I D G E S T R E E T 10 0 3 9 W R I V E R S T AP N 0 1 9 - 0 9 0 - 2 3 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER PROJECT STREETSCAPE LIMITS 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER ADA PARKING AREA SHALL BE LESS THAN 2% IN ANY DIRECTION START CROWNED ROADWAY . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S GR A D I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C5.5 JT MG MG 9562.000 WB RAISE WATER BOX TO FINISH GRADE CONCRETE BENCH, SURFACE BY EXISTING PROPERTY OWNER 30.98' 5"± STEP A A STEP VARIES 3"-6" (1) 6" STEP UP TO SIDEWALK WV WV WV EXISTING STRUCTURE FF=5817.0'CO N C . EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' 6" STEP 10090 W RIVER ST APN 019-090-45 10075 W RIVER ST APN 019-090-26 3 STEPS UP TO BUILDING 2 STEPS UP TO BUILDING STEP DOWN TO EXISTING CONCRETE OR SLOPE w/ PLANTER BOXES (TO BE DETERMINED) . Know what's below. Call before you dig SECTION A - A N.T.S. PAVER SIDEWALK RESTRAINT CURB PAVERS HEAL PROOF TRENCH DRAIN5"± STEP WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S GR A D I N G P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 5' C5.6 JT MG MG 9562.000 WV WV ST O P ED G E O F P A V E M E N T PTC SEE SHEET C5.7, DETAIL 1 SEE SHEET C5.7, DETAIL 3 UB SEE SHEET C5.7, DETAIL 4 . Know what's below. Call before you dig ADA RAMP SCALE: 1" = 5' 1 2 3 4 5 ADA RAMP SCALE: 1" = 5' ADA RAMP SCALE: 1" = 5' ADA RAMP SCALE: 1" = 5' ADA RAMP SCALE: 1" = 5' WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S GR A D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C5.7 JT MG MG 9562.000 7ADA RAMP SCALE: 1" = 5' 6ADA RAMP SCALE: 1" = 5' VAN WV WV WB WB STO P WB S M I L L S T R E E T W. RIVER STREET PROPERTY LINE (TYP) CUT APPROX. 5 LF & PLUG EX. STORM 24" CMP PIPE WITH SLURRY REMOVE AND REPLACE APPROX. 105 LF EX. 24" CMP PIPE WITH 24" HDPE PROJECT STREETSCAPE LIMITS 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 APN 019-090-002 CHAMBERMAXX INFILTRATION SYSTEM SDMH (HIGH-FLOW BYPASS) PRETREATMENT VAULT DI SDMH (HIGH-FLOW BYPASS) SDMH SDMH SEE CO N T I N U A T I O N A B O V E MATCH L I N E 90° 8"Ø DI ELBOW 20 LF 8"Ø DI WATER MAIN TIE INTO (e)TEE ADD 8" DI MRJ GV (NORTH) 1090 LF 8"Ø DI WATER MAIN R5 0 0 ' EXTEND (e)WATER LAT (typ)3 C8.4 3 C8.4 3 C8.4 3 C8.4 1 C8.4 EDGE OF TRAVELED WAY E D G E O F P A V E M E N T T T S SE E C O N T I N U A T I O N A B O V E MA T C H L I N E SE E C O N T I N U A T I O N B E L O W AD D 8 " D I M R J GV ( N O R T H ) . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C6.1 RH JT MG 9562.000 UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS ARISE. 2.SEE DETAIL SHEETS C8.5-C8.7 FOR WATER INSTALLATION DETAILS. VAN DI UB RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' 2 4 " C M P 2 4 " C M P T SSC O SSC O SSC O W. RIVER STREET 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 1 C8.4 1 C8.4 1 C8.4 1090 LF 8"Ø DI WATER MAIN1090 LF 8"Ø DI WATER MAIN R2 5 8 ' R2 5 8 ' R3 0 0 ' R5 0 0 ' R3 0 0 ' EXTEND (e)WATER LAT (typ) 3 C8.4 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C6.2 RH JT MG 9562.000 . Know what's below. Call before you dig UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS ARISE. 2.SEE DETAIL SHEETS C8.5-C8.7 FOR WATER INSTALLATION DETAILS. VAN WV WV WB UB WB S GV SSC O S S C O SSC O W. RIVER STREET 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 1 C8.4 1 C8.4 1090 LF 8"Ø DI WATER MAIN R2 5 8 ' EXTEND (e)WATER LAT (typ) R2 5 8 ' 10 C8.2 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C6.3 RH JT MG 9562.000. Know what's below. Call before you dig UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS ARISE. 2.SEE DETAIL SHEETS C8.5-C8.7 FOR WATER INSTALLATION DETAILS. WV WV WV WB WB WB 8" DI WB UB BOX ELEC.S S W. RIVER STREET 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 10090 W RIVER ST APN 019-090-45 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10 0 3 9 W R I V E R S T AP N 0 1 9 - 0 9 0 - 2 3 1 C8.4 1090 LF 8"Ø DI WATER MAIN EXTEND (e)WATER LAT (typ) R2 5 8 ' . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C6.4 RH JT MG 9562.000 UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS ARISE. 2.SEE DETAIL SHEETS C8.5-C8.7 FOR WATER INSTALLATION DETAILS. LOOK FOR TRAINSLOOK FOR TRAINS WV WV WV WB WB WB WB WB UBUBUB STO P STO P 14 ' D I 8" DI UB DI GR A T E EL= 5 8 1 2 . 8 ' 15" C M P FL O U T EL= 5 8 1 0 . 9 ' 24 " C M P DI GR A T E EL= 5 8 1 4 . 1 ' 18" C O N C . P I P E FL O U T EL= 5 8 1 1 . 1 ' DI GRA T E EL= 5 8 1 5 . 0 ' 15" C P P FL O U T EL= 5 8 1 1 . 9 ' RIM EL= 5 8 1 5 . 6 ' 15" C P P FL I N EL= 5 8 1 1 . 0 ' 24" C M P FL O U T EL= 5 8 0 6 . 7 ' 18" C N C FL I N EL= 5 8 1 0 . 8 ' 18" C M P FL I N EL= 5 8 1 0 . 9 ' 15" C P P FL I N EL= 5 8 0 6 . 9 ' DI GR A T E EL= 5 8 1 5 . 0 ' 18" C M P FL O U T EL= 5 8 1 1 . 6 ' DI 4 ' W I D E I N T E R C E P T O R RIM = 5 8 1 4 . 3 ' FL 1 2 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM = 5 8 1 3 . 9 ' BOT T O M = 5 8 0 7 . 3 ' BOT T O M = 5 8 0 6 . 6 ' 12" C P P FL O U T EL= 5 8 1 2 . 3 ' RIM = 5 8 1 4 . 8 ' 12" C P P FL I N EL= 5 8 1 2 . 4 ' 12" C P P FL I N EL= 5 8 1 1 . 8 ' ICV B ICV S I I S S S D D D SSC O WV W. RIVER STREET BR I D G E S T R E E T PROJECT STREETSCAPE LIMITS 10 0 3 9 W R I V E R S T AP N 0 1 9 - 0 9 0 - 2 3 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER 1 C8.4 1090 LF 8"Ø DI WATER MAIN CONNECT TO (e)WATER LINE & INSTALL NEW 8" DI MRJ GV (WEST) EXTEND (e)WATER LAT (typ) R5 0 0 ' R 5 0 0 ' 3 C8.4 3 C8.4 3 C8.4 3 C8.4 1 C8.4 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C6.5 RH JT MG 9562.000 . Know what's below. Call before you dig UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS ARISE. 2.SEE DETAIL SHEETS C8.5-C8.7 FOR WATER INSTALLATION DETAILS. WV WV WB WB STO P DI RIM EL= 5 8 2 0 . 8 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' 2 4 " C M P 2 4 " C M P WB S S 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S OF F S I T E U T I L I T I E S E X H I B I T TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C6.6 RH JT MG 9562.000 GENERAL NOTES 1. THIS EXHIBIT DEPICTS THE OFFSITE UTILITY CORRIDORS TO THE WEST OF THE WEST RIVER STREET STREETSCAPE IMPROVEMENTS PROJECT. . Know what's below. Call before you digMA T C H LI N E MA T C H LI N E OFFSITE UTILITY CORRIDOR LEGEND PROPOSED DRY UTILITY CORRIDOR (COMMON TRENCH CONTAINING ELECTRIC, COMMUNICATION & TELEVISION CONDUITS) PROPOSED WATER CORRIDOR PROPOSED SANITARY SEWER CORRIDOR VAN 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 APN 019-090-002 M I L L S T R E E T W. RIVER STREET PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) TEMPORARY STAGING WITHIN THE PROPOSED MILL STREET PARKING LOT CONCRETE WASHOUT AREA AS NECESSARY CONSTRUCT 12' WIDE X 50' LONG TEMPORARY GRAVEL CONSTRUCTION SITE ENTRANCE/EXIT AS NECESSARY. GRAVEL TO BE 12" THICK (MIN) 3'-6' WASHED, WELL GRADED GRAVELS OR CRUSHED ROCK UNDERLINE WITH FILTER FABRIC 3 C8.1 INSTALL & MAINTAIN FIBER ROLL ALONG THE FENCE LINE DURING CONSTRUCTION 2 C8.1 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S BM P P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C7.1 JT MG MG 9562.000 VAN 10191 W RIVER ST 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10141 W RIVER ST APN 019-090-33 W. RIVER STREET PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.)PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) TEMPORARY STAGING WITHIN THE PROPOSED MILL STREET PARKING LOT 3 C8.1 3 C8.1 3 C8.1 3 C8.1 INSTALL & MAINTAIN FIBER ROLL ALONG THE FENCE LINE DURING CONSTRUCTION 2 C8.1 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S BM P P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C7.2 JT MG MG 9562.000 VAN 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 W. RIVER STREET PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE SANDBAGS ALONG THE PROPOSED STORM DRAIN TRENCH (TYP.) PROVIDE SANDBAGS ALONG THE PROPOSED STORM DRAIN TRENCH (TYP.) 3 C8.1 3 C8.1 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S BM P P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C7.3 JT MG MG 9562.000 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10039 W RIVER ST APN 019-090-23 W. RIVER STREET 10090 W RIVER ST APN 019-090-45 PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) INSTALL & MAINTAIN FIBER ROLL ALONG THE EDGE OF PAVEMENT DURING CONSTRUCTION 3 C8.1 2 C8.1 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S BM P P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C7.4 JT MG MG 9562.000 10039 W RIVER ST APN 019-090-23 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 10015 W RIVER ST APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER W. RIVER STREET BR I D G E S T R E E T PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE SANDBAGS AT DOWNSTREAM GUTTER CONNECTION (TYP.) PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE SANDBAGS AT DOWNSTREAM GUTTER CONNECTION (TYP.) PROVIDE SANDBAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) 3 C8.1 3 C8.1 3 C8.1 3 C8.1 INSTALL & MAINTAIN FIBER ROLL ALONG THE EDGE OF PAVEMENT DURING CONSTRUCTION 2 C8.1 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S BM P P L A N TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 10' C7.5 JT MG MG 9562.000 BACK OF CURB BACK OF CURB SPILLWAY 3' MIN RUNOFF NOTES: 1.SACKS SHALL BE MADE OF WOVEN GEOTEXTILE FABRIC. 2.SACKS TO BE FILLED WITH 3 4" WASHED DRAIN ROCK OR 1/4" WASHED PEA GRAVEL. 3.CONSTRUCT ON GENTLY SLOPING STREETS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE OUT OF SUSPENSION. 4.PLACE SEVERAL LAYERS OF FILLED SACKS OVER THE FIRST, OVERLAP AND PACK SACKS TIGHTLY TOGETHER TO MINIMIZE THE SPACE BETWEEN SACKS. 5.LEAVE A GAP OF ONE SACK IN THE MIDDLE OF THE TOP ROW OF SACKS TO SERVE AS THE SPILLWAY. SPILLWAY HEIGHT SHALL BE LOWER THAN CURB HEIGHT AND SUFFICIENT SIZE TO PASS FLOWS FROM SEVERE STORM EVENTS. 6.INSPECT AND REPAIR BARRIER AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN IT REACHES TOP OF SPILLWAY (CURB HEIGHT). 7.SEDIMENT SHALL BE COLLECTED AND DISPOSED OF AT AN APPROVED SITE. 8.SEDIMENT AND GRAVEL SHALL BE IMMEDIATELY REMOVED FROM TRAVELED WAY OF ROAD. 9.PROPRIETARY INLET PROTECTION OR ALTERNATIVES SUCH AS WEIGHTED FIBER ROLLS ARE ACCEPTABLE. BACK OF CURB SPILLWAY A A PONDING HT. SIDEWALK SPILLWAY CATCH BASIN 12" MIN. FLOW FLOW FL O W FL O W FLOW 24" MIN. OVERLAP CURB INLET SHEET FLOW INLET DRAINAGE DITCH INLET NOTES: 1.FIBER ROLL DRAIN INLET PROTECTION SHALL USE A MIN 12" DIAMETER ROLL AND BE INSTALLED BEFORE CONSTRUCTION BEGINS. 2. GRAVEL BAGS SHALL BE WOVEN FILTER FABRIC. SAND BAGS ARE NOT AN ACCEPTABLE SUBSTITUTE. 3. ON PAVED SURFACES, SUBSTITUTE STAKES WITH GRAVEL BAGS (USE PROPER STAKING METHODS). 4.CONSTRUCT ON GENTLY SLOPING STREETS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE OUT OF SUSPENSION. 5.INSPECT AND REPAIR FIBER ROLLS EACH DAY AND AFTER EACH STORM EVENT. REMOVE SEDIMENT WHEN ONE THIRD OF THE FILTER DEPTH HAS BEEN FILLED. REMOVED SEDIMENT SHALL BE DISPOSED OF PROPERLY. 6. SEDIMENT AND GRAVEL DEPOSITED ON ROADWAYS SHALL BE IMMEDIATELY REMOVED. 7.IN HIGH TRAFFIC AREAS, MARK DRAIN INLET PROTECTION WITH VISIBLE BARRIERS SUCH AS SAFETY CONES. 8.REMOVE DRAIN INLET PROTECTION AFTER THE SURROUNDING AREA IS STABILIZED. 24" MIN OVERLAP 1 C8.1 NOTES: 1.USE PRINCIPALLY IN AREAS WHERE SHEET FLOW OCCURS. 2.DO NOT USE IN STREAMS, CHANNELS, OR ANYWHERE FLOW IS CONCENTRATED. DO NOT USE SILT FENCES TO DIVERT FLOW. 3.DO NOT USE BELOW SLOPES SUBJECT TO CREEP, SLUMPING, OR LANDSLIDES. 4.SILT FENCE SHOULD BE WOVEN POLYPROPYLENE WITH A MINIMUM WIDTH OF 36 INCHES AND A MINIMUM TENSILE STRENGTH OF 100 LB FORCE. 5.INSTALL ALONG A LEVEL CONTOUR, SO WATER DOES NOT POND MORE THAN 1.5 FT AT ANY POINT ALONG THE SILT FENCE. 6.THE MAXIMUM LENGTH OF SLOPE DRAINING TO ANY POINT ALONG THE SILT FENCE SHOULD BE 100 FT OR LESS. 7.THE MAXIMUM SLOPE PERPENDICULAR TO THE FENCE LINE SHOULD BE 1:1. 8.PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND TO ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOES OF SLOPES OR OTHER OBSTRUCTIONS. 9.TURN THE ENDS OF THE FILTER FENCE UPHILL TO CREATE A "J" SHAPE, TO PREVENT STORM WATER FROM FLOWING AROUND THE FENCE. 10.LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE WHERE FEASIBLE. 11.SILT FENCES SHOULD REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 12.REMOVE SEDIMENT WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. 6" 6" 18" OR UNTIL STABLE PONDING HEIGHT FLOW FLOW 10' MAX SPACING WITH WIRE SUPPORT FENCE 6' MAX SPACING WITHOUT WIRE SUPPORT FENCE SECTION JOINING DETAIL (TOP VIEW) END STAKE DETAIL (TOP VIEW) FIBER ROLL - ON SLOPE VERTICAL SPACING MEASURED ALONG FACE OF SLOPE VARIES BETWEEN 10'-20' OFF PAVEMENT ON PAVEMENT NOTES: 1.INSTALL ALONG SLOPE CONTOUR, PERPENDICULAR TO SLOPE DIRECTION. 2.INSTALL FROM BOTTOM OF SLOPE UP TO PREVENT ACCIDENTAL DOWNSLOPE CONTAMINATION. 3.FIBER ROLLS MUST BE ENTRENCHED 1/3 TO 1/2 HEIGHT OF ROLL TO ENSURE MAXIMUM CONTACT SURFACE AREA WITH SOIL. 4.ENSURE THAT THE FIBER ROLL MAKES GOOD CONTACT WITH THE SOIL AT ALL LOCATIONS; THERE SHALL BE NO GAPS BENEATH THE FIBER ROLL. 5.FIBER ROLLS SHALL BE STAKED IN SUCH A MANNER THAT THEY ARE NOT DISTURBED BY WIND OR SHEET FLOW RUNOFF. 6.IF MORE THAN ONE FIBER ROLL IS PLACED IN A ROW, THE ROLLS SHOULD BE OVERLAPPED A MINIMUM OF 18", NOT ABUTTED. 7.TURN THE ENDS OF THE FIBER ROLL UP SLOPE TO PREVENT RUNOFF FROM GOING AROUND THE ROLL. 8.FIBER ROLLS SHALL BE A MINIMUM 12" DIAMETER AND USED ON SLOPES LESS THAN 7%. 9.INSPECT AND MAINTAIN FIBER ROLLS DAILY AND AFTER EACH STORM EVENT. REMOVE SEDIMENT DEPOSITS WHEN DEPOSITS REACH 1/3 HEIGHT OF INSTALLED BARRIER. 4' MAX SPACING DETAIL COURTESY OF TRPA EROSION CONTROL TEAM STEEL OR WOOD POST ON CONTOUR EXTRA STRENGTH FILTER FABRIC FILTER FABRIC ATTACHED SECURELY TO UPSLOPE SIDE OF POST STEEL OR WOOD POST 36" TALL EXCAVATE 6"x6" TRENCH PLACE FABRIC AND BACKFILL STAPLE (6" SPACING VERTICALLY) INCREASE SOIL CONTACT ON UPHILL SIDE (BACKFILL) FIBER ROLL WOOD STAKES BOUND AT TOP. DRIVE STAKES UNTIL STABLE. FINISH GRADE 4" MIN. TRENCH FINISH GRADE PAVEMENT FIBER ROLL GRAVEL BAG WEIGHTS ON UN-WEIGHTED FIBER ROLL (PLACE AT ENDS AND 3' ON CENTER) DRIVE STAKES UNTIL STABLE FIBER ROLL ALIGNED ALONG CONTOUR WOOD STAKES BOUND AT TOP 18" MIN OVERLAP INSTALL FIBER ROLL NEAR SLOPE TRANSITION THREE LAYERS OF GRAVEL FILLED BAGS WITH ENDS OVERLAPPED (SEE NOTE 3) SACK TO OVERLAP ONTO SIDEWALK GAP BETWEEN SACKS ACTS AS SPILLWAY CURB INLET OR CATCH BASIN FILTER BAGS OR FILTER FABRIC IN GRATE TO ALLOW ACCUMULATION AND REMOVAL OF SEDIMENT FILTER BAGS OR FILTER FABRIC IN GRATE TO ALLOW ACCUMULATION AND REMOVAL OF SEDIMENT CURB INLET OR CATCH BASIN SANDBAGS TO OVERLAP ONTO CURB NON-WOVEN FILTER FABRIC SET UNDER DRAIN INLET GRAVEL BAG WEIGHTS AT ENDS AND 3' ON CENTER NON-WOVEN FILTER FABRIC SET UNDER DRAIN INLET WEIGHTED FIBER ROLL OR FIBER ROLL WITH GRAVEL BAGS AS WEIGHTS INLET FLOW NON-WOVEN FILTER FABRIC SET UNDER DRAIN INLET WEIGHTED FIBER ROLL OR FIBER ROLL WITH GRAVEL BAGS AS WEIGHTS SILT FENCE SCALE: N.T.S. 2 C8.1 FIBER ROLL/COIR LOG SCALE: N.T.S. 3 C8.1 DI INLET PROTECTION SCALE: N.T.S. WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. C8.1 BG MG MG 9562.000 XX/XX/19 5" AC 6" CLASS 2 AGGREGATE BASE NOTES: 1.SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. AC SECTION SCALE: N.T.S. 9" 8" 6" 1 2" 3.5" 6" 26" R=1 2" R=1 2" 8" CLASS 2 AGGREGATE BASE 4000 PSI CONCRETE DRIVEWAY CURB SCALE: N.T.S. 3" ROTATED TYPE E CURB & GUTTER SCALE: N.T.S. 6" CLASS 2 AGGREGATE BASE 6" 1" 12"14" 4000 PSI CONCRETE R=1 2" R=1 2" R=9" 26" OR 36" VALLEY GUTTER SCALE: N.T.S. 3" CLR. 8" 6" 26" OR 36" AS CALLED OUT ON PLANS 8" CLASS 2 AGGREGATE BASE 4000 PSI CONCRETE CONCRETE VALLEY GUTTER W/(3) #4 REBAR CONT. R=1 2"R=1 2" 3" CLR. 1" FOR 26" VG 1.5" FOR 36" VG PAVER SIDEWALK SCALE: N.T.S. SCARIFY AND RECOMPACT TOP 5" OF SUBGRADE TO 95% RELATIVE COMPACTION 1" THICK SAND BEDDING COURSE BASALITE PAVERS 2 1 4" (60mm) THICK NOTES: 1.WHERE (P) PAVERS ABUT (E) PAVERS INSTALL PAVER EDGING OR FLUSH CURB. 2.SUBGRADE SHALLCONSIST OF 6" MIN POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE. CONTRACTOR SHALL NOTIFY ENGINEER FOR SUBGRADE ACCEPTANCE. IF 6" OF POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE IS NOT PRESENT, CONTRACTOR SHALL OVER EXCAVATE & BACKFILL W/ 6" AGGREGATE BASE OR STRUCTURAL FILL. 3.SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. HEAVY DUTY PAVERS SCALE: N.T.S. NOTES: 1.SUBGRADE SHALL CONSIST OF 6" MIN POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE. CONTRACTOR SHALL NOTIFY ENGINEER FOR SUBGRADE ACCEPTANCE. IF 6" OR POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE IS NOT PRESENT. CONTRACTOR SHALL OVER EXCAVATE & BACKFILL W/ 6" AGGREGATE BASE OR STRUCTURAL FILL. 2.SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. VARIES (6' MIN.) 12" 6" 6" 9" #4 @ 12" O.C. EA WAY SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE COMPACTION 6" THICK, 4000 PSI CONCRETE C & G OR CURB AS INDICATED ON PLANS2 - #4 CONTINUOUS 1" SAND BEDDING COURSE 3" (60mm) PAVER 'SAKRETE PAVER SET POLYMETRIC SAND' BETWEEN JOINTS PAVERS ADJACENT TO PCC SCALE: N.T.S. INSTALL FULL BRICK ALONG ALL EDGES PAVER SIDEWALK AS CALLED OUT ON PLANS GEOTEXTILE FABRICCOMPACT SAND BEDDING COURSE TO EDGE OF CONCRETE CURB & GUTTER OR CONCRETE BAND EXTEND GEOTEXTILE FABRIC VERTICALLY 2" ALONG EDGE OF CONCRETE PAVER EDGING SCALE: N.T.S. PLANSECTION (E) SOIL RYERSON 1 4" STEEL PAVER EDGING OR EQUAL 3 8" X 10" SPIRAL SHANK STEEL SPIKE RYERSON 1 4" STEEL PAVER EDGING OR EQUAL 3 8" X 10" SPIRAL SHANK STEEL SPIKE (E) PAVERS (E)PAVERS OR SOIL PAVER PATTERN AS CALLED OUT ON PLANS5" X 8" SAILOR COURSE 1 C8.2 6" 2 C8.2 3 C8.2 9" 4 C8.2 6 C8.2 12" 7 C8.2 8 C8.2 9 C8.2 Ø4.275776 39.370079 40.314961 3.937008 6.141732 4. 7 2 4 4 0 9 TYPICAL HEEL PROOF TRENCH DRAIN SCALE: N.T.S. 10 C8.2 NOTES: 1.THE TRENCH DRAIN SHALL BE 4" WIDE BY 4" DEEP WITH STAINLESS STEEL ADA & HEEL PROOF GRATE BY DURATRENCH, STANDARDPARK, OR APPROVED EQUAL. WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. C8.2 BG MG MG 9562.000 XX/XX/19 SNOW POLE SLEEVE SCALE: N.T.S. NOTES: 1.SUBGRADE SHALL CONSIST OF 6" MIN POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE. CONTRACTOR SHALL NOTIFY ENGINEER FOR SUBGRADE ACCEPTANCE. IF 6" OF POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE IS NOT PRESENT, CONTRACTOR SHALL OVER EXCAVATE & BACKFILL W/ 6" AGGREGATE BASE OR STRUCTURAL FILL. 2.SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. 1 2" R TYP. PAVEMENT SECTION AS CALLED OUT ON PLANS SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE COMPACTION 4000 PSI CONCRETE 1 1 6" PAVER ADJACENT TO PCC PAVER SIDEWALK AS CALLED OUT ON PLANS 12" NOTES: 1.INSTALL SNOW POLES AT TOP BACK OF CURB AT ALL CURB RETURNS AND EACH SIDE OF DRIVEWAY OPENINGS. 2.NO DIRECT PAVEMENT. 6" FLUSH/RESTRAINT CURB SCALE: N.T.S. 1 1 PAVEMENT SECTION AS CALLED OUT ON PLANS C&G OR VG AS CALLED OUT ON PLANS 2.5" DIA. PVC SLEEVE 3" SNOW POLE PER TOWN OF TRUCKEE STANDARADS PAVER SIDEWALK AS CALLED OUT ON PLANS 12" TEMPORARY PATCH SCALE: N.T.S. (E) AC SAWCUTSAWCUT2" AC (NO DIRECT PAVEMENT) (E) AC 6" AGGREGATE BASE MIN. DEPTH OF AGGREGATE BASE SHALL EXTEND THE FULL DEPTH OF (E) AC AND (E) AGGREGATE BASE STANDARD DRIVEWAY SCALE: N.T.S. NOTES: 1.ALL ADJACENT CONCRETE REMOVAL SHALL BE TO NEAT SAW CUT LINES AT RIGHT ANGLES. 2.WEAKENED PLANE JOINTS SHALL BE CONSTRUCTED AT 5 FT INTERVALS. (E) 6" CLASS 2 AGGREGATE BASE OR SUBGRADE MATCH EXIST SLOPE PCC DRIVEWAY BACK EDGE OF DRIVEWAY 4000 PSI CONCRETE 1" ABOVE GUTTER 16" 6" MIN MATCH GRADE AT DRIVEWAY CONSTRUCTION JOINT (P) SIDEWALK WHERE SHOWN PAVER SIDEWALK 3' WEAKENED PLANE JOINTS AT 5' O.C. W/ EXPANSION JOINT IF NECESSARY DEPRESSED CURB GUTTER T MATCH EXIST 1 2" EXPANSION JOINT LINES FOR VISUAL PERSPECTIVE ONLY (NOT FOR CONSTRUCTION) 1 2" EXPANSION JOINT DEPRESSED CURB MATCH (E) DRIVEWAY WIDTH 12" R. (TYP.)BOTTOM OF CURB T MATCH EXIST 1 2" EXP. JOINT (BOTH SIDES) 1 C8.3 4 C8.3 3 C8.3 9 C8.3 4" ROTATED TYPE E CURB & GUTTER SCALE: N.T.S. 6" CLASS 2 AGGREGATE BASE 6" 1" 12"14" 4000 PSI CONCRETE R=1 2" R=1 2" R=9" 5 C8.3 10" 6" BATTERED CURB SCALE: N.T.S. 2 C8.3 14" 5" 6" 4" 4000 PSI CONCRETE PAVER SIDEWALK AS CALLED OUT ON PLANS PAVEMENT SECTION AS CALLED OUT ON PLANS SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE COMPACTION NOTES: 1.SUBGRADE SHALL CONSIST OF 6" MIN POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE. CONTRACTOR SHALL NOTIFY ENGINEER FOR SUBGRADE ACCEPTANCE. IF 6" OF POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE IS NOT PRESENT, CONTRACTOR SHALL OVER EXCAVATE & BACKFILL W/ 6" AGGREGATE BASE OR STRUCTURAL FILL. 2.SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. R=12" 3" BATTERED CURB SCALE: N.T.S. 7 C8.3 11" 5" 3" 4" 4000 PSI CONCRETE PAVER SIDEWALK AS CALLED OUT ON PLANS PAVEMENT SECTION AS CALLED OUT ON PLANS SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE COMPACTION NOTES: 1.SUBGRADE SHALL CONSIST OF 6" MIN POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE. CONTRACTOR SHALL NOTIFY ENGINEER FOR SUBGRADE ACCEPTANCE. IF 6" OF POORLY GRADED SAND W/ GRAVEL OR 6" AGGREGATE BASE IS NOT PRESENT, CONTRACTOR SHALL OVER EXCAVATE & BACKFILL W/ 6" AGGREGATE BASE OR STRUCTURAL FILL. 2.SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. R=12" BOLLARD6 C8.3 SCALE: N.T.S. PAVER SIDEWALK 18"Ø 6"Ø 3' 3' 3' 6" TRANSITION CURB HEIGHT OVER 3' FLUSH CURB (DEPRESSED) STANDARD 6" CURB HEIGHT (UNLESS OTHERWISE NOTED) SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE COMPACTION 4000 PSI CONCRETE CURB TRANSITION SCALE: N.T.S. 8 C8.3 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. C8.3 BG MG MG 9562.000 XX/XX/19 DRAIN INLET - 36" x 36" BOX SCALE: N.T.S. 1 C8.4 1' 1' PLAN VIEW 3' - 4 " 1'-115 8" CALTRANS GRATE 24-13, SEE STD PLAN D77B 1' FLOWLINE STORMDRAIN MANHOLE FRAME & COVER SCALE: N.T.S. 2 C8.4 STORMDRAIN MANHOLE SCALE: N.T.S. 3 C8.4 18" 4'-0" OR 4'-4" 4'-0" OR 4'-4" 36"36" TYPE G2 CURB INLET CALTRANS G2 DRAINAGE INLET 1'-115 8" 8" 6"6"12" SUMP SIDEWALK C&G PER PLAN PAVEMENT CALTRANS GRATE 24-13 SEE STD PLAN D77B SAME SLOPE AS GUTTER GROUT ALL PENETRATIONS (3) 2" PVC DRAIN HOLES 12" DRAIN ROCK FILLET 3' REFER TO CALTRANS TYPE G2 FOR REBAR SECTION A-A NOTES: 1.ALL GRATES SHALL BE H-20 TRAFFIC RATED AND BICYCLE SAFE. A A WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. C8.4 BG MG MG 9562.000 XX/XX/19 1 C8.5 2 C8.5 3 C8.5 4 C8.5 5 C8.5 6 C8.5 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. C8.5 BG MG MG 9562.000 XX/XX/19 1 C8.6 2 C8.6 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. C8.6 BG MG MG 9562.000 XX/XX/19 TYPICAL ACCESSIBLE RAMP DETAILS SCALE: N.T.S. 4 C8.7 1 C8.7 2 C8.7 3 C8.7 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S DE T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. C8.7 BG MG MG 9562.000 XX/XX/19 NOTES: 1.VERIFY EX SUBGRADE CONSISTS OF 6" MIN. POORLY GRADED SAND w/ GRAVEL OR 6" AGGREGATE BASE. IF 6" OF POORLY GRADED SAND w/ GRAVEL OR 6" AGGREGATE BASE IS NOT PRESENT, OVER EXCAVATE & BACKFILL w/ 6" AGGREGATE BASE OR STRUCTURAL FILL. 2.SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. 3.SEE CIVIL DRAWINGS FOR ANY ADDITIONAL SUBGRADE PREPARATION REQUIREMENTS. WALL SECTION SCALE: N.T.S. 1 S1 NOTES: 1.THIS DETAIL DOES NOT DEPICT WALL SURFACE TREATMENT OR HANDRAILS/SAFETY RAILS. WALL ELEVATION DETAIL SCALE: N.T.S. 2 S1 NOTES: 1.SAFETY RAIL SHALL BE POWDER COAT 'CA 8010'. TYPICAL SAFETY RAIL ELEVATION SCALE: N.T.S. 3 S1 HANDRAIL DETAIL SCALE: N.T.S. 4 S1 NOTES: 1.HANDRAIL SHALL BE POWDER COAT 'CA 8010'. HANDRAIL ELEVATION SCALE: N.T.S. 5 S1 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S ST R U C T U R A L D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. S1.0 BG MG MG 9562.000 XX/XX/19 6 " S.A.D. S. A . D . M I N . LANDING SLAB 1' - 0 " 8"#4 MIN. 18" LAP TOP & BOTTOM CONTINUOUS 6" MIN. 8" 8" SLIP DOWELS AT 24" o.c. STAIR TREADS BEYOND FACE OF STAIR SIDE STAIR CHEEK WALL #4's @ 12"o.c. EA. WAY BEND #4 AS SHOWN 3" CL R . BOTTOM OF CHEEK WALL WHERE OCCURS EXTEND HOOK TO WITHIN 3" CLEAR OF FACE OF FOOTING CONC. STEM WALL w/ #4 VERTS @ 16"o.c., CENTERED (2) #4 CONT. 6" AGGREGATE BASE COURSE, SEE GEOTECHNICAL REPORT 1' - 0 " 3" CL R . 1'-4" 3" CLR. #4 DOWELS @ 18"o.c.24" 24" ALTERNATE HOOK 5"6"5" #4 CONT. HORIZ AT 12" O.C. EXTERIOR SLAB SEE ARCH DWGS 8" 2' - 0 " MI N . 2' - 0 " ± SLOPED BOTTOM OF STAIR EXTERIOR SLAB SEE ARCH DWGS TYPICAL CONCRETE STEPS ON GRADE SCALE: N.T.S. 1 S2 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S ST R U C T U R A L D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. S2.0 BG MG MG 9562.000 XX/XX/19 VAN WB WB WB STO P DI UB WA T E R SPI G O T RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' 2 4 " C M P 2 4 " C M P WB 1 7 3 0 3 0 4 8 P U L L 3048 PULL WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L1.0 AH AH DM 21034 SI T E F U R N I S H I N G S P L A N FOR LEGEND AND NOTES SEE SHEET L1.3 WB WB WB WB 3 0 4 8 P U L L 2 4 3 6 P U L L 3048 PULL 3X5 PULL AMP TDPUD 3PH XFRMR 3048 PULL 612TD VAULT 3048 PULL 3048 PULL WB WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L1.1 21034 SI T E F U R N I S H I N G S P L A N FOR LEGEND AND NOTES SEE SHEET L1.3 PATIO ENLARGEMENT LEGEND AH AH DM VAN WB WB 14" DI WB UB UB 2436 PULL PAD MNTD SWTCH 577TD VAULT 3X 5 PU L L WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L1.2 21034 SI T E F U R N I S H I N G S P L A N FOR LEGEND AND NOTES SEE SHEET L1.3 PATIO ENLARGEMENT AH AH DM WB WB WB 14' DI DI 4 ' W I D E I N T E R C E P T O R RIM = 5 8 1 4 . 3 ' FL 1 2 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM = 5 8 1 3 . 9 ' BOT T O M = 5 8 0 7 . 3 ' BOT T O M = 5 8 0 6 . 6 ' 12" C P P FL O U T EL= 5 8 1 2 . 3 ' RIM = 5 8 1 4 . 8 ' 12" C P P FL I N EL= 5 8 1 2 . 4 ' ICV B ICV SITE FURNISHINGS LEGEND WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L1.3 21034 SI T E F U R N I S H I N G S P L A N SITE FURNISHINGS NOTES AH AH DM WB WB WB STO P DI UB WA T E R SPI G O T RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' 2 4 " C M P 2 4 " C M P WB 1 7 3 0 3 0 4 8 P U L L 3048 PULL M2 BF2 MV2 112"1" 1" 3 4" B FS2 1" WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L2.0 21034 IR R I G A T I O N P L A N NO IRRIGATION WORK IN THIS SECTION FOR LEGEND SEE SHEET L2.2 NOTES SEE SHEET L2.1 AH AH DM WB WB 14" DI WB UB UB 2436 PULL PAD MNTD SWTCH 577TD VAULT 3X 5 PU L L M1 BF1 MV1 1" 11 4" 114" 1" 3 4" A FS1 114" 3 4" 11 4" 3 4" WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L2.1 21034 IR R I G A T I O N P L A N NO IRRIGATION WORK IN THIS SECTION FOR LEGEND SEE SHEET L2.2 NOTES SEE SHEET L2.1 AH AH DM WB WB WB 14' DI DI 4 ' W I D E I N T E R C E P T O R RIM = 5 8 1 4 . 3 ' FL 1 2 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM = 5 8 1 3 . 9 ' BOT T O M = 5 8 0 7 . 3 ' BOT T O M = 5 8 0 6 . 6 ' 12" C P P FL O U T EL= 5 8 1 2 . 3 ' RIM = 5 8 1 4 . 8 ' 12" C P P FL I N EL= 5 8 1 2 . 4 ' ICV B ICV 3 4" MV1 MV2 BF1 BF2 A B FS1 FS2 M1 M2 IRRIGATION SCHEDULE WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L2.2 21034 IR R I G A T I O N P L A N NO IRRIGATION WORK IN THIS SECTION AH AH DM WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 L2.3 AH AH DM 21034 IR R I G A T I O N P L A N VAN WB WB WB STO P DI UB WA T E R SPI G O T RIM EL= 5 8 2 0 . 8 ' 24" C M P FL O U T EL= 5 8 1 5 . 7 ' 24" C M P FL I N EL= 5 8 1 5 . 8 ' BOT T O M EL= 5 8 1 4 . 6 ' 2 4 " C M P 2 4 " C M P WB 1 7 3 0 3 0 4 8 P U L L 3048 PULL WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L3.0 XX XX XX 21034 PL A N T I N G P L A N WB WB WB WB 3 0 4 8 P U L L 2 4 3 6 P U L L 3048 PULL 3X5 PULL AMP TDPUD 3PH XFRMR 3048 PULL 612TD VAULT 3048 PULL 3048 PULL PLANT SCHEDULE B A WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L3.1 XX XX XX 21034 PL A N T I N G P L A N VAN WB WB 14" DI WB UB UB 2436 PULL PAD MNTD SWTCH 577TD VAULT 3X 5 PU L L B A A A A A A A B WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L3.2 XX XX XX 21034 PL A N T I N G P L A N WB WB WB 14' DI DI 4 ' W I D E I N T E R C E P T O R RIM = 5 8 1 4 . 3 ' FL 1 2 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM = 5 8 1 3 . 9 ' BOT T O M = 5 8 0 7 . 3 ' BOT T O M = 5 8 0 6 . 6 ' 12" C P P FL O U T EL= 5 8 1 2 . 3 ' RIM = 5 8 1 4 . 8 ' 12" C P P FL I N EL= 5 8 1 2 . 4 ' ICV B ICV WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 LOOK FOR TRAINS LOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT MILL STREET PARKING LOT WEST RIVER STREET L3.3 XX XX XX 21034 PL A N T I N G P L A N 1 L4.0 LANDSCAPE BOULDERS SECTION WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 DE T A I L S L4.0 21034 AH AH DM WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 DE T A I L S L4.1 21034 AH AH DM WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 DE T A I L S L4.2 21034 AH AH DM WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 BY DE S C R I P T I O N DA T E RE V 0 IF NOT ONE INCH ON THIS SHEET, WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S NE V A D A C O U N T Y TO W N O F T R U C K E E 60 % P L A N S NO T F O R C O N S T R U C T I O N Ma y , 1 8 t h 2 0 2 2 www.callanderassociates.com 12150 Tributary Point Drive, Suite 140 Gold River, CA 95670 T 916.985.4366 DE T A I L S L4.3 AH AH DM 21034 LIGHTING FIXTURE SCHEDULE DRAWING SCHEDULE GENERAL NOTES ELECTRICAL ABBREVIATIONS ELECTRICAL SYMBOLS DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING 681 Sierra Rose Drive, Suite B Reno, NV 89511 775.826.9010 4601 DTC Boulevard, Suite 740 Denver, CO 80237 720.481.3290 pkelectrical.com TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A PR E L I M I N A R Y 6 0 % P L A N S NO T F O R C O N S T R U C T I O N MA Y 2 0 2 2 NO SCALE BCD BCD KDP 19096 EL E C S Y M B O L S A N D F I X T U R E S C H E D E0 WV WV WB WB WB WB STO P WB UB WB WA T E R SPI G O T WB WEST RIVER STREET S T SSC O SSC O SSC O SSC O VAN WV WV WB WB WB WB STO P WB UB WB WA T E R SPI G O T WB WEST RIVER STREET S T SSC O SSC O SSC O SSC O DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING 681 Sierra Rose Drive, Suite B Reno, NV 89511 775.826.9010 4601 DTC Boulevard, Suite 740 Denver, CO 80237 720.481.3290 pkelectrical.com TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A PR E L I M I N A R Y 6 0 % P L A N S NO T F O R C O N S T R U C T I O N MA Y 2 0 2 2 NO SCALE BCD BCD KDP 19096 LI G H T I N G P L A N E1 SHEET NOTES WVWV WV WB WB WB WB WB 14' DI 14" DI WEST RIVER STREET WV WV WB PAVERS DECKPAVERS RAMP PAVERS UB WB UB BOX ELEC. ICV B ICV ELE C . RIS E R BM=5817.1'BM=5816.5' S I I S S S D D GV S S C O SSC O VAN WVWV WV WB WB WB WB WB 14' DI 14" DI WEST RIVER STREET WV WV WB PAVERS DECKPAVERS RAMP PAVERS UB WB UB BOX ELEC. ICV B ICV ELE C . RIS E R BM=5817.1'BM=5816.5' S I I S S S D D GV S S C O SSC O DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING 681 Sierra Rose Drive, Suite B Reno, NV 89511 775.826.9010 4601 DTC Boulevard, Suite 740 Denver, CO 80237 720.481.3290 pkelectrical.com TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A PR E L I M I N A R Y 6 0 % P L A N S NO T F O R C O N S T R U C T I O N MA Y 2 0 2 2 NO SCALE BCD BCD KDP 19096 LI G H T I N G P L A N E2 SHEET NOTES B E3 TYP 12" TRENCH DETAIL SCALE:NONE LUMINAIRE DIMENSIONS TYPE L1TYPE L2 C E3 LIGHT POLE DETAILS SCALE:NONE A E3 SCALE: POLE BASE - FLUSH NONE ONELINE DIAGRAM SCALE: D E3 NONE Meets Specifications: Caltrans 3-1/2(T) and NDOT 3-1/2(T) Standard Hex-Head Bolts Included Lifting Hole Steel Diamond Plate Bolt Down Lid HT1017-L01 Compare to: Christy B1017 Brooks Products 3-1/2-T Box HT1017-B 10"x17" (Nominal I.D.) ®Steel Traxplate (Slip Resistant Surface) Bolt Down Lid HT1017-L03 ® ® Galvanized Steel Welded Frame TYPE 3.5 PULL BOX SCALE: F E3 NONE LIGHTING CONTROL DIAGRAM SCALE: E E3 NONE DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING 681 Sierra Rose Drive, Suite B Reno, NV 89511 775.826.9010 4601 DTC Boulevard, Suite 740 Denver, CO 80237 720.481.3290 pkelectrical.com TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A PR E L I M I N A R Y 6 0 % P L A N S NO T F O R C O N S T R U C T I O N MA Y 2 0 2 2 NO SCALE BCD BCD KDP 19096 EL E C T R I C A L D E T A I L S E3 PARKING/LOADING ZONE DEPENDA B L E T O W REMOVE EXISTING POLE REMOVE OH CATV REMOVE OH ELEC (PRI) OH ELEC (SEC, NOT USED) OH TELE OH CATV REMOVE EXISTING POLE AND SINGLE PHASE TRANSFORMER (BY OTHERS) REMOVE EXISTING POLE AND 3 PHASE TRANSFORMERS (BY OTHERS) TDPUD 3048 COMM PULLBOX ATT 3048 PULLBOX CATV 2436 PULLBOX TDPUD THREE PHASE TRANSFORMER PAD JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 1-4" TDPUD SEC POWER 2-2" TDPUD COMM 4-4" AT&T 1-2" AT&T 1-4" CATV 1-2" CATV JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV JOINT TRENCH 2-3" TDPUD SEC POWER 2-2" AT&T 2-1" CATV JOINT TRENCH 1-3" TDPUD SEC POWER 1-2" AT&T 1-1" CATV TDPUD 3048 SECONDARY PULLBOX ATT 2'X3' PULLBOX CATV 1730 PULLBOX INSTALL 5TH JAN ADAPTOR IN EXISTING SERVICE ENTRANCE EXISTING POLE TO REMAIN. INSTALL END OF RUN GUY. INSTALL POWER, COMM, TELE, AND CATV RISERS. TDPUD 612TD VAULT TDPUD 3048 COMM AT&T 3X5 VAULT CATV 3048 PULLBOX & CONNECT TO POLE RISERS INSTALL @ EACH BUILDING: 1- 3048 TDPUD SECONDARY PULLBOX 1- 2X3' ATT PULLBOX 1- 1730 CATV PULLBOX REF. DETAIL FOR POWER SERVICE CONNECTION AT EACH BUILDING SURFACE IMPROVEMENTS SHOWN ARE BY OTHERS AND NOT A PART OF THIS CONTRACT (TYP WEST OF MILL STREET) TDPUD JUNCTION ENCLOSURE 5 UD1.0 5 UD1.0 2 UD1.0 6 UD2.0 7 UD2.0 7 UD2.0 8 UD2.0 1 UD3.0 7 UD2.0 6 UD2.0 5 UD1.0 5 UD1.0 7 UD2.0 6 UD2.0 . Know what's below. Call before you dig EXISTING UTILITIES LEGEND EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEAD TELEPHONE EXISTING TELEPHONE EXISTING UNDERGROUND CATV EXISTING OVERHEAD CATV EXISTING OVERHEAD WIRE EXISTING GAS EXISTING X" GAS (STEEL) EXISTING X" GAS (POLYETHYLENE) EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING X" STORM DRAIN (CMP) EXISTING WATER SERVICE EXISTING X" WATER (DUCTILE IRON) EXISTING FIBER OPTIC PROPOSED UTILITIES LEGEND NOTE: SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 20' U1.0 BG BQ BQ 9562.000 VAN PARKING/ LOAD I N G Z O N E WV WV WB WB WB WB STO P WB UB WB WAT E R SPI G O T WB S S T SSC O SSC O SSC O SSC O 10199 W RIVER ST APN 019-130-06 10191 W RIVER ST APN 019-130-50 10187 W RIVER ST APN 019-130-51 10175 W RIVER ST APN 019-130-52 10167 W RIVER ST APN 019-130-48 10153 W RIVER ST GARDEN FOLLY BUILDING APN 019-090-35 10145 W RIVER ST APN 019-090-34 10131 W RIVER ST APN 019-090-002 M I L L S T R E E T W. RIVER STREET EXISTING POLE TO BE REMOVED BY OTHERS TDPUD 3048 PULLBOX TDPUD 3048 SEC PULLBOX AT&T 2'X3' PULLBOX REF. DETAIL FOR POWER SERVICE CONNECTION @ EACH BUILDING PULLBOX AT SERVICE ENTRANCE ON BUILDING INSTALL 4" AT&T CONDUIT. CONDUIT TO CROSS 12" ABOVE KINDER MORGAN PIPELINE CATV AMPLIFIER & POWER PEDESTAL JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 1-3" TDPUD SECONDARY 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV REMOVE EXISTING POLE AND TRANSFORMER 10141 W RIVER ST APN 019-090-33 JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-4" TDPUD SEC POWER 2-3" TDPUD SEC POWER 2-2" TDPUD COMM 4-4" ATT 1-4" CATV EXISTING POLE TO REMAIN FOR INTERBUILDING POWER DISTRIBUTION. INSTALL 4" ATT RISER ON EXISTING POLE. ATT 35TA PULLBOX 3048 CATV PULLBOX REMOVE OH ELEC (PRI) OH ELEC (SEC) OH TELE (COPPER) OH TELE (FIBER) OH CATV REMOVE OH ELEC (PRI) OH TELE (COPPER) OH TELE (FIBER) OH CATV EXISTING POLE TO BE REMOVED BY OTHERS REMOVE OH ELEC, TELE AND CATV FLYERS REMOVE OH ELEC (SEC, NOT USED) REPLACE EXISTING POLE (DUE TO CONDITION) INSTALL END OF RUN GUY INSTALL RISERS: 1-4" TDPUD PRI 1-2" TDPUD COMM 1-4" ATT 1-2" CATVPOLE TO BE REMOVED BY OTHERS REMOVE OH ELEC (PRI) REMOVE EXISTING POLE AND 3 PHASE TRANSFORMERS (BY OTHERS) TDPUD 3 PHASE TRANSFORMER PAD w/ BOLLARDS TDPUD 2436 COMM PULLBOX ATT 3048 PULLBOX CATV 1730 PULLBOX JOINT TRENCH 2-4" TDPUD PRI POWER 1-2" TDPUD COMM 1-4" AT&T 1-2" CATV 1-3" TDPUD SEC POWER 1-4" TDPUD SEC POWER 1-4" AT&T TDPUD 3048 PULLBOX 1-3" TDPUD SEC POWER JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 1-3" TDPUD SEC POWER 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV WAREHOUSE WAREHOUSE UPRR CREW HOUSE CREW HOUSE EXISTING POLE TO BE REMOVED (BY OTHERS) FUTURE MILL ST PARKING LOT JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV SURFACE IMPROVEMENTS SHOWN ARE BY OTHERS AND NOT A PART OF THIS CONTRACT (TYP WEST OF MILL STREET) 3048 TDPUD SEC PULLBOX TDPUD JUNCTION ENCLOSURE TDPUD 2346 COMM PULLBOX ATT 3048 PULLBOX CATV 1730 PULLBOX REMOVE OH ELEC AND TELE 7 UD2.0 5 UD1.0 5 UD1.0 8 UD2.0 7 UD2.0 5 UD1.0 7 UD2.0 6 UD4.0 5 UD1.0 TDPUD 3 PHASE TRANSFORMER PAD w/ BOLLARDS JOINT TRENCH 2-4" TDPUD PRI POWER 2-4" TDPUD SEC POWER 3-3" TDPUD SEC POWER 2 UD1.0 6 UD2.0 7 UD2.0 7 UD2.0 6 UD2.0 7 UD2.0 2 UD1.0 . Know what's below. Call before you dig WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 20' U2.0 BG BQ BQ 9562.000 BLOWUP 1 NOTE: UNDERGROUND TERMINATION LOCATIONS SHOWN AT MILL ST AND BRIDGE ST ASSUME UTILITY UNDERGROUNDING WILL BE PERFORMED FOR THE W. RIVER ST. STREETSCAPE PROJECT ONLY. IF THE UNDERGROUNDING IS TO INCLUDE BOTH THE BRIDGE ST. INTERSECTION AND W. RIVER PARK PROJECTS UTILITY UNDERGROUNDING DESIGN SHALL BE REVISITED. EXISTING UTILITIES LEGEND EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEAD TELEPHONE EXISTING TELEPHONE EXISTING UNDERGROUND CATV EXISTING OVERHEAD CATV EXISTING OVERHEAD WIRE EXISTING GAS EXISTING X" GAS (STEEL) EXISTING X" GAS (POLYETHYLENE) EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING X" STORM DRAIN (CMP) EXISTING WATER SERVICE EXISTING X" WATER (DUCTILE IRON) EXISTING FIBER OPTIC PROPOSED UTILITIES LEGEND NOTE: SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) CATV 3048 PULLBOX TDPUD 3048 COMM PULLBOX AT&T 466TA VAULT 612TD VAULT 7 UD2.0 1 UD3.0 4 UD6.0 VAN WVWV WV WB WB WB WB 6" DI 8" DIWV WV WB UB WB UB BOX ELEC. CENTER LINE OF UPRR RIGHT OF WAY S S S D GV SSC O S S C O SSC O 10131 W RIVER ST APN 019-090-32 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 10101 W RIVER ST APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 10090 W RIVER ST APN 019-090-45 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10039 W RIVER ST APN 019-090-23 W. RIVER STREET W. RIVER STREET SHED REMOVE EXISTING POLE AND CATV AMPLIFIER 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 TDPUD 612 VAULT TDPUD 3048 COMM PULLBOX 1-3" TDPUD SECONDARY CONDUIT TO TERMINATE IN EXISTING 1730 PULLBOX ATT 2436 PULLBOX OVER EXISTING CONDUIT AT&T 2436 PULLBOX 1-2" ATT TO CROSS 12" ABOVE KINDER MORGAN PIPELINE EXISTING AT&T SAI BOX TO REMAIN JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 1-2" TDPUD COMM 4-4" AT&T 1-4" CATV JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 1-3" TDPUD SECONDARY 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV REMOVE EXISTING POLE AND TRANSFORMER 10141 W RIVER ST APN 019-090-33 PROPERTY LINE (TYP) EXISTING POLE TO REMAIN INSTALL 4" ATT RISER ON REMOVE EXISTING POLE 5 UD1.0 OH UPRR COMM TO REMAIN CATV 2436 PULLBOX 1-1" CATV TO CONNECT TO EXISTING BUILDING UPRR CREW HOUSE THE STATION ATT 35TA PULLBOX AND TDPUD 577 VAULT INTERCEPT EXISTING PRI POWER & SAI CONDUITS TO JAX DINER TRANSFORMER w/ 1-4" TDPUD PRI 2-4" ATT 6 UD2.0 6 UD2.0 5 UD1.0 5 UD1.0 2 UD3.0 8 UD2.0 TDPUD PAD MOUNTED SWITCH w/ BOLLARDS JOINT TRENCH 2-6" TDPUD PRI 4-4" TDPUD PRI TRENCH TO CROSS 12" BELOW KINDER MORGAN PIPELINE 5 UD1.0 6 UD2.0 . Know what's below. Call before you dig EXISTING UTILITIES LEGEND EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEAD TELEPHONE EXISTING TELEPHONE EXISTING UNDERGROUND CATV EXISTING OVERHEAD CATV EXISTING OVERHEAD WIRE EXISTING GAS EXISTING X" GAS (STEEL) EXISTING X" GAS (POLYETHYLENE) EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING X" STORM DRAIN (CMP) EXISTING WATER SERVICE EXISTING X" WATER (DUCTILE IRON) EXISTING FIBER OPTIC PROPOSED UTILITIES LEGEND NOTE: SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 20' U3.0 BG BQ BQ 9562.000 WB WV WV WV WV WV WV WV WV WB WB WB WB WB WB WB WB UBUBUB STO P STO P 14 ' D I 14 ' ' D I 8" DI 24 " D I 24" DI 6" DI 6 " D I 8" DI 8" DI EM UB UB ICV B ICV S I I S S S S S S D D D GGV S S C O SSC O SS C O WV 10075 W RIVER ST APN 019-090-26 10069 W RIVER ST OLD TONINI HOUSE APN 019-090-25 10055 W RIVER ST APN 019-090-24 10039 W RIVER ST APN 019-090-23 10015 W RIVER ST TAHOE UNIVERSITY APN 019-150-04 10009 W RIVER ST APN 019-150-08 10144 W RIVER ST JAX DINER W. RIVER STREET BR I D G E S T R E E T REMOVE EXISTING POLE AND CATV AMPLIFIER 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 EXISTING AT&T SAI BOX TO REMAIN JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV REMOVE OH ELECTRIC (PRI) OH ELECTRIC (SEC) OH TELE (COPPER) OH TELE (FIBER) OH CATV JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD SEC 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV OH UPRR COMM TO REMAIN EX. AT&T 612 VAULT JOINT TRENCH 1-6" TDPUD PRI 1-4" TDPUD PRI 1-2" TDPUD COMM 1-4" CATV INSTALL NEW POLE w/ GUY TO TRANSITION TDPUD POWER & COMM AND CABLE TV FROM UNDERGROUND TO AERIAL EXISTING POLE WITH AT&T CABLING AND ATTACHING HARDWARE TO REMAIN FOR TRANSITION FROM UNDERGROUND TO AERIAL 5 UD1.0 5 UD1.0 8 UD2.0 5 UD1.0 4-4" ATT CONDUITS TDPUD 612TD VAULT ATT 35TA PULLBOX1 UD3.0 . Know what's below. Call before you dig EXISTING UTILITIES LEGEND EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC EXISTING UNDERGROUND TELEPHONE EXISTING OVERHEAD TELEPHONE EXISTING TELEPHONE EXISTING UNDERGROUND CATV EXISTING OVERHEAD CATV EXISTING OVERHEAD WIRE EXISTING GAS EXISTING X" GAS (STEEL) EXISTING X" GAS (POLYETHYLENE) EXISTING SANITARY SEWER EXISTING STORM DRAIN EXISTING X" STORM DRAIN (CMP) EXISTING WATER SERVICE EXISTING X" WATER (DUCTILE IRON) EXISTING FIBER OPTIC PROPOSED UTILITIES LEGEND NOTE: SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 20' U4.0 BG BQ BQ 9562.000 NOTE: UNDERGROUND TERMINATION LOCATIONS SHOWN AT MILL ST AND BRIDGE ST ASSUME UTILITY UNDERGROUNDING WILL BE PERFORMED FOR THE W. RIVER ST. STREETSCAPE PROJECT ONLY. IF THE UNDERGROUNDING IS TO INCLUDE BOTH THE BRIDGE ST. INTERSECTION AND W. RIVER PARK PROJECTS UTILITY UNDERGROUNDING DESIGN SHALL BE REVISITED. 1 UD1.0 UBOX-S3 PUD COMMUNICATION BOX SCALE: N.T.S. 2 UD1.0 SCALE: N.T.S. 3 UD1.0 SCALE: N.T.S. 4 UD1.0 SCALE: N.T.S. 6 UD1.0 SCALE: N.T.S. 7 UD1.0 SCALE: N.T.S. 8 UD1.0 SCALE: N.T.S. 5 UD1.0 UTP-S3 TRANSFORMER PAD UV-S1 PRIMARY ELECTRIC VAULT INSTALLATION UV-S1 PRIMARY ELECTRIC VAULT LAYOUT UT-S1 JOINT TRENCH CONSTRUCTION DETAILS UT-S2 JOINT TRENCH CONSTRUCTION DETAILS UBP-S1 BARRIER POST LAYOUT GUIDE UBP-S2 BARRIER POST CONSTRUCTION DETAILS WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. UD1.0 JK MG MG 9562.000 5 UD2.0 PAD MOUNTED SWITCH PAD SCALE: N.T.S. 6 UD2.0 AT&T 2'-0" x 3'-0" PULLBOX SCALE: N.T.S. 7 UD2.0 AT&T 3048 PULLBOX SCALE: N.T.S. 8 UD2.0 AT&T 3'-0" x 5'-0" PULLBOX SCALE: N.T.S. 1 UD2.0 SCALE: N.T.S. 2 UD2.0 SCALE: N.T.S. 3 UD2.0 SCALE: N.T.S. 4 UD2.0 SCALE: N.T.S. UR-S RISER POLE CONSTRUCTION UP-1 GENERAL CLEARANCE REQUIREMENTS USWP-S2 PADMOUNT SWITCH PAD-LARGE UJ3S-S STEEL JUNCTION ENCLOSURE (JE) PAD WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. UD2.0 JK MG MG 9562.000 612TD 2 UD3.0 577TD SCALE: N.T.S. 3 UD3.0 HT1730 TRAFFIC BOX SCALE: N.T.S. 4 UD3.0 HT3048 TRAFFIC BOX SCALE: N.T.S. 1 UD3.0 5 UD4.0 AT&T GROUNDING DETAIL SCALE: N.T.S. 6 UD3.0 KINDER MORGAN PIPELINE PROTECTION SCALE: N.T.S. COMMON TRENCH CONSTRUCTION NOTES: 1.CONTRACTOR TO NOTIFY AND FOLLOW ALL KINDER MORGAN CONSTRUCTION REQUIREMENTS WHEN WORKING IN VICINITY OF PETROLEUM PIPELINE. 2.WHEN CONSTRUCTING COMMON TRENCH IN VICINITY OF EXISTING UTILITIES NOTIFY UTILITY PROVIDER IF SEPARATION REQUIREMENTS CANNOT BE MET. 3.POTHOLE EXISTING UTILITIES AT CROSSING LOCATIONS TO SATISFACTION OF UTILITY PROVIDER AND TOWN OF TRUCKEE PRIOR TO CONSTRUCTION IMPROVEMENTS. WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. UD3.0 JK MG MG 9562.000 2 UD4.0 SCALE: N.T.S. 3 UD4.0 SCALE: N.T.S. 4 UD4.0 SCALE: N.T.S. 1 UD4.0 UTILITY SERVICE CONNECTION 10250 WEST RIVER ST. UTILITY SERVICE CONNECTION 10150 WEST RIVER ST. BLDG "A" UTILITY SERVICE CONNECTION 10150 WEST RIVER ST. BLDG "B" UTILITY SERVICE CONNECTION 10262 WEST RIVER ST. FILL ABOVE BEDDING BEDDING SAND BY LOCATION EXISTING CROSSING PIPELINE (WATER, NATURAL GAS, SEWER, KINDER MORGAN). WHEN NEW POWER CONDUIT COVER AND SEPARATION REQUIREMENTS CANNOT BE MET BY GOING ABOVE CROSSING PIPELINE, NEW CONDUITS SHALL BE INSTALLED BELOW EXISTING 24 " M I N . 12 " M I N . 24" MIN. 12 " M I N . 18" MIN. 12" M I N . 12 " M I N . 48 ' M I N . ( P R I M A R Y P O W E R ) MA Y B E R E D U C E D T O 4 2 " B Y T D P U D D U E T O SE P A R A T I O N C O N F L I C T S W I T H P R I O R A P P R O V A L C TV P P G W T TT T KM 120" MIN. NOTES (COMMON) P-TDPUD POWER C-TDPUD COMMUNICATIONS TV-SUDDENLINK CABLE W-NATURAL GAS T-AT&T TELEPHONE KM-KINDER MORGAN PIPELINE BEDDING SAND PER TDPUD 5 UD4.0 UTILITY COMMON TRENCH SEPARATION REQUIREMENTS SCALE: N.T.S. 6 UD4.0 METER/MAIN/SERVICE PEDESTAL SCALE: N.T.S. EXISTING CROSSING PIPELINE OR CONDUITS (WATER, NATURAL GAS, SEWER KINDER MORGAN PIPELINE) REMOVE EXISTING RISER AND CAP OFF. REROUTE SE CONDUCTORS TO THE NEW UG TERMINATION ENCLOSURE 2" ENTRANCE TO THE EXIST METER MAIN NEW 200 AMP 3PH UG TERMINATION ENCLOSURE 3" RMC & RMC SWEEP 3" RMC & RMC SWEEP NEW 100 AMP 1PH UG TERM ENCLOSURE SEALABLE WIREWAY 3" PVC40 TO TDPUD PULL BOX INTERCEPT EXIST RISER AND RE-ROUTE EXISTING SE CONDUCTORS INTO THE NEW UG TERM ENCLOSURE REMOVE EXISTING 100 AMP METER MAIN AND SE RISER 1 1/2 RMC w/100 AMP CONDUCTORS TO INTERCEPT EXISTING MAIN FEEDER (MUST KEEP ABOVE THE 18" CLASSIFIED AREA NEW Service will now be 100 AMP 120/208 vs 120/240 3ph INTERCEPT EXISTING FEEDER CLASSIFIED AREA EXTENDS 20' FROM DISPENSERS 3" RMC RISER AND SWEEP WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. UD4.0 JK MG MG 9562.000 1 UD5.0 UTILITY CROSSING (STA -4+70) 4 UD5.0 UTILITY CROSSING (STA 4+78) 2 UD5.0 UTILITY CROSSING (STA -0+20)3 UD5.0 UTILITY CROSSING (STA 3+85) SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. SCALE: N.T.S. PROPOSED JOINT TRENCH (TYP) EXISTING GRADE (TYP) 1 - 4"Ø ATT CONDUIT FROM JOINT TRENCH TO PULL BOX 1 - 4"Ø TDPUD SECONDARY CONDUIT FROM JOINT TRENCH TO PULL BOX 1-1/4° BENDS (TYP) PROPOSED TDPUD & ATT PULL BOXES 12" MIN EXISTING 8"Ø KINDER MORGAN PIPELINE VERIFY DEPTH OF ALL EXISTING UTILITIES EXISTING 8"Ø KINDER MORGAN PIPELINE EXISTING STORM DRAIN (VERIFY DIAMETER) EXISTING 2"Ø & 8"Ø NATURAL GAS SWEEPS FOR DIRECTION CHANGE (TYP) EXISTING J-POLE TO REMAIN EXISTING GRADE (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES PROPOSED 612 TDPUD VAULT 12" MIN 12" MIN PROPOSED ATT, CATV & TDPUD COMM CONDUITS POWER, PHONE & CATV RISERS PROPOSED 6"Ø & 4"Ø PRI POWER CONDUITS PROPOSED JOINT TRENCH (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES EXISTING GRADE (TYP) 12" MIN EXISTING 8"Ø KINDER MORGAN PIPELINE 12" MIN 12" MIN EXISTING 2"Ø & 8"Ø NATURAL GASEXISTING 8"Ø WATER 2 - 2"Ø ATT & 1 - 1"Ø CATV TO BUILDINGS FROM PULL BOXES 2 - 3"Ø TDPUD SECONDARY CONDUITS FROM TRANSFORMER TO BUILDINGS VERIFY DEPTH OF ALL EXISTING UTILITIES EXISTING GRADE (TYP) PROPOSED JOINT TRENCH (TYP) PROPOSED 1 - 3"Ø TDPUD SECONDARY CONDUIT FROM TRANSFORMER/J-T TO PULL BOX EXISTING 8"Ø KINDER MORGAN PIPELINE 12" MIN EXISTING ATT (VERIFY NUMBER OF CONDUITS) PROPOSED TDPUD 3048 PULLBOX 10' FROM KINDER MORGAN PIPELINE TO PULL BOXES 10' FROM KINDER MORGAN PIPELINE TO PULL BOXES 6 UD5.0 UTILITY CROSSING (STA 5+32) SCALE: N.T.S. EXISTING GRADE (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES PROPOSED ATT 35TA PULL BOX 12" MIN EXISTING 8"Ø KINDER MORGAN PIPELINE 1 - 4"Ø ATT CONDUIT FROM PULL BOX TO EXISTING J-POLE 5 UD5.0 UTILITY CROSSING (STA 5+20) SCALE: N.T.S. EXISTING GRADE (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES PROPOSED JOINT TRENCH (TYP) EXISTING 8"Ø KINDER MORGAN PIPELINE 12" MIN PROPOSED TDUP 3Ø TRANSFORMER PAD 1-1/4° BENDS (TYP)PROPOSED 2 - 4"Ø TDPUD PRIMARY CONDUITS PROPOSED 2 - 4"Ø TDPUD SECONDARY CONDUITS & 3 - 3"Ø TDPUD SECONDARY CONDUITS 15' FROM KINDER MORGAN PIPELINE TO PULL BOX 5 UD6.0 5 UD6.0 5 UD6.0 5 UD6.05 UD6.0 5 UD6.0 ±40" DEEP WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. UD5.0 JK MG MG 9562.000 1 UD6.0 UTILITY CROSSING (STA 6+75)2 UD6.0 UTILITY CROSSING (STA 8+01) 3 UD6.0 UTILITY CROSSING (STA 8+95) SCALE: N.T.S.SCALE: N.T.S. SCALE: N.T.S. VERIFY DEPTH OF ALL EXISTING UTILITIES EXISTING GRADE (TYP) PROPOSED JOINT TRENCH (TYP) EXISTING 8"Ø KINDER MORGAN PIPELINE PROPOSED 1- 3"Ø TDPUD SECONDARY CONDUIT FROM JOINT TRENCH TO EXISTING PULLBOX 1-1/4° BENDS (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES EXISTING GRADE (TYP) PROPOSED ATT 2436 PULL BOX PROPOSED 2"Ø ATT CONDUIT FROM PULL BOX TO EXISTING PULL BOX 12" MIN 24" MIN 12" MIN 15' FROM KINDER MORGAN PIPELINE TO SWITCH PAD PROPOSED JOINT TRENCH (TYP) EXISTING 8"Ø KINDER MORGAN PIPELINE EXISTING 8"Ø KINDER MORGAN PIPELINE EXISTING GRADE (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES 12" MIN PROPOSED 2 - 6"Ø TDPUD PRIMARY CONDUITS & 4 - 4"Ø TDPUD PRIMARY CONDUITS PROPOSED TDPUD PAD MOUNTED SWITCH 4 UD6.0 466TA-I INTERCEPT PULLBOX SCALE: N.T.S. VERIFY DEPTH OF ALL EXISTING UTILITIES 5 UD6.0 TYPICAL K-M LINE CROSSING SCALE: N.T.S. EXISTING GRADE (TYP) 12" MIN OF BEDDING SAND TO ACT AS PADDING BETWEEN CONDUIT CROSSINGS PER KM DEVELOPER HANDBOOK EXISTING 8"Ø KINDER MORGAN PIPELINE CONDUIT @ CROSSINGS TO BE COVERED WITH 3" MIN. OF RED MARKING TAPE ALL CROSSINGS AT THE KINDER MORGAN PIPELINE MUST BE AS CLOSE TO 90° AS POSSIBLE 5 UD6.0 5 UD6.0 5 UD6.0 WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. UD6.0 JK MG MG 9562.000 1 UD7.0 SCALE: N.T.S. UTP-S1C SINGLE PHASE TRANSFORMER WWW.LUMOSINC.COM DRAWN BY: DESIGNED BY: CHECKED BY: BY DE S C R I P T I O N DA T E RE V JOB NO.: 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY BAR IS 1 INCH ON ORIGINAL DRAWING © LUMOS & ASSOCIATES, INC.: THIS DRAWING IS THE PROPERTY OF LUMOS & ASSOCIATES, INC.. USE OR REPRODUCTION OF THIS DRAWING, IN WHOLE OR IN PART, WITHOUT THE WRITTEN PERMISSION OF LUMOS & ASSOCIATES, INC. IS STRICTLY PROHIBITED. THIS DRAWING IS NOT TO BE USED FOR ANY PROJECT OTHER THAN THE PROJECT FOR WHICH IT WAS PREPARED. 9222 PROTOTYPE DRIVE RENO, NV 89521 TEL: 775.827.6111 TO W N O F T R U C K E E WE S T R I V E R S T R E E T ST R E E T S C A P E I M P R O V E M E N T S UT I L I T Y U N D E R G R O U N D I N G D E T A I L S TR U C K E E NE V A D A C O U N T Y CA L I F O R N I A 60 % S U B M I T T A L NO T F O R C O N S T R U C T I O N MA Y 2 0 , 2 0 2 2 N.T.S. UD7.0 JK MG MG 9562.000