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HomeMy Public PortalAboutWest River Street 90% 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 SIGNAGE PLAN C4.6 - C4.7 GRADING PLAN C5.1 - C5.7 UTILITY PLAN C6.1 - C6.5 OFFSITE UTILITY IMPROVEMENTS C6.6 - C6.7 BMP PLAN C7.1 - C7.5 CIVIL DETAILS C8.1 - C8.9 STRUCTURAL DETAILS S1.0 - S4.0 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 90 % 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 AU G U S T 2 9 , 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 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 C1703 W RIVER S T R E E T RIVERSI D E D R I V E DONNER P A S S R O A D B R I D G E S T R E E T S RIVE 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 GGAS 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 SSOUTH 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 NO SCALE C1.1 JT JT MG 9562.000 LOOK FOR TRAINSLOOK FOR TRAINS 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") SHEET U1.0 SHEET U2.0 SHEET U3.0 SHEET U4.0 . 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 VARIES 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) CIVIL SHEET INDEX 1"=50' UNDERGROUNDING SHEET INDEX 1"=80' 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 ' ' . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C1.3 JT MG MG 9562.000 T 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 ' ' ' ' . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C1.4 JT MG MG 9562.000 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 ' '' ' ' . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C1.5 JT MG MG 9562.000 ST HUB 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 ' ' '' . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C1.6 JT MG MG 9562.000 RIVER ST 9-090-23 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 ' ' . 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 90 % 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 AU G U S T 2 9 , 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 90 % 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 AU G U S T 2 9 , 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C1.9 JT MG MG 9562.000 8ADA RAMP SCALE: 1" = 5' WV WV WB WB STOP DI B B EXISTING STRUCT 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 CO 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 IN EL=5 8 1 5 . 8 ' BOTT O M EL=5 8 1 4 . 6 ' 6' HIGH METAL/RAIL FENCE RIM=5822.6' BOTTOM=5816.2' FL 6"PVC IN=5816.2' W E S T FL 6"PVC IN=5816.2' E A S T ( D E A D E N D ) FL 6"PVC OUT=5816 . 2 ' S O U T H 6"PVC6"PVC 6 " P V C EDGE OF PAVEMENT 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 CON C R E T E PAD ASPHALT PARK I N G EDGE OF PAVEMENT 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 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 105± LF OF 24" SD PIPE (REFER TO UTILITY PLAN) PROPERTY LINE (TYP) PROJECT STREETSCAPE LIMITS PRESERVE & PROTECT EX. WATER BOX. LID TO BE RAISED TO FG. SEE CON T I N U A T I O N A B O V E MATCH L I N E REMOVE & REPLACE 36± LF OF 24" SD PIPE. (REFER TO UTILITY PLAN) REMOVE EX. SIGN. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. SAWCUT & TRENCH FOR PROPOSED STORM DRAIN (REF. UTILITY PLAN) EX. DI TO REMAIN IN PLACE RIM = 5 8 1 7 . 8 ' BO T T O M = 5 8 0 9 . 3 ' FL 6 " P V C I N = 5 8 1 1 . 7 ' W E S T FL 6 " P V C I N = 5 8 1 1 . 4 ' N O R T H FL 6 " P V C O U T = 5 8 0 9 . 2 ' E A S T OF P A V E M E N T T T P T C EX I S T I N G ST R U C T U R 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 SAWCUT & TRENCH FOR PROPOSED STORM DRAIN (REF. UTILITY PLAN) MILL STREET . 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 90 % 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 AU G U S T 2 9 , 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 PAVE R S PARK I N G PAD PA V E R S RA M P WB WB 4X4 POST 4X4 POST 4X4 POST 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 F F=5821.0' WAT E R SPIG O T ASPHALT PARKING BROKEN ASPHALT DE C K EL = 5 8 2 0 . 1 ' CO N C . DE C K EL = 5 8 2 0 . 1 ' DECK EL=5820.5' E CK EL=5820.8' RR TIE EXISTING STRUCTU R E EXISTING STRUCTU R E EXISTING STRUCTURE CO V E R D C O N C R E T E G A R A G E BROKEN ASPHALT EXISTING STRUCTURE EXISTING STRUCTURE 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 IN EL=5 8 1 5 . 8 ' BOTT O M EL=5 8 1 4 . 6 ' G U Y P O L E ENCE 4"P V C 4" PVC SLAB EL=5821.4 ' 2 4 " C M P 2 4 " C M P WB EP E P ASPHALT D R I V E W A Y ASPHALT DRIVEWAY CO N C . C U R B BM=5819.3' PTC PTC T T T T T EDGE OF PAVEMENT STARTS HERE 4' CH A I N L I N K 5 ' W O O D F E N C E FEN C E T SSCO SSCO SSCO BEAR BOX 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 EX. UTILITY POLE TO BE REMOVED BY OTHERS (TDPUD) 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. W. RIVER STREET T 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 EX. UTILITY POLE TO BE REMOVED BY OTHERS (TDPUD) 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 CONCRETE & STEP TO BE REMOVED REMOVE & DISPOSE OF EX. BOARDS AT EX. STEP LOCATION PRESERVE & PROTECT EX. BEAR BOX REMOVE & DISPOSE OF EX. BOARD (WOODEN FLASHING) AT BASE OF BUILDING EX. UTILITY POLE & TRANSFORMER TO BE REMOVED BY OTHERS (TDPUD) REMOVE EX. WOOD STAIRS . 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 90 % 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 AU G U S T 2 9 , 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 E ST FF 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 CONC ASPHALT DRIVEWAY ASPHAL DRIVEW 4" PVC RIM= 5 8 1 9 . 6 ' BOTT O M = 5 8 1 5 . 0 ' FL IN = 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 12 " C M P O U T = 5 8 1 2 . 8 ' S O U T H BOTT O M = 5 8 1 2 . 5 ' GRAT E = 5 8 1 5 . 5 ' FL 12 " C M P O U T = 5 8 1 1 . 8 ' S O U T H BOTT O M = 5 8 1 0 . 9 ' FL 12 " 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 GV SSCO O SSC O PULVERIZE & DISPOSE OF EX. AC EX. UTILITY POLE TO BE REMOVED BY OTHERS (TDPUD) 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. EX. UTILITY POLE TO BE REMOVED BY OTHERS (TDPUD) EX. UTILITY POLE TO BE REMOVED BY OTHERS (TDPUD) REMOVE & DISPOSE OF EX. DROP INLET. REMOVE & DISPOSE 39'± LF OF 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. REMOVE & DISPOSE OF EX. WOOD DECK. PRESERVE & PROTECT EX POSTS. CONTRACTOR SHALL COORDINATE w/ OWNER & TOWN. PRESERVE & PROTECT EX. ROCK WALL EASEMENT BOUNDARY (TYP) PRESERVE & PROTECT EX. ROCK PILLAR EX. MAILBOX TO BE RELOCATED OUT OF PLANTER AND PLACED IN NEW SIDEWALK . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C2.3 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. WVWV 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 . WO O D R A M CON CONCRETE CURB AND GUTTER CONC PAT WB B B B EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' RE FF=5816.3' UB B BB BBOX ELEC. CO 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 ' BOTT O M = 5 8 1 5 . 0 ' FL IN = 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 SLOPE TOP OF SLOPE TOE OF SLOPE TOE OF SLOPE 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 ASP H A L T CU R B ASP H A L T CU R B ASPHALT CURB ASPHALT CURB EP ELEC . RISE R BM=5816.1' 4' CH A I N L I N K FEN C E BOREHOLE TOP PIPE=5813.0' T T T T W. RIVER STREET ST HUB 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. 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. EX. UTILITY POLE TO BE REMOVED BY OTHERS (TDPUD) EX. UTILITY POLE AND GUY TO BE REMOVED BY OTHERS (TDPUD) 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C2.4 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C2.5 JT JT MG 9562.000 NOTE: REFER TO SHEETS U1.0 - U4.0 FOR UTILITY LINE REMOVALS. 4" ROTATED TYPE E 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 12.94' 13.02' 10' 6' MIN. SIDEWALK R4.5' R3' R 6 ' 9' PROJECT STREETSCAPE LIMITS ALIGNMENT "WRS" PAVER SIDEWALK (TYP)7 C8.2 R3 0 0 ' R1 0 0 0 ' R3 1 1 ' ADA RAMP (CASE A) 4' ASPHALT SIDEWALK ADA RAMP (CASE C) RIGHT-OF-WAY WV WV WB WB STOP DI EXISTING STRUCT 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 IN EL=5 8 1 5 . 8 ' BOTT O M EL=5 8 1 4 . 6 ' 6' HIGH METAL/RAIL FENCE RIM=5822.6' BOTTOM=5816.2' FL 6"PVC IN=5816.2' W E S T FL 6"PVC IN=5816.2' E A S T ( D E A D E N D ) FL 6"PVC OUT=5816 . 2 ' S O U T H 6"PVC6"PVC 6 " P V C EDGE OF PAVEMENT 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 CON C R E T E PAD ASPHALT PARK I N G TIE IN TO WEST RIVER PARK PROJECT (BY OTHERS) RESTRAINT CURB (TYP)1 C8.3 6" BATTERED CURB (TYP) 2 C8.3 R1. 7 5 ' R 2 ' R2' R2' 4 C8.7 4 C8.7 SAWCUT & TRENCH FOR PROPOSED STORM DRAIN (REF. UTILITY PLANS) PEDESTRIAN CROSSWALK 3 C4.2 3 C8.5 6" BATTERED CURB (TYP)2 C8.3 5 C8.3 ASPHALT CONCRETE1 C8.2 CURB TRANSITION FROM FLUSH TO 4" CURB ALONG ADA RAMPCURB TRANSITION FROM FLUSH TO 4" CURB ALONG ADA RAMP WING 8 C8.3 8 C8.3 FLUSH CURB 1 C8.3 4 C8.9 T EX I S T I N G ST R U C T U R E EDGE OF PAVEMENT APPROXIMATE EXTENTS OF THE TRUCKEE RIVER FUTURE PEDESTRIAN BRIDGE CROSSING SHOWN FOR REFERENCE ONLY (NOT A PART OF THIS PROJECT) RI V E R S I D E D R I V E TR U C K E E R I V E R EXISTING EDGE OF PAVEMENT SAWCUT & TRENCH FOR PROPOSED STORM DRAIN (REF. UTILITY PLANS) 3 C8.5 . 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 90 % 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 AU G U S T 2 9 , 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) 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 SEE CONTINUATION ABOV EMATCH L I N E DETAIL SCALE: 1"=20' 4" ROTATED TYPE E CURB & GUTTER (TYP) 6' MIN. WIDE PAVER SIDEWALK (TYP) PROPERTY LINE (TYP) 22' MIN. PARALLEL PARKING (TYP) T 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 STREET11' 11' 11' 5 C8.3 7 C8.2 6" BATTERED CURB 6" BATTERED CURB (TYP) FLUSH CURB 4" ROTATED TYPE E CURB & GUTTER (TYP)1 C8.3 2 C8.3 DRIVEWAY APRON ADA RAMP (CASE C) A. C . W A L K PAVE R S PARK I N G PAD PA 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' WAT E R SPIG O T ASPHALT PARKING DE C K EL = 5 8 2 0 . 1 ' CO N C . DE C K EL = 5 8 2 0 . 1 ' DECK EL=5820.5' ECK EL=5820.8' RR TIE EXISTING STRUCTU R E EXISTING STRUCTU R E EXISTING STRUCTURE EXISTING STRUCTURE 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 IN EL=5 8 1 5 . 8 ' BOTT O M EL=5 8 1 4 . 6 ' G U Y P O L E ENCE 4"P V C 4" PVC SLAB EL=5821.4 ' 2 4 " C M P 2 4 " C M P WB EP E P ASPHALT D R I V E W A Y ASPHALT DRIVEWAY CO N C . C U R B BM=5819.3' 5 ' W O O D F E N C E T SSCO SSCO SSCO BEAR BOX 4" P V C 4"PVC 6' MIN. RESTRAINT CURB (TYP)1 C8.3 RESTRAINT CURB (TYP)1 C8.3 SDMH (HIGH-FLOW BYPASS) (FUTURE) SDMH (FUTURE) 3 C8.4 NEW WOOD STAIRS NEW PCC DRIVEWAY (TYP) 6" BATTERED CURB 6" BATTERED CURB 6" BATTERED CURB (TYP) 2 C8.3 2 C8.3 NEW AC 22' 11' CONSTRUCT STEPS OR FILL SLOPE TRANSITION (TO BE DETERMINED BY PROPERTY OWNER) 4 C8.7 4 C8.8 9 C8.3 2 C8.3 2 C8.3 5 C8.3 PEDESTRIAN CROSSWALK 3 C4.2 ASPHALT CONCRETE1 C8.2 1 C8.2 ADA RAMP (CASE C) CURB TRANSITION FROM FLUSH TO 6" CURB 8 C8.3 CURB TRANSITION FROM FLUSH TO 6" CURB 8 C8.3 CURB TRANSITION FROM FLUSH TO 6" CURB 8 C8.3 CURB TRANSITION FROM FLUSH TO 6" CURB8 C8.3 CURB TRANSITION FROM FLUSH TO 4" CURB ALONG ADA RAMP 8 C8.3 CURB TRANSITION FROM FLUSH TO 4" CURB ALONG ADA RAMP8 C8.3 FLUSH CURB 1 C8.3 6" BATTERED CURB2 C8.3 6" BATTERED CURB 2 C8.3 CURB TRANSITION FROM FLUSH TO 6" CURB ALONG ADA RAMP 4 C8.7 8 C8.3 FLASHING TO BE REPLACED AS NEEDED 15" (MAX) BATTERED RETAINING CURB ALONG DAMAGED CORNER OF WAREHOUSE3 C8.9 . 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 90 % 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 AU G U S T 2 9 , 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) 4" ROTATED TYPE E 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'± HEAVY DUTY PAVERS 6' MIN. SIDEWALK 11' 11' NEW PCC DRIVEWAY ADA RAMP (CASE C) 3" ROTATED TYPE E CURB & GUTTER 3 C8.2 6" BATTERED CURB (TYP) 6" BATTERED CURB (TYP)2 C8.3 2 C8.3 ADA RAMP (CASE C) WV WV WBROCK WALL AC CURB A. C . W A L K ROCK WALL UB WB MAIL BOX GATE CONC. PATIO E ST FF 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 ' BOTT O M = 5 8 1 5 . 0 ' FL IN = 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 EPTBM=5816.1' 5' W O O D F E N C E RR TIE GV SSCO O SSC O SEE LANDSCAPE PLANS CONTRACTOR TO INSTALL CONCRETE BENCH WITH BRICKS FURNISHED BY PROPERTY OWNER TRENCH DRAIN TRENCH DRAIN SEE LANDSCAPING PLANS 22 LF OF PAINTED YELLOW CURB AT DROPOFF AREA (REF. STRIPING & SIGNAGE PLANS) RESTRAINT CURB (TYP)1 C8.3 6' MIN. WIDE PAVER SIDEWALK (TYP)7 C8.2 CONCRETE STAIRS (SEE STRUCTURAL PLANS) 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 PEDESTRIAN CROSSWALK 3 C4.2 10 C8.2 10 C8.2 FLUSH CURB 1 C8.3ASPHALT CONCRETE1 C8.2 5 C8.3 ADA VAN ACCESSIBLE PARKING EXISTING MAILBOX TO BE RELOCATED OUT OF PLANTER AND PLACED IN PROPOSED SIDEWALK RETAINING WALL HEIGHT VARIES (2.5' MAX) SEE GRADING PLANS 2 C8.2 TRANSITION TO FLUSH CURB ALONG ADA PARKING STALL 8 C8.3 CURB TRANSITION FROM FLUSH TO 6" CURB ALONG ADA RAMP 8 C8.3 5 S3.0 1 S4.0 1 S3.0 2 S3.0 RETAINING WALL HEIGHT VARIES (2.5' MAX) SEE GRADING PLANS 1 S3.0 2 S3.0 4 C8.8 . 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 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 90 % 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 AU G U S T 2 9 , 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" ROTATED TYPE E CURB & GUTTER PROPERTY LINE (TYP) 22' MIN. PARALLEL PARKING (TYP) 9' MIN. ST HUB 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" ROTATED TYPE E CURB & GUTTER (TYP) FLUSH CURB (TYP) TRANSITION FROM FLUSH TO 6" BATTERED CURB 6" BATTERED CURB (TYP) 6" BATTERED CURB (TYP) ADA PARKING STALL CURB ADJACENT TO STALL TO BE FLUSH 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 GUTTER LANDSCAPE BULB w/ 6" BATTERED CURB TO ENCLOSE EXISTING UTILITY BOXES 53' 4" ROTATED TYPE E CURB & GUTTER 4 C8.2 2 C8.3 1 C8.3 1 C8.3 11' 11' 4 C8.2 ADA RAMP (CASE A) ADA RAMP ADA/VAN PARKING SIGNS WVWV 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 . WO O D R A M CON PAT WB EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' RE FF=5816.3' UB BOX ELEC. CO 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 ' BOTT O M = 5 8 1 5 . 0 ' FL IN = 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' CH A I N L I N K FEN C E T T 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 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 (SEE LANDSCAPE PLANS) 8 C8.3 2 C8.3 4 C8.7 4 C8.7 5 C8.3 5 C8.3 PEDESTRIAN CROSSWALK 3 C4.2 24' NEW BENCH 4' TRANSITION FROM FLUSH TO 6" BATTERED CURB 8 C8.3 6" BATTERED CURB ALONG LANDING 2 C8.3 ASPHALT CONCRETE1 C8.2 ASPHALT CONCRETE1 C8.2 ANGLE POINT @ STA 10+75.62 20.81' RT 6' CLEARANCE (TYP) 6' CLEARANCE (TYP) TRANSITION FROM FLUSH TO 4" CURB ALONG WING 8 C8.3 TRANSITION FROM FLUSH TO 3" CURB ALONG WING8 C8.3 2 C8.3 FLUSH CURB ALONG LANDSCAPE ISLANDS WITHIN SIDEWALK (TYP)2 C8.3 2 C8.2 2 C8.2 POTENTILLA FRUITCOSA / BUSH CINQUEFOIL (3), 48" SPACING FLUSH CURB 1 C8.3 MALUS X 'PRAIRIE ROSE' / PRARIE ROSE CRABAPPLE (1) LAVANDULA X INTERMEDIA 'PROVENCE' / PROVENCE LAVENDER (5), 24" SPACING LEUCANTHUM X SUPERBUM 'BECKY' / BECKY SHASTA DAISY (5), 24" SPACING LAVANDULA X INTERMEDIA 'PROVENCE' / PROVENCE LAVENDER (4), 24" SPACING LANDSCAPE PLANTER FLUSH CURB 1 C8.3 2 C8.4 2 C8.4 3 - BOLLARD ADJACENT TO ADA STALLS6 C8.3 ASPHALT CONCRETE1 C8.2 ADA RAMP (CASE A)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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C3.4 JT MG MG 9562.000 GENERAL NOTES: NOTE: SEE OTHER SITE SHEETS FOR LEGEND 4" ROTATED TYPE E CURB & GUTTER (TYP) PROPERTY LINE (TYP) RIVER ST 9-090-23 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'± HEAVY DUTY PAVERS 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 SLOPEUBUBUB ELEVATOR DECK EL=5817.9'DECK EL=5818.0'DECK EL=5815.1' EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE STOP STOP 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 PAVERS SIDEWALK COVERED DECK EL=5815.5' FF=5815.8' FF=5818.0' FF=5815.1' CONC. 58 1 7 . 5 ' 5 8 1 7 . 3 ' PAVERS RAMP CONCRETE SIDEWALK P A V E R S FF=58 1 6 . 0 ' RAMP CO N C R E T E S I D E W A L K PAVERS PAVE R S PATI O PAVE R S RO L L C U R B A N D G 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 CO N C R E T E C U R B RR X SIGN RR X GATE DI GRA 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 GRA 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 GRAT 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 ' PATIO 15" C P P FL IN 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 IN EL=5 8 1 0 . 8 ' 18" C M P FL IN EL=5 8 1 0 . 9 ' 15" C P P FL IN EL=5 8 0 6 . 9 ' CONC. WALL CONC. CURB DI GRAT E EL=5 8 1 5 . 0 ' 18" C M P FL O U T EL=5 8 1 1 . 6 ' TP3 TPE DI CONC . 4' HIGH METAL/RAIL FENCE RIM= 5 8 1 4 . 7 ' BOTT 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 OUT H E A S T 6"P V C 6"PVC 6"PVC 6"PV C 6 " P V C 6 " P V C GRE A S E INTE R C E P T O R GRE A S E INTE 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 12 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM= 5 8 1 3 . 9 ' BOTT O M = 5 8 0 7 . 3 ' BOTT 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 IN EL=5 8 1 2 . 4 ' 12" C P P FL IN EL=5 8 1 1 . 8 ' ICVB ICV P A V E R S PTC P T C PT C EP EP PATIO 4' CH A I N L I N K FEN C E RIM= 5 8 1 7 . 7 ' BOTT O M = 5 8 0 7 . 4 ' FL 6" P V C I N = 5 8 0 7 . 9 ' W E S T FL 12 " P V C O U T = 5 8 0 7 . 3 ' S O U T H FL 12 " P V C I N = 5 8 0 7 . 4 ' N O R T H 12 " P V C T T T SSCO 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 (CASE A) 9' 9' INSTALL 30 LF OF ROD IRON 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 PROPOSED STORM DRAIN (REF. UTILITY PLANS) 3 5 C8.3 3 C8.5 PROPOSED BIKE RACKS (REF. LANDSCAPE PLANS) FLUSH CURB (TYP)1 C8.3 LT ETE ASPHALT CONCRETE1 C8.2 ASPHALT CONCRETE1 C8.2 1 C8.2 . 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 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 90 % 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 AU G U S T 2 9 , 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) PROPERTY LINE (TYP) M I L L S T R E E T W. RIVER STREET PROJECT STREETSCAPE LIMITS 123 LF 4" WHITE PAINT 124 LF 4" WHITE PAINT 2S 2S 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 019-090-002 207 LF 4" WHITE PAINT (FOG LINE) 2S 18 ' MI N VAN ACCESSIBLE STALL 9' OR 12' MIN 9' MIN ACCESS AISLE 8' OR 5' MIN DEPENDING ON VAN ACCESSIBLE STALL WIDTH 17' MIN CURB 3 6 " O C WHITE 4" WIDE STRIPING PED RAMP STALL STRIPING OR CURB FACE STALL STRIPING OR CURB FACE SI D E W A L K NOTE: ACCESS AISLE 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) NO PARKING 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 90 % 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 AU G U S T 2 9 , 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 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 TOWN PRIOR TO PLACEMENT OF ANY STRIPES OR SYMBOLS. TOWN TO PROVIDE STENCILS FOR PAINTING. 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 2" O.D. SCHEDULE 40 PIPE GRANULAR BASE CONCRETE 3" 2. 0 ' FINISH GRADE 7. 0 ' ONE WRAP OF #30 ROOFING FELT UNIVERSAL SIGNAGE ACCESSIBLE 22" 6" R99C (MOUNT ON POST ABOVE R7-8B) R7-8B 24 " 12" 2" O.D. SCHEDULE 40 PIPE GRANULAR BASE CONCRETE 3" 2. 0 ' FINISH GRADE 7. 0 ' ONE WRAP OF #30 ROOFING FELT UNIVERSAL SIGNAGE ACCESSIBLE 24 " 22" R99C 12" CONCRETE BORDER ON EITHER SIDE OF PAVERS CROSSWALK 2' (typ) HEAVY DUTY PAVERS REF. DETAIL 2, SHEET C8.8 FOR CROSSWALK SECTION PROPERTY LINE (TYP) W. RIVER STREET T 4 (B) C4.3 9' MIN. 22' MIN. PARALLEL PARKING (TYP) T 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 019-090-33 417 LF OF 4" SOLID DOUBLE YELLOW STRIPING3 C4.31S45 LF OF 4" SOLID DOUBLE YELLOW STRIPING3 C4.31S . 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 90 % 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 AU G U S T 2 9 , 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 DETAIL2 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 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S PROPERTY LINE (TYP) W. RIVER STREET UB 22' MIN. PARALLEL PARKING (TYP) 9' MIN. 22 LF OF CURB ADJACENT TO LOADING AREA TO BE PAINTED YELLOW 4 (B) C4.3 4 (A) C4.34 (A) C4.3 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 019-090-29 417 LF OF 4" SOLID DOUBLE YELLOW STRIPING3 C4.31S STRIPING ADJACENT TO ADA PARKING 4S WHITE PAINT 3' - 6 " 4' - 0 " 3" 3" 6" RADIUS 3'-6" 4'-0" 3"3" 2' - 4 " M I N . 2'-0" MIN 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 90 % 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 AU G U S T 2 9 , 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 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 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S PROPERTY LINE (TYP) W. RIVER STREET 11' 11' UB 20' (typ) 9' (typ) 9' (typ) 20' (typ) 60° 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 ST HUB 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 10090 W RIVER ST APN 019-090-45 275 LF OF 4" SOLID DOUBLE YELLOW STRIPING3 C4.31S 4S . 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 90 % 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 AU G U S T 2 9 , 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 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S PROPERTY LINE (TYP) 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' ACCESSIBLE PARKING SPACE1 C4.1 275 LF OF 4" SOLID DOUBLE YELLOW STRIPING3 C4.3 4" WHITE PAINT (typ) 67 LF 4" WHITE PAINT 1S 2S 2S RIVER ST 9-090-23 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 . 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 90 % 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 AU G U S T 2 9 , 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 2' SOLID WHITE (PAINT) STOP BAR 3" DASHED WHITE (PAINT) STRIPING @ 36" O.C. & 45° TO CURB 1S 2S 3S 4S UB T 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 10141 W RIVER ST APN 019-090-33 10131 W RIVER ST APN 019-090-32 10115 W RIVER S HESLIN CONSTRUCT APN 019-090-31 APN 019-090-002 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 G N A G 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 20' C4.6 JT MG MG 9562.000 XX/XX/19 SIGN LEGEND CUSTOM "PAY HERE" 1 CUSTOM "PAY PARKING" CUSTOM "15-MIN LOADING ZONE" CUSTOM "SPEED ENFORCED BY RADAR" R2-4 R28CUSTOM "TOW-AWAY R100BR99C R99C w/ R7-8b 2 3 4 5 109876 1 2 9 10 6 T W. RIVER STREET W. RIVER STREET UBUBUB UB UB T TION 10101 W RIVER ST REDLIGHT APN 019-090-30 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 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 10090 W RIVER ST APN 019-090-45 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 G N A G 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 20' C4.7 JT MG MG 9562.000 XX/XX/19 2 2 2 1 1 1 7 1 4 5 6 10 68 2 9 SIGN LEGEND 3 6 6 CUSTOM "PAY HERE" 1 CUSTOM "PAY PARKING" CUSTOM "15-MIN LOADING ZONE" CUSTOM "SPEED ENFORCED BY RADAR" R2-4 R28R100BR99C R99C w/ R7-8b 2 3 4 5 109876 WV WV WB WB STOP DI EXISTING STRUCT 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 IN EL=5 8 1 5 . 8 ' BOTT O M EL=5 8 1 4 . 6 ' 6' HIGH METAL/RAIL FENCE RIM=5822.6' BOTTOM=5816.2' FL 6"PVC IN=5816.2' W E S T FL 6"PVC IN=5816.2' E A S T ( D E A D E N D ) FL 6"PVC OUT=5816 . 2 ' S O U T H 6"PVC6"PVC 6 " P V C EDGE OF PAVEMENT 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 CON C R E T E PAD ASPHALT PARKI N G M I L L S T R E E T W. RIVER STREET PROPERTY LINE (TYP) SEE SHEET C5.7, DETAIL 1 SEE SHEET C5.7, DETAIL 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 SEE SHEET C5.7, DETAIL 2 . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C5.1 JT MG MG 9562.000 A. C . W A L K PAVE R S PAR K I N G PAD PA 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' NG CTURE .0' WAT E R SPIG O T ASPHALT PARKING DE C K EL = 5 8 2 0 . 1 ' CO N C . DE C K EL = 5 8 2 0 . 1 ' DECK EL=5820.5' 5820.8' RR TIE EXISTING STRUCTU R E EXISTING STRUCTU R E EXISTING STRUCTURE EXISTING STRUCTURE SHED 5823.8' RIM EL=5 8 2 0 . 8 ' 24" C M P FL O U T EL=5 8 1 5 . 7 ' "CM P IN 5815. 8 ' OTTO M =581 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 ASPHALT D R I V E W A Y ASPHALT DRIVEWAY CO N C . C U R B BM=5819.3' 5 ' W O O D F E N C E T SSC O SSCO SSCO BEAR 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) (3) 6" STEPS & (1) 5" STEP UP TO RESIDENCE TOP OF STAIRS~ FG=5820.50 BOTTOM OF STAIRS ~ FG=5818.58 . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C5.2 JT MG MG 9562.000 WV WV WBROCK WALL AC CURB A. C . W A L K ROCK WALL UB WB MAIL BOX GATE CONC. PATIO E ST FF EXISTING STRUCTURE FF=5816.2'FF=5816.3'EXISTING STRUCTURE FF=5815.7' EXISTING STRUCTURE FF=5822.2' EXISTING STRUCTURE FF=5821.4' ISTING RUCTURE =5820.8'ASPHALT PARKING C O N C . W A L K WO O D R A M P CK 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 ' BOTT O M = 5 8 1 5 . 0 ' FL IN = 5 8 1 5 . 1 ' W E S T FL O U T = 5 8 1 4 . 7 ' E A S T PV 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 EPTBM=5816.1' 5' W O O D F E N C E RR TIE GV SSCO SSC O W. RIVER STREET PROPERTY LINE (TYP) PROPOSED CENTERLINE SEE SHEET C5.6 41 W RIVER ST PN 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 41 W RIVER ST PN 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) ADA PARKING AREA SHALL BE LESS THAN 2% IN ANY DIRECTION SEE SHEET C5.7, DETAIL 5 . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C5.3 JT MG MG 9562.000 WVWV 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 . WO O D R A M CON PAT WB EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' FF=5816.3' UB BOX ELEC. CO 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 ' BOTT O M = 5 8 1 5 . 0 ' FL IN = 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 OPE EP .1' 4' CH A I N L I N K FEN C E T T W. RIVER STREET SEE SHEET C5.7, DETAIL 5 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 STRAIGHT GRADE FROM BACK OF PROPOSED SIDEWALK TO EXISTING GARAGE SLAB/CONCRETE PARKING AREA TO REMOVE EXISTING LOW POINTS . 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 90 % 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 AU G U S T 2 9 , 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 SLOPEUBUBUB ELEVATOR DECK EL=5817.9'DECK EL=5818.0'DECK EL=5815.1' EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE STOP STOP 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 PAVERS SIDEWALK COVERED DECK EL=5815.5' FF=5815.8' FF=5818.0' FF=5815.1' CONC. 58 1 7 . 5 ' 5 8 1 7 . 3 ' PAVERS RAMP CONCRETE SIDEWALK P A V E R S FF=58 1 6 . 0 ' RAMP CO N C R E T E S I D E W A L K PAVERS PAVE R S PATI O PAVE R S RO L L C U R B A N D G 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 CO N C R E T E C U R B RR X SIGN RR X GATE PATIO CONC. WALL CONC. CURB TP3 TPE CONC . 4' HIGH METAL/RAIL FENCE ICVB ICV P A V E R S PTC P T C PT C EP EP PATIO 4' CH A I N L I N K FEN C E T T T SSCO 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C5.5 JT MG MG 9562.000 WB RAISE WATER BOX TO FINISH GRADE CONCRETE BENCH, BRICK SURFACE TO BE PROVIDED BY OWNER. CONTRACTOR SHALL CONSTRUCT BENCH. 31' ~ 4"± STEP A A STEP VARIES 3"-6" 10101 W RIVER ST REDLIGHT APN 019-090-30 10095 W RIVER ST TAHOE SPORTS HUB APN 019-090-29 (1) 6" STEP UP TO SIDEWALK GRADE BREAK GRADE BREAKEX FF=±5815.70 EX FF=±5816.20 EX FF=±5816.30 WV WV WV EXISTING STRUCTURE FF=5817.0'CO N C . EXISTING STRUCTURE FF=5818.3' EXISTING STRUCTURE FF=5817.2' RAISE WATER VALVE BOX TO FINISH GRADE 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 EXISTING VALVE TO BE RELOCATED OUTSIDE OF RAMP WING . Know what's below. Call before you dig SECTION A - A N.T.S. PAVER SIDEWALK RESTRAINT CURB PAVERS HEAL PROOF TRENCH DRAIN4"± 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 5' C5.6 JT MG MG 9562.000 10 C8.2 1 C8.3 WV WV STO PED G C B , . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C5.7 JT MG MG 9562.000 6ADA RAMP SCALE: 1" = 5' WV WV WB WB STOP WB 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 3 C8.4 REMOVE AND REPLACE APPROX. 31 LF EX. 24" CMP PIPE WITH 24" HDPE S=±0.48% 3 C8.4 SPECIAL CONSTRUCTION (EX WATER WITHIN 10' OF SD) IRRIGATION METER & BACKFLOW (REF. LANDSCAPE PLANS) RELOCATE EXISTING WATER VALVES INTO PROPOSED PAVER SIDEWALK OF P A V E M E N T T T EX I S T I N G ST R U C T U R E 1 C8.9 2 C8.9 . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C6.1 RH JT MG 9562.000 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 UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS ARISE. SEE CONTI N U A T I O N A B O V E MATCH L I N E SEE CONTI N U A T I O N A B O V E 1.CONTRACTOR TO VERIFY DEPTHS OF EXISTING UTILITIES PRIOR TO CONSTRUCTION OF NEW STORM DRAIN MAIN. MAINTAIN A MINIMUM OF 12" VERTICAL SEPARATION, IF CONFLICT ARISES - CONTACT ENGINEER IMMEDIATELY. 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 IN EL=5 8 1 5 . 8 ' BOTT O M EL=5 8 1 4 . 6 ' 2 4 " C M P 2 4 " C M P T SSCO SSCO SSCO 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 3 C8.4 SPECIAL CONSTRUCTION (EX WATER WITHIN 10' OF SD) VERIFY DEPTH OF EX. SANITARY SEWER PIPE PRIOR TO CONSTRUCTION OF NEW STORM DRAIN & ENSURE A MINIMUM OF 12' SEPARATION. 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 90 % 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 AU G U S T 2 9 , 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. WV WV WB UB WB GV SSCO SSC O W. RIVER STREET 41 W RIVER ST PN 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 10 C8.2 3 C8.43 C8.4 10 C8.2 10 C8.2 10 C8.2 IRRIGATION METER & BACKFLOW (REF. LANDSCAPE PLANS) SPECIAL CONSTRUCTION (EX WATER WITHIN 10' OF SD)SPECIAL CONSTRUCTION (EX WATER WITHIN 10' OF SD) CONTRACTOR TO POTHOLE & VERIFY DEPTH OF EXISTING WATER MAIN PRIOR TO CONSTRUCTION & MAINTAIN A MINIMUM OF 12" VERT. SEPARATION. 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 90 % 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 AU G U S T 2 9 , 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. WVWV WV WB WB WB 8" DI WB UB BOX ELEC. W. RIVER STREET ST HUB 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 3 C8.4 SPECIAL CONSTRUCTION (EX WATER WITHIN 10' OF SD) . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C6.4 RH JT MG 9562.000 UTILITY NOTES: 1.CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF ANY CONFLICTS ARISE. WV WV WV WB WB WB WB WB UBUBUB STOP STOP 14 ' D I 8" DI UB DI GRA 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 GRA 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 GRAT 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 IN 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 IN EL=5 8 1 0 . 8 ' 18" C M P FL IN EL=5 8 1 0 . 9 ' 15" C P P FL IN EL=5 8 0 6 . 9 ' DI GRAT 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 12 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM= 5 8 1 3 . 9 ' BOTT O M = 5 8 0 7 . 3 ' BOTT 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 IN EL=5 8 1 2 . 4 ' 12" C P P FL IN EL=5 8 1 1 . 8 ' ICVB ICV SSCO 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 3 C8.4 3 C8.4 3 C8.4 3 C8.4 1 C8.4 3 C8.4 SPECIAL CONSTRUCTION (EX WATER WITHIN 10' OF SD) SPECIAL CONSTRUCTION (EX WATER WITHIN 10' OF SD) REFERENCE DETAIL 5, SHEET C6.9 FOR CONNECTION DETAIL 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 90 % 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 AU G U S T 2 9 , 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. INSTALL 15 LF OF 8"Ø RESTRAINED DI PIPE (BETWEEN PERMANENT DEAD END & 11.25° ELBOW) STA: 0+15.07 INSTALL 8"Ø RMJ X RMJ DI 11.25° HORIZONTAL ELBOW STA: 0+27.87 INSTALL 8"Ø RMJ X RMJ DI 11.25° HORIZONTAL ELBOW STA: 1+30.51 INSTALL 8"Ø RMJ X RMJ DI 11.25° HORIZONTAL ELBOW STA: 1+66.77 INSTALL 8"Ø RMJ X RMJ DI 45° HORIZONTAL ELBOW STA: 1+87.26 INSTALL 8"Ø RMJ X RMJ DI 45° HORIZONTAL ELBOW INSTALL 13 LF OF 8"Ø RESTRAINED DI PIPE (BETWEEN 11.25° ELBOWS) INSTALL 103 LF OF 8"Ø RESTRAINED DI PIPE (BETWEEN 11.25° ELBOWS) INSTALL 36 LF OF 8"Ø RESTRAINED DI PIPE (BETWEEN 11.25° & 45° ELBOWS) INSTALL 21 LF OF 8"Ø RESTRAINED DI PIPE (BETWEEN 45° ELBOWS) INSTALL 6 LF OF 8"Ø RESTRAINED DI PIPE (BETWEEN 45° ELBOW & POINT OF CONNECTION) REF. CONNECTION DETAIL STA: 0+0.00 INSTALL 8"Ø PERMANENT DEAD END STA: 0+3.00 INSTALL 1"Ø SERVICE FOR 34" METER NEW 34" WATER METER EXISTING METER & SERVICE LINE TO BE REMOVED WEST RIVER STREET WEST RIVER STREETSTREETSCAPE IMPROVEMENTS STA: 1+90.00 INSTALL 8"Ø INLINE GATE VALVE STA: 0+05.76 INSTALL 8"Ø INLINE GATE VALVE STA: 0+07.53 INSTALL 8"Øx6"Ø TEE w/ 8"Ø GATE VALVE (W) & 6"Ø GATE VALVE (S) & FIRE HYDRANT ASSEMBLY (S) 10262 WEST RIVER STREET APN: 019-120-011 FUTURE SITE IMPROVEMENTS SHOWN FOR REFERENCE ONLY (BY OTHERS - NOT A PART) CONTRACTOR TO POTHOLE/VERIFY DEPTH OF EXISTING GAS MAINS PRIOR TO CONSTRUCTION OF NEW WATER INFRASTRUCTURE & MAINTAIN A MIN. OF 12" VERTICAL SEPARATION BETWEEN NEW AND EXISTING FACILITIES 3 C8.6 2 C8.7 4 C8.5 1 C8.7 3 C8.5 3 C8.5 3 C8.5 3 C8.5 3 C8.5 3 C8.5 2 C8.7 4 C8.6 2 C8.7 INSTALL 8"Ø RESTRAINED DI PIPE (BETWEEN PERMANENT DEAD END & 11.25° ELBOW) INSTALL 8"Ø RESTRAINED DI PIPE (BETWEEN 11.25° ELBOWS) INSTALL 8"Ø RESTRAINED DI PIPE (BETWEEN 11.25° ELBOWS) INSTALL 8"Ø RESTRAINED DI PIPE (BETWEEN 11.25° & 45° ELBOWS) INSTALL 8"Ø RESTRAINED DI PIPE (BETWEEN 45° ELBOWS) INSTALL 8"Ø RESTRAINED DI PIPE (BETWEEN 45° ELBOW & POINT OF CONNECTION) INSTALL 8"Ø RMJ X RMJ DI 11.25° HORIZONTAL ELBOW INSTALL 8"Ø RMJ X RMJ DI 11.25° HORIZONTAL ELBOW INSTALL 8"Ø RMJ X RMJ DI 11.25° HORIZONTAL ELBOW INSTALL 8"Ø RMJ X RMJ DI 45° HORIZONTAL ELBOW INSTALL 8"Ø RMJ X RMJ DI 45° HORIZONTAL ELBOW INSTALL 1"Ø SERVICE TAP FOR 34" METER EX GRADE ABOVE PROPOSED WATERLINE (TO BE MATCHED) INSTALL 8"Ø PERMANENT DEAD END REFERENCE CONNECTION DETAIL INSTALL 8"Ø INLINE GATE VALVE INSTALL 8"Øx6"Ø TEE w/ 8"Ø GATE VALVE (W) & 6"Ø GATE VALVE (S) & FIRE HYDRANT ASSEMBLY (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. 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 W A T E R 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C6.6 RH JT MG 9562.000 WV WV W WB STOP MAINTAIN A MIN. OF 12" VERTICAL SEPARATION BETWEEN PROPOSED SEWER & PROPOSED STORM DRAIN MAINS 10262 W RIVER STREET APN 019-120-011 10250 W RIVER STREET APN 019-130-003 10331 W RIVER STREET APN 019-120-004 10257 W RIVER STREET APN 019-130-004 WEST RIVER STREET M I L L S T R E E T 5800 5805 5810 5815 5820 5825 5830 MAINTAIN A MIN. OF 12" VERTICAL SEPARATION BETWEEN PROPOSED SEWER & PROPOSED STORM DRAIN MAINS EX GRADE ABOVE PROPOSED SEWER (TO BE MATCHED) 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 S E W E R 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 20' C6.7 RH JT MG 9562.000 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 CONCRETE WASHOUT AREA AS NECESSARY CONSTRUCT 12' WIDE X 50' LONG TEMPORARY GRAVEL CONSTRUCTION SITE ENTRANCE/EXIT AS NECESSARY. GRAVEL TO BE 4-8" THICK (MIN) 3'-6' WASHED, WELL GRADED GRAVELS OR CRUSHED ROCK UNDERLINE WITH FILTER FABRIC 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C7.1 JT MG MG 9562.000 T 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 GRAVEL BAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.)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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C7.2 JT MG MG 9562.000 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 GRAVEL BAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE GRAVEL BAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE GRAVEL BAGS ALONG THE PROPOSED STORM DRAIN TRENCH (TYP.) PROVIDE GRAVEL BAGS 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C7.3 JT MG MG 9562.000 ST HUB 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 GRAVEL BAGS 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 CONSTRUCT 12' WIDE X 50' LONG TEMPORARY GRAVEL CONSTRUCTION SITE ENTRANCE/EXIT AS NECESSARY. GRAVEL TO BE 4-8" THICK (MIN) 3'-6' WASHED, WELL GRADED GRAVELS OR CRUSHED ROCK UNDERLINE WITH FILTER FABRIC . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 10' C7.4 JT MG MG 9562.000 RIVER ST 9-090-23 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 GRAVEL BAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE GRAVEL BAGS AT ALL EXISTING/PROPOSED STORM DRAIN INLETS (TYP.) PROVIDE GRAVEL BAGS AT DOWNSTREAM GUTTER CONNECTION (TYP.) PROVIDE GRAVEL BAGS 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 90 % 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 AU G U S T 2 9 , 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 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 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 GRAVEL BAGS 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 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. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.1 BG MG MG 9562.000 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" 12" 3.5" 6" 26" R=12" R=12" 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=12" R=12" R=9" 36" VALLEY GUTTER SCALE: N.T.S. 3" CLR. 8" 6" 36" AS CALLED OUT ON PLANS 8" CLASS 2 AGGREGATE BASE 4000 PSI CONCRETE CONCRETE VALLEY GUTTER W/(3) #4 REBAR CONT. R=12"R=12" 3" CLR. 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 REF. SITE PLAN FOR PAVER TYPE 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 REF. SITE PLAN FOR PAVER TYPE PAVERS ADJACENT TO PCC SCALE: N.T.S. INSTALL FULL BRICK ALONG ALL EDGES REF. SITE PLAN FOR PAVER TYPE GEOTEXTILE FABRICCOMPACT SAND BEDDING COURSE TO EDGE OF CONCRETE CURB & GUTTER OR CONCRETE BAND EXTEND GEOTEXTILE FABRIC VERTICALLY 2" ALONG EDGE OF CONCRETE 1 C8.2 6" 2 C8.2 3 C8.2 9" 4 C8.2 6 C8.2 12" 7 C8.2 9 C8.2 Ø6-1/4" REF. UTILITY PLANS FOR TRENCH DRAIN LENGTH 8" 10-1/4" 7-7/8" TYPICAL HEEL PROOF TRENCH DRAIN SCALE: N.T.S. 10 C8.2 NOTES: 1. THE TRENCH DRAIN SHALL BE 8" WIDE BY 8" DEEP WITH STAINLESS STEEL ADA & HEEL PROOF GRATE BY DURATRENCH, STANDARDPARK, OR APPROVED EQUAL. SCARIFY AND RECOMPACT TOP 5" OF SUBGRADE TO 95% RELATIVE COMPACTION A A SECTION A-A BB SECTION B-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. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.2 BG MG MG 9562.000 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. 12" 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 REF. SITE PLAN FOR PAVER TYPE 12" NOTES: 1. INSTALL SNOW POLES AT TOP BACK OF CURB AT ALL CURB RETURNS AND EACH SIDE OF DRIVEWAY OPENINGS. 2. SNOW POLE SLEEVE IS CONCRETE BASE w/ BLACK TELSPAR ALONG WITH A CAP ON TOP. 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 STANDARDS REF. SITE PLAN FOR PAVER TYPE 12" TEMPORARY PATCH SCALE: N.T.S. (E) AC SAWCUTSAWCUT2" AC (E) AC 6" AGGREGATE BASE MIN. DEPTH OF AGGREGATE BASE SHALL EXTEND THE FULL DEPTH OF (E) AC AND (E) AGGREGATE BASE STANDARD DRIVEWAY w/ 4' WALKWAY 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 6" MIN MATCH GRADE AT DRIVEWAY CONSTRUCTION JOINT (P) SIDEWALK WHERE SHOWN PAVER SIDEWALK 2' WEAKENED PLANE JOINTS AT 5' O.C. W/ EXPANSION JOINT IF NECESSARY DEPRESSED CURB GUTTER T TRANSITION AS NEEDED 12" EXPANSION JOINT LINES FOR VISUAL PERSPECTIVE ONLY (NOT FOR CONSTRUCTION) 12" EXPANSION JOINT DEPRESSED CURB MATCH (E) DRIVEWAY WIDTH 12" R. (TYP.)BOTTOM OF CURB T TRANSITION AS NEEDED 12" 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=12" R=12" R=9" 5 C8.3 10" 6" BATTERED CURB SCALE: N.T.S. 2 C8.3 14" 5" 6" 4" 4000 PSI CONCRETE REF. SITE PLAN FOR PAVER TYPE 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 REF. SITE PLAN FOR PAVER TYPE 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' (MAX) 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 NOTES: 1. SEE NOTES 1 & 2 FOR DETAIL 7, THIS SHEET. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.3 BG MG MG 9562.000 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. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.4 BG MG MG 9562.000 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. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.5 BG MG MG 9562.000 1 C8.6 2 C8.6 3 C8.6 WATERLINE CONNECTION DETAIL SCALE: N.T.S. 4 C8.6 EXISTING 8"Ø DUCTILE IRON WATERLINE EXISTING ±1"Ø WATER SERVICE LINE TO EXISTING METER (TO BE REMOVED) PROPOSED 8"Ø GATE VALVE PROPOSED 8"Ø RESTRAINED DI PIPE (REF. SHEET C6.6) CONNECT TO EXISTING 8"Ø DUCTILE IRON MAIN SHEET NOTES: 1. CONTRACTOR MAY SUBSTITUTE RESTRAINED MECHANICAL JOINT FITTINGS FOR FLANGE FITTINGS IF PREFERRED. 2. ALL PIPE & FITTINGS SHALL BE MECHANICALLY RESTRAINED. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY LABOR, MATERIALS, AND EQUIPMENT NEEDED FOR PRESSURE TESTING, DISINFECTION, AND FLUSHING; INCLUDING, BUT NOT LIMITED TO, FOSTER ADAPTERS, COMPANION FLANGES, SADDLE TAPS, ETC. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.6 BG MG MG 9562.000 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. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.7 BG MG MG 9562.000 2" 6" 32 532 "46 " 48 916 " 98 1516" 94 1516" (± 12") BETWEEN POSTS 7 2732 " 18 " 4 34" O.C. & 5 34" BTW PICKETS INSTALL LEVEL 2" x 13ga PUNCHED CHANNEL RAILS 4" GALVANIZED STEEL TUBING w/ CAP SLEEVE TYP. GALVANIZED STEEL TUBING POST SHALL FIT SECURELY IN SLEEVE 1" TS x 16ga PICKET (19 PER PANEL) NOTES: 1. FENCE SHALL BE BETAFENCE INDUSTRIAL LANDMARK OR EQUAL. 2. ALL FENCE MATERIAL SHALL BE POWDER COATED FLAT BLACK. 1 C8.8 ROD IRON FENCE SCALE: N.T.S. 24"6'24" 10 " 9" 11 " 6" REF. SITE PLAN FOR PAVER TYPE 3" (min) PAVER 1" THICK SAND BEDDING COURSE CONCRETE BORDER 12"R TYP PAVEMENT SECTION AS CALLED OUT ON PLANS & DETAILS 3 - #4 CONTINUOUS6" THICK, 4000 PSI CONCRETE. SEE NOTES ON SHEET S1.0PULVERIZED MATERIAL COMPACTED TO 95% RELATIVE COMPACTION #4 @ 12" O.C. EACH WAY NOTES: 1. REFERENCE CIVIL SITE PLANS FOR PAVER PATTERN TYPE. 2. 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. 3. SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. 2 C8.8 PAVER CROSSWALK SCALE: N.T.S. 3 C8.8 BASALITE ITALIAN RENAISSANCE PAVERS SCALE: N.T.S. RANDOM TWO PATTERN (30% MEGA, 40% RECTANGLE, & 30% SQUARE)POSITANO FINISH VARIES (6' MIN.) DRIVEWAY VARIES (6' MIN.) VARIES (REF. CIVIL PLANS FOR CURB TYPE) SI D E W A L K ( 6 ' M I N ) CURB FLUSH ADJACENT TO DRIVEWAY CURB TRANSITION (REF. DETAIL 8, C8.3) ISOMETRIC VIEW (FOR VISUAL REFERENCE) 2% M A X 2% M A X 2% M A X 12:1 MAX 12:1 MAX A A SECTION A-A PLAN VIEW 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. 6" CLASS 2 AGGREGATE BASE OR SUBGRADE 4000 PSI CONCRETE 4 C8.8 STANDARD DRIVEWAY (WITHOUT 4' WALKWAY) SCALE: N.T.S. PAVER SIDEWALK 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.8 BG MG MG 9562.000 15" MAX BATTERED CURB SCALE: N.T.S. 3 C8.9 4000 PSI CONCRETE (SEE CONCRETE NOTES ON SHEET S1.0) 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. EXISTING WAREHOUSE BUILDING 15 " M A X HE I G H T 8" 12"R TYP 3" CLR BATTERED CURB FACE 12"3 - #4 HORZ CONTINUOUS 1 - #4 VERT @ 18" O.C. JENSEN SEDIMENT VAULT SCALE: N.T.S. 1 C8.9 ROCK OUTLET PROTECTION SCALE: N.T.S. 2 C8.9 3" 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 SIDEWALK SCALE: N.T.S. 4 C8.9 4" PROPOSED 48"Ø MANHOLE 5' CUT AND REPLACE APPROXIMATELY 10' OF EXISTING 24"Ø STORM DRAIN w/ PROPOSED 15"Øx24"Ø TEE EXISTING 24"Ø STORM DRAIN EXISTING 24"Ø STORM DRAIN PROPOSED 24"Ø COUPLING TO CONNECT EXISTING 24"Ø TO PROPOSED 24"Ø PIPING (TYP) PROPOSED 15"Ø STORM DRAIN (REF. UTILITY PLANS) STORM DRAIN CONNECTION SCALE: N.T.S. 5 C8.9 NOTES: 1. THE EXISTING 24"Ø STORM DRAIN PIPE IS LOCATED DIRECTLY BELOW A 12"Ø SEWER PIPE. PROPOSED 24"Ø COUPLING TO CONNECT EXISTING 24"Ø TO PROPOSED 24"Ø PIPING (TYP) PROPOSED 48"Ø MANHOLE PROPOSED 15"Ø STORM DRAIN (REF. UTILITY PLANS) EXISTING 12"Ø SANITARY SEWER PLAN VIEW SECTION VIEW PROPOSED 15"Ø STORM DRAIN (REF. UTILITY PLANS) 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. C8.9 BG MG MG 9562.000 STRUCTURAL NOTES 1.BASIS OF DESIGN A.CODES: CALIFORNIA BUILDING CODE, 2013 EDITION ASCE 7-10 B.WIND: RISK CATEGORY II V = 110 MPH (V ULTIMATE) EXPOSURE C SIMPLIFIED ANALYSIS PROCEDURE C.SEISMIC: RISK CATEGORY II SS = 1.259 S1 = 0.419 Fa = 1.0 Fv = 1.581 SMS = 1.259 SM1 = .662 SDS = .839 SD1 = .442 IE = 1.0 SITE CLASS D SEISMIC DESIGN CATEGORY D R = 2 CS = .294 (ASD) D.SNOW LOADS: GROUND SNOW LOAD, PG = 175 PSF THESE LOADS ARE NON-REDUCIBLE AND SHALL BE COMBINED WITH SEISMIC AND WIND LOADS AS SHOWN IN THE CALIFORNIA BUILDING CODE. E.GEOTECHNICAL: ALLOWABLE BEARING = 2,000 PSF (DEAD AND LIVE LOADS) ALLOWABLE BEARING = 2,660 PSF (TOTAL LOADS) 2.GENERAL A.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, THE CALIFORNIA BUILDING CODE, 2013 EDITION AND THE REQUIREMENTS OF THE TOWN OF TRUCKEE. B.THE CONTRACTOR SHALL REFER TO DRAWINGS OTHER MEMBERS OF THE ENGINEERING TEAM FOR ALL ADDITIONAL INFORMATION PERTINENT TO THE CONSTRUCTION OF THE PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO THOROUGHLY REVIEW THESE DRAWINGS PRIOR TO CONSTRUCTION. C.PRIOR TO COMMENCING WORK ON THE FOUNDATION PORTION OF THE PROJECT, THE CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS AS SHOWN ON THE DRAWINGS, INCLUDING THE LOCATIONS OF UNDERGROUND UTILITY LINES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF THE ACTUAL CONDITIONS ENCOUNTERED IN THE FIELD DIFFER FROM THE CONDITIONS INDICATED IN THE DRAWINGS. D.NOTES AND DETAILS NOTED AS “TYPICAL” SHALL BE USED WHENEVER APPLICABLE. SPECIFIC DETAILS AND NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THESE DETAILS AND TO ENSURE THAT THEY ARE USED WHERE NECESSARY. E.SHOULD CLARIFICATIONS REGARDING THE INTENT OF THE DESIGN BE REQUIRED, THE CONTRACTOR SHALL SUBMIT REQUESTS FOR INFORMATION (RFI'S) TO THE ENGINEER. RFI'S SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE CLARIFICATION REQUIRED. THE ENGINEER SHALL RESPOND IN WRITING AND ISSUE CLARIFICATION DRAWINGS AS NECESSARY. RESPONSES TO RFI'S ARE NOT DEEMED TO BE APPROVED CHANGE ORDERS. F. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO PROVIDE ADEQUATE SHORING AND BRACING TO MAINTAIN THE INTEGRITY OF EXCAVATIONS AND ALL ELEMENTS OF EACH STRUCTURE DURING CONSTRUCTION. DESIGN OF SHORING, BRACING, SCAFFOLDING, ETC. WHICH ARE REQUIRED TO FACILITATE THE MEANS AND METHODS OF CONSTRUCTION SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. G.WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR USING SCALED DIMENSIONS WHICH HAVE NOT BEEN VERIFIED. H.CHANGES OR DEVIATIONS FROM THE STRUCTURAL DRAWINGS WILL NOT BE ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE ENGINEER. 3.SUBMITTALS A.AT LEAST TWO WEEKS PRIOR TO PROCEEDING WITH THE FOUNDATION EXCAVATIONS OR OTHER APPLICABLE PORTIONS OF THE WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE OWNER AND ENGINEER FOR REVIEW: x CONCRETE MIX DESIGNS x REINFORCING STEEL SHOP DRAWINGS x AWS CERTIFICATION FOR WELDERS THE ENGINEER IS NOT RESPONSIBLE FOR DELAYS DUE TO SUBMITTALS WHICH ARE NOT PROVIDED TWO WEEKS IN ADVANCE. B.THE SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE STRUCTURAL ENGINEER FOR HIS RECORDS: x SPECIAL INSPECTION REPORTS x TESTING REPORTS C.REVIEW OF SUBMITTALS BY THE STRUCTURAL ENGINEER IS FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT ONLY AND DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR COMPLETING THE WORK IN ACCORDANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS. 4.ALTERNATIVES (SUBSTITUTIONS) A.THE ENGINEER WILL CONSIDER ALTERNATIVES FOR STRUCTURAL MATERIALS AND PROCEDURES AS SPECIFIED IN THE CONTRACT DOCUMENTS PROVIDED THE ALTERNATIVE DOES NOT CAUSE AN INCREASE IN COST OR DELAY THE PROJECT IN ANY MANNER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE THAT ALL ALTERNATIVES ARE EQUAL IN STRENGTH, PERFORMANCE, AND DURABILITY TO THE MATERIALS OR PROCEDURES SPECIFIED IN THE CONTRACT DOCUMENTS. B.THE ENGINEER'S WRITTEN APPROVAL SHALL BE REQUIRED PRIOR TO USING ANY ALTERNATIVE. CONSIDERATION OF ANY ALTERNATIVE SUBMITTAL SHALL NOT BE DEEMED TO IMPLY ADVANCE ACCEPTANCE BY THE ENGINEER. C.THE ENGINEER WILL REQUIRE SUFFICIENT TIME TO ADEQUATELY EVALUATE ANY PROPOSED ALTERNATIVE. THE CONTRACTOR SHALL SUBMIT AN ALTERNATIVE SUBMITTAL SUFFICIENTLY IN ADVANCE TO AVOID DELAY TO THE WORK. THE ENGINEER RESERVES THE RIGHT TO REJECT ANY ALTERNATIVE. SUCH REJECTION SHALL NOT BE GROUNDS FOR DELAYS IN WORK OR AN INCREASE IN THE CONTRACT AMOUNT. D.ALTERNATIVE SUBMITTALS SHALL BE SUBMITTED TO THE ENGINEER AS STAND-ALONE DOCUMENTS INDEPENDENT OF SHOP DRAWINGS, MATERIAL CERTIFICATIONS, AND OTHER SUBMITTAL REQUIREMENTS. AS A MINIMUM, EACH ALTERNATIVE SUBMITTAL SHALL CONFORM TO, BUT NOT BE LIMITED TO, THE FOLLOWING REQUIREMENTS: x ALTERNATIVE SUBMITTALS SHALL BE EQUIVALENT IN ALL RESPECTS TO THE SPECIFIED ITEM AND SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. x ALTERNATIVE SUBMITTALS SHALL NOT ALTER OR MODIFY THE DESIGN INTENT, FUNCTION, PERFORMANCE, APPEARANCE, OR PROPORTIONS OF THE SPECIFIED ITEM. x ALTERNATIVE SUBMITTALS SHALL INCLUDE LEGIBLE, COMPLETE, AND PROPERLY COORDINATED TECHNICAL DATA, SUCH AS ICC EVALUATION REPORTS, AS WELL AS OTHER RELEVANT INFORMATION REQUIRED BY THE ENGINEER TO ADEQUATELY EVALUATE THE ALTERNATIVE. THE CONTRACTOR SHALL PROMPTLY SUBMIT ADDITIONAL DATA AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. E.THE ENGINEER'S ACCEPTANCE OF AN ALTERNATIVE SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR COMPLIANCE WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL COORDINATE AND OTHERWISE BE RESPONSIBLE FOR ANY CHANGES IN THE WORK OF SUB-CONTRACTORS AND ALL OTHER AFFECTED PARTIES, WHICH MAY BE CAUSED BY THE ACCEPTANCE OF AN ALTERNATIVE. 5.FOUNDATIONS A.FOUNDATION CONSTRUCTION INCLUDING ALL GRADING, OVER-EXCAVATION, AND STRUCTURAL FILL PLACEMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF TRUCKEE. B.SHOULD FINE-GRAINED CLAY SOILS OR LOOSE, WET, ORGANIC, OR OTHERWISE DELETERIOUS SOILS BE ENCOUNTERED AT FOUNDATION SUBGRADE ELEVATION, CONTACT THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. C.PRIOR TO FOUNDATION CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT THE SUBGRADE MEETS THE REQUIREMENTS OF THE TOWN OF TRUCKEE. D.A QUALIFIED SPECIAL INSPECTOR APPROVED BY THE TOWN OF TRUCKEE SHALL APPROVE ALL FILL MATERIALS PRIOR TO PLACEMENT AND SHALL OBSERVE FILLING OPERATIONS. A LETTER OF COMPLIANCE SHALL BE SUBMITTED TO THE OWNER AND ENGINEER STATING THAT FILLS AND BACKFILLS HAVE BEEN CONSTRUCTED PER TOWN OF TRUCKEE REQUIREMENTS. E.FOOTINGS SHALL BEAR NOT LESS THAN 18 INCHES BELOW THE FINISHED GRADE. F.SPECIAL INSPECTION OF OVER-EXCAVATION AND FILL PLACEMENT IS REQUIRED. 6.CONCRETE A.CONCRETE AND COMPONENT MATERIALS SHALL CONFORM TO THE FOLLOWING CRITERIA: x COMPRESSIVE STRENGTH F'C = 4,500 PSI MINIMUM @ 28 DAYS x CEMENT ASTM C150, TYPE II x CONCRETE AGGREGATE ASTM C33 (HARDROCK) x MAXIMUM AGGREGATE SIZE 1 INCH DIAMETER x WATER CEMENT RATIO .45 x SLUMP 3 INCHES + 1 INCH MAXIMUM PRIOR TO THE ADDITION OF WATER-REDUCING COMPOUNDS x AIR ENTRAINMENT 6.0% +/- 1.5% B.EXCEPT AS INDICATED ABOVE, ALL CONCRETE WORK SHALL BE PRODUCED, PLACED, CONSOLIDATED, CURED AND FINISHED IN CONFORMANCE WITH AMERICAN CONCRETE INSTITUTE STANDARD 301 “SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS”, STANDARD 305 “HOT WEATHER CONCRETING”, AND STANDARD 306 “COLD WEATHER CONCRETING”. CALCIUM CHLORIDE, SALT OR OTHER MATERIALS CREATING A CORROSIVE ENVIRONMENT IN THE CONCRETE SHALL NOT BE USED FOR ANY REASON. C.CONCRETE MIX DESIGNS FOR ALL CLASSES OF CONCRETE SHALL BE SUBMITTED FOR REVIEW A MINIMUM OF TWO WEEKS PRIOR TO FOUNDATION CONSTRUCTION. PROPORTIONING OF THE CONCRETE MATERIALS SHALL BE BASED ON TRIAL MIXTURES OR FIELD EXPERIENCE IN ACCORDANCE WITH ACI 318 SECTION 5.3. MIX DESIGNS WHICH DO NOT MEET ACI 318 SECTION 5.3 WILL BE REJECTED. D.CONCRETE SHALL BE CURED IN ACCORDANCE WITH ACI 308R-01. AS A MINIMUM, CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES F AND IN A MOIST CONDITION FOR AT LEAST THE FIRST 7 DAYS AFTER PLACEMENT UNLESS ACCELERATED CURING TECHNIQUES ARE EMPLOYED. 7.REINFORCING STEEL A.REINFORCING STEEL AND DOWELS, EXCEPT FOR #3 BARS, SHALL CONFORM TO ASTM A615, GRADE 60. NUMBER 3 BARS SHALL CONFORM TO ASTM A615, GRADE 40. BARS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE FABRICATED IN CONFORMANCE WITH THE AMERICAN CONCRETE INSTITUTE STANDARD 318. B.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT, UNLESS NOTED OTHERWISE: COVER x CONCRETE CAST AGAINST OR EXPOSED TO EARTH 3 INCHES x CONCRETE EXPOSED TO WEATHER 2 INCHES x CONCRETE NOT EXPOSED TO WEATHER 1½ INCHES x CONCRETE NOT IN CONTACT WITH SOIL 1½ INCHES C.ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO CONCRETE PLACEMENT. D.WELDING OF REINFORCING STEEL OR WELD STRIKES ON REINFORCING BARS IS NOT PERMITTED. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. S1.0 BG MG MG 9562.000 E.TENSION DEVELOPMENT LENGTH OF BARS, LD, SHALL BE AS FOLLOWS: BAR SIZE TOP BARS OTHER BARS #4 29” 22” #5 36” 28” #6 43” 33” #7 63” 48” #8 72” 55” F. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCING WITH MORE THAN 12 INCHES OF CONCRETE BELOW. G.TENSION LAP SPLICE LENGTH SHALL BE AS FOLLOWS: x CLASS A = 1.0 LD x CLASS B = 1.3 LD FOR LAP SPLICES OF BARS OF DIFFERING DIAMETERS, THE LAP SPLICE LENGTH SHALL BE THAT REQUIRED FOR THE SMALLER BAR. THE MINIMUM CONTACT LAP SPLICE LENGTH SHALL BE CLASS B UNLESS NOTED OTHERWISE ON THE DRAWINGS. 8.RETAINING WALLS A.RETAINING WALLS SHALL BE CONSTRUCTED AS INDICATED. TOP OF WALL ELEVATIONS SHALL BE AS SHOWN ON THE CIVIL DRAWINGS. MAXIMUM WALL HEIGHTS SHALL NOT EXCEED THE HEIGHTS SHOWN ON THE STRUCTURAL DRAWINGS. B.WALL BACKFILL MATERIALS SHALL MEET THE REQUIREMENTS OF THE TOWN OF TRUCKEE. C.RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL THE DESIGN STRENGTH IS ATTAINED AND THE CONCRETE HAS REACHED A MINIMUM AGE OF SEVEN DAYS. D.DESIGN FORMWORK SO IT WILL SAFELY SUPPORT ALL REQUIRED VERTICAL AND LATERAL LOADS THAT MIGHT BE APPLIED. E.PROVIDE A CHEMICAL RELEASE AGENT GUARANTEED TO BE NON-STAINING AND NOT IMPAIRING THE BOND OF PAINTS OR OTHER COATINGS. THE RELEASE AGENT SHALL MEET THE REQUIREMENTS OF THE TOWN OF TRUCKEE. F. THE EXPOSED WALL SURFACE FINISH SHALL BE A “BOARD FORMED” FINISH AS APPROVED BY THE TOWN OF TRUCKEE. 9.ANCHOR BOLTS A.UNLESS NOTED OTHERWISE, ANCHOR BOLTS SHALL BE THREADED RODS CONFORMING TO ASTM F1554 GRADE 36. ANCHOR RODS SHALL BE SIZED AS INDICATED AND WITH PROJECTIONS ABOVE THE CONCRETE SURFACE AS REQUIRED TO ACCOMMODATE FULLY ENGAGED NUTS AND WASHERS. B.NUTS SHALL BE HEAVY HEX NUTS AND SHALL CONFORM TO ASTM A563. USE DOUBLE NUTS IN ALL CONNECTIONS. WASHERS USED FOR ANCHOR BOLTS SHALL BE HEAVY PLATE WASHERS CONFORMING TO ASTM A36. ANCHOR BOLTS, NUTS AND WASHERS SHALL BE HOT-DIPPED GALVANIZED. C.WASHERS OTHER THAN WASHERS FOR ANCHOR BOLTS SHALL CONFORM TO ASTM F436. 10.HEADED STUD ANCHORS A.HEADED STUD ANCHORS (HSA'S) SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.1 TYPE B AND SHALL BE SPECIFICALLY MADE FOR ANCHORAGE INTO CONCRETE. ANCHORS SHALL BE WELDED ACCORDING TO CHAPTER 7, AWS D1.1 USING A STUD WELDING GUN. B.SPECIAL INSPECTION OF HEADED STUD ANCHOR INSTALLATION IS REQUIRED. 11.THREADED RODS A.THREADED RODS USED IN EPOXY ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 AND SHALL BE SUPPLIED WITH NUTS CONFORMING TO ASTM A563, GRADE A AND WITH WASHERS CONFORMING TO ANSI B18.22.1. THREADED RODS EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED. B.THREADED ROD PROJECTION ABOVE THE ADJACENT SURFACE SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND AS REQUIRED TO ALLOW INSTALLATION OF A FULLY ENGAGED NUT AND WASHER. 12.SMOOTH DOWELS A.SMOOTH DOWELS SHALL BE INSTALLED IN WALL EXPANSION JOINTS AS INDICATED. DOWELS SHALL BE SMOOTH ROUND STEEL BARS CONFORMING TO ASTM A615. B.PRIOR TO INSTALLATION, AT LEAST ONE-HALF OF EACH DOWEL SHALL BE COATED WITH A BOND-BREAKING SUBSTANCE TO PREVENT BOND WITH THE CONCRETE. PLASTIC DOWEL SLEEVES MAY BE USED INSTEAD OF A BOND-BREAKING COATING. C.DOWELS SHALL BE INSTALLED AT MID-DEPTH OF THE WALL AND SHALL BE ORIENTED PERPENDICULAR TO THE JOINT SURFACE. SKEWED DOWELS SHALL BE REMOVED AND RE-INSTALLED IN THE CORRECT ORIENTATION. 13.EPOXY ANCHORS AND DOWELS A.EPOXY ANCHORS AND DOWELS IN CONCRETE SHALL UTILIZE EPOXY-TIE SET-XP HIGH STRENGTH EPOXY SYSTEM (ICC REPORT ESR-2508) AS MANUFACTURED BY SIMPSON STRONG-TIE. EPOXY MATERIAL SHALL NOT BE CHANGED WITHOUT PRIOR APPROVAL OF THE ENGINEER. EPOXY ANCHOR INSTALLATION SHALL BE IN ACCORDANCE WITH THE WRITTEN REQUIREMENTS OF THE MANUFACTURER. B. ADJUST THE LOCATION OF EPOXY ANCHORS AND DOWELS AS NECESSARY TO AVOID EXISTING REINFORCING STEEL. CUTTING OF REINFORCING STEEL IS NOT PERMITTED. C.EPOXY ANCHORS AND DOWELS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS UNLESS NOTED OTHERWISE: DOWEL SIZE MINIMUM EMBEDMENT 1/2 “4 1/4” 5/8”5” 3/4”6 3/4” 14.STRUCTURAL STEEL A.ALL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE “SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS” AS ADOPTED BY THE AMERICAN INSTITUTE FOR STEEL CONSTRUCTION. B.STRUCTURAL STEEL PLATES SHALL CONFORM TO ASTM A36 OR A572. C.UNLESS OTHERWISE NOTED, HOLES FOR BOLTS SHALL BE 1/16" LARGER THAN THE NOMINAL DIAMETER OF THE BOLT AND SHALL BE PUNCHED AND/OR DRILLED. GAS CUT HOLES WILL NOT BE ALLOWED. D.WELDING MATERIALS AND PROCEDURES SHALL BE IN CONFORMANCE WITH THE AMERICAN WELDING SOCIETY'S STRUCTURAL WELDING CODE AWS D1.1. WELDING ELECTRODES SHALL BE E70XX, UNLESS ALLOWED OTHERWISE BY AWS. MINIMUM WELD SIZE SHALL BE IN ACCORDANCE WITH TABLE J2.4 OF THE MANUAL OF STEEL CONSTRUCTION, 13TH EDITION. TABLE J2.4 MINIMUM SIZE OF FILLET WELDS THICKNESS OF THICKER PART JOINED (IN.)MIN. SIZE OF FILLET WELD (IN.) 1/4 AND LESS 1/8 1/4 TO 1/2 3/16 OVER 1/2 TO 3/4 1/4 OVER 3 /4 5/16 E. ALL EXPOSED STEEL SHALL BE HOT-DIPPED GALVANIZED. GALVANIZING THAT HAS BEEN DAMAGED BY WELDING OR DURING INSTALLATION SHALL BE REPAIRED IN ACCORDANCE WITH ASTM A780 AND AS APPROVED BY THE OWNER. F. GROUT USED UNDER STEEL BASE PLATES SHALL BE SIKAGROUT 212 (OR APPROVED EQUAL) AS MANUFACTURED BY SIKA CORPORATION. MAXIMUM APPLICATION THICKNESS SHALL BE 2 INCHES. MIX AND APPLY IN ACCORDANCE WITH SIKA'S WRITTEN INSTRUCTIONS. 15.JOINT SEALANT A.ALL JOINTS TO RECEIVE SEALANT SHALL BE THOROUGHLY CLEANED WITH POTABLE WATER AND COMPRESSED AIR SUCH THAT THE CLEANED SURFACE IS FREE OF CONCRETE SLURRY, DUST, DIRT AND ALL OTHER CONTAMINANTS. B.JOINT SEALANT SHALL BE SIKAFLEX-2C NS/SL AS MANUFACTURED BY SIKA CORPORATION. ALL JOINTS TO RECEIVE SEALANT SHALL BE PRIMED WITH SIKAFLEX PRIMER 429/202. STRUCTURAL SYSTEM SPECIAL INSPECTION REQUIREMENTS A.THE FOLLOWING INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH THE 2013 CALIFORNIA BUILDING CODE, CHAPTER 17. THESE INSPECTIONS ARE IN ADDITION TO ANY OTHER INSPECTIONS PERFORMED ON THE PROJECT. B.INDIVIDUALS PERFORMING THESE INSPECTIONS SHALL BE QUALIFIED AND APPROVED BY THE TOWN OF TRUCKEE PRIOR TO PERFORMING ANY INSPECTIONS. C.SPECIAL INSPECTIONS: 1. SOILS DURING ALL EXCAVATION, OVER-EXCAVATION AND PLACEMENT OF STRUCTURAL FILL BELOW AND AROUND FOUNDATIONS TO VERIFY COMPLIANCE WITH CBC SECTION 1705.6 AND TABLE 1705.6. 2. CONCRETE: DURING THE INSTALLATION OF REINFORCING STEEL AND PLACING OF CONCRETE INCLUDING TAKING OF TEST SPECIMENS IN ACCORDANCE WITH CBC 1705.3 AND TABLE 1705.3 3. ANCHOR BOLTS AND HEADED STUD ANCHORS (HSA'S) INSTALLED IN CONCRETE DURING THE INSTALLATION OF ANCHOR BOLTS AND HEADED STUD ANCHORS (HSA'S) AND DURING PLACEMENT OF CONCRETE AROUND ANCHORS 4. WELDING: IN ACCORDANCE WITH CBC SECTION 1705.2.1 5. DRILLED PIER: IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER. 6. EPOXY-TYPE ADHESIVE CONNECTIONS EPOXY ANCHOR INSTALLATION IS SUBJECT TO PERIODIC INSPECTION, THE SPECIAL INSPECTOR MUST BE ON-SITE INITIALLY DURING THE ANCHOR INSTALLATION TO VERIFY: x ANCHOR TYPE x ANCHOR DIAMETER AND LENGTH x HOLE LOCATION, DIAMETER AND DEPTH x HOLE CLEANING PROCEDURE x ANCHOR SPACINGS AND EDGE DISTANCES x ANCHOR EMBEDMENT x TIGHTENING TORQUE x ADHESIVE TYPE AND EXPIRATION DATE x ADHESIVE INSTALLATION METHOD IS IN ACCORDANCE WITH SIMPSON'S WRITTEN INSTRUCTIONS THE SPECIAL INSPECTOR MUST VERIFY THE INITIAL INSTALLATIONS OF EACH TYPE AND SIZE OF ANCHOR. SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME PERSONNEL IS PERMITTED TO BE PERFORMED IN THE ABSENCE OF THE SPECIAL INSPECTOR. ANY CHANGE IN THE ANCHOR SIZE OR THE PERSONNEL PERFORMING THE INSTALLATION REQUIRES AN INITIAL INSPECTION. FOR ONGOING INSTALLATIONS OVER AN EXTENDED PERIOD OF TIME, THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS TO CONFIRM CORRECT HANDLING AND INSTALLATION OF THE PRODUCT. D.THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ICC/ESR REPORTS FOR PROPRIETARY MATERIALS AT THE JOBSITE. THIS INFORMATION SHALL BE MADE AVAILABLE TO THE SPECIAL INSPECTOR UPON REQUEST. E.UPON COMPLETION OF CONSTRUCTION, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO TOBEY-WADE CONSULTING. THE REPORT SHALL INDICATE THE EXTENT TO WHICH THE INSPECTED WORK WAS COMPLETED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. NON-COMPLIANT WORK SHALL HAVE BEEN CORRECTED PRIOR TO COMPLETION OF CONSTRUCTION. F. THE CONTRACTOR SHALL COORDINATE ALL ACTIVITIES REQUIRING INSPECTION WITH THE SPECIAL INSPECTOR. 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. S2.0 BG MG MG 9562.000 CL R . T.O. WALL - SEE 3-#5's x CONT. EQUALLY SPACED #5's VERT. @ 12"o.c. EA. FACE w/ STD. HOOKS PAVER SIDEWALK PER CIVIL DRAWINGS CLR. 2' - 6 " M A X . CIVIL DWGS. 1' - 6 " M I N . STD. HOOK 1" CHAMFER, TYP. EA. SIDE PAVING PER CIVIL DRAWINGS F.G. SEE CIVIL DRAWINGS F.G. SEE CIVIL DRAWINGS MI N . (2) #5's CONT. 2"Ø PVC WEEPHOLE @ 4'-0"o.c. (MAX.) (DO NOT CUT REINFORCING) #5's HORIZ. @ 12"o.c. (MAX.) #5's @ 12"o.c. 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 S3.0 NOTES: 1. THIS DETAIL DOES NOT DEPICT WALL SURFACE TREATMENT OR HANDRAILS/SAFETY RAILS. WALL ELEVATION DETAIL SCALE: N.T.S. 2 S3.0 NOTES: 1. SAFETY RAIL SHALL BE POWDER COAT 'CA 8010'. TYPICAL SAFETY RAIL ELEVATION SCALE: N.T.S. 3 S3.0 HANDRAIL DETAIL SCALE: N.T.S. 4 S3.0 NOTES: 1. HANDRAIL SHALL BE POWDER COAT 'CA 8010'. HANDRAIL ELEVATION SCALE: N.T.S. 5 S3.0 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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. S3.0 BG MG MG 9562.000 TYPICAL CONCRETE STEPS ON GRADE SCALE: N.T.S. 1 S4.0 M I N . LANDING SLAB #4 MIN. 18" LAP TOP & BOTTOM CONTINUOUS MIN. 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, COMPACTED TO 95% MDD CL R . CLR. #4 DOWELS @ 18"o.c.24" 24" ALTERNATE HOOK #4 CONT. HORIZ AT 12" O.C. PAVER SIDEWALK SEE CIVIL DWGS MI N . SLOPED BOTTOM OF STAIR 6" AGG BASE. COMPACTED TO 95% MDD NUMBER OF RISERS AND TREADS WILL VARY PER HEIGHT ***VARIES - REF. CIVIL PLANS PAVER SIDEWALK SEE CIVIL DWGS CONCRETE TRANSITION BETWEEN STAIRS & PAVERS NO GAP BETWEEN METER & PAVERS PAVER SIDEWALK PER CIVIL PLANS ATTACH PARKING METER ACCORDING TO MANUFACTURER RECOMMENDATIONS SEE CONCRETE NOTES ON SHEET S1.0 SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95% RELATIVE COMPACTION 4X4 WWM PLACE 1" FROM BOTTOM OF SLAB PAVER SIDEWALK PER CIVIL PLANS 18 " 24" 3" MIN 4" PARKING METER FOOTING SCALE: N.T.S. 2 S4.0 SECTION VIEW PLAN VIEW WALL EXPANSION JOINT (EJ) SCALE: N.T.S. 3 S4.0 WALL EXPANSION JOINT (EJ) SCALE: N.T.S. 4 S4.0 WALL EXPANSION JOINT (EJ) SCALE: N.T.S. 4 S4.0 WOOD STAIRS (FUTURE) SCALE: N.T.S. 6 S4.0 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.. 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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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 SITE FURNISHINGS NOTES 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.. 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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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 L1.0 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.. 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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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 L1.0 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 12 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM= 5 8 1 3 . 9 ' BOTT O M = 5 8 0 7 . 3 ' BOTT 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 IN EL=5 8 1 2 . 4 ' ICVB 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.. 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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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 AH AH DM WB STOP 17 3 0 M2 BF2 MV2 1" 1" B FS2 1" 112" 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.. 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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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 AH AH DM VAN WB WB 14" DI WB UB UB 2436 PULL PAD MNTD SWTCH 577TD VAULT 3X 5 PU L L M1 BF1 MV1 112" 3 4" A FS1 112" 3 4" 112" 3 4"112" 3 4" 3 4" 1"114" 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.. 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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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 AND NOTES SEE SHEET L2.0 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 12 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM= 5 8 1 3 . 9 ' BOTT O M = 5 8 0 7 . 3 ' BOTT 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 IN EL=5 8 1 2 . 4 ' ICVB 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 FOR LEGEND AND NOTES SEE SHEET L2.0 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. 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 WB STOP 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 AA 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX 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 IN T E R C E P T O R RIM= 5 8 1 4 . 3 ' FL 12 " C P P O U T = 5 8 0 9 . 6 ' W E S T RIM= 5 8 1 3 . 9 ' BOTT O M = 5 8 0 7 . 3 ' BOTT 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 IN EL=5 8 1 2 . 4 ' ICVB 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 TRAINSLOOK FOR TRAINS KEY MAP WEST RIVER STREET BR I D G E S T R E E T JAX PARKING LOT JAX PARKING LOT WEST RIVER STREET L3.3 XX XX XX 21034 PL A N T I N G P L A N 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 90 % P L A N S NO T F O R C O N S T R U C T I O N Au g u s t , 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 9 0 % P L A N S NO T F O R C O N S T R U C T I O N AU G U S T 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 STOP WB UB WB WAT E R SPIG O T WB WEST RIVER STREET S T SSCO SSC O SSCO SSC O WV WV WB WB WB WB STOP WB UB WB WAT E R SPIG O T WB WEST RIVER STREET S T SSCO SSC O SSCO 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 9 0 % P L A N S NO T F O R C O N S T R U C T I O N AU G U S T 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 DECKPAVERSRAMPPAVERS UB WB UB BOX ELEC. ICVB ICV ELEC . RISE R BM=5817.1'BM=5816.5' S I I S S S D D GV S S C O SSCO VAN WVWV WV WB WB WB WB WB 14' DI 14" DI WEST RIVER STREET WV WV WB PAVERS DECKPAVERSRAMPPAVERS UB WB UB BOX ELEC. ICVB ICV ELEC . RISE R BM=5817.1'BM=5816.5' S I I S S S D D GV S S C O SSCO 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 9 0 % P L A N S NO T F O R C O N S T R U C T I O N AU G U S T 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 9 0 % P L A N S NO T F O R C O N S T R U C T I O N AU G U S T 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 REMOVE EXISTING POLE UTILITY PROVIDER TO REMOVE OH CATVUTILITY PROVIDERS TO REMOVE EXISTING OVERHEAD TDPUD TO REMOVE EXISTING POLE & SINGLE PHASE TRANSFORMER TDPUD TO REMOVE EXISTING POLE, 3 PHASE TRANSFORMER, AND AERIAL INSTALL TDPUD 3048 COMM PULLBOX ATT 3048 PULLBOX CATV 3048 PULLBOX TDPUD THREE PHASE TRANSFORMER PAD (P) 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 (P) JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV (P) JOINT TRENCH 2-3" TDPUD SEC POWER 2-2" AT&T 2-1" CATV (MAINTAIN 5' SEPARATION FROM SWGAS LATERAL) (P) JOINT TRENCH 1-3" TDPUD SEC POWER 1-2" AT&T 1-1" CATV INSTALL (OVER EXISTING CONDUITS TO BUILDING) TDPUD 3048 SECONDARY PULLBOX ATT 2'X3' PULLBOX CATV 1730 PULLBOX INSTALL 5TH JAW ADAPTOR IN EXISTING SERVICE ENTRANCE ON BUILDING EXISTING POLE TO REMAIN. INSTALL END OF RUN GUY (BY TDPUD) INSTALL 6" & 4" TDPUD PRI RISERS INSTALL 2" TDPUD COM RISER INSTALL 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) 5 UD1.0 5 UD1.0 2 UD1.0 7 UD2.0 4 UD3.0 3 UD1.0 1 UD2.0 8 UD2.0 3 UD3.0 6 UD2.0 6 UD1.0 6 UD1.0 1 UD3.0 4 UD3.0 ATT TO INSTALL NEW J-POLE INSTALL 2-4" ATT RISERS INSTALL 1-4" CATV RISER INSTALL ATT GROUNDING SYSTEM 1 UD2.0 5 UD3.0 10' MIN HORIZONTAL SEPARATION BETWEEN JOINT TRENCH AND KM PIPELINE VERIFY DEPTH OF EXISTING SWGAS PIPELINES & CROSS A MINIMUM OF 12" BELOW 5 UD4.0 4 UD3.0 VERIFY DEPTH OF EXISTING TDPUD WATER & CROSS AT A MINIMUM OF 12" BELOW 5 UD4.0 10' MIN HORIZONTAL SEPARATION BETWEEN JOINT TRENCH AND EX GAS 10262 W RIVER ST DEPENDABLE TOW 4 UD3.0 3 UD3.0 2 UD4.0 6 UD2.0 1 UD4.0 CROSS UNDER KINDER MORGAN PIPELINE w/ 12" MIN. SEPARATION 5 UD4.0 (P) OFFSITE SEWER SYSTEM (SEE SHEET C6.7) (P) OFFSITE WATER SYSTEM (SEE SHEET C6.6) . 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: 1. SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. 2. SEE INFRASTRUCTURE CALLOUTS FOR PULLBOX/VAULT/PAD TYPE AND LOCATION. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) RISER ON J-POLE BARRIER POSTS 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 20' U1.0 BG BQ BQ 9562.000 PARKING/ LOAD I N G Z O N E WV WV WB WB WB WB STOP WB UB WB WATE R SPIG O T WB T SSCO SSC O SSCO S 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 APN 019-090-002 M I L L S T R E E T W. RIVER STREET EXISTING POLE TO BE REMOVED BY UTILITY PROVIDERS INSTALL TDPUD 3048 PULLBOX @ CENTERLINE INSTALL TERMINATION ENCLOSURE AT SERVICE ENTRANCE ON BUILDINGS INSTALL 4" AT&T CONDUIT. CONDUIT TO CROSS 12" ABOVE KINDER MORGAN PIPELINE INSTALL CATV AMPLIFIER & POWER PEDESTAL SUPPLIED BY 3" CONDUIT FROM TRANSFORMER (P) JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV UTILITY PROVIDERS TO REMOVE EXISTING POLE AND TRANSFORMER 10141 W RIVER ST APN 019-090-33 (P) JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-4" TDPUD SEC POWER 1-3" TDPUD SEC POWER 2-2" TDPUD COMM 4-4" ATT 2-2" ATT 1-4" CATV EXISTING POLE TO REMAIN FOR INTERBUILDING POWER DISTRIBUTION. INSTALL 4" ATT RISER ON EXISTING POLE. INSTALL ATT 3050 PULLBOX IN PARKING AREA 3048 CATV PULLBOX IN SIDEWALK (MIN. OF 24" FROM EX WATER) UTILITY PROVIDERS TO REMOVE OH ELEC (PRI) OH ELEC (SEC) OH TELE (COPPER) OH TELE (FIBER) OH CATV EXISTING POLE UTILITY PROVIDERS TO REMOVE EX AERIAL OVERHEAD UTILITY PROVIDERS TO REMOVE EX OH TDPUD TO REMOVE OH ELEC (SEC, NOT USED) INSTALL END OF RUN GUY ON EXISTING POLE (BY TDPUD) INSTALL RISERS: 1-4" TDPUD PRI 1-2" TDPUD COMM 1-4" ATT 1-2" CATV POLE TO BE REMOVED BY TDPUD TDPUD TO REMOVE OH ELEC (PRI) INSTALL TDPUD 3 PHASE TRANSFORMER PAD w/ THREE BOLLARDS TDPUD 2436 COMM PULLBOX ATT 3048 PULLBOX CATV 1730 PULLBOX (P) JOINT TRENCH 2-4" TDPUD PRI POWER 1-2" TDPUD COMM 1-4" AT&T 1-2" CATV (P) JOINT TRENCH 2-4" TDPUD SEC POWER 2-2" AT&T FROM TRANSFORMER (P) 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 10150 W RIVER ST WAREHOUSE UPRR CREW HOUSE CR (P) JOINT TRENCH 1-6" TDPUD PRI POWER 2-4" TDPUD PRI POWER 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV VERIFY DEPTH OF EXISTING SWGAS PIPELINES AND CROSS AT A MINIMUM OF 12" BELOW SURFACE IMPROVEMENTS SHOWN ARE BY OTHERS AND NOT A PART OF THIS CONTRACT (TYP WEST OF MILL STREET) INSTALL 3048 TDPUD SEC PULLBOX UTILITY PROVIDERS TO REMOVE EX OH 4 UD3.0 5 UD1 5 UD1.0 5 UD1.0 4 UD3.0 8 UD2.0 5 UD1.0 6 UD4.0 5 UD1.0 INSTALL TDPUD 3 PHASE TRANSFORMER PAD w/ THREE BOLLARDS (P) JOINT TRENCH 2-4" TDPUD PRI POWER 2-4" TDPUD SEC POWER 3-3" TDPUD SEC POWER (CROSS 12" BELOW KINDER MORGAN PIPLINE) 2 UD1.0 8 UD1.0 7 UD2.0 4 UD3.0 2 UD1.0 EXISTING POLE TO BE REMOVED BY UTILITY PROVIDERS10250 W RIVER ST FLYERS 5 UD4.0 VERIFY DEPTH OF SANITARY SEWER AND CROSS w/ MINIMUM OF 12" SEPARATION 5 UD4.0 3 UD3.0 4 UD3.0 MAINTAIN 5' MIN. SEPARATION FROM EX. WATER 1-3" TDPUD SEC POWER FROM TRANSFORMER 10150 W RIVER ST WAREHOUSE 5 UD1.0 6 UD1.0 4 UD4.0 3 UD4.0 5 UD4.0 15 ' M I N TDPUD JUNCTION ENCLOSURE TDPUD 2346 COMM PULLBOX ATT 3048 PULLBOX CATV 1730 PULLBOX 6-BARRIER POSTS . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 20' U2.0 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. 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: 1. SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. 2. SEE INFRASTRUCTURE CALLOUTS FOR PULLBOX/VAULT/PAD TYPE AND LOCATION. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) RISER ON J-POLE BARRIER POSTS WVWV WV WB WB WB WB 6" DI 8" DIWV WV WB UB WB UB BOX ELEC.  GV SSC 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 UTILITY PROVIDER TO REMOVE EXISTING POLE AND CATV AMPLIFIER 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 INSTALL TDPUD 612 VAULT TDPUD 3048 COMM PULLBOX IN PARKING AREA (MIN 24" FROM EX WATER) INSTALL 3" TDPUD SECONDARY FROM TRANSFORMER. CROSS 12" BELOW KINDER MORGAN PIPELING CONDUIT TO TERMINATE IN EXISTING 1730 PULLBOX INSTALL ATT 2436 PULLBOX OVER EXISTING CONDUIT INSTALL AT&T 2436 PULLBOX IN PARKING AREA (MIN. 24" FROM EX WATER) & 1-4" ATT CONDUIT IN/OUT OF BOX INSTALL 1-4" ATT TO CROSS 12" ABOVE KINDER MORGAN PIPELINE EXISTING AT&T SAI BOX TO REMAIN (P) JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV (P) JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 1-2" TDPUD COMM 4-4" AT&T 1-4" CATV (P) JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV 141 W RIVER ST APN 019-090-33 PROPERTY LINE (TYP) AIN N ING AREA EWALK ER)UTILITY PROVIDERS TO REMOVE EXISTING POLE5 UD1.0 OH UPRR COMM TO REMAIN INSTALL CATV 1730 PULLBOX IN PARKING AREA (MINIMUM 24" FROM EX WATER) 1-1" CATV TO CONNECT TO EXISTING BUILDING UPRR CREW HOUSE THE STATION 6 UD2.0 6 UD2.0 5 UD1.0 5 UD1.0 INSTALL TDPUD PAD MOUNTED SWITCH w/ FIVE BOLLARDS (P) JOINT TRENCH 2-6" TDPUD PRI 4-4" TDPUD PRI TRENCH TO CROSS 12" BELOW KINDER MORGAN PIPELINE 3 UD2.0 3 UD3.0 15 ' M I N 1 UD3.0 4 UD3.0 5 UD4.0 INSTALL 1-4" CATV CONDUIT IN/OUT OF BOX 5 UD4.0 5 UD1.0 5 UD4.0 5 UD2.0 15' MIN INSTALL TDPUD 577 VAULT ATT 3050 PULLBOX (MINIMUM OF 24" FROM EX WATER) 2-4" ATT CONDUITS TO CONNECT TO EXISTING CONDUITS TO SAI 1-4" TDPUD PRI CONDUIT TO CONNECT TO EXISTING CONDUIT TO TRANSFORMER 3 UD1.0 8 UD2.0 2 UD3.0 . 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 20' U3.0 BG BQ BQ 9562.000 EXISTING UTILITIES LEGEND PROPOSED UTILITIES LEGEND NOTE: 1. SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. 2. SEE INFRASTRUCTURE CALLOUTS FOR PULLBOX/VAULT/PAD TYPE AND LOCATION. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) RISER ON J-POLE BARRIER POSTS 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 WB W WV WV WV WV WV WV WV WB WB WB WB WB WB WB WB UBUBUB STOP STOP 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 ICVB ICV GV SSCO WV VER ST 90-26 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 UTILITY PROVIDER TO REMOVE EXISTING POLE AND CATV AMPLIFIER 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 EXISTING AT&T SAI BOX TO REMAIN (P) JOINT TRENCH 1-6" TDPUD PRI 2-4" TDPUD PRI 2-2" TDPUD COMM 4-4" AT&T 1-4" CATV UTILITY PROVIDERS TO REMOVE OVERHEAD (P) 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 (P) JOINT TRENCH 1-6" TDPUD PRI 1-4" TDPUD PRI 1-2" TDPUD COMM 1-4" CATV TDPUD TO INSTALL NEW POLE w/ GUY TO TRANSITION TDPUD POWER & COMM AND CABLE TV FROM UNDERGROUND TO AERIAL INSTALL 1-6" TDPUD PRI RISER 1-4" TDPUD PRI RISER 1-2" TDPUD PRI RISER 1-4" CATV RISER EXISTING POLE WITH AT&T CABLING AND ATTACHING HARDWARE TO REMAIN FOR TRANSITION FROM UNDERGROUND TO AERIAL 5 UD1.0 5 UD1.0 5 UD1.0 INSTALL 4-4" ATT CONDUITS FROM 3050 PULLBOX TO EXISTING 612 VAULT 2 UD3.0 INSTALL CATV 3048 PULLBOX TDPUD 612 TD VAULT 1 UD3.0 3 UD1.0 4 UD3.0 VERIFY LOCATION OF EXISTING ATT CONDUITS AND PARALLEL NEW CONDUITS EAST OF EXISTING INSTALL ATT 3050 PULLBOX OVER EXISTING ATT CONDUITS . 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 90 % 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 AU G U S T 2 9 , 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. EXISTING UTILITIES LEGEND PROPOSED UTILITIES LEGEND NOTE: 1. SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. 2. SEE INFRASTRUCTURE CALLOUTS FOR PULLBOX/VAULT/PAD TYPE AND LOCATION. COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UNDERGROUND CONDUIT (SCHEMATIC) RISER ON J-POLE BARRIER POSTS 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 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 90 % 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 AU G U S T 2 9 , 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 90 % 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 AU G U S T 2 9 , 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 UD3.0 AT&T GROUNDING DETAIL SCALE: N.T.S. N.T.S. 6 UD3.0 466TA-I INTERCEPT PULLBOX 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. 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 90 % 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 AU G U S T 2 9 , 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 CTV 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 G- NATURAL GAS 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 4" PVC40 TDPUD SECONDARY 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 TRANSFORMER 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. UD4.0 JK MG MG 9562.000 1 UD5.0 UTILITY CROSSING (STA 1+23A) 4 UD5.0 UTILITY CROSSING (STA 4+78) 2 UD5.0 UTILITY CROSSING (STA 5+79A)3 UD5.0 UTILITY CROSSING (STA 3+83) SCALE: N.T.S.SCALE: N.T.S.SCALE: N.T.S. SCALE: N.T.S. PROPOSED JOINT TRENCH (TYP) EXISTING GRADE (TYP) 2 - 2"Ø ATT CONDUIT FROM JOINT TRENCH TO BUILDINGS 1 - 4"Ø TDPUD SECONDARY CONDUIT FROM JOINT TRENCH TO PULL BOX 11-1/4° BENDS (TYP) 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) 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 EXISTING 2"Ø & 8"Ø NATURAL GAS 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 6 UD5.0 UTILITY CROSSING (STA 5+25) SCALE: N.T.S. EXISTING GRADE (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES PROPOSED ATT 3050 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+87) 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 ±40" DEEP 6 UD6.0 5 UD6.0 6 UD6.0 5 UD6.0 6 UD6.0 5 UD6.0 6 UD6.0 5 UD6.0 6 UD6.0 5 UD6.0 6 UD6.0 12" MIN EXISTING 8"Ø WATER NEW 15" STORM DRAIN NEW 15" STORM DRAIN SWEEPS FROM TRANSFORMER AND PULL BOXES TO CROSS BELOW JOINT TRENCH PULL BOX (SCHEMATIC) TRANSFORMER PAD (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 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. UD5.0 JK MG MG 9562.000 1 UD6.0 UTILITY CROSSING (STA 6+70)2 UD6.0 UTILITY CROSSING (STA 8+01) 4 UD6.0 UTILITY CROSSING (STA 8+45) 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 AND TRANSFORMER TO EXISTING PULLBOX 11-1/4° BENDS (TYP) VERIFY DEPTH OF ALL EXISTING UTILITIES EXISTING GRADE (TYP) PROPOSED 4"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 5 UD6.0 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. VERIFY DEPTH OF ALL EXISTING UTILITIES 3 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 6 UD6.0 5 UD6.0 6 UD6.0 5 UD6.0 6 UD6.0 NEW 15" STORM DRAIN NEW 15" STORM DRAIN NEW 15" STORM DRAIN PROPOSED JOINT TRENCH (TYP) 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 90 % 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 AU G U S T 2 9 , 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 90 % 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 AU G U S T 2 9 , 2 0 2 2 N.T.S. UD7.0 JK MG MG 9562.000