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HomeMy Public PortalAbout2021-03-10 Information from West River Street virtual WorkshopWEST RIVER STREETSCAPE PROJECT C1703 MARCH 10, 2021 West River Streetscape Project AGENDA West River Streetscape Project Introductions Current Town Projects West River Streetscape Update and 30% Design Review Assessment District Discussion CURRENT TOWN PROJECTS West River Streetscape Project CURRENT TOWN PROJECTS West River Streetscape Project $7,500,000 $2,500,000 $1,200,000 $6,000,000 $4,000,000 $6,400,000 West River Streetscape Project CURRENT TOWN PROJECTS WEST RIVER STREETSCAPE AREA CURRENT TOWN PROJECTS West River Streetscape Project CURRENT TOWN PROJECTS West River Streetscape Project CURRENT TOWN PROJECTS West River Streetscape Project Pedestrian Bridge to Truckee Springs TENTATIVE CONSTRUCTION SCHEDULE West River Streetscape Project Project Tentative Construction Date Legacy Trail-Brockway Road Multi- Use Trail Connection 2021 Legacy Trail Phase 4 2022 Pedestrian Bridge 2022 West River Streetscape 2022 West River Park 2023 Reimagine Bridge Street 2022-2023 QUESTIONS ON THE CURRENT TOWN PROJECTS West River Streetscape Project WEST RIVER STREETSCAPE PROJECT UPDATE BRICKELLTOWN STREETSCAPE PROJECT GOALS West River Streetscape Project Prioritize pedestrian connections and crossings Encourage pedestrian flow to & from Commercial Row, Railyard,West River/East River, West River Street Park Enhance outdoor areas to encourage economic benefit for businesses, provide inviting areas, and flexible uses Retain and enhance the West River Street character, charm, and history Optimize parking Underground utilities Mid-block Crossing WHY THIS PROJECT IS NEEDED West River Streetscape Project DESIGN CONSIDERATIONS West River Streetscape Project Overhead utilities Kinder Morgan pipeline Existing utilities UPRR property ownership Limited existing ROW Maintaining access to adjacent properties Connectivity to adjacent projects Ongoing private redevelopment projects Funding DESIGN PROCESS West River Streetscape Project First Community Meeting Initial meetings with property owners and neighbor groups Alternatives Development Second Community Meeting Additional meetings with property owners Selection of Preferred Alternative Develop 30% design Develop 60%, 90% and Final Design OCTOBER 2018 COMMUNITY MEETING COMMENTS West River Streetscape Project Need to improve pedestrian access More parking is needed Concern about public safety Desire to have connectivity to the business area on the north side of the train tracks Concern about the impact to businesses during construction Interface of project and adjacent private property MAY 2019 COMMUNITY MEETING COMMENTS West River Streetscape Project Five alternatives presented for community input Preferred Alternatives: Alternatives 2, 1, 3 (in that order) Construction Component Ranking –1. South Side Sidewalk –2. Mill Street Parking Lot –3. Jax Parking Lot Expansion –4. Underground Utilities –5. North Sidewalk Between Parking Lots UNDERGROUNDING OF UTILITIES West River Streetscape Project Existing overhead utility lines on the south side of W. River Street Most power service connections are off Riverside Drive Other utilities also provide services to residences/businesses along W. River Street UNDERGROUNDING OF UTILITIES West River Streetscape Project Undergrounding project extends east across Bridge Street and west to the Distillery WEST RIVER STREETSCAPE PROJECT STREETSCAPE DESIGN West River Streetscape Project West River Streetscape Project Streetscape Project extends from the JAX parking lot west to the intersection of Mill St. and W. River St. Includes expanded parking lot at JAX and a new Mill St. Parking lot Pedestrian crossing with a pedestrian island at Mill St. Three additional pedestrian cross-walks Overall increase in parking from 115 to 173 spaces (includes parking at the Station) STREETSCAPE DESIGN STREETSCAPE DESIGN West River Streetscape Project JAX parking lot 55 Existing parking spaces 62 Proposed plus 19 on-street spaces (81 total) STREETSCAPE DESIGN West River Streetscape Project STREETSCAPE DESIGN West River Streetscape Project Mill Street parking lot 0 Existing parking spaces 40 Proposed plus 15 on-street spaces (55 total) STREETSCAPE DESIGN West River Streetscape Project 6-ft wide, min., paver sidewalks along both sides of W. River St. Loading/dropoff zone to serve local business RAISED PATIO & STREET CROSSING West River Streetscape Project RAISED PATIO SECTIONS West River Streetscape Project RAISED PATIO SECTIONS West River Streetscape Project WEST RIVER STREETSCAPE PROJECT MATERIALS & SITE AMENITIES West River Streetscape Project PAVING West River Streetscape Project Proposing similar colors and patterns used elsewhere in Truckee:  All set with polymeric sand to lock pavers together Transition between public spaces and private spaces with concrete border and different type of paver ACCESSIBLE RAMPS & MID-BLOCK CROSSING West River Streetscape Project Previously used in Brickelltown Streetscape project: LIGHTING West River Streetscape Project Brickelltown Streetscape Fixtures and Similar Alternatives: LUMEC LED light Fixture with banner & GFI outlet for seasonal lighting PROJECT STREETSCAPE FURNITURE West River Streetscape Project Bike rack –DERO Bike Rack Company ‘Commercial Bike Hitch’, Black Tree wells & tree grates: Urban Accessories 4 ft. x 6 ft. ‘KIVA’ with raw, cast iron finish PROJECT STREETSCAPE FURNITURE West River Streetscape Project Fencing around patios Trash Container –Solar-powered 5G (New) Bench –Town Standard Site-built: Parking Pay Kiosk (Standard) TOWN STANDARD FURNITURE West River Streetscape Project PROJECT ELEMENTS Retaining wall options: West River Streetscape Project Stacked Rock Pour in place SCHEDULE West River Streetscape Project Summer 2021 –Finalize Easements with UPRR Summer 2021 –60% Design of Utility Undergrounding Project and Streetscape Project Summer/Fall 2021 Finalize creation of a Landscape and Lighting Assessment District 2022 –100% Design of Utility Undergrounding Project and Streetscape Project Summer 2022 – Construction QUESTIONS ON THE WEST RIVER STREETSCAPE PROJECT West River Streetscape Project LANDSCAPE AND LIGHTING MAINTENANCE DISTRICT West River Streetscape Project Public improvements funded by Town Maintenance funded by adjacent property owners through a Landscape and Lighting District (LLD) Formation Process –Preparation of Engineer’s Report •Map of district •List of maintenance provided and estimate of costs •Assessment rates and how they are apportioned –Resolution of Formation ~May 25 –Public Hearing (Vote)~July 13th –$1=1 Vote by Property Owners –Ballots mailed –Ballots tabulated based on returned and weighted on financial obligation –LLD formed if >50% approval of LLD ASSESSMENT DISTRICT AREA West River Streetscape Project ESTIMATED ANNUAL MAINTENANCE COSTS West River Streetscape Project SIDEWALK AREAS TASKS Subtotal Street lighting $12,207.62 Snow Removal & Disposal $31,399.90 Sweeping $2,108.28 Landscape Maintenance $2,386.00 Irrigation Water Meter/Water Consumption $1,085.96 Driveway Apron Maintenance $1,293.60 General Maintenance $4,888.00 Paver Inspection and Maintenance $2,680.00 Subtotal $58,049.36 Administration Fee $5,000.00 Insurance Reserve $5,000.00 Annual Lease Cost for Three Utilities $6,000.00 Subtotal $16,000.00 TOTAL Estimated Annual Maintenance Cost 2022-23 $74,049.36 LANDSCAPING OUTSIDE OF SIDEWALK AREAS TASKS Subtotal Landscape Maintenance $5,958.00 Irrigation Water Meter/Water Consumption $3,257.89 TOTAL Landscaping Areas Outside of Sidewalk Areas $9,215.89 TOTAL MAINTENANCE + LANDSCAPING $83,265.24 WEST RIVER STREET STREETSCAPE PROJECT MAINTENANCE COSTS ASSESSMENT DISTRIBUTION ($83,265 TOTAL) West River Streetscape Project Town Responsibility ($36,996): –Bridge Street •Adjacent to Jax Diner •East and West side of the Truckee River Bridge –West River Street Park Property Owner Responsibility ($46,269): –Sidewalk area in front of property –Parking lot sidewalk and landscaping shared between ALL property owners ASSESSMENT RATE West River Streetscape Project $2.42 Per Square Foot of Sidewalk Same Rate for All Properties Assessments start year construction will be completed ASSESSMENTS West River Streetscape Project ASSESSMENTS West River Streetscape Project QUESTIONS ON THE LANDSCAPE AND LIGHTING MAINTENANCE DISTRICT West River Streetscape Project APN ADDRESS Owner Name Responsible Party Public and Public Easement Area Sidewalk Square Footage Annual Assessment 019-150-010 10150 B WEST RIVER STREET (WAREHOUSES)ASTREAM 1 LLC, ATTN: MICHAEL RANERI (BUILDING OWNER)ASTREAM 1 LLC, ATTN: MICHAEL RANERI (BUILDING OWNER) 742 $1,798.89 019-150-008 BRIDGE STREET DRIVEWAY ACCESS BENDER JEFFREY C (TE), DURANT YVETTE (TE) BENDER JEFFREY C (TE), DURANT YVETTE (TE) 115 $278.80 019-150-004 10009 EAST RIVER STREET BROWN MATTHEW D TRSTE ETAL, SMITH WENDAN A TRSTE BROWN MATTHEW D TRSTE ETAL, SMITH WENDAN A TRSTE 1,019 $2,470.44 019-150-002 10005 BRIDGE STREET BROWN MATTHEW D TRSTE ETAL, SMITH WENDAN A TRSTE BROWN MATTHEW D TRSTE ETAL, SMITH WENDAN A TRSTE 333 $807.32 019-130-052 10191 WEST RIVER STREET CABEEN PAUL T TRSTE ETAL CABEEN PAUL T TRSTE ETAL 382 $926.11 019-130-051 10145 WEST RIVER STREET COSTELLO NANCY ETAL, KENNEY WILLIAM P COSTELLO NANCY ETAL, KENNEY WILLIAM P 384 $930.96 019-130-050 10101 WEST RIVER STREET COWAN ZACHARY COWAN ZACHARY 279 $676.40 019-130-048 10131 WEST RIVER STREET COWAN ZACHARY, COWAN ZACHARY N COWAN ZACHARY, COWAN ZACHARY N 708 $1,716.46 019-130-006 10055 WEST RIVER STREET DEPAOLI JOEL L & BIRGITTA N DEPAOLI JOEL L & BIRGITTA N 426 $1,032.78 019-090-045 10153 WEST RIVER STREET GARDEN FOLLY, C/O SHELLEY MCGINITY GARDEN FOLLY, C/O SHELLEY MCGINITY 841 $2,038.90 019-090-035 10002 SOUTH RIVER STREET GERTRUDE HOLDINGS LLC GERTRUDE HOLDINGS LLC 497 $1,204.92 019-090-034 10039 WEST RIVER STREET GINI EUGENE & SHIRLEY (TE), GINII EUGENE, GINI SHIRLEY GINI EUGENE & SHIRLEY (TE), GINII EUGENE, GINI SHIRLEY 387 $938.23 019-090-033 10199 WEST RIVER STREET GROOTENDORST LIVING TRUST GROOTENDORST LIVING TRUST 1,192 $2,889.86 019-090-032 10141 WEST RIVER STREET HERZMAN JAMES S JR HERZMAN JAMES S JR 227 $550.33 019-090-031 10090 WEST RIVER STREET IL TROVATORE LLC IL TROVATORE LLC 364 $882.47 019-090-030 10144 WEST RIVER STREET JAX AT THE TRACKS INC JAX AT THE TRACKS INC 681 $1,651.00 019-090-029 10175 WEST RIVER STREET MCLEAN L C & G C TRUST MCLEAN LEONARD & GLORIA REVOC TRUST 322 $780.65 019-090-026 10187 WEST RIVER STREET MOUNTAIN VIBE LLC MOUNTAIN VIBE LLC 312 $756.41 019-090-024 10115 WEST RIVER STREET RBSKISQUAW LLC RBSKISQUAW LLC 596 $1,444.93 019-090-023 COMMON AREA ON SE SIDE OF BRIDGE TO START OF CHINESE HERB SHOP SW COMMON AREA RHONDA M ROSSI SPOUSAL TRUST 327 $792.77 019-130-004 10004 SOUTH EAST RIVER STREET RHONDA M ROSSI SPOUSAL TRUST RHONDA M ROSSI SPOUSAL TRUST - $0.00 019-120-004 10008 SOUTH EAST RIVER ST RHONDA M ROSSI SPOUSAL TRUST RHONDA M ROSSI SPOUSAL TRUST - $0.00 019-090-046 10008 SOUTH EAST RIVER ST RHONDA M ROSSI SPOUSAL TRUST, C/O WEST RIVER ASSOCIATES, INC RHONDA M ROSSI SPOUSAL TRUST, C/O WEST RIVER ASSOCIATES, INC - $0.00 WEST RIVER STREET STREETSCAPE PROJECT LANDSCAPE AND LIGHTING DISTRICT ASSESSMENT ESTIMATE APN ADDRESS Owner Name Responsible Party Public and Public Easement Area Sidewalk Square Footage Annual Assessment WEST RIVER STREET STREETSCAPE PROJECT LANDSCAPE AND LIGHTING DISTRICT ASSESSMENT ESTIMATE 019-090-046 10331 WEST RIVER STREET RIVERFRONT LLC RIVERFRONT LLC 1,374 $3,331.09 019-090-046 10031 WEST RIVER STREET SCHAFFER HOUSE LLC SCHAFFER HOUSE LLC 301 $729.74 019-090-046 10075 WEST RIVER STREET SCHOU KATHYNI R/ MARGOT A SCHOU KATHYNI R/ MARGOT A 832 $2,017.08 019-190-047 10069 WEST RIVER STREET SHELLING CLAUS H & ALISON P (TE) SHELLING CLAUS H & ALISON P (TE) 745 $1,806.16 UPRR EMPLOYEE HOUSING SOUTHERN PACIFIC TRANS CO, C/O UNION PACIFIC RAILROAD CO (TOWN OF TRUCKEE EASEMENT) SOUTHERN PACIFIC TRANS CO, C/O UNION PACIFIC RAILROAD CO (TOWN OF TRUCKEE EASEMENT) 1,087 $2,635.30 019-150-003 NE CORNER OF BRIDGE STREET AND EAST RIVER STREET INTERSECTION SOUTHERN PACIFIC TRANS CO, C/O UNION PACIFIC RAILROAD CO (TOWN OF TRUCKEE EASEMENT) SOUTHERN PACIFIC TRANS CO, C/O UNION PACIFIC RAILROAD CO (TOWN OF TRUCKEE EASEMENT) 891 $2,160.12 019-151-027 10167 WEST RIVER STREET STENBERG 2005 FAMILY TRUST STENBERG FAMILY 2005 TRUST 480 $1,163.70 019-151-032 10095 WEST RIVER STREET TRUCKEE RIVER INVESTMENTS LLC, C/O BRIAN MURPHY TRUCKEE RIVER INVESTMENTS LLC, C/O BRIAN MURPHY 688 $1,667.97 019-151-033 10130 WEST RIVER STREET (FRONTAGE ALONG THE STATION PARKING LOT) SOUTHERN PACIFIC TRANS CO, C/O UNION PACIFIC RAILROAD CO (TOWN OF TRUCKEE EASEMENT) TRUCKEE RIVER INVESTMENTS LLC, C/O BRIAN MURPHY 740 $1,794.04 019-151-001 10015 WEST RIVER STREET TRUCKEE STAR HOTEL LLC, C/O DAVID VAILLE TRUCKEE STAR HOTEL LLC, C/O DAVID VAILLE 766 $1,857.07 10257 WEST RIVER STREET TRUCKEE TOWN OF TRUCKEE TOWN OF 11,753 $28,493.71 JAX SIDEWALK AREA - EAST OF EXISTING ADA RAMP TO RR TRACKS TRUCKEE, TOWN OF TRUCKEE TOWN OF 1,390 $3,369.88 019-152-055 10099 BRIDGE STREET TRUCKEE TOWN OF TRUCKEE TOWN OF - $0.00 019-152-056 BRIDGE ST FRONTAGE - EAST SIDE TRUCKEE TOWN OF TRUCKEE TOWN OF 934 $2,264.37 019-152-057 BRIDGE ST FRONTAGE - WEST SIDE TRUCKEE TOWN OF TRUCKEE TOWN OF 1,183 $2,868.04 019-152-058 10009 WEST RIVER STREET WEST RIVER LLC, C/O MARGARET R WOODS WEST RIVER LLC, C/O MARGARET R WOODS 1,047 $2,538.32 019-140-001 SIDEWALK ISLAND BETWEEN MILL STREET LOT AND ANGLED ON-STREET PARKING SOUTHERN PACIFIC TRANS CO, C/O UNION PACIFIC RAILROAD CO (TOWN OF TRUCKEE EASEMENT)Shared Between All Properties 4,835 $0.00 SIDEWALK IN JAX PARKING LOT SOUTHERN PACIFIC TRANS CO, C/O UNION PACIFIC RAILROAD CO (TOWN OF TRUCKEE EASEMENT)Shared Between All Properties 5,611 $0.00 APN ADDRESS Owner Name Responsible Party Public and Public Easement Area Sidewalk Square Footage Annual Assessment WEST RIVER STREET STREETSCAPE PROJECT LANDSCAPE AND LIGHTING DISTRICT ASSESSMENT ESTIMATE Sub Total 44,791 $83,265.24 V) E 0 E 0 0 o r o Ln NCD o io 00 �N Q� io TOWN OF TRUCKEE IMPROVEMENT PLANS FOR WEST RIVER STREET STREETSCAPE IMPROVEMENTS PROJI SIT OWNER/DEVELOPER: TOWN OF TRUCKEE ATTN: JESSICA THOMPSON 10183 TRUCKEE AIRPORT RD TRUCKEE, CA 96161 TEL: 530.582.7700 L ENGINEER 225 KINGSBURY GRADE LUMOS STATELINE, NEVADA 89449 & N550CIATES TEL: 775.588.6490 Know what's below. Call before you dig . TOWN C/P CXXXX /V LOCATION MAP VICINITY MAP TOWN ENGINEER PLAN/DESIGN APPROVAL PURSUANT TO GOVERNMENT CODE SECTION 830.6 AND TOWN COUNCIL RESOLUTION NO. 2011-12 I, DANIEL WILKINS , 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 )JECT ATION SHEET INDEX: TITLE SHEET NOTES, ABBREVIATIONS & LEGEND CONTROL & INDEX SHEET DEMOLITION PLAN SITE PLAN GRADING PLAN STORM DRAIN PLAN CIVIL DETAILS LANDSCAPE PLAN LANDSCAPE DETAILS ELECTRICAL SYMBOLS AND FIXTURE SCHEDULE LIGHTING PLAN ELECTRICAL DETAILS UTILITY UNDERGROUNDING PLAN UTILITY UNDERGROUNDING DETAILS C1.0 C1.1 C1.2 _C2.1 - C2.5 _C3.1 - C3.5 _C4.1 - C4.7 _C5.1 - C5.5 _C6.1 - C6.4 _1-1.1 - 1-1.5 L1.6 EO E1 - E3 E4 _U1.0 - U3.0 UD1.0 - UD3.0 Lk LUMOS ,: u.SSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U LL 0 0 m z 0 U U) LU 0 w Q 0 W LL1 I..L 0. W ry w U) I— Z 5W G W 0 0. n 2 w n Q U U) W W ry U) w w U) w Si z ry 0 ILL Q U z 0 U Q w z w w Y U Z Q JZ a 0 N o N Z W �oca QW z00 0 JZ W BAR IS 1 INCH ON ORIGINAL DRAWING 0 NO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ci 00 DRAWN BY: JT DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 z 0 w m Q V) w 0 z 0 0 0 0 N i 0 i E 0 E Q V) E 0 iE 0 0 r o Ln NCD o iN 0o N Et`1 QLn o LEGEND ABBREVIATIONS EXISTING PROPOSED AC ASPHALT CONCRETE MUTCD MANUAL FOR TRAFFIC CONTROL DEVICES _ - -4174- CONTOUR LINE - 4174 _ ACP ASBESTOS CEMENT PIPE N NORTH AGG AGGREGATE NAP NOT A PART + 4163.1 GROUND ELEVATION + 4163.1 BC BOTTOM OF CURB / BEGIN CURVE NIP NOT IN PROJECT BOW BACK OF WALK NTS NOT TO SCALE ® TREE ® BF, BOF BOTTOM OF FOOTING OC ON CENTER BV BUTTERFLY VALVE OD OUTSIDE DIAMETER ROCK 0 BVC BEGIN VERTICAL CURVE OH OVERHEAD BW BACK OF WALK (P) PROPOSED ---EDGE OF PAVEMENT CB CATCH BASIN FCC PORTLAND CEMENT CONCRETE AC PAVING ••• CE CROWN ELEVATION PG PAD GRADE TO BE REMOVED cfs CUBIC FEET PER SECOND PI POINT OF INTERSECTION CF CUBIC FEET PIVC POINT OF INTERSECTION VERTICAL CURVE C&G CURB AND GUTTER PL PROPERTY LINE _ = CURB &GUTTER (L CENTER LINE POCC POINT OF COMPOUND CURVATURE CONCRETE CL CLASS / CENTER LINE POT POINT OF TANGENCY CMP CORRUGATED METAL PIPE PP POWER POLE -0- CC-' UTILITY POLE -0- ca., COMP COMPACTION PRC POINT OF REVERSE CURVE CONC CONCRETE PRVC POINT OF REVERSE VERTICAL CURVE LIGHT # CON CONTRACTOR PVC POLYVINYL CHLORIDE GUY WIRE CID CONCRETEPAVEMENT CONCRETE PAD CTV CABLE TELEVISION 5 5 YEAR PEAK FLOW Er ELECTRIC TRANSFORMER ET DI DROP INLET 100 100 YEAR PEAK FLOW DIA DIAMETER R RADIUS Ev ELECTRIC VAULT KA DWY DRIVEWAY RCP REINFORCED CONCRETE PIPE E EAST REF REFERENCE EP El ELECTRIC PANEL EP 1-1RET CURB RETURN EA EACH EC ❑ ELECTRIC CABINET EC ❑ EC END CURVE (HORIZONTAL) RP RADIUS POINT OW RT RIGHT EB ❑ ELECTRIC BOX EB ❑ ELL ELECTRICAL R/W, ROW RIGHT-OF-WAY EM ElELECTRIC METER EM ❑ ELEV ELEVATION S= S SLOPE SOUTH EVC END VERTICAL CURVE EG ELECTRIC GENERATOR Ec EX, (E) EXISTING SD STORM DRAIN EXT EXTERIOR SDMH STORM DRAIN MANHOLE 0 ELECTRIC MANHOLE FCA FLANGE COUPLING ADAPTER SL STREET LIGHT AC ® AIR CONDITIONER AC ® FE FINISH ELEVATION SS SANITARY SEWER FES FLARED END SECTION SSCO SANITARY SEWER CLEAN OUT t): ELECTRIC OUTLET FF FINISH FLOOR SSMH SANITARY SEWER MANHOLE • BOLLARD FFC FRONT FACE OF CURB SSPWC STANDARD SPEC. FOR PUBLIC WORKS FG FINISH GRADE CONSTRUCTION STORM DRAIN MANHOLE FH FIRE HYDRANT STA STATION id CATCH BASIN b�d FL FLOW LINE SW SIDEWALK FLG FLANGE TELE TELEPHONE Wv m WATER VALVE fps FEET PER SECOND TBO TEMPORARY BLOW OFF VALVE icv m IRRIGATION CONTROL VALVE FTG FOOTING TC TG TOP OF CURB TO GRADE Wm G GAS Wm WATER METER GALV GALVANIZED TOB TOP OF BERM GB GRADE BREAK TF, TOF TOP OF FOOTING wso WATER SPIGOT / HOSE BIB wso GDW GRAVEL DRIVEWAY TW, TOW TOP OF WALL O WATER MANHOLE O GD GROUND TS TSCB TRAFFIC SIGNAL TRAFFIC CONTROL SIGNAL BOX GV GATE VALVE wv WATER VAULT © H HANDICAPPED TR TOP OF RAIL HGL HYDRAULIC GRADE LINE TRANS TRANSITION Gv IX GAS VALVE H HORIZ HORIZONTAL TYP TYPICAL cm ❑ GAS METER HP HIGH POINT UG/P UNDER GROUND POWER ID INSIDE DIAMETER UNO UNLESS NOTED OTHERWISE FIRE HYDRANT IE INVERT ELEVATION V5 VELOCITY AT 5 YEAR PEAK INT INTERSECTION VC VERTICAL CURVE TO TELEPHONE MANHOLE 0 IRR IRRIGATION VEL VELOCITY TB ❑ TELEPHONE BOX T/S ® LAT LATERAL VERT VERTICAL LF LINEAR FEET VG VALLEY GUTTER Tv TELEPHONE VAULT 112 LP LOW POINT W WEST OO SEWER MANHOLE OS LT LEFT W/G WATER AND GAS MAX MAXIMUM WL WATER LINE SS000 SEWER CLEANOUT 0SSCO MDD MAXIMUM DRY DENSITY WM WATER METER O SURVEY MONUMENT O MH MANHOLE WS WATER SURFACE MINIMUM WV WATER VALVE 0 CONTROL POINT /� MJN MECHANICAL JOINT WWF WELDED WIRE FABRIC BARRICADE MMD MAXIMUM MARSHALL DENSITY YR YEAR -�� SIGN RETAINING WALL FENCE ° GRADE BREAK FLOW LINE .. .. SOIL TEST PIT DETAIL CALLOUT X cx. ►�� FOUND SECTION CORNER AS NOTED FOUND 5/8" REBAR AND CAP "PLS 14413" - UNLESS OTHERWISE NOTED O SET 5/8" REBAR AND CAP "PLS 17616" - UNLESS OTHERWISE NOTED Know what's b@IOW. Call before you dig. NOTES: 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 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. ALL EARTHWORK ACTIVITIES SHALL BE IN ACCORDANCE WITH THE PROJECT'S GEOTECHNICAL REPORT. 29. THE SOILS ENGINEER SHALL APPROVE ALL EARTHWORK AND GRADING TO CONFIRM COMPACTION REQUIREMENTS ARE MET. 30. 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. 31. 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 32. ALL CONSTRUCTION SHALL BE PERFORMED IN COMPLIANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). CONTRACTOR IS RESPONSIBLE FOR ACQUIRING AND MAINTAINING A SWPPP. 33. 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. 34. 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. 35. 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. 36. 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. 37. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING CONSTRUCTION OF IMPROVEMENTS. 38. 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. 39. FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE END OF EACH WORKING DAY. 40. ALL DISTURBED AREAS ARE REQUIRED TO HAVE A PALLIATIVE APPLIED FOR DUST CONTROL. ALL GRADING SHALL COMPLY WITH STATE AND COUNTY REGULATIONS. 41. ALL AREAS DISTURBED BECAUSE OF THE WORK SHALL BE REVEGETATED IN ACCORDANCE WITH INDUSTRY BEST MANAGEMENT PRACTICES. 42. 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. 43. ALL STREETS SHALL BE MAINTAINED FREE OF DUST AND MUD CAUSED BY GRADING OPERATIONS. LUMOS ,� u.SSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. m z 0 H o_ 0 U) w 0 w Q 0 w Q z 0 O w J ��^^ Z Q U VJ W �n Z w w � J W W �S w / VJ � 0 Z v ! 0. ^ O _ � z L.L L.L � � ~ 0 U � W > w \ / > w U � O� W w W mow/ L.L U) L vJ 0 Z w w Y U ry Z Q .j Z a. p a F- U N 0 � o cn N Z W O � U W Z 0 Z F_ O JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 NO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY ci A DRAWN BY: JT DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 1 O 0 Know what's below. Call before you dig . c� 0 z 0 0 0 0 0 N 0 E 0 Q E Q 0 V) .E 0 E 0 In o Ln No Ln m o iN 0o N Et1� QLn o 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 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 SURVEY NOTES: 1. SURVEY WAS PERFORMED BY SAGE LAND SURVEYING, INC. IN SEPTEMBER 2018. BASIS OF ELEVATION NAVD88 BASE ON NGS BENCH MARK "A921"(PID KS0167) L, LUMOS &ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LLl U H LL O >z 0 m z O U W 0 W Q 0 w LU U) I..L U) 0. w ry U) w VJ z w 2 w O L.L C� G w 0- U U) w w ry U) w w �2 VJ X w 0 z W J O ry z O U m z ry O ILL Q U z D O U Q 0 W z W W Y U tY H U) z a JZ a O V co N O = O N Z LU O � U LU z 0O z O JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 50' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C1 I DRAWN BY: JT DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 Know what's below. 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WATER BOX. LID 6'± REMOVE & DISPOSE OF EX. O 5823 8 WOOD FENCE. CONTRACTOR I EX. WATER BOX. LID I REMOVE & DISPOSE 1 TO BE RAISED TO FG. T TO BE RAISED TO FG. SHALL SECURE REMAINING 1 m PORCH ENTRANCE OF EX. CHAIN LINK CK EU=5820.8' I FENCE WITH NEW END POST. 1 n TO BE REMOVED BY FENCE E I m PROPERTY OWNER FF=5824.1' F=5821.0' 1 I REMOVE & DISPOSE 1 EXISTING 1 I OF EX. PAVERS m r I UCTURE EXISTING 10187 W RIVER ST 1 10175 W RIVER ST 10153 W RIVER ST STRUCTURE ' 10167 W RIVER ST 1 10145 W RIVER ST APN 019-130-51 APN 019-130-52 APN 019-130-48 1 GARDEN FOLLY BUILDING APN 019-090-34 APN 019-090-35 �o PROPERTY LINE I 1 o � 0 1 (TYP) I LO Q Q 1 Q o .N1 J N 'EXISTING STRUCTURE I L, LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. �I g z Of O J Q V`J 1 z w G W W z w / J LU O Y Z z �_ O C)O LL W W J w o z H � U LU C) LU C) w Nw 0` r 1n �/ W W Y U H } m DEP LU ASPHAL o PARKIN W RR TIE U) z a JZ a O V N C o N Z LU O U LU z0 z O JZ W BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C2m2 DRAWN BY: JT DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 0 N U 3 0 Ld w 0 O O O N O N V) / cD E 'o a E c- o U N N N cn � .E I I I I I I I I I I I I I I I I I 1 I I I I I 0 W I I I I I z no ILL] L W o �a a Know what's below. Ca I I before you dig . EXISTING STRUCTURE 1 11 EX UG ELEC EX UG ELEC EX UG ELE, � I 4 I \ \ I -�rvr i.m era r� ���A 4> �p 7 i OHW I REMOVE & DISPOSE OF EX. UTILITY POLE PROPERTY LINE (TYP). -- -- -- -- -- 4" PVC EX UG ELEC � N REMOVE & DISPOSE OF EX. 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BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C2m3 DRAWN BY: JT DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 S' m N U 3 0 Ld w 0 0 0 0 N Qo d7 m iv V) / cD ID ID 'o E 0 cn 00 1611' ST HUB >9 W r v _z 0 U w 0 6' HIGH METAL/RAIL FENCE O� SALVAGE EX. SIGN. COORDINATE WITH Know what's below. REPRESENTATIVE. TOP Call before you dig . HW E 0 REMOVE & SALVAGE EX. LIGHT. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. V HIGH METAL/RAIL FENCE REMOVE & SALVAGE EX. LIGHT. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. oNw " Nw TOE OF SLOPE / EX. PARKING METER TO BE NG OT RELOCATED.CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. REMOVE & SALVAGE EX. LIGHT. CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. OH W OH W OH W DEMO & DISPOSE OF EX. AC CURB (TYP) NaTT5 EX)IG ELESY �� �f �f E�/UG ELA ,/jG ,/ / ki UG R(EC 1---,Z— 1---,� NOTE: REFER TO SHEETS U1.0 - U3.0 FOR UTILITY LINE REMOVALS. 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CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. 10075 W RIVER ST APN 019-090-26 e n I 0 z IPRESERVE & PROTECT EX. I IBUSHES 10069 W RIVER ST I OLD TONINI HOUSE APN 019-090-25 I I PROPERTY LINE (TYP) I I I OH TELEEX OH ELEC EX OH TELE EX OH ELEC EX OH EX OH ELEC — EX OH CABLE EX OH CABLE wg PRESERVE & PROTECT EX. WATER BOX. LID TO REMOVE & DISPOSE BE RAISED TO GRADE. OF EX. UTILITY POLE >LAB=5816.4' EXISTING O CONCRETE GARAGE m PARKING ;0 m REMOVE EX. AC 0 I PRIVATE PARKING z n I v — 10055 W RIVER ST APN 019-090-24 I I I I O O� I I D FF=5815.2' I � I EX OH ELEC EX OH ELEC EX OH CABLE N LLJ z N U OH �- FOP OF L PE I TOE OF SLOPE — — --A— — — — — — EX OH TEL FFN-F NG/NK 10039 W RIVER ST APN 019-090-23 EX G EX OR ELEC r EX OH ELEC — EX OH CABLE— — / P' DECK L=58 7.2' L FF=5817.5' EXISTING STRUCTURE Lm LUMOS i ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. g z O ILL J Q U Cn z w w w z w > J LU O LU z z D � z �_ O U O LL LU > w — > z LU O/ 0 J z o Q O � U � LU LU � 0 w w ry U) LU LLI Y U CC H z 0 0_ U U) LU 0 w Q 0 Lu U) z JZ a o 0 U N o N co Z WWM O G U LU z 0 z LL 0 JZ LU W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C2m4 DRAWN BY: JT DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 N U 0 Ld 0 O 0 0 N 0 rn m / 0 Q) E Q) > 0 E 0 U W REMOVE & SALVAGE EX. LIGHT. z CONTRACTOR TO COORDINATE _ v WITH TOWN REPRESENTATIVE. —°—°—°- J N O H V-- TOP OF SLi TOE OF SLOPE =� EX ELE PRESERVE & PROTECT EX. SD ` 80s ' 809 MANHOLE AND DROP INLET. LIDS TO BE RAISED TO FG. REMOVE & DISPOSE SP T AR G OF EX. BOLLARD EX. PARKING METER TO BE RELOCATED.CONTRACTOR TO COORDINATE WITH TOWN REPRESENTATIVE. PRESERVE & PROTECT EX. SEWER MANHOLE LID TO BE RAISED TO FG. / T� .,,NFgST 4' MGH METAL/RAIL FENCE OHW �W 00 W ° — — —°0H °—°—°—°�1 °—°— T OHW W ° — DEMO & DISPOSE OF EX. AC CURB (TYP) 6"PVC F`R5 8 Sn- - rIASPHALTTRASH CURB V-1 , OO D/ 7� 6>, 1 O p \� F`\S8 3 CiA\ UG ELEC F2 Cpp �P\v �� ERCF O F4,S8�24 FpT �V GONG• N U �L NR RS � pT R i I DEMO & DISPOSE OF EX. AC IPAVERS I°scp � I I �I I IEX. SUBLEASE BOUNDARY �I I I �I I DEMO & DISPOS CONCRETE APR ,2„ Fz Cpp F<, e11 8' -t OcMp `U NOTE: REFER TO SHEETS U1.0 - U3.0 FOR UTILITY LINE REMOVALS. CONCRETE SIDEWALK EX GAS — / EX UG TEL EX UG TELL �6 PROPERTY LINE #+* (TYP) \ ROLL CURB AND GUTTER . — .. � .. .. — .. -0- .. — .. i .. — — .. i .. -� + + + + + + + + + + + + + +_++ + + ++ +++++++ + _ _ _ _ _ _ _ _ _ _ _ _ PAVERS SIDEWALK _ _ _ _ _ _ _ _ _ _ _ + + + +1+j + + + + + + + r�inT�r+ E ROE a C EX OH ELE EX OH TEL --- + + + + + + + + EX H TE E I r o�cT moire EX 01� L TEL E& E�� EL C EX OH ELEC EX OH + + + + + + + EX ELEC EX OH ELEC EX 0C + + + + + H SEE EXCELQN ELEC �C # CONC. CURB EX 0 CABLE is EX OH CABLE I ' EX OH ABLE + + EX H CABLE EX OH ABLE , EX OH CABLE X OH ABLE I I I FFN�F N<lNk DECK FL=5q7.2' FF=5817.5' EXISTING STRUCTURE EX IX'M 12+ 00 PROJECT LIMITS W. RIVER STREET DECK EL=581 .0' I DECK EL=5817.9' DECK EL=5815.1' A CONC. REMOVE & DISPOSE OF EX. PAVERS I �— PATIO PAVER SIDEWALK I PATIO I I FF=5818.7' I FF-5818.0' FF=5815.1' I F� OUMp T � I EXISTING REMOVE &DISPOSE OF EX. j EXISTING O F�RSBF I I I CURB & GUTTER I STRUCTURE O �28, Z I I I I m / I I I 10009 W RIVER ST m 10015 W RIVER ST APN 019-150-08 c ° I I 10031 W RIVER ST I TAHOE UNIVERSITY X I I LINCHPIN STRUCTURAL I APN 019-150-04 0D I I APN 019-150-02 I I I I EXISTING > I I I I STRUCTURE m 0D cn �.o n l 10144 W RIVER ST JAX DINER EXISTING STRUCTURE I 111 I TOP OF SLOPE I 1W 0 10HW UB U9 UB U HW - � I � a OD ® m11 I 1 6 Kno what's below. m i all before you ig . Its p , Ii ®RiM R <;�8>> qTFRS I 81,- �O F< 08 M'S8 ch O Ft �'VC ��4, I : n F� AVC �O(/T S 9' (NFS + Ic A/-- i � , 4 SORT TN II z �i C rf EX a+ cnRLE m X �qs � I I I ,t Fa..0 a�4 /N Mp JS, I 158�0 - F` /l�pp I < I 06 g, „Cpp I /N F, _ `S8 / 1 O I F�8 cNc O N U wE � S8'o. s' Riil� 1S.61 O jjMp r �f N xn < C) v� I m� II I F 8 CO FG %7- Q. /'/pF I i I -� E EX GAS ' ' I I m x C I <� m AS r wv 13+00 13+05 sz os UG TELE EX UG TE W EX UG TELL C) CO) EX ft I m I RE m RR X GATE CONC. WALL OHW — RR X SIGN 0 I I —'OHWW o I I I 8' KINDER MORGRN LINE U c EX OH TELJ EX 0 C EX OH ELE=—PAYF"H F—WALK FELE EX OH ELEC Q — —�-TC EX OH EEC I # -F- EX CAP EX OH CABLE zs D / � If Il I 1 I < ^^ EL=5815.5' FF=5815.8' 1882 RIVER STREET INN L, LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Q Z O J Q VJ Z w W W Z w > J LU 0 Y H C� Z z C O U O LU LL W J > o ( z � U w w 0 w w 1r n w w Y U H 1} m z _o H- o_ U w 0 Z a j a O V N oWo N Z W �o � U LU Z 0 Z 2O JZ W W BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, womommmi IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C2m5 DRAWN BY: JT DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 Uo� o s ��oD Know what's below. Call before you dig. ALIGNMENT "WRS" ASPHALT PARKING RIM=5822.6' 5816.2' BOTTOM= 5816.2' WEST FL 6"PVC IN=5816 2' EAST (DEAD END) FL 6"PVC IN= 5816 2, SOUTH FL 6"PVC OUT= 6PVC � U I Ld - O � 1+00 _ RIGHT-OF-WAY cn / CD / PROJECT LIMITS J E 0 E a PT cn .€ >� 0 E o ° o 00 N O 0o G) m N Q LO PARK PROJECT (BY OTHERS) Ig 1 1 1 1 FUTURE MILL ST APN 019-090-002 PARKING LOT 6" BATTERED CURB (TYP) STREET LIGHT, REFER G� m O In G) I` m r PROPERTY LINE (TYP) W I cv z U J IW W N 6' HIGH METAL/RAIL FENCE _o—,—o—a—o—o— I N W Y L W W W W y y W y W y W y W y Y Y L Y Y W W y W W W VV Y y Y W W y W W PAVER SIDEWALK W W W W W W W W W W W W W (TYP) 41 W W Y Y W Z - W +Y *Y IV *Y *Y 4 41 J y y W W W W Y Y Y W IW 1 Y Y Y Y Y L W VV Y Jy y W Y Y Y W W W W W W W VY L RESTRAINT CURB 1 PAVER SIDEWALK (TYP) 5 C6. I (TYP) cs.2 K EL=5 =5821.0' 1 1 E G STRU E 10191 W RIVER ST APN 019-130-50 1 o I ` 1 1 L. LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. a z O J a U ^ VJ z w ww w> LU O LU ~ U) Z < H- J ^ z O LL �Lu w �� _ w LL Q n/_/\/ � z LUL.1_ U U) U) w w w ry U) LU LU Y U m Z Q JZ a o V N O O N o M Z LU W I 1 LU ZLLZ F- �O w J z a 0 W > 0� Iw a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C3m1 DRAWN BY: JT DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 r W " z 0 0 JW 0W �a a =NCE ' O� Know what's below. Call before you dig. i n o =[-)A IAIT /'I too 6" BATTERED CURB (TYP) t 4" PVC i x UU IX ` v, -• — ,,, ,,, • 4 , ____ ==cif- - PIS? ,,, 3" HIGH 3" HIGH I o a • v 4{ T . "'_ _ — BATTERED CURB BATTERED CURB GAS EX GAS EX GAS -r„ 6" BATTERED 12.42' CURB (TYP) 5+00 10 — I 3" HIGH + W. RIVER STREET 11 BATTERED CURB W _ 17.1' DRIVEABLE ,22' MIN. PARALLEL PAVERS PARKING (TYP) T - 9' MIN. 4" CURB & ooaeo ° U MIN. h 4 w 0 4.1 w F a °4 Q 4 co. L _ 4 o . . I I I I I =LLL SpTFR p q (rFR of y N FAR FF- 820.0' BM=5819.3' EC /GO 6' MIN. WIDE PAVER STREET LIGHT, REFER �'�R/tj S m IN o e =58 ' cn O T SIDEWALK (TYP) C6.2 I RESTRAINT CURB TO ELECTRICAL PLANS qp NG n ST CTUR n eOX n 0 ADA RAMP n - XIS G NEW WOOD ' I I (TYP) 5-, (TYP) v d TRASH I UC E STAIRS F=58 g' y I ASPHALT 0 ' Ioo RECEPTACLE (SEE I I I tF I - LANDSCAPE I E TIN I PARKIN( Z PLANS) K EL= I m ST TUR EI I ;,:,r =5821.0'PROPERTY LINE I (TYP) I I CTUR I r mm cn E G 10187 VV RIVER 10175 W RIVER ST ( 10153 I`✓ER ST I RR TIE E ' 10167 W RIVER ST I � 10145 W RIVER ST 10141 W RIVER ST 'I STRU APN 019-130-51 APN 019-130-52 I GARDEN ;`OLLY BUILDING APN 019-130-48 APN 019-090-34ID APN 019-090-33 o r ' I APN 019- 90-35 'I o� _ 0 I I I = io �" 1I+ Q IQ Q v � Iv J 1A LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. I} m z 0 o_ U U) W 0 W Q 0 W vJ ` 1 z W H g W w W > 0 U) 0- Q � n W W � � U co w � w w H O z O U Q W Z W W Y U U) z Q JZ a 0 V N O = O N Z w O � V LU z0z 0 JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C12 DRAWN BY: JT DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 z vi 0 W 0 W (n Know what's below. Call before you dig . _— EX GAS — -- — -- I —� -- -- --- Tr�n 6" BATTERED 2 6 0 CURB (TYP) C6.3 I T •� n cn � .E i EX UG ELEC EX UG ELEC EX UG ELE I EX UG ELEC I I I IX UC IEIE -- -- -- -- -- -- -- -- -- --� 4" PVC ss °o UB 4" PVC =PROPANE ASPHALT SEE LANDSCAPE TANK PLANS PARKING CONCRETE STAIRS RETAINING WALL m HEIGHT VARIES, SEE y GRADING PLANS W W W W VVW W W W W Vi y y y yz CONCRETE PAD V Y W W W Y Y Y Y W W W Y Y Y W W W Y Y Y Y Y Y Y W W W Y W Y Y W W W Y Y Y Y W W Y Y W Y Y W W W EX GAS X GA AS EX 'C;Ab ER GAS 7+00 8+00 10.7'± 3" CURB & s DROP OFF W. RIVER STREET _ MM11 /rA Pfl r I _ / GUTTER C6 2 7nNF � 22' MIN. PARALLEL E■ PARKING (TYP) T T LANDSCAPING 6" BATTERED J CURB (TYP) AnA RAKAP 5� 1S o, Z4 w. FgST EX GAS ' I 4 •4 1 1A LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U LL O 0 H Z W H � W w W > 0 � � Q W W W � U co w � w w H ON z O U Q 0 LU z LU LU Y U m Z Q .j z a. p V N O O N o o_ M z LU I 1 W LU ZLLZ r �O LU J z Q LU 0� a BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C3m3 DRAWN BY: JT DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 r cn � .E W i N IW Lo U J w 6' HIGH METAL/RAIL FENCE -- � 4 HIGH METAL/RAIL FENCE QHW T01 OiIW �� �OI�W-y rOFW OHW nHV1� �,��'� OF3tl�VI SEX. SUBLEASE " " �` �` " " " �` LIMITS " ' � . W W �= + v V, STREET LIGHT, REFER .� = =� �- -+F - TO ELECTRICAL PLANS W W v V. �T � V, V, V. W w (TYP) „�x w v — —� �� �� v. V' �'� v. v- �' v' " ... ... ... ...� v' ... ... .,.... w w v. EX UG _ EX UG ELEC EX UG EL C � EX G ELEC EX UG ELEC V Iw I w v- V, LANDSCAPE BULB I zwl- 36" VALLEY 24 LG UTTER C6.2 4 a' I ADA VAN ACCESSIBLE BOTTOM-5811.1' PARKING FL 6"PVC ' n FL 6"PVC OUT815811.1' EAST 6"PVC 1 0 _ X UG E EC 1- EX UG ELEC UB �'/ s 1.1 �� � EX UG TEL EX UG TEL � I " O / V FS c a a �do v ST HUB >9 BOLLARD FLUSH CURB (TYP) 1 �� C6.3 TRASH RECEPTACLE (SEE LANDSCAPE PLANS) EX GAS ADA RAMP DECORATIVE FENCING, SEE LANDSCAPE PLANS 9+00 ADA RAMP 9' (TYP) - -I — -F W KINDER MDRCAN LINE .•4 Ix GAS Q GAS -��r: — -Pr GAS—�� . — .. .. 7rCAS -� .. — .. .. — .. — 'EX-l!J{5 —.— ... — -. ..= ——.. ..- — ... —.- ... —- ._ _ ... ... — .. — ... _ _ _ _ _.— ... — —. ..= — =� , . _ 11' 11' 36" VALLEY GUTTER 42 W. RIVER STREET 22' MIN. PARALLEL PARKING (TYP) T T --T 10+00 ADA PARKING STALL T 11' 59' 1 � I NEW PAVERS I I I I I CONCRETE PARKING co PAl 1 L. LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Q z O LL J Q VJ Illl- w 2 ww w> W O Lu U U)� z Q � � � J z O LL o w > — w w Q ■�i Lu O11 < U v / U) U) �w Lu 'Lu Ii r� �/ Lu Lu Y U I } m z 0 D_ U U) w 0 U) z Q .j Z a. p V N O = O N Z Lu OC G V W Z 0 0 Z r 0 JZ W w a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C14 DRAWN BY: JT DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 r L-J JGH U METAL/RAIL FENCE ° 0 H W °— �� I� � 0 HIV ` 0 H W 0 W STREET LIGHT, REFER TO ELECTRICAL PLANS (TYP) I r I, ASPHALT JCURB I Ritij,s& =C EX UG EL BO C — S O66'S809.6'I O S Lm P J V. -Nd•� —.. �..—..-�.. _..T�..— . --eve 4 I RIVER ST 9-090-23 cn t .E --q -pt m m� .� m o D� EX SUBLEASE I I I I I e 1njs S , 8 4sAF`6pVC US87S70. , 09gw,FS T I I Ile 6" BATTERED � CURB (TYP) SIDEWALK (TYP) I C6.2 I m I I I I I I I I I I I I 6" BATTERED CURB (TYP) E I FLUSH CURB v,yFAST TOP OF SLOPE OZyT OH OHW OHW W OHW - J. S`SCG o I I I� J 12' J I I - EX.SUBLEASE I LIMITS 12+00 PROJECT LIMITS Know what's below. Call before you dig . � D I 4= D I' mm 41. O �, 71 07 1 m r0 1 D m v .a' SIDEWALK LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Q z O LL J Q VJ Z W W W W > LU O LU U � � z Qz � ^ O LL ° W % W LL W Q > �LU ry n z o Q U Cn U) U) w w 'LU U/ LU LU Y U m Z Q Jz a o V N O O N o o_ M z w W V o � O O ZLLZ r �O LU J z Q W > w 0� I BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C3m5 DRAWN BY: JT DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 r 7/; E 0 iE o ° 0 LO N O �D LO rn o / N O � N d CURB & GUTTER PROPOSED SIDEWALK BACK OF SIDEWALK PLACE FILL AROUND 3.1 /-UTILITYBOX - - - - - - EXISTING GRADE EXISTING UTILITY BOX RAISED TO FG TEMPORARY GRADING AT UTILITY BOX RAISING N.T.S. 0 NIA Ire BC=5822.49 F TC=5822.99 / APN 019-090-002 APN 019-090-002 FUTURE MILL ST PARKING LOT WIN zLri U 6' HIGH METAL/RAIL FENCE ' i y y / W W Y Y W W W Y Y •Y� Y L L Y / Y •Y •Y Y L L Y Y W W W W Y W y y W W W W W Y Y Y Y W W W Y Y Y Y W W W Y Y Y W W W W Y Y Y W �� W W •Y Y Y {Y W W W W Y Y Y W�. Y Y YY WY W . . . . . . . . . Y IV 4, WIY �y /Y W L W W W W W W W W W W W W W W W W W W W W W y W W W W W W W W W W •Y Y Y Y W W •Y Y Y Y Y YYY Y VW W W W W W W W L VY Y W L �•L Y Y Y •Y Y L •Y L Y Y •Y � Y L L Y Y •Y/ •Y •Y Y L W •Y Y Y Y W W Y Y Y W Y Y Y W Y Y Y W Y Y Y W Y Y Y / Y •Y W Y Y Y W Y Y Y •Y W W y W W Y W W y W y W W W W (-0 o/ EE SHEET C4.7, DETAIL I1-1 a22 BC=5822.41 1 TC=5822.91 I I r�� FG=5822.60 RIM=5821.24 BC=5822.32 HALT PAR-- ,. � TC=5822.82 I a " °°° 1��%� -�G • • � . _� .. - ..._� .. � . � � � p,SP 4 P I-- BC=5821.94 / .l 5822.44 = ` TC/ RIM=5820.71 BC=5821.86 BC=5821.59 / BC=5821.89 5a22 TC=5822.36 TC=5822.09 W. RIVER STREET / 4) TC=5822.39 2+00 BC=5822.11 TC=5822.61 - 00 I - - BC=5821.71 TC=5822.21 1+p0 - - RIGHT-OF-WAY o PROJECT LIMITS I BC=5821.61 TC=5822.11 O � � r 3+f10 BC=5821.57 TC=5822.07 FL=5820.86 TC=5821.27 - / / 4 a '0.91%`- 4% I �° ONORO WWI ............. I kl _ J .7, DETAIL - 2.5' / SEE SHEET C PT ' "77 1 \ �-0 \ EXIS i RUCT � Z to I � � O � J F=58 RAISE WATER BOX TO FINISH GRADE, STING SEE DETAIL 1 THIS I SHEET S_ 10199 W RIVER SIT / APN 019-130-06 G=5821.37 - EG=5821.13 / m 0 FF=5 m RAISE WATER BOX O TO FINISH GRADE, SEE DETAIL 1 THIS D STING / SHEET S TUR / I < mI/ I PROPERTY LINE (TYP) I I I RAISE WATER BOX J TO FINISH GRADE FG=5820.72 ' EG=5820.48 = O Q 1 EX UG ILL EX G FF=S 51 / 0 Know what's below. Call before you dig. L, 1UM&S & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. VJ z W H g W w � 0 J U) d a � w Z W 0 Q Q � U ry w 3: w w H z O U Q w z w w Y U m Z /J z li 0 V N O O o MIL o < O O Z ,L Z O w Z Q 0 W > w 0. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C4m 1 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 7/; E 0 I o ° 0 Lo N LO oo o / N O � i0 W I 0 V, W I V' V- I V, W y W W W W W N Mp i8�s8 �T 20.8, \S8o „ x EX GAS a FG=5820.72 ' EG=5820.48 _ 0 1 � + M Q / I I I 1 I I I I I I I I I I I I I I I I I I ,3 OH �31 HO X3 EX 0x LLJ I i z U I W W 07 ' 4" PVC --- ---------- 1 ASPHALT ' DRIVEWAY ROC WALL FG=5820.55 (ME) - - - - - - - - - - - - - - - - - FG=58 .51 (ME) EP AB FG=5820.04 (ME) E ' � ssCOo s s / o FG=5820.26 FG=5820.12 (ME) BC=5819.10 °Oo / - - - - - - - - - - I TC=5820.10 � �- _ � � 5820 \ � ' / - - w +JG G g,Wpa'8% 80% 0 644 o - G=58 7 _ �/ ADR\vEWp,Y 15' - r3.09% �_� o �� LO SHEET C4.7, DETAILL 4 / / - r 1- �'` / 5$ 8 70q ' _ 3.41 % / FG-5820.34 INe A ° FG=5820.81 - - / UG TEL 6��EW A`I „ B - �- SPNcA - C=5819.64 BC/�C=58 •� -EX UG TE P, T- �� �- - TC=5820.14 / - X' � L I IR 1 4 -74A% x GAS- = BC/TC=5819.69 = Ex GAs� �- = r� _ _ err BC/TC 5820.02 BC/TC 5819 54 i T---'A�. �_ _ __ -- --_-- BC=5820.18 j BC/TC=5820.13 -- -- -- -- -- -- - -- -- -- -- -- -� -- -- :" I 3.70% J! \ TC=5820.68 _ _ BC=5820.02 i BC=5820.07 4 �' �� BC=5820 08 TC-5820.32 BC/TC-5819.94 a�g h oaooa goaao O , ___�„�»� BC=582 5820 s TC=5820.33 - - 1.28% , 6+ riI J --4 0.97% _ BC/TC=5821.11 B C= 5821.12 TC=5821.62 X\gT\NG E J W S O W J� / n�V --TC20.72 _ BC/TC=5820.23 BC/TC=5820.17 - 0.63%�- - 5+00 W. RIVER STREET °' BC/TC-5820 27 c9 w S J 6 5g2 BC=5820.28 0 2� 0.12% FL=5818.82 TC=5820.53 FL=5818.99 ±TC=5819.24 b\� TC=5819.41 i o' 1.26% FL/TC=5819.10 / --- � FL=5818.67 FL=5818.85 FL/TC=5819.15 TC=5819.09 FL= 5818.50 FL=5818.25 ' TC= 5819.27 TC= 5818.67 / I RIM=5818.8Z 0.30%' \ TC=5818.91 / RIM-5817.93 FL- 5819.79 TC=5820.21 O 0.95% `0.95%-1= 4 r a NV \ O sp GoR 4+00 d- / SEE SHEET C4.7, DETAIL 3 I / FG=5820.34 (ME) 10175 W RIVER ST APN 019-130-52 I � I d' --- -- Pg1/ n RAISE WATER BOX - - - - - - p I&k Ozl m RAISE WATER BOX TO FINISH GRADE - qQ NG 70 TO FINISH GRADE IOFG=5819.40 (ME) FG= ?? -n 1L -----------4 n I I m I I I \ 10167 W RIVER ST I 10153 W RIVER ST APN 019-130-48 I GARDEN FOLLY BUILDING APN 019-0� -- (2) 6" STEPS DOWN fl F 5819.09 ao 'k, � I� 1 / II� I I C 820.0/ / 10145 W RIVER ST APN 019-090-34 FI 18.66 BM=5819.3- 4 4 4 a DEC =58 I \ n F=58 •8' ASPHALT PARKING E TIN I ST TUR O O 10141 W RIVER ST APN 019-090-33 Q 0 Know what's below. call before you dig. L, ILUM&S & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. v / z W H g W w � J coa � d � w Z W 0 Q Q � U � w U) CD � w w H i H z O U Q 0 > LU z LU LU Y U m Jz a. p V N O � O o M�� z wM � O G < O O` Z LL Z O LU Z Q 0 W > w a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C4m2 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 r 7/; E I � W W I I I I I I I I I I I 1 I I I I I I I ROCIS WALL i LLJ I z VI U I J W I N V,w � u- W V, W. v,� EX UG ELEC 1 v u V, EX UG ELEC EX UG ELE[ Quo EX UG ELEC ---- I l i I / I I IXUG IeIE IX UC IeIE XIST ST CTU �N / I � I / h� I / °o U B o / / ASPHALT / PARKING -------------- // SEE SHEET C/4/7,DI�TAIt5 RR TIE/ / \ r •L . IV y / \ -- j� BW=5817.77 BW=5817.36 TW=5819.78 CONCRETE PAD TW=5819.89 — W W W W V W � IV y I I y W W W Y Y Y 41 W W Y Y W Y Y Y W Y W Y Y Y W _ W W W Y Y Y �'— W W W Y Y Y Y W Y VY W Y Y W Y Y •Y L vW W Y Y •Y Y W W W .i. Jr y Y Y L � � � •1' / o\ — D CIO EX GABS EX GAS EX GAS X GA "' — - --- -- _ � -- -- -- -- -- - __ _ \ -- -- _ -_ -- -- -- -- -- - _ - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ------ — - -- 1 5a \ A 6+ � 7+00 2.60% 8+00 / CD- + - - - - - - c� / W. RIVER STREET — SEE SHf&t C4.6 _ IFL=5817.92 � TC=5818.33 FL=5815.87 rFL/TC=5818.25 FL/TC=5818.00 /FL=5817.88 / TC=5816.20 - 1 0.7 I--'TC=5818.30 FL=5816.44 `O BW=5819.79 BW=5819.66 TW=5819.79/ TW=5819.66 i 1 1 1 1 1 -■- ■ ■ ■ ■ : . ' _ _ _ _ _ ■■ 1 ■---------■ •1 1 1-■—■—■—■—■—■—■-1 1 1 1 1 ��'-�� uuuuuuuuuuuuuuuuuuun ■��MMMM N■NNN■NNN■■ ■— —� �■—' ......O.. ..."..A.. 1 1 1 1 1 1IiIl■■■-■-■-■-■■■■■■:■I1---------�■■1-____1 mE ■ 1• 1 1 1 1 1 1 1 1 in-11 1 .1■________. -______NNN■_,■!I1 11111111 -� 11.1�11111 111 1101 11111� """"""""" �c �� •• ......■■■■■■■■� ' ! q�■� 1 1 1 1 ■ 1 1 1 1 1 1 1 1141 �■________�_____u_____m�m—1�������■7�������N_N_N_N_N_N_N_N_N_N_N_N_N_N_N_N. OM=E■M1!lM_■ . - ��� ����1■1 ■1 ■■�\ �mI10■■■_N�N�N�N�N�N�N�■■�����A�0MMMMMM=MMMMMM mmmmmmmm "=M■ : • • ■ ■ - ,=Al■momi I1111BC■M����������������������� ����������i��:�i■.iJ1�� ON • I • ASPHALT PARKING RR TIES O E; 11 Sl 10131 W RIVER ST APN 019-090-32 DOWN NG - RAISE WATER BOX TO FINISH GRADE I, I D / I — 5 5821.4 MAIL / BOX _I 10115 W RIVER ST HESLIN CONSTRUCTION APN 019-090-31 FF=5&T5.7' ST 10101 W RIVER ST REDLIGHT APN 019-090-30 F=5 riI TING,,-' e ST r 0 10095 W RIVER ST O TAHOE SPORTS HUB + APN 019-090-29 Know what's below. Cal I before you dig. L, ILUM&S & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU U LL. O O I— z O lZ 0 W W Q 0 > W H g W w � 0 J � d a � w Z W 0 Q Q � U � w � � � w w H cn z O U Q > W z cn z Q Jz a o V N O � O N M�L zW O m oc LI.I z00 o Jz W BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C4m3 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 r LLJ n LLJ n z� z� w 6' HIGH METAL/RAIL FENCE 4' till %L• W W W W W W W W W U% v v v v v W v v v W W W W W y v W W W W W y v W v W W W W W W W UJ v v W W v W W W W �' W W W W W W W W W W W W W W W W W W W W W W W W v" W W W W W W W W W W W W � " v' W W W W W W W W W W W W W W W W W W W W W �' W W W W W W W W W W W W W W v W W v W W W W W W W W W W W W W W W W v W W W W W W W W W W W W W W W W W y. W W W W W `�' W W W W W W W W - W W `�' W W W W W �' .✓ Y W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W �' W W W W W W W W W y. W W W W W W W W W y� W W W W W W W W W W �W W _ W W W W W W W W W W W W W W W � L W y. W W W W W W W W W W W W W W W / W W W W `�' W V. W W W W W W W W W W W W W W W W W W W W v, B�=5 16.83 W W W W �W 7- W W W W W W W W V. TC 5817.3-3 Bsi`-af816.67 W W W W W W W W W W / W W W W W � W W W W W W W W W W W W W �' W W W W W � v' W W W W W W W W W W W W W W W /a' W W V. W y. W W W W Y' W W W W W W �W W W W W W W W W W vW W W W W W /y. W W W W W W W W W W W W W W v' \W WTC=5847. 17 W W W W 1 F W W W W W� W W W Y' W W y W v W W T•� W �G- / W W W W W W W W W W W W W W W W W W W v. W '- ,,, „I ,,,W W W W W W EX U EX UG 4L1 '� / N °O� / \ / / N / 0) W W W W W W W W W W \ \ W W C 0) / Ste, 6\ / \ / 0)/ \ - / BC=5816.47 / \ -- /7.36% / G / / TC=5816.97 / I / FG=5817.74 / / / 1.47% Q - 1 Q• ADA PARKING AREA I \ \ SHALL BE LESS THAN 2% IN ANY DIRECTION I \ \ \ FG=5817.31 FG=5817.05 / UB 00 \ \ ,- �-- - FG=5818.09 / 0.42% BC/TC=5817.31 5.71 - / BC/TC=5817.95 B TC=581 6 EFC=51 .11 A --, y y I 6. T - 81 5H H H H H H H H H H H H'" H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H y y BC/TC=5817.15 00 o 000 I r y�� ° 41 41 SE f HZ JDETAIL \ v I I 1 - - - - - - \ _-- q l / / \ o000 °pao - - - - - - - - - - - - - - 4 4 Ar - - EX GAS / EX GAS - - C - X GAS G_ - -cx-d s - - --"EX GAS ' - -tea --0 - - - - a. - - - - . -� - =� 4- _ a 4: ' ; 3 -� - - - - - , ,Q� - -. '. - - -� - - - - 4 �% .-f3f- GkS ---- _� -� EX GAS 4 o o- o00 000 -vvv o00 000 �rro 'o,s ' moo 000 - 000 foo 000 000 000 ... ... ... . ..0 000 oii o00 000 oof o00 000 oor �n L- / FG=5816.71 / 11 00 9+00 0.65% 10+00 / 0.68% 0.81 W. RIVER STREET / SEE SHEET C4.6 5$16 c 1 00 FL=5816.04 c0 TC=5816.45 / ADA PARKING AREA . . 4. . I SHALL BE LESS THAN a' a I - 0 m ��A�f.Wfill Tv � �II�I���sl 2 /o IN ANY DIRECTION I FL/TC=5816.07 FL/TC=5815.19 1 / FL/TC=5815.31 FL=5815.08 TC= 5815.50 L 'MW14" DI 38 a 1.% a a � u IX ML IX ML IX ML IX NL . % O('Al IX Nl Q Q V 4 -- q a 4 =581 . F818.3 I, r 01 cn E o' 0 E o ° 0 LO N 6 �D LO rn o / N O � 10090 W RIVER ST APN 019-090-45 C �FF=:5 U 10075 W RIVER ST APN 019-090-26 N gm gn 0 / II j FG=5816.07 �! FG=5816.01 I 10069 W RIVER ST I OLD TONINI HOUSE APN 019-090-25 / FG=5816.01 J a_ �} 4 Q FG=5815.47 j FG=5815.57 I / IFG=5815.61 / �I ! RAG 10055 W RIVER ST APN 019-090-24 75 EL= 8'\ \ \ O I 1 \ \ 00 I FG=5816.10 I 10039 W RIVER ST I I APN 019-090-23 O Go 7 a 0 Q � FG=5815.60 I FG=5815.43 I FG-5,915.31 "t I III _ CONCRETE --PARKING- - n O Z I DECK; K==5897.2' CON PAT C VA O oc n L J f • Know what's below. Call before you dig. L, LUMIRS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U LL O 0 I- VJ z w H g W w � 0 J U) d a w Z W 0 Q Q � U � w � � � w w H z O U Q w z w w Y U m z .j z a. p V N O O N o M Sri z W O G o O > ZLLZ r �O LU J z Q 0 W > 10�w a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C4m4 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 9. U 3 Z 0 a o- CD 0 0 0 N L0 0) / CD 0 E 'o a E a ° U 01 cn E o' 0 E o ° 0 LO N 6 �D LO rn o / N o� N LL-I \TOP OF SLOPE I . _ 0 I H METAL/RAIL FENCE _ _ _ Z __--- ©tB W 0 H W O H W HAW 0 H W - \ OHW__-- -- a _----- \ \ �FG=5815.00 FG=5815.00 API LT TRASH I G I \ �� �=V. / I URB I D MPSTER \ oO \9 I V./0 mll / FG=5814.79 I / \ \ J \ \ \ E UG ELEC RIM=5814.55 FG=5815.10 (ME) / FG=5814.58 �C V / \ pq T/O S RIM=5814.44 -� •� O�G' \ I i C NC. t RB l G RIM=5813.90 i FG=5814.64 (ME) 2.59% Ex OH LO / V \ . a• \ I I // FG=5815.11 ME \ \� FG=5814.84 (ME) PAVERS I / / 10144 W RIVER ST / JAX DINER I� RR X GATE 17 / CONC. WALL/ - OH I � 10 I X SI N O I IRR I _- I I � II a I I - ocn I / c: D I I I / 1 cn. - I / 1 m > 0 \ r Y I %i/ / o / ' \ XCI 0 / C -4 \ / 47 v4 yo .: v o o o v ,o• I v•/,I o. .a v < / \ a C I • m n a I X y . m I `: 8' WNDER LINE I r \ I - / T FG=5815.48 rn I \ a I P ix %3 lM %3 11 00 I 12+00 W. RIVER STREET w 13+00 1 5 4. a START CROWNED I `.M\ I ROADWAY PROJECT \ / I� LIMITS \ EX UG T L / p I \\\\\� EX UG TEL d b o UG TEL y W / � U L -I FL/TC=5814.91 FL/TC=5814.94 / FL= 5814.87 / I Ex y # a TC= 5815.28 / � _ �` Ln RIM=5814.81 1� � / / P \ M I P 4IX--„-050%• -i„-_ _ _- ',,, „ ,,, -emu_ ,,, ..v o ' •. '. v e a m d 4 ,a a A aeI , o G o In - \'\ d '° _ • > P S SIDEWAL, I � A S I a..�o . a _ a• FG=5815.32 /E >> CONC. CURB -� - ° a L I O RIVER ST 9-090-23 � \ FG=5815.16 (ME) s 1 / oo \ a. � I - - 1 81 % EXI G w ADA PARKING AREA TRU RE \ SHALL BE LESS THAN I I \ I 2% IN ANY DIRECTION O \ FG=5815.23 (ME) FG=5814.87 \ �tp FG=5814.90 / a ° P / a. IS ` FG=5814.9914V a BC/TC=5815.02 \ ` / P a a �G=5814.93 I # � o / P d C I 4 w .L� „ j P 4- EX GAS a. I \ P 0 FG=5815.02 � 1 CONC. m - - PATIO / I m I m DECK'I =58 7.2' I I EXI G I I TRU RE I 10031 W RIVER ST - I� LINCHPIN STRUCTURAL I APN 019-150-02 I I I I /I =5 .9 STR URE 10015 W RIVER ST APN 019-150-04 a �� a p � I D EL=5 .1' ELF / C PAVERS PATIO =5815 I II FF 10009 W RIVER ST APN 019-150-08 IN/ ,TU R I D ----- ----- I I O m ° % o - g i n I n 4 i ,IW r r D < W A x/m/m/d/d/ /m/m/11m, .5' U� i Know what's below. Call before you dig. L% LUM&S & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U 0i LL O O I} m z O U W 0 LU Q 0 LU VJ Z W H g W w � 0 J U) d a LU� Z W 0 Q Q � U � w � � � w w H z O U Q w z LU LU Y U U) 2 Q JZ a. p V N O O N co Z MW O CWC U G W Z 0 Z O JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C4m5 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 / RIM=5815.72 _ CONCRETE BENCH, 5816 - / SURFACE TC5815 72 / BY EXISTING — FL =FL=5815.74 PT TC=5816.07 PROPERTY OWNER 0.37% BC/TC=5816.36 FL=5816.35 TC=5816.68 4 7/ cn � .E FL= 5815.88 TC= 5816.21 BC/TC=5816.38 FL= 5816.35 TC=5816.77 FL= 5816.32 TC=5816.74 FL/TC=5816.05 FL=5815.92 TC=5816.25 N RIM=5816.22 LLJ o z J w � m w w cn = 5816.09 ' FL=5816.11 TC=5816.44 I IX IX Nl IX Ml _ U'Al I I _ 00 U + 00 Q N RESTRAINT CURB PAVER SIDEWALK HEAL PROOF 5"+ TRENCH DRAIN STEP PAVERS SECTION A - A N.T.S. o�o • °off Know what's below. Call before you dig. L, ILUM&S & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU U D LL 0 0 VJ z W H g W w � 0 J U) d a � w Z W 0 Q Q � U ry w � � � w w H z O U Q 0 w z w w Y U ry m z Q Jz a 0 V N O O N o M Sri z W � O O 0 ZULZ 0 w J z Q 0 W GC > w a BAR IS 1 INCH ON ORIGINAL DRAWING 0 5' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C4m6 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 7/; .E IL=5821.37 BC/TC=5821.48 C=5821.79 BC/TC=5821.43 FL= 5821.58 Q TC=5822.00 o0000000 00 0000 °0 °oo pp0oo a / 0000.92%°00 4 4.10% o 5.28% rn \ I \I BC=5821.88 FL= 5 1.66 I� TC= 5822.38 TC=5 BC/TC=5821.88 BC/TC=5822.09=5821.92 O6� I/ I TC=5822.42 ADA RAMP SCALE: 1" = 5' I I � I TEL I s It oO � GAS E 3.64% 0')o°I'o"244-0,00000.78% BC/TC=5820.63 BC/TC=5820.59 SCALE: 1" = 5' BC=5820.49 TC=5820.74 BC/TC=5820.55 y V TC=5822.65 TC=5822.78 BC/TC=1822.20 _ BC/TC=5822.23 I TW=5818.73 B W= 5817.70 TW=5818.32 BW=5817.83 BC=5817.32 BC=5817.40 BC/TC=5817.70 TC=5817.82 TC=5817.90 � 5.81 % 1 000000000000 B C/TC= 5817. 21 O o°° ° 30, 00° ° °o° 00 00 EX \ BC=5817.11 \ \ TC=5817.61 O°O° ' o°o° O°O° 0000 o°o° TW= 5818.14 0 0 FX GAS BC/TC=5817.29 ADA RAMP SCALE- 1" = 5' y N BC/TC=5819.54 RIM=5819.63 FL=5819.61 TC=5820.03 �n 1 LO 7.27% BC/TC=5820.15 BC=5819.67 TC=5820.17 B C/TC= 5819.48 �••- 00��- 0c '000 000 o ooO oopp0 11000 °°00000000 co a 1.09% 4.77% BC/TC=5819.95 BC=5819.62 TC=5820.12 .7_1'T I� SCALE: 1" = 5' FG= 50 44 FG=5817.40 FG=5817.38 FG=5817.34 N 100 0,--00 9.86% 0_-oo°pO .93%pO 9.95% BC=5816.93 TC= 5817.43 BC/TC=5816.88 - FL= 5819.42 TC=5819.83 BC=5817.00 TC=5817.50 BC/TC=5816.84 ADA RAM SCALE: 1" = 5' N N o�o e °off Know what's below. Call before you dig. L, ILUM&S & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. W U LL O O VJ z W wwcn W � J � 0 H U) � W � a 0 W > w Z 0� a 0 � � W W � W H CA w w Y U m z Jz a O V N O � O o o M�� z w O 0 Z LL Z F- �O w � Z Q 0 W GC > w BAR IS 1 INCH ON ORIGINAL DRAWING 0 5' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C4m7 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 SDMH #6 RIM: 5822.32 CONTRACTOR TO FIELD VERIFY INVERT ELEVATION OF EXISTING 24" PIPE PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF MINIMUM PIPE SLOPE CANNOT BE MAINTAINED. APN 019-090-002 FUTURE DI FUTURE PRETREATMENT - VAULT w i FUTURE SDMH (HIGH -FLOW BYPASS) FUTURE SDMH - U / - _ / (HIGH -FLOW BYPASS) \\ F- 04 __ \ I � _ _ - - - FUTURE CHAMBERMAXX - - ,� �' iI ' FUTURE SDMH \ INFILTRATION SYSTEM Lu � / FUTURE MILL ST PARKING LOT / W p 1t I i i 1 1 � 1 1 / It ItNVA I► FUTURE SDMH W W i I/ W W REMOVE AND REPLACE - - - - - - - - - APPROX. 105 LF EX. 24" CMP / _ - - - - - - PIPE WITH 24" HDPE / Y •Y •Y l- / •Y W W W W W V•Y •Y W W / •Y •Y •Y •Y Y •L •L •Y •Y •Y W W W / Y Y W W •V •Y IV IV W W 41 •V •V IV IV W W •Y 41 W •Y 41 W W •Y W Y W •Y •Y •Y - W W W •Y •Y \ / / � --� � / ' Y Y W W V•Y •Y Y Y W W V•Y •Y Y Y W W V•Y •Y Y Y W W V•Y •Y Y Y W W V•Y •Y Y Y W W / Y W W •Y •Y •Y •Y W W W •Y •Y •Y // // // //' •Y •Y •L Y J W y W W W W y W y W W W W W W W W W W W W W W W W W W W W W W W W W /W W W W W W W Y •Y •Y •Y •Y •Y •Y \ //' W W VVW W W W W W VVW W W W W VY W W W W W V� W W •L •Y •Y •Y W W W •L •Y •Y •Y y y y W W W y y W W W W W/ y W W W W W W •Y y W W W W y y \ W V•Y •YYY •Y •Y •Y W W W S ( - W ) Rthl:_8211.24 (SE) I V 5 1 .8 15') _ - - - (NE) INV OUT 5 1 .7 15') (SW) INV 0 T:5 1 .8 15 / / / / 5 LF 15 " PE ® 1.00% 12 L 15" HDPE @ 0.80% EX GAS ,____-_�G TEC� r G __ r r . E -'� EX. DI TO REMAIN RIM:5821.24 \ (NE) INV IN:5815.75 (15") UTILITY CROSSING: W. RIVER STREET (NW) INV IN:5815.80 (24") EX. GAS LINE IE: +- 5817.59 0 \ \ (SE) INV OUT: 5815.70 (24") I STORM LINE CE: 5817.09 CAUTION! EX. GAS LINE 2+00 3+00 ,� � DI #8 RIM: 5820.71 REMOVE AND REPLACE (NW) INV OUT: 5815.89 (15") APPROX. 150 LF EX. 24" CMP PIPE WITH 24" HDPE q � / 4 0 1+p0 N / .. 4 a •. .< LO C/� �� y g PROJECT LIMITS E Soso I ATC SEE CONTINUATION AB / O ® I I 10187 W RIVER ST cf) I 3 10199 W RIVER ST PROPERTY LINE�i / APN 019-130-51 jy 0 O� I 1 APN 019-130-06 (TYP) 10191 W RIVER ST I / APN 019-130-50 00 � I // I 0 Know what's below. _ /� �u + N L� _ 0 o Call before you dig . N I i� I I cn - J L, LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U LL O 0 VJ z W w w z � p a cnaz w > w o U w O � � w U) w z O U Q w z W W Y U m z Jz a. p V N 0 o N 0 M Sri z W � O LU \�� LL Z w J z Q 0 LLI > W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C5m 1 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 - g ----------- m L0 U 3 O 1 0 0 0 N 0) N / 0 E 0 a E a 0 U N N 7/ cn �E W z�Lci / / 1 CONNECT TO PROPOSED CHAMBERMAXX INFILTRATION SYSTEM (SW) INV IN: 5815.34 (15") \ APPROX. LIMITS OF PROPOSED CHAMBERMAXX INFILTRATION SYSTEM OH �EC� \ \ HO X3 _ 041+ - W I i z Lq U I W W (n VA A — 4" PVC — — — �y — — — — — — — — — — — — — — — — — — — I I „T - / i i _ EX GAS EX GAS EX GAS 4T �"% -T- - - -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- \ — 6+00 \ 5+00 W. RIVER STREET DI #5 RIM: 5817.93 10141 W RIVER S APN 019-090-33 a Q 4 4 4 Q Know what's below. I Call before you dig. L, LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. W U LL 0 O cA H Z W WwZ Q (q Z W a W 0 Q U ryo w O � � w U) w i z O U Q w z LU LU Y U m z Jz a o V N CDO N oco M Sri z W � O � /r 0 \z� O �L Z r �O w J z Q 0 W GC > w a BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C5m2 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 WIN z L6 U 1 EX UG ELEC I EX UG ELEC EX UG El i � I EX UG ELEC - I / I / I / I / I / / / / I / I / / I/ / 4" PVC ss GAS ' EX GAS EX GAS — EX GAS -- -- -- -- -- -- -- -- -- �a �\ -- -- -- -- -- I \ 6+00 \ r I U H I ,I� 3 / ,I 0 E a 0 U N t � 41 W RIVER ST IT 'N 019-090-33 Q E �N o ° 0 0 LO 0 o I rn o / N o� N J 'b I UB 4, / PPA� C_— — — — — — — — — — - -- -- -- -- -- -- -- —_ \ W. RIVER STREET \ —{—�— — — — 7+00 \ / 160 LF 24" / r HDPE @ 0.80% / / T ,r a W l m m 1ElE N Know what's below. Call before you dig. L, LUMOS &ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U LL O O V) z W w w z LU � p a cnaz w > wryo o U w O � � w U) w I z 0Y O LL J Q U z O U Q LU z LU LU Y U m z Q Jz a. p V N CDO N o M Sri z W � O LU z LL Z _F- �o LU J z Q 0 W GC > w a BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C5m3 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 L0 O 3 O H O O O N 0) N / 0 / E 0 a E a 0 U N N 7/ cn �E / WI n W z u 0 z w O Lv v y v V y w v � W W W V- �' V- �' `�' W y. V. `�' �' W V, yW Y- W y,V. �' W y. .L �' W W y. �, `�' V- V' V' V'V. V' W y. V- y' y. W µ `�' y. V' V' W V' W .r ` µ y. V' V' y. V, W W V' Y- V- y. `L W y. V' `�' V- w V' `L V' y. W W W W V- V' V' V' V- V' Y- V- V' W V' V' W V- V' V- y. Y- W Y- V- W V- W V' Y- - V- V� V. � � � � � � � � � W � y. � � � � � V. � � V' � y. � � � � � � W � Y- � V. V- � � � W � � � � Y- V- y. � � � � � � � � W V � y. � � � � r � � � .L W W W V - y V- y. V' V. � � V- W W W V- W � V- � � V' � V- y. � � � � V' `4 W � � � � � V' W V- � � � � � V' W V- W � � W � - V' W V' � � � � � V' � V- y. � � � � � �V- VV, W W y. V, V- W L V' V. V. V. V' `�' � V• `L V- y. V, V- y. V. Js. V. y L y_ V, V- ,y — V� V' y. V- _ ,y W V. V- Y- � W V' V- y. al I , b f ore, L V V. V. v V V V V / v v V V V . V _ V — v- v. V. V• V. v / V- / /j 9 cur 8/ S 0' / W I / / � / ' Y •Y •Y W W W • y W � � W W W VW W W W W W Y •Y •Y W W W Y_ _, m ST HUB >g EX UG ELEC - \ .ice; � : i .•. �:. i .. — _�r l I — i EXUGECC V VA • �: �:,.i..�..•i:.—�'., oi'..—•..#..—vim. I LAJ LUMOS &ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. VJ z W w w z �LU p a cnaz w > w o U w O � � w U) w ry z O U Q LLI z U) >_ m z Jz a o V N O O N o M Sri Z W � O () O O ZLLZ r �O w J z Q 0 W GC > � a BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C5m4 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 TWI L0 U 3 0 1 0 0 0 N Lfl Lc) IT ~v / 0 E 0 E a 0 U N 01 cn � E — W z Lri c-- U _-- OHW 0 © W � 0 H W 0 H W W--° — — — \ B OHW _ Y— V' = —N-- ------ --\ \ a� 6 — y_ �I V�• V' V• V' —W� �f� � — — y� � _ y. - _ y, v, � � \ , 6"PVC U. V. V, W `' / �� /�/Y �I \\ TIE INTO EX. \ IPE I I I / FG2 8pp �/ p RIM:5814.55 1 / FG CAP FGO Mp \ # I (S) INV IN:+-j3 9.94 k15") �0 `E y— -/EX UG ELE C \ 10 IF- T5" E UG ELEC F CAP\ 6PE 00�99 �/ FG,S8/2.4, \ OC1/e 4 LF 15" HD E ® 1.00% CON ECT TO PRO OSED LO CHAMBE MAXX EX. SDMH TO REMAIN ' I FILTRATION S STEM Ln (E) Ii IN: 5808.82 (15") 6 LF 15" CONNECT TO EXISTING HDPE @ 1.00% \� O/W SEPARATOR EX. 0/W SEPARATOR I I \ / TO REMAIN I APPROX. LIMITS OF PROPOSED I p/ I °I a+DSx I CHAMBERMAXX INFILTRATION a� EX. DI (SEE NOTE 1) — — —I— SYSTEM /. RIM:5813.90 — = T om. �•..—Q7..�..—..Pi..—'..t..— P 1 / ' SDMH #4 (HIGH -FLOW BYPASS, SEE NOTE 1) I I / [101,44 W RIVER ST \ RIM• 5814 43 v y e j ® R,� GENERAL NOTES �c 144„ 1. CONTRACTOR TO FIELD VERIFY INVERT ELEVATIONS AND IMMEDIATELY TT� NOTIFY ENGINEER OF ANY DISCREPANCIES. F� 6 jl \ (NE) INV IN:58000 98t (15") I I I Ssc \ JAX DINER \ \ I () INV OUT: 5809�8± () 8�± (15") �--I \ G`069 //S WINV OUT: 5809 I F \ \\ // `. J.a' /NAP // FL, 8T + I $ /10I I I S 0 8 / • 6 \ I I % % 7 \ I � ""/� A b 1 I / Y , ti Mon vp 11 iv ENO — i•. �� •ITT-� RIVER ST 9-090-23 " I JI I 1 IiS -6 \ \4 / • a 1 / (7 \\ I�/ \ /i/ F�„CON v. \\ / •aN I a I \ \ // ev F��s TId a..4 0, v4 aR .: v y o.• ao v o o `�l.: a v a \ ------------- HDPE © 2.00% \ CAUTION! EX. GAS LINE \ UTILITY CROSSING: \ \ EX. GAS LINE IE: 5811.8f STORM LINE CE: 5810.15 — — — —12+00 _37 LF 15" I HDPE ® 1.79% PROJECT I� LIMITS DI #1 RIM:5814.81 (W) INV 1Iq:5808.z/ (NW) INV IN:5808.27 (15") / (E) INV OUT: 5808.17 (24") / IX NL / / / v ° .. — . wg / I I / I / I I � I I I I I I 10031 W RIVER ST LINCHPIN STRUCTURAL I APN 019-150-02 I I I I �I W. RIVER STREET 10015 W RIVER ST APN 019-150-04 IX � VA / I ' oy # r C A �o•. e X � 1` / v C) <� I — C• ° C I r KINDER LINE 4. m v. EX GAS a. AS \ I = ° -- -- ---- W \ T-- v iy a I a• # ° m v I ,.� w . ' 13+00 1 5 - m a I a EXUGTLI EX UG TEL C b > UG TEL U L —I / a• SDMH #1 RIM:5813.93 \ (W) INV IN: 5806.17 (24") n EX. (N) INV IN: 580& 7_(24") # EX. (S) INV OUTS--806.17 (24") e • .. e e • .a ao ` / I 4 \ A d C Cv a. a• E � I I I I �I �II I 10009 W RIVER ST APN 019-150-08 I I / b C � I # I / / lI # + 0 Know what's below. r Cal I before you dig . /A LUMOS N ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Q z 0C 0 LL J Q U C/) z W W z W W Q J LU LU �> O U C/� � z z Q 0 LL W Q O � � 3: O/ 0 C w Z O < U L.L U) O W �w C/) W VJ w LLI Y U m z Q Jz aO C U N o O N M H z W U O m o > z00 �O w Z 0 W > w tY BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C51 DRAWN BY: RH DESIGNED BY: JT CHECKED BY: MG JOB NO.: 9562.000 10' MAX SPACING WITH WIRE SUPPORT FENCE 6' MAX SPACING WITHOU WIRE SUPPORT FENCE STEEL OR WOOD J POST ON CONTOUR STEEL OR - WOOD POST JOINING DETAIL (TOP VIEW) 36" TALL STAPLE (6" SPACING VERTICALLY) --r-7 18" END STAKE DETAIL (TOP VIEW) OR UNTIL STABLE EXTRA STRENGTH FILTER FABRIC SECTION FILTER FABRIC ATTACHED SECURELY TO UPSLOPE SIDE OF POST PONDING HEIGHT 6" FLOW In 6„ EXCAVATE 6"x6" TRENCH PLACE FABRIC AND BACKFILL NOTES: 1. USE PRINCIPALLY IN AREAS WHERE SHEET FLOW OCCURS. 2. DO NOT USE IN STREAMS, CHANNELS, OR ANYWHERE FLOW IS CONCENTRATED. DO NOT USE SILT FENCES TO DIVERT FLOW. 3. DO NOT USE BELOW SLOPES SUBJECT TO CREEP, SLUMPING, OR LANDSLIDES. 4. SILT FENCE SHOULD BE WOVEN POLYPROPYLENE WITH A MINIMUM WIDTH OF 36 INCHES AND A MINIMUM TENSILE STRENGTH OF 100 LB FORCE. 5. INSTALL ALONG A LEVEL CONTOUR, SO WATER DOES NOT POND MORE THAN 1.5 FT AT ANY POINT ALONG THE SILT FENCE. 6. THE MAXIMUM LENGTH OF SLOPE DRAINING TO ANY POINT ALONG THE SILT FENCE SHOULD BE 100 FT OR LESS. 7. THE MAXIMUM SLOPE PERPENDICULAR TO THE FENCE LINE SHOULD BE 1:1. 8. PROVIDE SUFFICIENT ROOM FOR RUNOFF TO POND BEHIND THE FENCE AND TO ALLOW SEDIMENT REMOVAL EQUIPMENT TO PASS BETWEEN THE SILT FENCE AND TOES OF SLOPES OR OTHER OBSTRUCTIONS. 9. TURN THE ENDS OF THE FILTER FENCE UPHILL TO CREATE A "J" SHAPE, TO PREVENT STORM WATER FROM FLOWING AROUND THE FENCE. 10. LEAVE AN UNDISTURBED OR STABILIZED AREA IMMEDIATELY DOWN SLOPE FROM THE FENCE WHERE FEASIBLE. 11. SILT FENCES SHOULD REMAIN IN PLACE UNTIL THE DISTURBED AREA IS PERMANENTLY STABILIZED. 12. REMOVE SEDIMENT WHEN DEPOSITS REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. SILT FENCE C6.1 SCALE: N.T.S. SACK TO OVERLAP ONTO SIDEWALK GAP BETWEEN SACKS ACTS AS coil i %A/AV RUNOFF �E E 0 0 00 00 N m o iN 0o �N Q� � o BACK OF CURB THREE LAYERS OF GRAVEL FILLED BAGS WITH ENDS OVERLAPPED (SEE NOTE 3) OFF PAVEMENT ON PAVEMENT FIBER WOOD STAKES ROLL BOUND AT TOP. INCREASE SOIL DRIVE STAKES CONTACT ON UNTIL STABLE. FIBER ROLL UPHILL SIDE (BACKFFL•�}............. O IIIIIIII FINISH O GRADE O flowill-III "; ' 111II-1 1�,..._ 1-III-Iii - FINISH- 4" MIN. GRADE TRENCH PAVEMENT FIBER ROLL - ON SLOPE VERTICAL SPACING MEASURED ALONG FACE F SLOPE VA S BETWEEN 0'- INSTALL FIBERIto�I ROLL NEAR SLOPE TRANSITIO 18" MIN OVERLAP GRAVEL BAG WEIGHTS ON UN -WEIGHTED FIBER ROLL (PLACE AT ENDS AND 3' ON CENTER) i / 4' MAX SPACING � WOOD STAKES BOUND AT TOP FIBER ROLL ALIGNED ALONG CONTOUR DRIVE STAKES UNTIL STABLE DETAIL COURTESY OF TRPA EROSION CONTROL TEAM 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. FIBER ROLL/COIR LOG 3' MIN SCALE: N.T.S. FABRIC IN GRATE TO ALLOW ACCUMULATION AND REMOVAL OF SEDIMENT SANDBAGS TO OVERLAP ONTO CURB NOTES: 1. SACKS SHALL BE MADE OF WOVEN GEOTEXTILE FAtsI- u. 2. SACKS TO BE FILLED WITH %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. A CURB INLET OR CATCH BASIN K OF CU 0 FILTER BAGS OR FILTER FABRIC IN GRATE TO ALLOW ACCUMULATION AND REMOVAL OF SEDIMENT DI INLET PROTECTION SCALE: N.T.S. NON -WOVEN FILTER FABRIC SET UNDER DRAIN INLET NON -WOVEN FILTER FABRIC SET UNDER DRAIN l INLET 0 J GRAVEL BAG FLOW WEIGHTS AT ENDS n AND 3' ON CENTER CURB INLET WEIGHTED FIBER ROLL OR FIBER ROLL WITH GRAVEL BAGS AS WEIGHTS INLET 24" MIN. FLOW FLOW OVERLAP ~ o SHEET FLOW INLET w FLOW 1 r 24" MIN OVERLAP WEIGHTED FIBER ROLL OR FIBER %o , NON -WOVEN FILTER ROLL WITH GRAVEL BAGS AS FABRIC SET UNDER WEIGH S DRAIN IN ET 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. Lk ILUMOS i u.SSDCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Lu Lu U LL. O 0 m z 0 U w w Q 0 > w VJ Z W H g W w W > o U) InJ W � Q > w w �a� � U w � w w H Si z O U Q 0 > w z w w Y U H Z Q JZ a O 0 U N o N MP' Z W O � U W Z 0 Z O JZ W BAR IS 1 INCH ON ORIGINAL DRAWING 0 N.T.S. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C6ml DRAWN BY: BG DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 AGGREGATE BASE NOTES: 1. SOFT AND UNSUITABLE SUBGRADE MATERIAL SHALL BE OVER EXCAVATED & BACKFILLED WITH EQUIVALENT DEPTH OF AGGREGATE BASE OR STRUCTURAL FILL. PARKING SECTION SCALE: N.T.S. 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. N �E IE 0 0 00 00 N Ln m o iN 0o �N Q� � o RYERSON 4" STEEL PAVER EDGING OR EQUAL (E) SOIL RYERSON 4" STEEL PAVER EDGING OR EQUAL (E) PAVERS --\ SECTION 5" 6" R=l„ 2 '9 X 10" SPIRAL SHANK STEEL SPIKE 8" CLASS 2 AGGREGATE BASE DRIVEWAY CURB SCALE: N.T.S. R=I" 2 )00 PSI CONCRETE INSTALL FULL BRICK ALONG ALL EDGES PAVER SIDEWALK AS CALLED OUT ON PLANS 12" 14" R=9" 1 R=2 1" ° a ° C a a a ° 4000 PSI CONCRETE 6" CLASS 2 AGGREGATE BASE 3" ROTATED TYPE E CURB & GUTTER SCALE: N.T.S. EXTEND GEOTEXTILE FABRIC VERTICALLY 2" ALONG EDGE OF CONCRETE GEOTEXTILE FABRIC \\\ \\\ \\\ \\\ COMPACT SAND BEDDING COURSE TO EDGE OF CONCRETE PAVERS ADJACENT TO PCC PAVER EDGING SCALE: N.T.S. SCALE: N.T.S. PAVER PATTERN SAILOR COURSE AS CALLED OUT 5" X 8" 1�-I ON PLANS (E) PAVERS OR SOIL PLAN SCARIFY AND RECOMPACT TOP 5" OF SUBGRADE TO 95% RELATIVE COMPACTION 1" FOF 1.5" FO R=!" 2 )00 PSI CONCRETE ZETE VALLEY GUTTER vv,�,) ,4 REBAR CONT. 8" CLASS 2 AGGREGATE BASE 2610 OR 36" VALLEY GUTTER C6.2 SCALE: N.T.S. NOTES: CURB & GUTTER OR 1. WHERE (P) PAVERS ABUT (E) PAVERS INSTALL PAVER EDGING OR FLUSH CURB. CONCRETE BAND 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. PAVER SIDEWALK SCALE: N.T.S. 'SAKRETE PAVER SET POLYMETRIC SAND' BETWEEN JOINTS a a a � a a° a a a r VARIES (6' MIN.) 1" SAND BEDDING COURSE 3" (60mm) PAVER 2 - #4 CONTINUOUS °a ° °a a . a ° a a SCARIFY AND #4 @ 12" RECOMPACT TOP 6" O.C. EA WAY OF SUBGRADE TO 95% RELATIVE COMPACTION a a °Q Q a ° a a a �//�//\ 6" THICK, 4000 PSI CONCRETE ° 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. HEAVY DUTY PAVERS SCALE: N.T.S. RSE a � a C&GORCURB AS INDICATED ON PLANS 12" LUMOS Lk ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Lu Lu U of LL O O H } m z 0 U w 0 w Q 0 > w v) Z w H g W w W > o � w�a 0—J > w w ()� Q o � U w � w w ry m z 0 w J Q U z O U Q 0 > w z w w Y U co Z a JZ p V N O � o N Z w �o co U w Z 0O z o JZ W BAR IS 1 INCH ON ORIGINAL DRAWING 0 N.T.S. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C6m2 DRAWN BY: BG DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 PAVER ADJACENT 2' R TYP. TO PCC PAVER SIDEWALK AS PAVEMENT SECTION AS 6 CALLED OUT ON PLANS CALLED OUT ON PLANS f \ A 2" SCARIFY AND RECOMPACT TOP 6" OF SUBGRADE TO 95 /o RELATIVE COMPACTION 4000 PSI CONCRETE 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. 6" FLUSH CURB SCALE: N.T.S. SNOW POLE PER TOWN OFTRUCKEE STANDARADS PAVER SIDEWALK AS CALLED OUT ON PLANS cn E 2.5" DIA. PVC SLEEVE C&G OR VG AS CALLED OUT ON PLANS 1L 1 NOTES: 1. INSTALL SNOW POLES AT TOP BACK OF CURB AT ALL CURB RETURNS AND EACH SIDE OF DRIVEWAY OPENINGS. 2. NO DIRECT PAVEMENT. SNOW POLE SLEEVE SCALE: N.T.S. PAVEMENT SECTION AS CALLED OUT ON PLANS PAVER SIDEWALK AS CALLED OUT ON PLANS R=%2" 14" 2 - #4 CONTINUOUS 5 4" PAVEMENT SECTION AS 6" CALLED OUT ON PLANS a p a SCARIFY AND RECOMPACT TOP 6 OF SUBGRADE TO 95% RELATIVE COMPACTION 4000 PSI CONCRETE 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. PAVER SIDEWALK AS CALLED OUT ON PLANS 6" BATTERED CURB SCALE: N.T.S. RESTRAINT CURB [yY 2�r °O 1� 1 2 - #4 CONTINUOUS - SAWCUT (E) AC 2" R TYP. EXISTING GRADE j\� j R=2" /��//��//�//�X//IX, �Xx /% //% % 4000 PSI CONCRETE 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. RESTRAINT CURB SCALE: N.T.S. 2" AC SAWCUT (E) AC 'TH OF --,-- -- END THE FULL DEPTH OF (E) AC AND (E) AGGREGATE BASE TEMPORARY PATCH SCALE: N.T.S. 6" CLASS 2 AGGREGATE BASE 100 PSI CONCRETE 4" ROTATED TYPE E CURB & GUTTER SCALE: N.T.S. Lk LUMOS : u.SSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Lu LLI U D IL 0 0 m z 0 0 w 0 w Q 0 > w H Z W H � W w W > o In W � W �a � U w � � w w ry J W Si z O U Q 0 LLJ z w w Y U ry H Z Q JZ a. 0 0 U N o N M�L Z W 0 ca U w Z 0 Z 0 j W BAR IS 1 INCH ON ORIGINAL DRAWING 0 N.T.S. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C6m3 DRAWN BY: BG DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 S' E 06 O 06 N Ln Mo iN oo �N Q� 0 SECTION A -A nni TnnnicI /-MATr nA .13 FTER WEMENT =FER TO CALTRANS 'PE G2 FOR REBAR kLL PENETRATIONS r N ROCK NOTES: 1. ALL GRATES SHALL BE H-20 TRAFFIC RATED AND BICYCLE SAFE. NOTES: (D ECCENTRIC CONES SHALL BE USED WHEN SPECIFIED ON THE PLANS. ZO JOINTS MAY BE EITHER KEYED OR TONGUE AND GROOVE. O RISER SECTIONS, CONES, AND ADJUSTING RINGS SHALL CONFORM TO ASTM DESIGNATION C-478. 40 FRAME SHALL BE SECURED TO RISER OR FLAT SLAB TOP WITH CEMENT MORTAR. 5O DIMENSION Y IS A MINIMUM DIMENSION AND MAY BE GREATER IF DEPTH PERMITS. ©MANHOLE FLOORS SHALL HAVE WOOD TROWEL FINISH AND SLOPED FROM ALL DIRECTIONS TOWARD THE OUTLET. 7O COVER FOR STORM DRAINS SHALL BEAR THE LETTER 'D' OR 'SD" 80 EXTRA DEPTH MANHOLES OR MANHOLES WITH PIPES OVER 54 INCHES IN DIAMETER SHALL REQUIRE SPECIAL DESIGN. ® THERE SHALL BE A 8 INCH MINIMUM CLEAR DISTANCE BETWEEN ALL PIPE OUTSIDE DIAMETERS AT THE MANHOLE UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. f10 CAST -IN -PLACE MANHOLE WALLS MAY BE APPROVED BY THE ENGINEER. ALL CAST -IN -PLACE MANHOLES MUST BE FORMED IN A CIRCULAR SHAPE CONSISTENT WITH THE DIAMETER SPECIFIED ON THE PLANS AND REQUIRED TO FIT UPPER PRECAST SECTIONS. MINIMUM WALL THICKNESS SHALL BE 8 INCHES. MAXIMUM HEIGHT OF THE CAST -IN -PLACE SHALL BE 60 INCHES (MEASURED FROM THE TOP OF THE MANHOLE). PRECAST RINGS SHALL BE SET WET OR REQUIRED KEY FORM SHALL BE INCLUDED IN THE FORM WORK TO ACCEPT THE PRECAST KEY. ALL CAST -IN -PLACE CONCRETE SHALL BE CONSOLIDATED BY AN ACCEPTABLE METHOD TO ENSURE ALL VOIDS ARE REMOVED. 11 ANY VARIATIONS FROM THIS DETAIL OR SPECIAL MANHOLES AND JUNCTION BOXES WILL REQUIRE REVIEW AND APPROVAL OF THE DESIGN BY THE ENGINEER. TABLE OF DIMENSIONS MAX. PIPE M.H. X Y T MIN. INNER DIA 48" 48" 18" $" 30" 60" 60" 30" 9" 42" 72" 72" 42" 1O" 54" SET 1 /4" BELOW GRADE PLAN VIEW DRAIN INLET - 36" x 36" BOX SCALE: N.T.S. A.C. 4" min. 12" MIN --- .� �•� I I I 1 12" MIN. ` • I I I BASE 8" MI 12" MIN. 7LA 12 �-IN EASEMENTS PAVED AREAS CONCRETE TYP. FINISHES AROUND MANHOLE FRAMES AND COVER ;� ADJUSTIN( RING AS REQUIRED 3" MIN. STANDARD PRECAST t, MANHOLE. SEE NOTE 10. i. + +: PLACE. SHAPE, AND FINISH CONCRETE. 9' MIN. LL 6. MIN. MIN. CAST -IN -PLACE BASE #5 2„ 12 FLAT SLAB TOP 9" MAX. SD. FRAME & COVER MORTAR S76NOT 6"4MIN. R i- x FLAT SLAB SHALL BE USED WHEN DEPTH DOES NOT PERMIT USE OF TAPER UNIT, 2" - yT -- ~' TO WN OF TR UCKEE ENGINEERING DEPARTMENT < P pv1 ' STANDARD PRECAST STORMDRAIN MANHOLE 0.4. A S YS Ti' Adr u^ 2^AN�A RI7 S NOT TO STANDARD SCALN �Romo ' ff ' c z' �i�� ( f� it'lr�.� b1� DRl )LING SD 44 MAY, 2008 - - I r ToIIN ENG xER STORMDRAIN MANHOLE SCALE: N.T.S. CALTRANS GRATE 24-13, SEE STD PLAN D77B TYPE 24-13 GRATE GALVANIZED PER CALTRANS SPECIFICATIONS D77B TYPE 600-9 OR TYPE 600-12 TYPE 24 FRAME PER CALTRANS SPECIFICATIONS D77A CUSTOM HOLES AS REQUIRED TYPE G2 CURB INLET CALTRANS G2 DRAINAGE INLET 18" HEIGHT VARIES PER PRODUCT REQUIREMENTS OR V OR NOTES: — FOR BOX HEIGHT 8'-3" OR LESS WALL THICKNESS IS 6" — FOR HEIGHTS GREATER THAN 8'-3" WALL THICKNESS IS 8" — MANHOLE STEPS ARE REQUIRED FOR BOXES OF 30" DEPTH OR GREATER. — BASE THICKNESS 8" DESIGN LOAD: H-20 TRAFFIC FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. Jensen Precast reserves the right to make changes to product design and/or dimensions without notice. Please contact Jensen Precast whenever necessary for confirmation or advice on product design. UPPER FACE OF COVER jrr-!nSEH,Pff PICKHOLE LOWER FACE OF COVER HALE PLAN OF MANHOLE FRAME & COVER SD or D = STORM DRAIN 2'-4 1 /2"• 1 1/8"---a'-1 1/8" r 1' 1'-0" 1'-0' SECTION ON Q THROUGH FRAME -4- 1 3/8" [---9 5/8"� 1 /2" SECTION ON THROUGH COVER LETTER "S" AND/OR "D" AT CENTER OF COVER 5/16" 2' APPROX. WEIGHTS: FRAME - 211 LBS. COVER - 174 LBS. MACHINE SURFACE MACHINE SURFACE TO WN OFTR UCKEE TMW of ENGINEERING DEPARTMENT STANDARD 24" STORMblMJV Q ..,.• MANHOLE FRAME AND COVER .,... LOCAL fx O.aD u^ YS T�2w• STANDARD S S0 JAPPROVED 'Ur `CALE/�[/ % DRAW MAY, z003 a�i►�v aN E f v' SD #43 STORMDRAIN MANHOLE FRAME & COVER SCALE: N.T.S. Lk LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU U LL O O } m z 0 o_ U w 0 VJ Z w H g W w W > U J w�a � > w w � Q o � U w � w w H z 0 U Q 0 > Lu z Z a JZ 0. p V N CDW O N Z LU �o C0 U W Z 0 Z 20 JZ LU BAR IS 1 INCH ON ORIGINAL DRAWING 0 N.T.S. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY C6m4 DRAWN BY: BG DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 PLANT LEGEND TREES QTY LATIN NAME COMMON NAME SIZE REMARK 7 PINUS PONDEROSA PONDEROSA PINE 6 FT. HT. 25'Hx10'W 7 CELTIS OCCIDENTALIS WESTERN HACKBERRY 25-GAL 20'Hx10'W 5 ACER GRANDIDENTATUM BIG TOOTH MAPLE 2.5 CAL 12'Hx5'W O8 POPULUS TREMULOIDES QUAKING ASPEN 25-GAL 12'TX5'W SHRUBS 0 17 PINUS MUGO 'MUGHUS' DWARF MUGO PINE #15 2'Hx2'W 13 SPIREA GOLDEN FLAME GOLDEN FLAME SPIREA #5 2.5'Hx21W O14 SYRINGA VULGARIS COMMON LILAC #15 6'Hx4'W 0 11 SYRINGA MEYERI 'PALIBIN' DWARF KOREAN LILAC #5 3'Hx3'W 7 CORNUS STOLONIFERA DWARF RED TWIG #1 4'HX4'W 'ISANTI' DOGWOOD ORNAMENTAL GRASSES O 31 FESTUCA OVINA BLUE FESCUE #1 _ GLAUCA' MISCANTHUS SINENSIS O 24 'SILBERFEDER' SILVER FEATHER #5 - PENNISETUM ALOPECUROIDES DWARF FOUNTAIN O 18 'HAMELN' GRASS #1 - LOW GROUND COVERS AND VINES 39 COTONEASTER DAMMERI LOWFAST BEARBERRY #1 1'HX18'W COTONEASTER ±18 THYMUS PRAECOX PINK CREEPING THYME FLAT SPREADING ARCTICUS 1+p0 Know what's below. Cal I before you dig. A A I I I (` LJ I C (` C N I FI REVEGETATION SEED xx S.F. SEE REVEGETATION NOTE AND LEGEND FOR DETAIL MIX 3' TO 4" DIA COBBLE - 4" DEPTH W/ LANDSCAPE FABRIC BELOW. SEE xx S.F. ROCK MULCH PLANTING NOTES. DECOMPOSED 3/8" MOJAVE GOLD DECOMPOSED GRANITE ROCK MULCH, APPLY xx S.F. GRANITE GRANULAR PRE -EMERGENT xx S.F. BARK MULCH 4" DEPTH WITH LANDSCAPE FABRIC BELOW ASPHALT PARKING 7,333 SF TOTAL PLANTER AREA LANDSCAPE NOTES: 1. FOR LANDSCAPE NOTES & DETAILS, SEE SHEET L1.6 2. FOR IRRIGATION PLANS, NOTES & DETAILS, SEE SHEET L2.1: THRU L2.6 AMENITY LEGEND: BENCH (TOWN STANDARD) PER (100 If) —go- PATIO EDGE FENCE PER pC TRASH CAN PER TREE GRATE: PARKING KIOSK: (TOWN STANDARD): LOCATIONS PER PLAN BICYCLE PARKING POST: APN 019-090-002 FUTURE MILL ST PARKING LOT 14 LUMOS &ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U LL 0 0 z O U U) W 0 W Q 0 W U) Z W H LU > Q d H � a � d > WCLu ) U)U Z LU a � w w ry z O J Q U z O U Q W z W W Y U IY I— U) Z JZ a O V N O O N co Z w O m V � W Z 0 Z F_ 0 JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Ll A DRAWN BY: JT DESIGNED BY: MC CHECKED BY: MC JOB NO.: 9562.000 0 0 �a a =NCE Know what's below. Call before you dig . W z J LANDSCAPE NOTES: J W N 1. FOR LANDSCAPE NOTES & DETAILS, SEE SHEET 1-1.6 2. FOR IRRIGATION PLANS, NOTES & DETAILS, SEE SHEET L2.1: THRU L2.6 k L Y Y Y •Y Y Y W L Y Y Y W W W W \ W W W W W W W W y W W W W y y y YYY W W W •Y Y Y W W W IV 41 W W W W W W W W W W W W W y W W •Y Y Y L Y Y � Y W W W L Y Y Y W •Y •Y 1Y 1 Y Y W W •Y Y Y Y Y Y y y y W Y Y Y Y W W W Y Y Y Y W m LJ U U) 4 0 z a 0 0 0 N N / 0 E > o EK E% I G E cf' E STRU E 0 r E L0 o _ 00 I + L O o j Q N \ \ HO n _ 0— Y P 4 4• j P v. �.l q .v 4 Vi t.. 4/ Ld z w w U) I I NSP 1'���` r - 4 + Irr EX GAS — EX GAS EX GAS 47 . _ EX GAS Ex G75 — —� — — — 7610 5+00 — W W. RIVER STREET w�- I - mr �— -- FTT {�/::--- -- -------yam,- I a 1 I O � UC E 1 I -n I m E TIN ' m ST TUR I I I I I 1 I I I I I r^ I I 1 10175 W RIVER ST 10153 W RIVER ST APN 019-130-52 10167 W RIVER ST I 10145 W RIVER ST II 10141 W RIVER ST APN 019-130-48 I GARDEN FOLLY BUILDING APN 019-090-34 IAPN 019-090-35 APN 019-090-33 II I 'o I I r I `° I < IN I �A I RR TIEI L, ILUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. LU LU U ly ILL 0 0 z O U U) W 0 W Q 0 W VJ z W H � � Q 0 d H a � d > WCLu ) U)U Z LU a � w w H i z O LL J Q U z O U Q W z W W Y U U) z Q JZ a O V N CDO N co Z w O m W z 0 Z F- 0 JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Ll m2 DRAWN BY: JT DESIGNED BY: MC CHECKED BY: MC JOB NO.: 9562.000 z_ J 0 jw 0 w U) oa a Know what's below. Call before you dig . LANDSCAPE NOTES: 1. FOR LANDSCAPE NOTES & DETAILS, SEE SHEET L1.6 2. FOR IRRIGATION PLANS, NOTES & DETAILS, SEE SHEET L2.1: THRU L2.6 EX UG ELEC EX UG ELEC EX UG ELE I EX UG ELEC I I I I I — - EX GAS - - - - - EX GAS- - - - - - - EX GAS - - - - - - - - - - - -�- ,•, - -r„ •- - _ -- _ - -,- - -, - - E� GAS =,• „- - — 6 0 —;— — — 7+00 ' W. RIVER STREET I i Q U U) 0 z a J 0 0 0 N 0) 0) O N / 0 / E 0 a E a 0 U N N 7/ cn � E U UG IEIE IX UG IEIE 8+00 LLJ � z J JLLI w 0 WO W "V, Q 0� W� 0 W V, 0W� W v, �o 41 0 W W W W y y W W W W o v a ao v 00000000000 0.. 0°00000000e 1 -- -- --- - EX GAS' - EVA I-GR 4 .4 1 L, LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. UJI W U LL 0 0 I} m z O o_ U U) W 0 W Q 0 W cA H Z W H LU > Q H � d a � d > WC) U)U Z a � LU w H z O U Q LU z W W Y U U) Z Q JZ a O V N CDO N co Z LU O CmC U G LU Z O Z II— O JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Ll m3 DRAWN BY: JT DESIGNED BY: MC CHECKED BY: MC JOB NO.: 9562.000 Q U 0 Z Q J O O O N O 0) O N / 0 E 0 a E a 0 U N N 7/ cn �E LLJ i " N LW i z_J 0 z� J w � 6' HIGH METAL/ AIL FENCE �— 4' HIGH METAL/RAIL FENCE w 7 V, w w \w w cy"'- w .(Dv (3 w w w w W V, w EF1 V, w w V, - - w v-0 -DoF w- vo w w w vo -""W wo w -y- W, w w V,w v- w �' w, o wD -g' w �� w w V, w� ) w w w w w w W ow V% w w w � w � = X ��� W v X v v v v v v w w W � � "� v v w v v v v v w v v v w w X \ � � - W w —� W W _�— g. 7 W W w W O 01 w W W y' v- �- w w V. v- `�- w v- v- v" v' `p EX UG ELEC (D EX IJG ELEC EX UG ELEC EX UG ELEC EX UG ELEC — � z V ul JJ o. e v ST HUB >g I lo „I .. EX GAS EX GAS I PATIO EDGE FENCE, TYP. J EX UG ELEC I x v q v ± 50 FT. O.C. TYPICAL / v v J v �J /. •P. q. I 1 q — ■ e' KINDQ2 MdiGRN UNE 4 ^ Q Q A EX GAS v —� EX GAS Q GAS A� EX GAS X GAS EX GAS A EX GA•S EX GAS -4 ��— -- -- -- -- -- -- -- -- -- -- —— rfo - rr_— roo —I— 000�r W. RIVER STREET 10+00 PA 1 14 LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Lli LLJ U LL 0 0 cA H Z W H LU > Q H � d a � d > WC) U) U Z a � w w H z O U Q LLI z W W Y U ry m z Q Jz a 0 V N O R O N o o_ M P Sri z w U) O O 0 ZLLZ r 0 Lu J z Q 0 W GC > w a BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Ll A DRAWN BY: JT DESIGNED BY: MC CHECKED BY: MC JOB NO.: 9562.000 LLJ � TOP OF SLOPE J JGH METAL/RAIL FENCE w (0,I o 0 �T OHW OHW HW OHW OH B o ,� oHw �HW o0 lei] w�0� w�F � r _ _ - - V� (D 0�..� o i Gp�G � �- — ASPHALT TRASH 0� CURB DUMPSTER m =C EX UG ELEC E UG ELEC o O Pq T-O S l C NC. URE Gp�G I ,I o I m I ,I °`0"� 1 Q 1 I u' a1s OH PAVERS 10144 W RIVER ST JAX DINER S Soo 0e EX.SUBLEASE II I - - - - - - BOUNDARY ® EXI NG TRU RE r� �I I I _ ,,, ,,, - ,,, ,,. ,,, ,,, ,,, ,,, ® xn Its �, m (P 1 C a' a e1 C v vb �.: v o� Io a v. <� o. a.' P � 1 �' .. 4 v o' v'C w •: o P � a ' a. ' X y I C F [Simi di. O I I n D •ram 0o a= � O Z y d I -� . O m G) c: — 1 cn r O m m D m KINOM --�- EX GAS 4 4 4 T - T I - — e � ' 4 .. AS 4 4 4 11100 I LANDSCAPE NOTES: 1. FOR LANDSCAPE NOTES & DETAILS, SEE SHEET 1-1.6 ■ 2. FOR IRRIGATION PLANS, NOTES & DETAILS, SEE SHEET L2.1: THRU L2.6 4' FFNNF/V,�Nk RIVER ST 9-090-23 Awl DECK=5817.2' -5817. ' EXI G TRU RE I CONC. I PATIO m m 10031 W RIVER ST LINCHPIN STRUCTURAL APN 019-150-02 POWERS 12+00 PROJECT LIMITS p PAP NG 10015 W RIVER ST TAHOE UNIVERSITY APN 019-150-04 W. RIVER STREET ' . 1 PAVERS PATIO 1' =581 10009 W RIVER ST I / a- ' 'v • o I ' a 13+00 13+05 a• . < >\ O i2 TE Ff c a I Oy G - a Y� > UG TELE EX JG TELE E !EL .a v v4 1. e e 'a 14 n 1 J m °• / m n a c r r D < m oo cn I rozn I m I CA Q m 71 .5' F SIDEWALK I L� LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. VJ Z w H Lu > Q 0 d H a � d > W U � U Z a � w w H z 0 J Q U w w Y U cn m z Q Jz a. 0 V N O O o G_ M�� Z W o � O 0 ZLLZ �o w Z Q 0 w > w a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Ll m5 DRAWN BY: JT DESIGNED BY: MC CHECKED BY: MC JOB NO.: 9562.000 T E 15 GAL. TREE OR LARGER TWO (2) STAKES TO BE 8' X 2" X 2" REDWOOD DRIVEN 2' INTO UNDISTURBED NATIVE SOIL OUTSIDE OF ROOTBALL (PLACE PERPENDICULAR TO PREVAILING WIND). CUT STAKES TO UNIFORM HEIGHT. STAKE HEIGHT & PLACEMENT SHALL NOT CREATE INTERFERENCE WITH BRANCHES. STAKE TREE THE SAME DAY THAT IT IS PLANTED V.I.T. CINCH TIE OR APPROVED EQUAL, PLACE ABOVE FIRST SET OF LIMBS AND 6" APART. SECURE WITH GALV. NAIL TO STAKE TO PREVENT SLIPPAGE WATER TO DRAIN AWAY FROM TOP OF ROOT FLARE 3" COMPACTED BERM, 36" DIAMETER MINIMUM WATERING BASIN, MULCH TO COVER SOIL BERM AND WATERING BASIN PLANTING PIT TO BE 3X THE DIAMETER OF THE ROOTBALL AND THE SAME DEPTH AS THE ROOTBALL UNDISTURBED ROOTBALL DECIDUOUS TREE PLANTING SCALE: NTS 1, 5, OR 15 GALLON PLANT SIZE WATER TO DRAIN AWAY FROM ROOT FLARE 3" COMPACTED BERM 24" DIAMETER MINIMUM IN PLANTER BEDS (MULCH TO COVER SOIL BERM AND FILL WATERING BASIN) PLANTING PIT TO BE 3X THE DIAMETER OF THE ROOTBALL AND THE SAME DEPTH AS THE ROOTBALL SCARIFY SIDES OF PLANTING PIT SCARIFY BOTTOM OF PLANTING PIT TO 6" DEPTH OR AS REQUIRED TO BREAK THROUGH ANY RESTRICTIVE LAYER AND PROVIDE SUFFICIENT DRAINAGE (SEE SPECIFICATIONS FOR PERCOLATION TEST ON PLANTING HOLES) SHRUB PLANTING DETAIL SCALE: NTS VICTOR STANLEY BRAND, 6 FT. LONG, MODEL # FR-7-6 CIRCULAR DESIGN BENCH, LEGS: POWDER COAT FLAT BLACK SLATS: WALNUT RECYCLED PLASTIC (VERIFY WITH PUBLIC WORKS) ANCHORED INTO CONCRETE FOOTING, PER MANUFACTURER'S RECOMMENDATIONS BENCH & FOOTING (TOWN STANDARD) SCALE: NTS DERO BIKE RACK COMPANY COMMERCIAL'BIKE HITCH' COLOR: POWDER COAT FLAT BLACK ANCHORED INTO CONCRETE FOOTING, PER MANUFACTURER'S RECOMMENDATIONS SURFACE MOUNT ONTO 12" x 12" FOOTING, TOP FLUSH WITH PAVERS Y 1. BICYCLE HITCH & FOOTING (TOWN STANDARD) SCALE: NTS ORIGINAL NURSERY STAKES TO BE REMOVED. TREE MUST STAND UPRIGHT WITHOUT SUPPORT TO BE ACCEPTABLE. PLANTING DEPTH: TOP OF ROOT FLARE TO BE 1" ABOVE FINISH GRADE, DIRECT GRAFT POINT AWAY FROM DIRECT SOUTH OR WEST SUN SHREDDED BARK MULCH DEPTH TO BE 4%6", KEEP MULCH 4" AWAY FROM TRUNK MULCH SHALL BE PLACED OVER COMMERCIAL GRADE PERMEABLE LANDSCAPE FABRIC. FABRIC TO BE SLIT AT NOTES: 1. REMOVE ALL BURLAP, TWINE, WIRE BASKETS TEMPORARY BAMBOO STAKING OR CONTAINERS FROM THE NURSERY PLANT AND DO NOT DISTURB ROOTBALL. 2. REFER TO PLANTING NOTES FOR PLANT STOCK QUALITY REQUIREMENTS AND ADDITIONAL PLANTING REQUIREMENTS. 3. IF UNSTABLE ROOTBALLS ARE ENCOUNTERED CALL CITY URBAN FORESTER FOR PLANTING DIRECTION, (775) 321-8373. BASE OF TREE 1 ON EACH SIDE OF TRUNK TO ALLOW FOR TRUNK DIAMETER GROWTH. NATURAL GRADE/FINISHED GRADE SCARIFY PLANTING AREA TO A MIN. 12" DEPTH. BACKFILL MATERIAL TO BE SCREENED, FREE OF ROCKS LARGER THAN 1" AND MOISTENED BEFORE BACKFILL MIX INSTALLATION (BACKFILL MIX - a PART NATIVE SOIL AND a PART APPROVED TOP SOIL MIX AND ANY OTHER AMENDMENTS REQUIRED PER HORTICULTURAL SUITABILITY TEST (SEE SPECIFICATIONS) SCARIFY SIDES OF PLANTING PIT INSTALL IBDU WATER SOLUBLE BAGS/TABLETS STARTER PLANT FERTILIZER, PLACE 6" OUTSIDE OF AND 2%3" BELOW TOP OF ROOTBALL SCARIFY BOTTOM OF PLANTING PIT TO 6" DEPTH OR AS REQUIRED TO BREAK THROUGH ANY RESTRICTIVE LAYER AND PROVIDE SUFFICIENT DRAINAGE (SEE SPECIFICATIONS FOR PERCOLATION TEST ON PLANTING HOLES) PLANT TOP OF ROOT FLARE 1" ABOVE FINISH GRADE WATERING BASIN SHREDDED BARK MULCH 4%6" DEEP, KEEP MULCH 4" AWAY FROM TRUNK SCARIFY PLANTING AREA TO A MIN. 12" DEPTH BACKFILL MATERIAL TO BE SCREENED, FREE OF ROCKS LARGER THAN 1" AND MOISTENED BEFORE BACKFILL MIX INSTALLATION (BACKFILL MIX - a PART NATIVE SOIL AND 1 PART APPROVED TOP SOIL MIX AND ANY OTHER AMENDMENTS REQUIRED PER HORTICULTURAL SUITABILITY TEST (SEE SPECIFICATIONS) NATURAL GRADE/FINISHED GRADE INSTALL IBDU WATER SOLUBLE BAGS/TABLETS STARTER PLANT FERTILIZER, PLACE 6" OUTSIDE OF AND 2"-3" BELOW TOP OF ROOTBALL UNDISTURBED ROOTBALL METAL TREE GRATE: NENAH MODEL # R-8706-1A, 4 FT. SQUARE GRATE & METAL FRAME, OR EQUIVALENT. FLUSH MOUNT AND TRIM WITH CONC. EDGING & ANCHOR METAL FRAME TO CONCRETE FOOTING, PER MANUFACTURER'S RECOMMENDATIONS ,/I11V TREE GRATE DETAIL SCALE: NTS NOTES: 1. REMOVE ALL BURLAP, TWINE, WIRE BASKETS TEMPORARY BAMBOO STAKING OR CONTAINERS FROM THE NURSERY PLANT AND DO NOT DISTURB ROOTBALL. 2. REFER TO PLANTING NOTES FOR PLANT STOCK QUALITY REQUIREMENTS AND ADDITIONAL PLANTING REQUIREMENTS. METAL FENCE: BETAFENCE, 4 FT. HT., 'INDUSTRIAL LANDMARK' MODEL, OR EQUIVALENT. POWDERCOAT FLAT BLACK ANCHORED INTO CONCRETE FOOTING, PER MANUFACTURER'S RECOMMENDATIONS PLANTING NOTES 1. CONTRACTOR IS RESPONSIBLE FOR BECOMING FAMILIAR WITH ALL LANDSCAPE PLANS AND SPECIFICATIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT OF ANY DISCREPENCIES AND/OR CONFLICTS IN THE LANDSCAPE PLANS AND SPECIFICATIONS PRIOR TO BEGINNING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH CORRECTION AND/OR REMOVAL AND REPLACEMENT OF IMPROVEMENTS IF NOTIFICATION OF SUCH DISCREPANCIES AND/OR CONFLICTS IS NOT PROVIDED TO OWNER'S AUTHORIZED REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO START OF LANDSCAPE OPERATIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THEMSELVES FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPING AND STRUCTURES PRIOR TO COMMENCING WORK. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE OF SAID UTILITIES. 3. DO NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHOULD BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH NOTIFICATION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL LANDSCAPE WORK WITH IRRIGATION WORK SUCH THAT IRRIGATION COMPONENTS DO NOT INTERFERE WITH PLANTINGS AS INDICATED ON PLAN. 6. PLANT SCHEDULE COUNTS ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING ALL PLANTS AS GRAPHICALLY INDICATED ON PLAN. 7. ALL PLANT MATERIAL SHALL BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING, PER THE SPECIFICATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF THE OWNER'S AUTHORIZED REPRESENTATIVE FOR PLANT MATERIAL REVIEW AND APPROVAL. ANY MATERIAL DEEMED NOT ACCEPTABLE SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND REPLACED WITH ACCEPTABLE MATERIAL, WITHOUT COST TO THE OWNER. THE OWNER'S AUTHORIZED REPRESENTATIVE MAY, AT ANY TIME UNTIL FINAL ACCEPTANCE, DIRECT THE CONTRACTOR TO REMOVE UNACCEPTABLE MATERIAL. 8. SUBSTITUTION OF PLANT MATERIALS SHALL REQUIRE WRITTEN APPROVAL IN ADVANCE BY OWNER'S AUTHORIZED REPRESENTATIVE. ALL PLANT SUBSTITUTIONS SHALL BE OF SIMILAR SIZE AND CHARACTER TO ORIGINALLY SPECIFIED. 9. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SOIL TESTS OF ON -SITE TOPSOIL TO BE USED FOR LANDSCAPING. TEST RESULTS SHALL INCLUDE SOIL TYPE, EC, SAR, CEC, TEXTURE, HAZARDS, PH, FERTILITY, AND FERTILIZATION RECOMMENDATIONS FOR LANDSCAPE USE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE SOIL AMENDMENTS AS SPECIFIED AND AS INDICATED IN SOIL TEST RESULTS. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR DETERMINATION OF AMENDMENTS. 10. AFTER IRRIGATION INSTALLATION AND FINISH GRADING AND PRIOR TO ANY PLANT INSTALLATION ALL GRADES SHALL BE APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. FAILURE TO GET APPROVAL SHALL NOT FREE THE CONTRACTOR FROM PROVIDING FINISH GRADES ACCEPTABLE TO THE OWNER'S REPRESENTATIVE, AND REPLACEMENT OF ITEMS INSTALLED PRIOR TO APPROVAL OF GRADES. 11. NURSERY STOCK QUALITY STANDARDS APPLY TO ALL NURSERY STOCK SUPPLIED FOR PLANTING ON ALL PROPERTY OWNED BY THE PROJECT OWNER. ALL PLANT MATERIAL WILL BE SUBJECT TO INSPECTION BY THE NEVADA DIVISION OF AGRICULTURE AND ALL PROVISIONS OF NRS 555 (REGULATION OF NURSERIES AND NURSERY STOCK) SHALL BE FOLLOWED. ALL PLANT MATERIAL SHALL MEET THE CURRENT INDUSTRY QUALITY STANDARDS ADOPTED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, ANSI Z60 STANDARDS. SPECIAL ATTENTION WILL BE PAID REQUIRING TREES TO STAND UPRIGHT WITH NO SUPPORT, PROPER TRUNK CALIPER AND TAPER, ABSENCE OF CIRCLING ROOTS, AND PROPER ROOT BALL SIZE. TREETOPS SHALL HAVE AN INTACT AND UNDAMAGED CENTRAL LEADER AND TREE TRUNKS SHALL BE FREE OF WOUNDS AND DAMAGE. GRAFTED SPECIMENS SHALL HAVE HEALTHY GRAFT UNIONS, THE TRUNK DIAMETER BELOW THE UNION SHALL BE GREATER THAN THE TRUNK DIAMETER ABOVE THE UNION. TREES HAVING "BROOM STICK" TRUNKS WITH "POODLE" TOPS WILL NOT BE ACCEPTED. THE ROOT BALLS OR CONTAINERS OF ALL PLANTS SHALL BE PROTECTED FROM EXPOSURE TO DIRECT SUNLIGHT ALL TIMES. PLANT MATERIAL HAVING INSECTS, DISEASE, OR PHYSICAL DAMAGE (INCLUDING POT BOUND ROOTS) WILL NOT BE ACCEPTED AND WILL BE REPORTED TO THE NEVADA DIVISION OF AGRICULTURE. 12. NO TREES SHALL BE PLANTED WITHIN (5) FEET OF ANY UNDERGROUND UTILITY TRENCH OR STRUCTURE NOR OBSCURE ANY SIGNAGE. CONTRACTOR SHALL REVIEW SITE UTILITY PLAN AND SIGNAGE LOCATIONS PRIOR TO INSTALLATION AND ADJUST TREE PLANTINGS AS REQUIRED, UPON APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 13. IF APPLICABLE, TREES LOCATED IN TURF AREAS SHALL BE PLANTED IN THE CENTER OF A (6) FOOT DIAMETER CIRCLE THAT IS FREE OF TURF, WITH 6" SHREDDED BARK MULCH. KEEP MULCH 4" AWAY FROM TRUNK OF TREE. 14. SCARIFY EDGES OF PLANT PITS. THE DEPTH OF THE PLANT PITS SHALL BE THE SAME DEPTH AS THE ROOT BALL. CHECK FOR POSITIVE DRAINAGE BY FILLING PLANT PIT WITH WATER. PIT SHALL DRAIN WITHIN 4 HOURS. IF PLANTING PIT IS NOT DRAINING, PUNCH THROUGH IMPERVIOUS LAYER AND/OR PROVIDE DRAINAGE CHIMNEY OF 4" DIAMETER PERFORATED PVC PIPE FILLED WITH DRAIN ROCK AND WRAPPED IN FILTER FABRIC EXTENDING A MINIMUM OF 4' BELOW BOTTOM OF PLANT PIT. 15. HANDLE AND MOVE PLANTS BY THE ROOT BALL, NOT BY THE TRUNK. 16. TURN DOWN THE TOP 1/3 -'/2 OF BURLAP ON B & B MATERIAL. COMPLETELY REMOVE WIRE BASKETS, CONTAINER MATERIAL OR NON -BIODEGRADABLE FABRIC. ALL BURLAP SHALL BE REMOVED ONCE PLANT MATERIAL HAS BEEN SITUATED IN PLANTING PIT. 17. BACKFILL PLANT PITS WITH NATIVE SOILS SCREENED FREE OF ROCKS, AND DEBRIS GREATER THAT'/2" DIAMETER. ADD WATER TO SETTLE BACKFILL. 18. REMOVE ALL NURSERY STAKES, TIES AND TAGS. TREES MUST STAND UPRIGHT TO BE ACCEPTABLE. 19. DO NOT REMOVE CENTRAL LEADER OR LIMB UP LOWER BRANCHES. REMOVE ONLY DAMAGED BRANCHES. 20. TOP OF ROOT BALL TO BE 1" ABOVE EXISTING GRADE. NO NATIVE SOIL TO BE PLACED ON TOP OF ROOT BALL. 21. GRADE WATERING BASIN SUCH THAT WATER COLLECTS AT EDGE OF ROOT BALL, NOT AT TRUNK. 22. THOROUGHLY WATER IMMEDIATELY AFTER PLANTING. 23. TREE STAKING/GUYING SHALL CONFORM TO TREE PLANTING DETAIL UNLESS AN ALTERNATIVE METHOD IS APPROVED IN WRITING. 24. FOR BALLED AND BURLAPPED TREES, THE ROOT BALLS SHALL MEET THE STANDARDS SET FORTH IN NRS 555 AND ANSI Z60 "SHADE TREES - TYPES 1 AND 2"; GENERALLY 12 INCHES OF ROOT BALL DIAMETER PER 1 INCH OF TRUNK CALIPER ARE REQUIRED. REFER TO ANSI Z60 FOR SPECIFICS. 25. PRUNING OF PLANT MATERIAL SHALL CONFORM TO MOST CURRENT STANDARDS ACCEPTED BY INTERNATIONAL SOCIETY OF ARBORICULTURE AND/OR NATIONAL ARBORIST ASSOCIATION. RADICAL PRUNING OR TRIMMING SUCH AS TOPPING SHALL REQUIRE REPLACEMENT OF PLANT MATERIAL. 26. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR 1 YEAR FROM INSTALLATION AND WRITTEN NOTIFICATION OF PROJECT SUBSTANTIAL COMPLETION. DISEASED OR DAMAGED PLANTS SHALL BE REPLACED WITHIN 30 DAYS. ALL REPLACED PLANTS SHALL BE WARRANTED FOR A YEAR THEREAFTER. 27. THERE SHALL BE A PLANT ESTABLISHMENT AND MAINTENANCE PERIOD OF [SIXTY (60) DAYS] STARTING AFTER WRITTEN NOTIFICATION OF SUBSTANTIAL COMPLETION, UNLESS OTHERWISE BETWEEN THE CONTRACTOR AND THE OWNER. SEE SPECIFICATIONS. 28. ANY CHANGES TO THE APPROVED LANDSCAPE OR IRRIGATION PLANS THAT AFFECT THE CHARACTER OR QUALITY OF THE PLANT MATERIAL OR IRRIGATION SYSTEM SHALL BE RESUBMITTED FOR APPROVAL PRIOR TO INSTALLATION. L, ILUMOS ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Lu Lu U D IL o 0 m z 0 U U) w 0 w Q 0 w VJ Z w J LJ,J w 0 � W 0 � aui W Q U 0 U) wU)Z �j W J W fy z 0 U Q 0 > w z w w Y U ry Z Q /J Z 1.� p U N O D N M�� Z OLMCCLI G U QW Z°z O JZ W BAR IS 1 INCH ON ORIGINAL DRAWING 0 10, IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Ll m6 DRAWN BY: JT DESIGNED BY: MC CHECKED BY: MC JOB NO.: 9562.000 f' LIGHTING FIXTURE SCHEDULE LIGHTING FIXTURE CATALOG NUMBERS ARE SERIES TYPE ONLY. PROVIDE TRIMS, DRIVERS, MOUNTING EQUIPMENT, AND FITTINC75 AS REQUIRED BY THE SPECIFICATIONS AND PROJECT CONDITIONS FOR A COMPLETE INSTALLATION. THIS 15 NOT A STANDALONE SCHEDULE AND FIXTURES MUST INCORPORATE ALL WORK INDICATED OR IMPLIED THROUGHOUT THE DRAWINGS AND SPECIFICATIONS. SUBSTITUTION: DEFINITIONS • OR EQUAL = EQUAL OR SUPERIOR TO SPECIFIED IN ALL RESPECTS WILL BE ALLOWED. ENGINEER'S PRE -BID APPROVAL IS NOT REQUIRED. PROPOSED EQUAL FIXTURES ARE SUBJECT TO REVIEW DURING THE 5TANDARD SUBMITTAL PROCESS. *NO EQUAL = PROVIDE SPECIFIED FIXTURE. SUBSTITUTIONS ARE NOT ALLOWED. SUBJECT TO REVIEW = EQUAL OR SUPERIOR TO SPECIFIED IN ALL RESPECTS MAY BE ALLOWED ONLY WITH ENGINEER'5 APPROVAL. ALL 5U55TITUTION5 MUST BE SUBMITTED AS REQUIRED BY SPECIFICATIONS AND ACCOMPANIED WITH POINT BY POINT LIGHTING CALCULATIONS. DETERMINATION OF EQUAL 15 ENGINEER'S SOLE DISCRETION. TYPE SYMBOL DESCRIPTION AND MANUFACTURER 51NOLE HEAD DECORATIVE LIGHT FIXTURE, MOUNTED ON Ib FOOT POLE. b LAMP: LED, 5000K VOLTAGE: 120V MANUFACTURER: LUMEG D05 30WI6LED3K T LE3F 120 5P2 GLO DBA IA 38 SUBSTITUTIONS: 0 OR EQUAL • SUBJECT TO REVIEW NO EQUAL DOUBLE HEAD DECORATIVE LIGHT FIXTURE, MOUNTED ON I6 FOOT POLE. L2 LAMP: LED, 5000K VOLTA(5E: 120V MANUFACTURER: LUMEG DOS 30WI&LED3K T LE3F 120 5P2 GLO DBA-2 2 14 5UB5TITUTION5: 0 OR EQUAL C SUBJECT TO REVIEW 0 NO EQUAL ., 0 E 0 Un o' rn� O O m N j O m N on ELECTRICAL LEGEND AUGUST2011 PANELBOARD: SURFACE MOUNTED q) SINGLE RECEPTACLE: 20A, 125V, NEMA 5-20, +IS" AFF (UNO) 'I GROUND FAULT INTERRUPTER DEVICE A ADA AMPS AMERICANS WITH DISABILITIES ACT = PANELBOARD: FLUSH MOUNTED DUPLEX RECEPTACLE: 20A, 125V, NEMA 5-20, +IS" AFF (UNO) METERING DEVICE AFC, ABOVE FINISHED CEILING AFGI ARC -FAULT CIRCUIT INTERRUPTER ® SWITCHBOARD OR DISTRIBUTION PANEL DUPLEX RECEPTACLE: HALF SWITCHED FS-1 REMOTE METER AFF ABOVE FINISHED FLOOR ❑AFO XF ST ABOVE FINISHED GRADE TRANSFORMER DUPLEX RECEPTACLE: FLOOR MOUNTED SHUNT TRIP DEVICE AHJ AUTHORITY HAVING JURISDICTION ❑ PULLBOX / VAULT QUAD RECEPTACLE: 20A, 125V, NEMA 5-20, +IS" AFF (UNO) �� TRANSFORMER AIG AL AMP INTERRUPTING CAPACITY ALUMINUM ® MOTOR STARTER QUAD RECEPTACLE: FLOOR MOUNTED (ry'n CURRENT TRANSFORMER ATS AUTOMATIC, TRANSFER 5WITGH AWG AMERICAN WIRE GAUGE COMBINATION MOTOR STARTER ISOLATED GROUND TYPE RECEPTACLE (ORANGE TRIANGLE) - GENERATOR BG BARE COPPER COMBINATION MOTOR STARTER PROVIDED BY OTHERS 20A, 125V, NEMA 5-201G, +18 �� AFF (UNO) MOTOR - #INDICATES HP BKR BREAKER G CONDUIT/RACEWAY Ej DISCONNECT 5WITGH -FUSIBLE (FUSED PER EQUIP. DUPLEX RECEPTACLE OFI TYPE - 20A, 125V, NEMA 5-20 GFI +IS" AFF (UNO) INTERRUPTER 5WITGH GEC, CALIFORNIA ENERGY COMMISSION NAMEPLATE) GKT CIRCUIT DUPLEX RECEPTACLE: ABOVE COUNTER (VERIFY HEIG �I GROUND FAULT RELAY W/ GT OR SENSOR CLO GO CEILINGHT) CONDUIT/RACEWAY ONLY DISCONNECT 5WITGH -NGN-FUSIBLE � SPECIAL PURP05E RECEPT.: SEE DW65 FOR NEMA CONFIG. � ^ FUSE GT GU CURRENT TRANSFORMER COPPER ® DISCONNECT 5WITGH PROVIDED BY OTHERS VARIABLE FREQUENCY DRIVE DUPLEX RECEPTACLE: CEILING MOUNTED — — CIRCUIT BREAKER DB DISTRIBUTION BOARD Q VARIABLE FREQUENCY DRIVE PROVIDED BY OTHERS �� MULTI -OUTLET A55EMBLY: SPACING PER DWOS DRAWOUT GIRGUIT BREAKER DDG DPDT DIRECT DIGITAL CONTROLLER DOUBLE -POLE, DOUBLE -THROW TRANSFER 5WITGH (A=AUTOMATIC, M=MANUAL) DP5T DOUBLE -POLE, SINGLE -THROW DATA / VOICE OUTLET: IS" AFF (UNO) - I VOICE, I DATA GB ENCLOSED CIRCUIT BREAKER Ada # FOR POLES 2, 3 OR 4 DWG (E) DRAWING EXISTING TO REMAIN GROUND ROD JACK, 2 BLANKS 5PD SURGE PROTECTION DEVICE ELEG ELECTRICAL 4 SHUNT TRIP STATION OR EMERGENCY PUSHBUTTON 0 DATA / VOICE OUTLET: FLOOR MOUNTED EM EMT EMERGENCY ELECTRICAL METALLIC TUBING REMOTE METER DATA / VOICE OUTLET: ABOVE COUNTER (VERIFY HEIGHT) NORMALLY OPEN (NO) CONTACT (F) FLA FUTURE FULL LOAD AMPS y MULTI-OUTLET A55EMBLY: SPACING PER DWGS TELEPHONE OUTLET: 15" AFF (UNO) O NORMALLY CLOSED (NC,) CONTACT COIL - VOLTAGE PER CONTROL DIAGRAMS FMG FPEN GFI FLEXIBLE METAL CONDUIT (STEEL) FU5E PER EQUIP. NAMEPLATE GROUND FAULT INTERRUPT $ 51NOLE POLE 5WITGH 48 AFF (UNO) $ THREE WAY 5WITGH 45" AFF (UNO) 17 DATA OUTLET: IS" AFF (UNO) OFR OND GROUND FAULT RELAY GROUND 3 SPEAKER R' PILOT LIGHT (LED) PUSH -TO -TEST. LETTER INDICATES HID HIGH INTENSITY DISCHARGE $ FOUR WAY 5WITGH 48" AFF (UNO)O ' ` COLOR (R=RED, O=GREEN, A=AMBER, Y=YELLOW) 4 ❑TV TELEVISION OUTLET: IS" AFF (UNO) HOA HAND -OFF -AUTO 5WITGH $K KEY OPERATED 5WITGH 45" AFF (UNO) HP HORSEPOWER R � PILOT LIGHT (LED) NON PUSH -TO -TEST HSKP HOUSEKEEPING $L 5WITGH WITH LIGHTED HANDLE TELEPHONE TERMINAL BOARD (TTB) IMG INTERMEDIATE METAL CONDUIT 0 VOLUME CONTROL �X� THERMAL OVERLOAD J-BOX JUNCTION BOX $M MANUAL MOTOR STARTER K kcmil (30OK = 500 kcmil) $P 5WITGH WITH PILOT LIGHT 48 AFF (UNO) GROUNDING BAR ��� MAGNETIC OVERLOAD KVA KILOVOLT AMPS KW KILOWATT $T TIME WALL 5WITGH 45" AFF (UNO) PUSH BUTTON NORMALLY OPEN (NO) LTG LIGHTING m „ DIMMER OPERATED 5WITGH 48 AFF (UNO) a b 0 LIGHTING FIXTURE - LOWERGA5E LETTER DENOTES SWITCHING (a = CENTER LAMP, b = OUTER LAMPS) 0 O 0 I n PUSH BUTTON NORMALLY OL05ED (NC,) IC, MOB 150LATEP OROUND MAIN CIRCUIT BREAKER 2 OCCUPANCY SENSOR -WALL MOUNTED 48" AFF (UNO) � WALL MOUNTED FIXTURE 0 MGM MF5 THOUSAND CIRCULAR MILS MANUFACTURER ® = 360° OCCUPANCY SENSOR -CEILING MOUNTED. RECESSED DOWNLIOHT H A MLO MS MAIN LU05 ONLY MOTOR STARTER ® = 00° ARROWS INDICATE COVERAGE, DIRECTION t HAND -OFF -AUTO (HOA) SELECTOR 5WITGH MSB MAIN SWITCHBOARD PATTERN. PROVIDE WITH POWER PACK PER SURFACE LUMINAIRE MT5 MANUAL TRANSFER 5WITGH ® = q0° MFO REQUIREMENTS. ❑-° POLE MOUNTED LIGHT (# OF HEADS INDICATED ON DRAWING) o NO NORMALLY CLOSED • ❑ CONTROL STATION �H FLUORESCENT STRIP FIXTURE 011� LIMIT 5WITGH NORMALLY OPEN (NO) NEC NEMA NATIONAL ELECTRICAL CODE NATIONAL ELECTRICAL ❑ CONTACTOR OR RELAY BOLLARD O� LIMIT 5WITGH NORMALLY CLOSED (NC,) NIG MANUFACTURER'S A550CIATION NOT IN CONTRACT PG PHOTOELECTRIC CELL (ON ROOF PAGING NORTH UNO) Q RECESSED DOWNLIOHT (WALL WASH)OF— NL NIOHTLIOHT TG TIMEGLOGK NO NORMALLY OPEN TRACK LIGHTING EMERGENCY LIGHTING UNIT ` C) I 0 o PUSH BUTTON ILLUMINATED (LED) NT5 NVE P NOT TO SCALE NV ENERGY POLE CONDUIT/RACEWAY IN WALL OR ABOVE CEILING PH/(P PHASE ® EXIT SIGN FIXTURE - SHADED AREA DENOTES LIGHTED FACE TICS = NO. OF #12 WIRE5 (UNO) IF MORE THAN PV PHOTOVOLTAIC — — — CONDUIT/RACEWAY BELOW GRADE OR BELOW FLOOR - ARROWS DENOTE DIRECTION TWO WITHIN RACEWAY. GROUNDING PNL PANEL o GONDUIT/RAGEWAY UP ❑ EMERGENCY FIXTURE CONDUCTOR (NOT SHOWN) ALWAYS REQUIRED. PTO PV USA TEST CONDITIONS PWR POWER • CONDUIT/RACEWAY DOWN ISOLATED GROUNDING CONDUCTOR (R) RELOCATED BREAK OR RUN CONTINUES THF-RM05TAT (PROVIDED BY MEGH. CONTRACTOR UNO) NEUTRAL CONDUCTOR PHASE CONDUCTOR(5) RAG RFC, RIGID ALUMINUM CONDUIT RIGID FIBERGLASS CONDUIT —OH— OVERHEAD SERVICE JUNCTION BOX (SIZE A5 REQUIRED UNO) R50 RIGID STEEL CONDUIT BRANCH CIRCUIT (WHEN TIC MARKS ARE NOT SE SERVICE ENTRANCE — P — PRIMARY ® SHEET NOTE DESIGNATION SHOWN) = (1) PHASE, (1) NEUTRAL AND (1) 5PD SURGE PROTECTION DEVICE — 5 — SECONDARY FI O FIXTURE DESIGNATION: FI=TYPE (SEE FIXTURE 5CH.) GROUNDING CONDUCTOR 5PDT 5P5T SINGLE -POLE, DOUBLE -THROW SINGLE -POLE, 51NOLE-THROW — C.— COMMUNICATIONS OR SIGNAL REVISION DELTA: NUMBER REPRE5ENT5 REVISION HOMERUN TO PANELBOARD OR DEVICE 5TC 5W STANDARD TEST CONDITIONS 5WITGH — T — TELEPHONE 1253 FEEDER DESIGNATION HA41,5,5,5N1G HOMERUN CIRCUIT DESIGNATION TE TTB TELECOM TELEPHONE TERMINATION BOARD —TV— TELEVISION AHU EQUIPMENT CONNECTION OROUNDINO CONDUCTOR L TYP UL TYPICAL UNDERWRITER'5 LABORATORY NEUTRAL CONDUCTOR (N=1, 2N=2 NEUTRALS, — — LOW VOLTAGE AND/OR CONTROL WIRING 3N=3 NEUTRALS) UNO UNLE55 NOTED OTHERWISE UN5W UN5WITCHED 20 SINGLE POLE CIRCUIT BREAKER L =LIGHTING -CIE-CIE- EMERGENCY CIRCUIT PHASE CONDUCTOR(5) PANELBOARD DESIGNATION UPS V UNINTERRUPTED POWER SUPPLY VOLTS CONDUIT/RACEWAY STUB OUT: MARK AND GAP (SITE) 20/2 TWO POLE CIRCUIT BREAKER R = RECEPTACLES HA-(1.3.5)G HOMERUN CIRCUIT DESIGNATION VA VOLT AMPS E CONDUIT/RACEWAYE SLEEVE 20/3 THREE POLE CIRCUIT BREAKER =EQUIPMENT PHASE CIRCUIT SHOWN) V FD pq VARIABLE FREQUENCY DRIVE WATTS M = MOTOR L(5 20A ARC FAULT CIRCUIT BREAKER MI =LARGEST MOTOR GROUNDING CONDUCTOR WP WEATHER PROOF 200 CONTROLLABLE CIRCUIT BREAKER K = KITCHEN EQUIP PHASE CONDUCTOR(5) (X) EXISTING TO BE REMOVED XFMR OR XF TRANSFORMER 200 OFI CIRCUIT BREAKER H = ELECTRIC HEAT PANELBOARD DESIGNATION NOTE: TH15 15 A MASTER SYMBOL LIST. IT MAY BE THAT NOT ALL SYMBOLS SHOWN ARE USED WITHIN THIS SET OF PLANS. HEIGHTS GIVEN ARE TO CENTER LINE OF DEVICE. L1J Y LL 0 O H m Z O 0- Of U U) LU 0 LU Q 0 LU x PK Electrical, Inc. 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 v! I— Z LU 2 LU O LSD G w Q �C) VJ W w L.L v! Q z Q ILL O LU U 2 U 0 LU L.L L z 0 O U Z 0 Q > W U) Z J O G v! U LU J w LU W Y U U) Z Q JZ a O O U�- CD N OWN Z w O m U � Q wwL i� Ir a Z O0 w O JZ W w 0. BAR IS 1 INCH ON ORIGINAL DRAWING 0 NO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY EO DRAWN BY: BCD DESIGNED BY: BCD CHECKED BY: KDP JOB NO.: 19096 / pN / ONO i NNW - a O�H EIFL SCALE 20 0 10 20 LJJ Z) LL 0 O z O U U) w PK Electrical, Inc. 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 Cn H Z W W w LU � Q Q cnaa w � z > w � � U � w � J �j W W ry 27 w w V U Z a JZ 0- o o V N CD O N Z w O m L) Q w a Z OLL N O JZ W w a BAR IS 1 INCH ON ORIGINAL DRAWING 0 NO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY El DRAWN BY: BCD DESIGNED BY: BCD CHECKED BY: KDP JOB NO.: 19096 CENTER LINE OF UPRR RIGHT OF WAY t I — IM ' M W W Y U 0 E 0 0 I o fQ m m i SCALE 20 0 10 20 LU LLJ LL 0 O m z O U U) w 0 w Q 0 w w PK Electrical, Inc. 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 Cn H Z W W w LU � Q Q cnaa w � z > w - � U � w � J �j W W ry 27 z ry O J Q U w w V U iZ H z a JZ 0.o C) O O N M�� Z w O m L) Q w a Z O0 cn w m_ O JZ W w a BAR IS 1 INCH ON ORIGINAL DRAWING 0 NO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY E2 DRAWN BY: BCD DESIGNED BY: BCD CHECKED BY: KDP JOB NO.: 19096 OHW OHW - OHW OHW OHW OHW OHW OHW OHW UHW --�- �.. 0 6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 1 +� + + + + �+ + + + + + + + + + + + + + + I 5 0.5 0.5 0.5 0. 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.5 0.4 • • / 7 Q 0.6 0 0.7 0.7 0.6 0.6 0.6 + + + + + .6 a UG - - - +1. +.7 .7 0.70�-+4- +.5-1 - +. - +. +.7 - 3-- +. - +. +08 +.7 +.7 +. + 4 - - - - 111 .8 .6 0.7 , 1.2 , 2.1 �2.5 11.6 _�_0.9 �0. .6 1.0 1.9 2.6 1.7 1.0 0.6 0.6 I 1.7 1.3 1.1 1.0 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.8 0.8 � + + + + + + + + + + + + U. + V. + + + + + + + + + + + + �- �_ "� ��- -1.2 1.0 1.2 1.0 0.80.8 0.5 _ + + + + + + +RIVER+ ------- WEST STREET T T 7 .9 5 19 1.3 O8 05 05 06 11 17 16 10 0.5 .0 +1.3 + .9 + 7 + 8 +1 2 +1 8 +1 7 +1. .6 LOADING / UNLOADING + + + + + + + + + + DI ZONE � u u u 1 I DI rl rn Ni 1rntT I W W Y U 0 E 0 0 Io I II I 0 W - OHOHW J OHW OHWW� II \ uB�UE UB OHA 0 SCALE 20 0 10 20 LU LU LL 0 0 I� m z O U U) L.0 0 w Q 0 L.0 w PK Electrical, Inc. 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 U Z W H g W w LU � Q Q cnaa w z > w � � U � w � J �j W W H i z 0Y O LL J Q U z O U Q 0 w z w w Y U H Z a /J Z I.i� ID o V N CD O N Z w O m L) Q w a Z OLL N O JZ W w a BAR IS 1 INCH ON ORIGINAL DRAWING 0 NO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY E3 DRAWN BY: BCD DESIGNED BY: BCD CHECKED BY: KDP JOB NO.: 19096 12" EXTN CONCRETE 12" EXTN CONCRETE W W Y U o_0 C �E 0 0 (2) PENTA HEAD BOLTS '.ID B NFF I G H-10 RATED) ■ TREATED WOOD OR CONCRETE (OPTIONAL) ic '� N-9 BOX CONCRETE E4 / SCALE: NONE FINISHED GRADE NATIVE BACKFILL — ® q5% COMPACTION ELECTRIC WARNING TAPE #10 LOCATING WIRE (REQUIRED FOR TELECOM CONDUITS) SAND ® q5% COMPACTION j CONDUIT — (SEE PLANS) B TYP 12" TRENCH DETAIL E4 SCALE: NONE ?ROUND LUG 4 OU BOND TO REBAR LAYERS #15 FELT GROUND PLATE (COPPER) OR 10 TURNS OF #4 BARE COPPER WIRE PANCAKE A '� POLE BASE GROUNDING E4 / SCALE: NONE w Y U LL 0 Z 0 } m z O 0- U U) w 0 w Q 0 w PK Electrical, Inc. 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 V ) Z W J �j w LU > H � � W Q > w U ary U)VU LU w w W ry H (A 01 z ry O J Q U z O U Q 0 w z w w V U ry H U) z JZ a O O U CD N O N Z w O m U � W LL a Z 00 w O JZ W w 0. BAR IS 1 INCH ON ORIGINAL DRAWING 0 NO SCALE IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY E4 DRAWN BY: BCD DESIGNED BY: BCD CHECKED BY: KDP JOB NO.: 19096 o�o °oD Know what's below. Call before you dig. FUTURE MILL ST PARKING LOT REMOVE OH UPRR COMM FLYERS ONW / ONW N1 D I OHW 2"G PE — REMOVE EXISTING POLE — SS > � ss > —SS > —SS > G STL - _SS > -B..G STL SEE BLOWUP B..G sTL STL -a„G STL STL 3048 - g"G STL PULLBOX REMOVE lie _ OH ELEC (PRI) LONG RADIUS SWEEPS AS REQUIRED BY UTILITY �- ss > - -ss > REMOVE POLE -ss > 0Hw ,'l r° —1 /C— — I , II'l l'll'l loll° nn A � //v� bg�) w /"� 6 2E )ws2 8j 80 S8p7. 9 21 I BLOWUP 1 0 o m COMMON TRENCH co < \ 1-6" TDPUD PRI POWER / C)00000�0 I 14TDPUD PRI POWER 1-2" TDPUD COMM 0 00000000 1-4"AT&T N a o000000� 1-2"CATV I I a QNlD 0 0 E I iOH TELE E 0 o OH TELE I I N o � Ln X OH ELEC W OH 0 L N 0H 0 EX OH CABLE d \ I - HW ¢o 10191 W RIVER ST APN 019-130-50 I I REPLACE EXISTING POLE (DUE TO CONDITION) INSTALL END OF RUN GUY INSTALL RISERS FOR POWER, TELE, AND CATV TDPUD 577 VAULT TDPUD 3048 COMM BOX ATT 466TA VAULT CATV 3048 PULLBOX AND CONNECT TO POLE RISERS T TDPUD SINGLE PHASE PAD MOUNT TRANSFORMER CONNECTED TO VAULT FOR FUTURE DEVELOPMENT IREMOVE OH ELEC (PRI) \� OH ELEC (SEC, NOT USED) I OH TELE OH CATV PROPERTY LINE (TYP) o� I II I I LLJ z 1 I I I I EXISTING POLE TO REMAIN I I FOR INTERBUILDING POWER DISTRIBUTION I 1 UPRR CREW HOUSE j AT&T 2436 PULLBOX OVER EXISTING /1 CONDUIT 4" AT&T REMOVE OH TELE 4-4" AT&T I 1-2" AT&T (TO BUILDINGS) UD1.0 r 1-4" CATV I L I I I 10153 W RIVER ST 10145 W RIVER ST '5 W RIVER ST 10167 W RIVER ST GARDEN FOLLY BUILDING I APN 019-090-34 N 019-130-52 I APN 019-130-48 I APN 019-090-35 I r-Al, I INU U 1 ILI I It, Lr-ULND ° "°u EXISTING UNDERGROUND ELECTRIC ; IX� w - EXISTING WATER SERVICE Xwp x EXISTING X" WATER (DUCTILE IRON) EXISTING OVERHEAD ELECTRIC EXISTING FIBER OPTIC um U EXISTING UNDERGROUND TELEPHONE IX� EXISTING OVERHEAD TELEPHONE — - -�- - - - EXISTING TELEPHONE — IXu°— — EXISTING UNDERGROUND CATV PROPOSED UTILITIES LEGEND IX qI CRE EXISTING OVERHEAD CATV N COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) «^ «^ EXISTING OVERHEAD WIRE UG CONDUIT UNDERGROUND CONDUIT (SCHEMATIC) EXISTING GAS x°m x°m EXISTING X" GAS (STEEL) EXISTING X" GAS (POLYETHYLENE) ------�=------�=_ EXISTING SANITARY SEWER EXISTING STORM DRAIN x�«o> EXISTING X" STORM DRAIN (CMP) NOTE: SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. -R CF REMOV EX GAS -EM CABI COI 1-6" 1-4" 1-3" 1-2" 4-4' 1-4" Lk LUMOS ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Q z O L� J Q �^ U V J z z w _ w LU w z LU 0 LU c) U) D H- z o ILL W W 0 > W p > z w � � � z z o � Q � U) U w W W D vJ w w Y U H- } m z O U U7 w 0 U) Z Q JZ a. 0 V N o N Z W 0 � U QW Z° z O Z J W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 20' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY Ul 00 DRAWN BY: BG DESIGNED BY: BQ CHECKED BY: BQ JOB NO.: 9562.000 r 01 cn �E CENTER LINE OF UPRR RIGHT OF WAY W z W OH UPRR COMM J -- —��-- -- -- -- -- -- -- TO REMAIN — � END OF RUN GUY ON EXISTING POLE ' ' I I ki ©W E 0 W 01 W; 4 I REMOVE OH UPRR COMM REMOVE OH UPRR COMM I it4LL REMOVE EXISTING POLE I SHED REMOVE OH UPRR COMM LL `LL EX UG ELEC EX UG ELEC EX EL AI N I I 04 1-3" CATV I I 5 AT&T PULLBOX .W � EX UG ELEC I UD3.0 OVER EXISTING CONDUIT I X UG ELEC ON�N J� I oNw —r OHW OH OHW OHW OHW ' REMOVE EXISTING POLE � m — i a CONNECT UG POWER THE STATION UPRR AT EXISTING 1730 PULLBOX CREW HOUSE c� r US ® EXUGELEC S � 6 ° EX UG TEL REMOVE OH RELOCATE AT&T— / _ SAI ON EXISTING 3.0 ELEC 1-2" ATT REMOVE OH TELE r 1-3 TnP1 In SFr..nNnARY � � _ CONDUITS 0 E R I 141 W RIVER ST LPN 019-090-33 I I I ' I I ' N IX UC qEC ua IX . iuc EXISTING UTILITIES LEGEND EXISTING UNDERGROUND ELECTRIC EXISTING OVERHEAD ELECTRIC %06L %06 z'6 vc roF6- EXISTING UNDERGROUND TELEPHONE 56> 56>— EXISTING OVERHEAD TELEPHONE m rmcwv> w EXISTING TELEPHONE EXISTING UNDERGROUND CATV w IXw< W %wq x.Wq— EXISTING OVERHEAD CATV F-0 F-0— 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 PROPERTY LINE (TYP) PROPOSED UTILITIES LEGEND COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) UG CONDUIT UNDERGROUND CONDUIT (SCHEMATIC) NOTE: SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER AND TELEPHONE INFRASTRUCTURE. — IX� — 10031 W RIVER ST LINCHPIN STRUCTURAI APN 019-150-02 I ' I N o�o Know what's below. Call before you dig L, LUMOS ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. Q z O LL J Q U �^ V J z � n W z _ 2i r) LU WZ W LU LU O � O r U D (n z o LUG Q LL O i w w > Z � O Q z W z U U) w w J w D w w Y U H z 0 o_ o' 0 U) LU 0 LU Q 0 LU z Q .j Z a. O a F- U N O = O cn N Z LU O � U LU z 0O z r O JZ W W a. BAR IS 1 INCH ON ORIGINAL DRAWING 0 20' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY U2mO DRAWN BY: BG DESIGNED BY: BQ CHECKED BY: BQ JOB NO.: 9562.000 r LLJ z_ OH UPRR COMM TO REMAIN END OF RUN GUY ON ' EXISTING POLE -` OH w ©raw. o {W . EX UG ELEC Fx I Ir. 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ELL6 OH TELF EX QILELE EX OTT EC OH ELtC — — — — — CABLE WB EX ABLE H ABLE E CABLE ® ®® I I COMMON TRENCH TDPUD COMM 3048 PULLBOX AND 577 TD VAULT . 2 I INTERCEPT EXISTING PRI UD3.0 POWER CONDUIT TO JAX DINER TRANSFORMER I 5 COMMON TRENCH I IUD1.0 1-6" TDPUD PRI / 14" TDPUD PRI 1-2" TDPUD COMM 4-4" AT&T / I I 14" CATV j 10069 W RIVER ST j OLD TONINI HOUSE tER ST I APN 019-090-25 I 90-26 I I 10055 W RIVER ST APN 019-090-24 N cn N E I O ° ON 00 N �c rn o / N � O N A \ Q LO J O OHW 10144 W RIVER ST JAX DINER COMMON TRENCH 1-6" TDPUD PRI 14" TDPUD SEC 1-2" TDPUD COMM 4-4" AT&T 1-4" CATV i I I I I SOuther/ I I CUpl R11; / \ Fje I MgRKN0 POST I RR RR Crossing °ss%n — OH �/9hts Cn, e-rr/e/' S I 3 °e I . c/ F I(St awv/eto/ p I I k C/°sed I Ex ON I P r ° I I I I R Ell 1-� M �ej1 S �s AT&T 4x6 INTERCEPT I VAULT OVER EXISTING AT&T DUCT BANK —cam EX UG 1-6" TDPUD PRI I 14" TDPUD PRI 1-2" TDPUD COMM I 1-4" CATV I I / EXISTING POLE TO REMAIN. INSTALL END OF LINE GUY AND POWER & CATV RISERS. REMOVE AT&T CABLING & I I I REMOVE / ATTACHING HARDWARE FOR REMOVE EXISTING POLE OH ELECTRIC (PRI) - PORTION OF AT&T SYSTEM PLIFIER I I I AND CATV AMREPLACED BY I I OH ELECTRIC (SEC) ; UNDERGROUNDING. OH TELE (COPPER) I I I OH TELE (FIBER) OH CATV I 10031 W RIVER ST 10015 W RIVER ST TAHOE UNIVERSITY LINCHPIN STRUCTURAL APN 019-150-04 10039 W RIVER ST I APN 019-150-02 APN 019-090-23 I ' I I I I I I I �s °o we o -- -- -- -- -- — —TX—OFrE76�-- -- � Q eX ON�F £k ON I j - - - - -- -- -- -- -- -- -- -- �— EXISTING UTILITIES LEGEND i�� 10009 W RIVER ST l APN 019-150-08 l �% II I OH f I fl` s' woo c/ Fence f k'St�n9 eufiy; 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. Iri O I I I II �f 8' KINDER YVRGAN UNE — — — — — — luL — — — — — — — — — — — — — — — — v 0 24" DI X — ,N Q L LUMOS ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. S w LLI EX ffDG UIGLffEL€ F U I U w D L / E m y m I I �I I II I �I EX. AT&T 612 VAULT 8" DI PROPOSED UTILITIES LEGEND EXISTING UNDERGROUND ELECTRIC D"5 COMMON TRENCH FOR UNDERGROUND UTILITIES (SCHEMATIC) IXEXISTING GAS EXISTING OVERHEAD ELECTRIC )rD xDm— EXISTING X" GAS (STEEL) UG CONDUIT UNDERGROUND CONDUIT (SCHEMATIC) K'DP rGPE EXISTING X" GAS (POLYETHYLENE) EXISTING UNDERGROUND TELEPHONE EXISTING SANITARY SEWER W> w EXISTING OVERHEAD TELEPHONE NOTE:_ -_--- EXISTING STORM DRAIN SEE TDPUD AND AT&T DETAILS FOR TDPUD POWER xm«p> EXISTING X" STORM DRAIN (CMP) EXISTING TELEPHONE AND TELEPHONE INFRASTRUCTURE. EXISTING UNDERGROUND CATV : aft. N. w EXISTING WATER SERVICE EXISTING X" WATER (DUCTILE IRON) EXISTING OVERHEAD CATV E_D E_D— EXISTING FIBER OPTIC EXISTING OVERHEAD WIRE LEC EX U I Q I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 0 °oQ Know what's below. Call before you dig m z 0 0 U) LU 0 LU Q 0 > w Si z O LL J Q U H Z (D W z _ W W p � a Z � U � Uj w J W � Cn z Q JZ a o 0 U N O = O N MF-L Z LU o � U LU Z 0 z LL o JZ W BAR IS 1 INCH ON ORIGINAL DRAWING 0 20' IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY U3mO DRAWN BY: BG DESIGNED BY: BQ CHECKED BY: BQ JOB NO.: 9562.000 S' r 0 0 0 0 N Ln i 0 E a) > Q E Q 0 w E it I E 0 ° ON 00 N 0 o iN 0 �N Q� wo CLEAN BACKFILL - - PLACED IN 12" LIFTS. COMPACT TO 90% - - RELATIVE DENSITY DRAIN INSTALLATION NOTES: �TEEL COVER, H2O LOADING OX CAP CONDUITS (NOTE 5) 2" EXTENSION 2" EXTENSION 8-(NOTE 5) F n n 90 DEGREE SWEEP (TYPICAL) SIDE VIEW NO SCALE CONDUIT SWEEP DETAIL NO SCALE r,4" GROUP CONDUITS -' TOGETHER (NOTE 5) TOP VIEW NO SCALE 1. CUSTOMER TO CONFIRM WITH TDPUD PERSONNEL APPROPRIATE TYPE OF SECONDARY OR COMMUNICATION BOX CONSTRUCTION PRIOR TO INSTALLATION. 2. EXCAVATE TO A MINIMUM OF 12" BEYOND THE OUTSIDE DIMENSION OF THE BOX. INSTALL BOX ON A MINIMUM OF 6" DRAIN ROCK BEDDING. 3. INSTALL CLEAN BACKFILL (SCREEN AS REQUIRED) AND COMPACT IN 12" LIFTS. NO ROCKS OVER 3" IN SIZE ARE PERMITTED IN CLEAN BACKFILL. COMPACT TO A MINIMUM OF 90% RELATIVE DENSITY. COMPACTION TESTING AND DOCUMENTATION OF RESULTS TO BE PERFORMED AS REQUESTED BY THE DISTRICT. 4. THE COMPLETED INSTALLATION OF A SECONDARY OR PUD COMM BOX CONSISTS OF ONE (1) MODEL B3048 (N48 OR B1730 IF SPECIFIED) CONCRETE BOX WITH TWO (2) 12" EXTENSIONS AND A CORRESPONDING SIZE STEEL COVER MARKED "ELECTRIC" OR "PUD COMM" AS APPROPRIATE. 5. INSTALL THE ENDS OF ALL CONDUIT STUBS VERTICALLY INTO THE BOX, PLUMB AND LEVEL. CUTS ARE NOT PERMITTED ON THE BENT PART OF CONDUIT SWEEPS. LENGTH OF CONDUIT STUBS TO BE DETERMINED WITH TDPUD PERSONNEL. INSTALL BELL ENDS ON ALL CONDUIT SWEEPS STUBBED IN BOX. 6. CONSTRUCTION OUTSIDE ROADWAY SHOWN. REFER TO STANDARD UBOX-S4 FOR CONSTRUCTION REQUIREMENTS INSIDE ROADWAY AREAS. UBOX-S2 SECONDARY & PUD COMMUNICATION BOX SCALE: N.T.S. STRAIGHT RUN OF CONDUIT AS REQ'D NEW ELECTRIC VAULT (NOTE 1) LAYOUT DETAIL (NOT TO SCALE) 5-10' MIN STRAIGHT RUN OUT OF VAULT �22 DEGREE SWEEPS AS REQ'D (NOTE 2) INSTALLATION NOTES: 1. APPROXIMATE OUTSIDE DIMENSIONS ARE AS FOLLOWS: JENSEN PRECAST MODEL NO. 577TD: 5'W x 7'L x 7'-8"D JENSEN PRECAST MODEL NO. 612TD: 7'-1 "W x 13'-1 "L x 9'-2"D 2. IN ORDER TO ACCOMMODATE CABLE PULLING (I.E. LIMIT PULLING TENSIONS TO PREVENT CABLE DAMAGE) THE USE OF LARGE RADIUS, SMALL ANGLE CONDUIT SWEEPS ARE NECESSARY TO MAKE A GRADUAL TRANSITION FROM THE TRENCH INTO EACH END OF THE VAULT. INSTALL NO MORE THAN 2 SWEEPS, USING A MAXIMUM BEND OF UP TO 22.5 DEGREES FOR EACH SWEEP, INTO EACH END OF THE VAULT. 3. OFFSET FROM TRENCH AS REQUIRED TO PLACE THE VAULT IN THE ROAD SHOULDER AREA AS DEPICTED ON STANDARD UV-S1. UV-S2 PRIMARY ELECTRIC VAULT SCALE: N.T.S. i 1 CONDUIT SWEEPS (NOTE 3) INSTALLATION NOTES: 1 4" COMPOSITE BOX PAD (NOTE 5) 12" CLEAN CLEAN COMPACTED ._-��BACKFlLL - �/% UNDISTURBED EARTH AGGREGATE BASE BEDDING (NOTES 1 & 2) SIDE VIEW NO SCALE 36" �I GROUND ROD N (NOTE 4) PRIMARY SECONDARY OPENING: SIDE SIDE APPROXIMATELY • I 15' W ■ 25" OOOO I 00 GROUP SECONDARY CONDUITS AS CLOSE AS POSSIBLE TO FRONT EDGE OF OPENING II PLAN VIEW NO SCALE 1. PADS SHALL BE INSTALLED ON A MINIMUM 12" AGGREGATE BASE AFTER TRENCH COMPACTION IS COMPLETE. EXTEND AGGREGATE BASE 1 FOOT AROUND OUTSIDE DIMENSION OF PAD. 2. AGGREGATE BASE BEDDING AND BACKFILL PLACED IN 12" LIFTS. COMPACT TO A MINIMUM OF 90 RELATIVE DENSITY. COMPACTION TESTING TO BE PERFORMED AND DOCUMENTATION OF RESULTS GIVEN TO THE DISTRICT FOR ALL TRANSFORMER PAD CONSTRUCTION. 3. MINIMUM REQUIRED SWEEP RADUIS: 48 INCHES - PRIMARY CONDUIT 36 INCHES - SECONDARY CONDUIT 4. INSTALL 5/8" x 8 FT. GROUND ROD IN LOCATION SHOWN, AT LEAST 7.5 FT. IN CONTACT WITH EARTH. DISTRICT WILL SUPPLY ONE GROUND ROD FOR EACH TRANSFORMER LOCATION FOR INSTALLATION BY THE CUSTOMER. 5. OBTAIN FROM AZCO (209-943-2452) ITEM# 36-0001, JENSEN PRECAST (775-359-6200) ITEM# M36001, WESTERN NEVADA SUPPLY (800-648-1230) ITEM# WZNS841661, OR ANOTHER VENDOR APPROVED BY THE DISTRICT. 6. INSTALL THE ENDS OF ALL CONDUIT STUBS VERTICALLY INTO THE PAD, PLUMB AND LEVEL. CUTS ARE NOT PERMITTED ON THE BENT PART OF CONDUIT SWEEPS. LENGTH OF CONDUIT STUBS TO BE DETERMINED WITH TDPUD PERSONNEL. INSTALL BELL ENDS ON ALL CONDUIT SWEEPS STUBBED IN PAD. UTP-S1 C TRANSFORMER PAD SCALE: N.T.S. MOUND TO ALLOW FOR SETTLEMENT (NOTE 12) CLEAN COMPACTED BACKFILL- MARKING TAPE - CATV AND PHONE CONDUIT(S) (NOTE 11) - SECONDARY (60OV AND BELOW) AND/OR TDPUD COMM CONDUIT(S)- PRIMARY CONDUIT(S) (OVER 60OV)- COMPACTED SAND - UNDISTURBED EARTH (TYP.) NOT TO INSTALLATION NOTES SCALE 1. ALL ELECTRIC AND PUD COMMUNICATION CONDUIT SHALL BE SCHEDULE 40 PVC. ELECTRIC CONDUIT SWEEPS SHALL BE FACTORY -MADE SCHEDULE 40 PVC. HEATED CONDUIT BENDS ARE NOT ACCEPTABLE. 2. A MAXIMUM OF 180 DEGREES OF ACCUMULATED BENDS SHALL BE ALLOWED IN ANY RUN OF CONDUIT. 3. TRENCH SHALL BE GRADED TRUE AND AS FREE OF ROCKS AS POSSIBLE. 4. INSTALL 6" DEEP SAND BEDDING BEFORE LAYING CONDUIT IN TRENCH. CRUSHED CINDERS DO NOT QUALIFY AS SAND BEDDING. AFTER LAYING THE CONDUIT, DISTRICT PERSONNEL MUST INSPECT THE CONDUIT PRIOR TO PLACING ANY BACKFILL MATERIAL. BACKFILL CONDUITS WITH 12" OF SAND AS SHOWN AND COMPACT THE TRENCH. DISTRICT PERSONNEL MUST RE -INSPECT THE SAND BACKFILLED CONDUIT TRENCH. 5. AFTER THE DISTRICT'S SECOND INSPECTION, INSTALL CLEAN BACKFILL (SCREEN AS REQUIRED) AND COMPACT IN 12" LIFTS. NO ROCKS OVER 3" IN SIZE ARE PERMITTED IN CLEAN BACKFILL. 6. COMPACT ALL BACKFILL MATERIAL TO A MINIMUM OF 90% RELATIVE DENSITY. COMPACTION TESTING AND DOCUMENTATION OF RESULTS TO BE PERFORMED AS REQUESTED BY THE DISTRICT. 7. DISTRICT -OWNED WATER SERVICE LATERALS ARE PERMITTED IN JOINT TRENCH WITH MINIMUM 18" HORIZONTAL SEPARATION BETWEEN INSIDE EDGES OF PIPE AND CONDUIT. 8. CUSTOMER -OWNED UTILITIES INCLUDING WATER AND SEWER SERVICE LATERALS ARE NOT PERMITTED IN JOINT TRENCH. A MINIMUM SEPARATION OF T OF UNDISTURBED EARTH SHALL EXIST BETWEEN INSIDE EDGE OF THE CUSTOMER -OWNED UTILITY TRENCH AND JOINT TRENCH CONTAINING TDPUD ELECTRIC CONDUITS. EXCEPTION: SINGLE FAMILY RESIDENTIAL WATER SERVICE LATERALS ARE PERMITTED IN SECONDARY SERVICE (240V OR LESS) JOINT TRENCH WITH MINIMUM 12" HORIZONTAL SEPARATION BETWEEN INSIDE EDGES OF PIPE AND CONDUIT. 9. ALL CONDUITS SHALL BE PROVEN FREE AND CLEAR OF DIRT, ROCKS, ETC., BY MEANS OF A MANDREL. 10. FURNISH AND INSTALL A WOVEN POLYESTER, PRE -LUBRICATED PULL TAPE, PRINTED WITH SEQUENTIAL FOOT MARKINGS IN ALL CONDUITS. NO SPLICES ARE ALLOWED IN THE PULL TAPE. MINIMUM TENSILE STRENGTH REQUIREMENTS ARE AS FOLLOWS: ELECTRIC CONDUIT: 2500 POUNDS COMMUNICATIONS CONDUIT: 2"C. AND LARGER - 1000 POUNDS, 1"C. - 500 POUNDS 11. CATV AND PHONE SHOWN FOR ILLUSTRATION ONLY. CONTACT APPROPRIATE UTILITY FOR SPECIFICATIONS. 12. CONSTRUCTION OUTSIDE ROADWAY SHOWN. REFER TO STANDARD UT-S4 FOR CONSTRUCTION REQUIREMENTS INSIDE ROADWAY AREAS. UT-S1 JOINT TRENCH CONSTRUCTION DETAILS SCALE: N.T.S. A.C. APRON (NOTE 6): POUR 1'x1' LEAN INSTALL A.C. TO MATCH ROAD CONCRETE COLLAR OR AT LEAST 3" MINIMUM 1' AROUND VAULT 31, (NOTE 4) FULL TRAFFIC COVER (NOTE 7) 1, POUR LEAN CONCRETE GROUT AROUND (NOTE 4) AROUND ALL ALL CONDUITS CLEAN COMPACTED CONDUITS TO SEAL AND BACKFILL (NOTE 3) SECURE IN PLACE VAULT L CONDUIT ,y/l��y/// '--DRAIN ROCK (NOTES 1, 2) GROUND ROD VAULT INSTALLATION (NOTE 5) NO SCALE ---Road --- 0 5' 2' A.C. APRON INSTALLATION NO SCALE (Note 6) INSTALLATION NOTES: 1. EXCAVATION TO BE A MINIMUM OF 1 FOOT BEYOND THE OUTSIDE DIMENSION OF THE VAULT. VAULT SHALL BE INSTALLED ON A MINIMUM 12" DRAIN ROCK BEDDING. 2. IF VAULT HAS NO BOTTOM (OPEN BOTTOM), INSTALL 6" OF SAND DIRECTLY BENEATH VAULT OPENING, AND ON TOP OF THE MINIMUM 12" DRAIN ROCK BEDDING. 3. INSTALL CLEAN BACKFILL (SCREEN AS REQUIRED) AND COMPACT IN 12" LIFTS. NO ROCKS OVER 3" IN SIZE ARE PERMITTED IN CLEAN BACKFILL. COMPACT TO A MINIMUM OF 90% RELATIVE DENSITY. COMPACTION TESTING AND DOCUMENTATION OF RESULTS TO BE PERFORMED AS REQUESTED BY THE DISTRICT. 4. FOR VAULTS WITH FULL TRAFFIC COVERS, USE WOODEN OR METAL FORMS TO FORM THE OUTER WALL OF THE COLLAR. THE USE OF BARE EARTH AS A WALL FORM IS NOT ACCEPTABLE. LEAN CONCRETE SHALL BE 2 SACK MIX MINIMUM. VAULTS WITH INCIDENTAL TRAFFIC COVERS OR PARKWAY COVERS DO NOT REQUIRE THE INSTALLATION OF A CONCRETE COLLAR. 5. INSTALL A 5/8" x 8 FT. GROUND ROD AS SHOWN NEAREST THE LOCATION AT WHICH THE VAULT'S GROUND CABLE COMES OUT OF THE VAULT. AT LEAST 7.5 FT. OF THE GROUND ROD MUST BE IN CONTACT WITH UNDISTURBED EARTH. DISTRICT WILL SUPPLY THE GROUND ROD AND CONNECTION HARDWARE. 6. INSTALL A.C. APRON 5 FT. TO EITHER SIDE AND 2 FT. BEHIND VAULT. A.C. TO MATCH ROAD A.C. OR AT LEAST 3" MINIMUM THICKNESS. SEE STANDARD UV-S2 FOR DETAILS. 7. VAULTS SHALL BE INSTALLED SUCH THAT THE COVER IS 1/2" BELOW FINISHED GRADE IN PAVED AREAS AND 1" ABOVE FINISHED GRADE IN UNPAVED AREAS. 8. INSTALL BELL ENDS ON ALL CONDUITS STUBBED IN VAULT. UV-S1 PRIMARY ELECTRIC VAULT SCALE: N.T.S. 2' MIN MOUND TO ALLOW FOR 2' MIN SETTLEMENT (NOTE 12) - - - 7,7 CLEAN COMPACTED BACKFILL . _ .. _ _ _ _14 MARKING TAPE CATV AND PHONE /� `; ...::.:..... /.. CONDUITS) (NOTE 11) / . SECONDARY 600V AND x LOW AND/OR TDPUB D COMM CONDUIT(S) /�� 1 =,:•- - io i COMPACTED SAND PRIMARY CONDUIT(S) (OVER 60OV) UNDISTURBED EARTH (TYP.) NOT TO SCALE INSTALLATION NOTES 1. ALL ELECTRIC AND PUD COMMUNICATION CONDUIT SHALL BE SCHEDULE 40 PVC. ELECTRIC CONDUIT SWEEPS SHALL BE FACTORY -MADE SCHEDULE 40 PVC. HEATED CONDUIT BENDS ARE NOT ACCEPTABLE. 2. A MAXIMUM OF 180 DEGREES OF ACCUMULATED BENDS SHALL BE ALLOWED IN ANY RUN OF CONDUIT. 3. TRENCH SHALL BE GRADED TRUE AND AS FREE OF ROCKS AS POSSIBLE. 4. INSTALL 6" DEEP SAND BEDDING BEFORE LAYING CONDUIT IN TRENCH. CRUSHED CINDERS DO NOT QUALIFY AS SAND BEDDING. AFTER LAYING THE CONDUIT, DISTRICT PERSONNEL MUST INSPECT THE CONDUIT PRIOR TO PLACING ANY BACKFILL MATERIAL. BACKFILL CONDUITS WITH 12" OF SAND AS SHOWN AND COMPACT THE TRENCH. DISTRICT PERSONNEL MUST RE -INSPECT THE SAND BACKFILLED CONDUIT TRENCH. 5. AFTER THE DISTRICT'S SECOND INSPECTION, INSTALL CLEAN BACKFILL (SCREEN AS REQUIRED) AND COMPACT IN 12" LIFTS. NO ROCKS OVER 3" IN SIZE ARE PERMITTED IN CLEAN BACKFILL. 6. COMPACT ALL BACKFILL MATERIAL TO A MINIMUM OF 90% RELATIVE DENSITY. COMPACTION TESTING AND DOCUMENTATION OF RESULTS TO BE PERFORMED AS REQUESTED BY THE DISTRICT. 7. DISTRICT -OWNED WATER SERVICE LATERALS ARE PERMITTED IN JOINT TRENCH WITH MINIMUM 18" HORIZONTAL SEPARATION BETWEEN INSIDE EDGES OF PIPE AND CONDUIT. 8. CUSTOMER -OWNED UTILITIES INCLUDING WATER AND SEWER SERVICE LATERALS ARE NOT PERMITTED IN JOINT TRENCH. A MINIMUM SEPARATION OF T OF UNDISTURBED EARTH SHALL EXIST BETWEEN INSIDE EDGE OF THE CUSTOMER -OWNED UTILITY TRENCH AND JOINT TRENCH CONTAINING TDPUD ELECTRIC CONDUITS. EXCEPTION: SINGLE FAMILY RESIDENTIAL WATER SERVICE LATERALS ARE PERMITTED IN SECONDARY SERVICE (240V OR LESS) JOINT TRENCH WITH MINIMUM 12" HORIZONTAL SEPARATION BETWEEN INSIDE EDGES OF PIPE AND CONDUIT. 9. ALL CONDUITS SHALL BE PROVEN FREE AND CLEAR OF DIRT, ROCKS, ETC., BY MEANS OF A MANDREL. 10. FURNISH AND INSTALL A WOVEN POLYESTER, PRE -LUBRICATED PULL TAPE, PRINTED WITH SEQUENTIAL FOOT MARKINGS IN ALL CONDUITS. NO SPLICES ARE ALLOWED IN THE PULL TAPE. MINIMUM TENSILE STRENGTH REQUIREMENTS ARE AS FOLLOWS: ELECTRIC CONDUIT: 2500 POUNDS COMMUNICATIONS CONDUIT: 2"C. AND LARGER - 1000 POUNDS, 1"C. - 500 POUNDS 11. CATV AND PHONE SHOWN FOR ILLUSTRATION ONLY. CONTACT APPROPRIATE UTILITY FOR SPECIFICATIONS. 12. CONSTRUCTION OUTSIDE ROADWAY SHOWN. REFER TO STANDARD UT-S4 FOR CONSTRUCTION REQUIREMENTS INSIDE ROADWAY AREAS. UT-S2 JOINT TRENCH CONSTRUCTION DETAILS SCALE: N.T.S. LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. 'DO m W a > w Q z Of ��^^ VJ O W 'D Q VJ Z W W 0 W W C� > Z O 0 VJ 0. Z z N O 0 O W - ui o �/ � fy w z Q � U W to 0 W Z W W r n� W W Y U H z a JZ p V N O = O N MP6 Z W O U W Z 0 Z O JZ Lu BAR IS 1 INCH ON ORIGINAL DRAWING 0 N.T.S. IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY UD1 mO DRAWN BY: BG DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 w� N 0 0 0 N i c� 0 E 0 Q E Q E I 0 0 ON 00. N 0� O o iN WO �N Q� � O i O TYPICAL TRANSFORMER PAD O NOTE 2 PADMOUNT BARRIER POST LAYOUT OIV V JI.HLt PERMANENT POST REMOVABLE POST O INSTALLATION NOTES: 1. THE DISTRICT WILL SELECT AND MARK THE LOCATION OF ALL BARRIER POSTS. CONFIRM LOCATIONS WITH THE DISTRICT BEFORE INSTALLING POSTS. 2. SEE STANDARD UBP-S2 FOR BARRIER POST DETAILS. UBP-S1 BARRIER POST LAYOUT GUIDE SCALE: N.T.S. 3' MIN (NOTE 2) COOLING FINS (NOTE 3) INSTALLATION NOTES: 3' MIN (NOTE 2) 3' MIN (NOTE 2) TOP VIEW NO SCALE �I1d4to UmRifle] Z& 10' MIN - (NOTE 1) 1. A CLEAR AND LEVEL WORKING AREA EQUAL TO FULL WIDTH OF PADMOUNTED EQUIPMENT SHALL EXTEND A MINIMUM OF 10' FROM ANY COMPARTMENT OPENING. ONLY REMOVABLE BOLLARDS, IF REQUIRED, ARE PERMITTED TO BE INSTALLED ADJACENT TO EQUIPMENT DOORS. 2. CLEARANCE SHALL BE 3' FROM NON-COMBUSTIBLE SURFACES (BRICK, CONCRETE, STEEL) OR 10, FROM COMBUSTIBLE SURFACES. 3. MINIMUM OF 3' CLEAR WORKING AREA SHALL BE MAINTAINED ON ALL SIDES OF EQUIPMENT WITHOUT OPENINGS, INCLUDING EQUIPMENT COOLING FINS. SEE NOTE 2. 4. CLEAR WORKING AREA SHALL MEAN NO FENCES, SHRUBS, TREES, UTILITY PEDESTALS OR OTHER OBSTRUCTIONS. UP-1 GENERAL CLEARANCE REQUIREMENTS SCALE: N.T.S. PREVENT POOLING OF WATER ON TOP OF POST 11/16" BOLTS (TACKWEI n NurS TO BOTT FLANGE) 6" WELD FLANGE FLANGE DETAIL NO SCALE INSTALLATION NOTES: L 11 6" RIGID STEEL PIPE, SCHED 40 (TYPICAL) WELD CAP ON REMOVABLE POST NOTE 3 FILL WITH CONCRETE AND PAINT WITH 2 COATS OF TRAFFIC LINE YELLOW (TYPICAL) NOTE 3 48" I � Id I" P aIe 9 I °a. I 1 36 I 1 I I I e I I 1 I 4 ° 1 I I 9 '' l__a FROM BOTTOM �188" �3" PERMANENT PERMANENT POST REMOVABLE POST NO SCALE NO SCALE DO NOT CONRETE ABOVE FLANGE SEE FLANGE DETAIL CONCRETE (TYPICAL) 1. ON SLOPES, SET POSTS SO THAT THE TOPS OF ALL POSTS ARE LEVEL WITH EACH OTHER. THE SHORTEST POST TO BE 48" ABOVE GRADE. 2. POSTS SHALL BE PAINTED WITH 2 COATS OF TRAFFIC LINE YELLOW PAINT. COLOR MAY BE NEGOTIABLE. CONTACT DISTRICT FOR DETAILS. 3. WELD A 4" LENGTH OF 1Y2" SCHEDULE 80 RIGID STEEL PIPE TO BARRIER POST FOR THE FUTURE INSTALLATION OF Y4" PVC SNOW STAKES. UBP-S2 BARRIER POST CONSTRUCTION DETAILS SCALE: N.T.S. ACCESS C BOLT DOWN/DRAG- DOUBLE TRAFFIC R (NON -IMF NON -SLIP COVER F ADJUSTABLE SKII STYLE FF AT&T NAME PLATE 18 HOLE CABLE RACK (4 LOCATIONS) 4.35"/4.5" STEPPED DUCT TERMINATOR (8 LOCATIONS) INTERCEPT - BASE SECTION WITH RACKING INTERCEPT FLOOR SLAB / \ 42» 3'- g» 3'-0" 5'-9" 5-0" 4'-7„ MIN. / �--6" x 24" THIN WALL KNOCKOUT (4 LOCATIONS) 07/8" PULL IRON GALVANIZED (4 LOCATIONS) MATERIAL LIST DESCRIPTION WEIGHT (LBS) 3'-0" x 5'-0" x 6" INTERCEPT FLOOR 1,228 3'-0" x 5'-0" x S-10" INTERCEPT WITH RACKING — AT&T 3,296 BOLT DOWN/DRAG OFF NON —SLIP STEEL COVER — TRAFFIC RATED 450 MJEI1SCASTi_gT AT&T 3'x5'x4' PULLBOX INCIDENTAL DRAG OFF COVER PRE SCALE: N.T.S. CONDUIT / STANDOFF SEE DETAIL A 0 I GRADE N GRC SWEEP (SEE NOTE 3)� RISER POLE NO SCALE INSTALLATION NOTES: THREADED END UP GALVANIZED RIGID CONDUIT (GRC) -RISER POLE (SEE NOTE 1) CATV & TELCO ONLY (SEE NOTE 5) BRACKETS & STRAPS SUPPLIED BY PLAN TDPUD DRAIN BOX (NOTE 4) SEE SEE TRENCH AND NOTE 4 BOX STANDARDS OR MIN DEPTHS SCHED 40 PVC WITH BELL END SIDE DETAIL A 1. THE DISTRICT WILL MARK THE RISER LOCATION ON THE POLE. 2. WHEN BOTH PUD COMMUNICATIONS AND ELECTRICAL PRIMARY OR SECONDARY RISERS ARE INSTALLED AT THE SAME RISER LOCATION, ATTACH THE PUD COMMUNICATIONS RISER TO THE BACK SIDE OF THE RISER BRACKETS. 3. MINIMUM RADIUS FOR GALVANIZED RIGID CONDUIT (GRC) SWEEPS: PRIMARY (>600V) - 48" RADIUS SECONDARY/COMM - 36" RADIUS (24" RADIUS WITH DISTRICT APPROVAL) 4. DRAIN BOX MAY BE REQUIRED FOR RISERS AS DIRECTED BY THE DISTRICT. SEE STANDARDS UBOX-S1A AND UBOX-S2A. 5. TELEPHONE AND CATV ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. CONFIRM DETAILS WITH APPROPRIATE UTILITY. UR-S RISER POLE CONSTRUCTION SCALE: N.T.S. 3'-0" STEEL COVER NOT SHOWN (INSIDE WIDTH) FOR CLARITY � 8„ Y P O w I= o ® 07/8" PULL IRON 012"x2" Z GALVANIZED SUMP PAN o ® (4 LOCATIONS) 02" PLASTIC INSERTS 4" (12 LOCATIONS) .. �...F _ _ z o w v) w > Z `• 1 152" 281" 4» is 4.35"/4.50" STEPPED DUCT TERMINATOR (8 LOCATIONS) 1 8» 7" 6" INSIDE FOLD OUT DETAILED VIEW `6" x 24" THIN WALL KNOCKOUT N (4 LOCATIONS) CV 1 N N L, LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. } m z _O H U co w w Q 0 > w Q z O_ �1 vJ O w J J Q VJ Z W W 0 2 W W (3 > Z � O 0 V) Z z O 0 O W —cj� LL1 o �/ 0 ry w z Q U W to 0 W Z W D >_ NW L.L v! w w Y U Z a j p 0 V N CD :) C3 N M�' Z WW O G U W Z 0O z O Jz W w 0. BAR IS 1 INCH ON ORIGINAL DRAWING 0 N.T.S. womommmi IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY UD2mO DRAWN BY: BG DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000 E § 's 06 ON 00 N O O iN WO �N Q� � O 4878HD36 EQUIPMENT ACCESS COVER DESIGN LOAD: H-20 FULL TRAFFIC APPROX. WEIGHT 4100 LBS. 8z(' - T rrF-ri-i-r ch r 36" DIA.-rrrrrri-rrrrri--iri-i -r ACCESS OPENING APPROX. WEIGHT 5880 LBS 3'-6" SUMPS _3 4878AT-1 TORSION SPRING ASSISTED COVER DESIGN LOAD: INCIDENTAL H-20 APPROX. WEIGHT 790 LBS. OPTIONAL RISERS (EXTENSIONS) MODEL NO. A WEIGHT 4878-R6 6" 650 LB 4878-R12 12" 1190 LB PULLING IRONS 4 TOTAL 4 FOOT ,--'—C CHANNEL 18"x18" KNOCKOUT 2 EACH WALL 8 TOTAL r12" TO EDGE OF KNOCKOUT 4'-9"" \—#4 GROUND WIRE KNOCKOUTS, UNISTRUT, OPENINGS, ETC. PER CURRENT TDPUD SPECIFICATIONS. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. JESmAfH, 466TD SCALE: N.T.S. l *4878AT—TRF TORSION SPRING ASSISTED COVER APPROX. WEIGHT: 790 LBS. IDENTIFICATION *NOTE: PLATE DESIGNED TO WITHSTAND H-20 WHEEL LOADINGS. SAFETY LATCH r SUITABLE FOR USE IN OFF—STREET LOCATIONS WHERE NOT SUBJECTED TO HIGH DENSITY TRAFFIC. y �rJ Y�iyY�iyY�Yyy��iy 4'-0" 6'-6" o 3,-9,> MINIMUM OUTSIDE 0 HEIGHT 3'-0" BOX DESIGN LOAD: H-20 TRAFFIC 4'-9„ WEIGHT: 6380 LBS. OPTIONAL RISERS (EXTENSIONS) MODEL NO. B WEIGHT 466—R6 6" 650 LBS. 466—R12 12" 1190 LBS. ADJUSTABLE TORSION SPRING ASSISTED COVERS (DIAMOND PLATE SURFACE) B( *4878AT—TRF, 790 LBS. (H-20 TRAFFIC) OR 4878AT—PKY, 640 LBS. (NON —TRAFFIC) FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. jEql�,!fne 466TA PULLBOX SCALE: N.T.S. ADJUSTABLE TORSIG ASSISTED COVE (NON -SLIP SURFACE) * 4878AT—TRF—AG, 650 LBS. (H-20 TRAFFIC) OR 4878AT—PKY—AG, 630 LBS. (NON —TRAFFIC) VAULT INCLUDES LADDER AND LADDER —UP SAFETY POST, 4878AT-1 COVER: NOT SHOWN. 3" TORSION SPRING ASSISTED COVER DESIGN LOAD: INCIDENTAL H-20 KNOCKOUTS, APPROX. WEIGHT: 800 LB UNISTRUT, OPENINGS, ETC. PER CURRENT TDPUD SPECS. 4'-1 " 6' — 7" 7'-3" OVERALL HEIGHT 7'_O" OF ASSEMBLY 6'— 7" 18" X 18" KNOCKOUTS 2 PER WALL T 8 TOTAL. 30" TO FACE OF KNOCKOUT APPROX. WT. "' '' #4/0 ST 8150 LB '-1GROUND WIRE 7» 4'-7" APPROX. WT. 787 LB OPTIONAL 6" RISER 6 FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. jEgf,!i . 577TD PRECAST SCALE: N.T.S. BOLT DOWN/DRAG SINGLE L TRAFFIC RATED (NON—IMPA NON —SLIP COVER FII` GALVANIZED ANGLE FRAME EXPOSED CAST —IN STYLE AT&T NAME PLATE UPPER SECTION 4' 4" 2'-8" 3'-8" T\\ 2'-0» 8 HOLE CABLE RACK (2 LOCATIONS) LOWER SECTION — WITH RACKING 4.35"/4.5" STEPPED DUCT TERMINATOR (8 LOCATIONS) MATERIAL LIST DESCRIPTION WEIGHT (LBS) 2'-0"x3'-O"x24" LOWER SECTION - AT&T 1,021 2'-0"x3'-O"x6" UPPER SECTION - AT&T 343 BOLT DOWN/DRAG OFF NON -SLIP STEEL COVER - TRAFFIC 160 6" RISER APPROX. WEIGHT: 787 LBS. APPROX. WEIGHT: 14,251 LBS. APPROX. WEIGHT: 4878HD36 COVER: 4,086 LBS. 56" X 86" SOLID STEEL/CONCRETE 36" DIA. EXTRA HEAVY DUTY COVER W/36" OPENING CAST IRON MANHOLE COVER ACCESS 4'-8$$ —�>> < '-2" s 8» 7'-1" OVERALL MAXIMUM PULLING IRON 4 TOTAL 12 13'-1" OVERALL MAXIMUM SUMP 4'-4" 7'-0" INSIDE HEIGHT ? 9'-2" OVERALL HEIGHT OF ASSEMBLY APPROX. WEIGHT: ® 13,596 LBS. DESIGN LOAD: H-20 FULL TRAFFIC. VAULT INCLUDES: LADDER AND LADDER —UP SAFETY POST, KNOCKOUTS, DUCTS, UNISTRUT, RACKING, ARMS, OPENINGS, ETC. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. JE172607. 612TD PRECAST SCALE: N.T.S. STEEL COVER NOT SHO' FOR CLARITY -T HOLE CD �w I = C4 w 4.35"/4.5" STEPPED z DUCT TERMINATOR (8 LOCATIONS) 2'-8 1 /2" 4„ » 2'— 0 6" x 6" THIN WALL KNOCK OUT (4 LOCATIONS) a a a 0 0 0 o (T ' O 6"x6" THIN WALL KNOCK OUT (4 LOCATIONS) 2)-0" INSIDE FOLD OUT DETAILED VIEW AT&T 24"x36"x30" SPLICE BOX BOLT DOWN/DRAG OFF COVER PRECAST SCALE: N.T.S. 2-1/2" GALVANIZED EXPOSED ANGLE FRAME CAST —IN STYLE �131 2 a 0 0 0 ® ° Q o 3'-8" 8" 8 Z01 /2" PLASTIC INSERT (8 LOCATIONS) 4" DIA. TERMADUCTS 12 EACH ENDWALL 24 TOTAL 6" DIA. TERMADUCTS 6 EACH END WALL 12 TOTAL #4/0 ST GROUND WIRE LUMOS & ASSOCIATES 225 KINGSBURY GRADE STATELINE, NV 89449 TEL: 775.588.6490 WWW.LUMOSINC.COM © 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. z 0 U w Q z Of �^ v J O J Q U rr^^ VJ z w wo iwwC� > Z O 0 v� � Z z O 0 w — w � o OL 0 r I"� ry w z Q � U � � ui Z w D >_ Nw L.L v! w w Y U 2 a Jz 0 V N CD o N Z W 0 � U W Z 0 Z 20 Jz W BAR IS 1 INCH ON ORIGINAL DRAWING 0 N.T.S. womommmi IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY UD3mO DRAWN BY: BIG DESIGNED BY: MG CHECKED BY: MG JOB NO.: 9562.000