A06_-_Section_12_Well_Drawing.pdf

© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom

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FISH AND WILDLIFE SERVICE

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UNITED STATES DEPARTMENT OF THE INTERIOR

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REGION 6 ENGINEERING - DENVER, COLORADO

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DESIGNED:

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DATE:

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DRAWN:

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DRAWING NO.

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SHEET 1 OF

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CHECKED:

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VICINITY MAP

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NO SCALE

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FISH AND WILDLIFE

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SERVICE

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U.S. FISH & WILDLIFE SERVICE

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SERVICE

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FISH AND WILDLIFE

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APPROVAL SIGNATURES

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ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

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REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

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MEASURE SIX INCHES IN LENGTH, THE INDICATED SCALES ARE TO BE

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ADJUSTED ACCORDINGLY.

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%%UNOTE TO BIDDERS:%%

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REGIONAL ENGINEER

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DATE

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SAFETY

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CULTURAL RESOURCES

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DATE

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DATE

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ROCKY MOUNTAIN ARSENAL

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NATIONAL WILDLIFE REFUGE

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ADAMS COUNTY

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COLORADO

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SECTION 12 WELL

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COVER SHEET

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MAW

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MAW

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ED

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6R-CO-1229-23-008

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ROCKY MOUNTAIN ARSENAL NWR

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SECTION 12 WELL

AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 - 1C SITE LAYOUT 3 - 2C PHOTOS PHOTOS 4 - 3C WELL HOUSE DETAILS WELL HOUSE DETAILS 5 - 4C MISC. DETAILS 1 MISC. DETAILS 1 6 - 5C MISC. DETAILS 2 MISC. DETAILS 2 MISC. DETAILS 2

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SCALE 1" = 3,000'

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WELL LOCATION

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SECTION 12 WELL

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ROD AND GUN CLUB

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1: CULVERT INLET/OUTLET

STRUCTURE & WELL OUTLET

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DESIGNED

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DRAWN

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CHECKED

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DATE

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DRAWING NO.

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SHEET

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OF

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SUB-SHEET

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ROCKY MOUNTAIN ARSENAL NWR

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SECTION 12 WELL

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MAW

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6R-CO-1229-23-008

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SITE LAYOUT

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AutoCAD SHX Text ACCESS ROAD; ROAD IS NOT SUITABLE FOR CONSTRUCTION AND WILL NEED TO BE IMPROVED FOR HEAVY MACHINERY

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SECTION 12 WELL LOCATION; PERFORM WORK OUTLINED IN THE SPECIFICATIONS

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CULVERT LOCATION; DIRECTIONAL DRILL 10" 90LF AT 1% SLOPE OR GREATER

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SET CULVERT TOP OF PIPE TO ONE FOOT BELOW TREE LINE

AutoCAD SHX Text INSTALL 4" 345 LF WATERLINE TO OUTLET STRUCTURE; INSTALL SO THAT WATERLINE DRAINS WHEN MINIMUM COVER DEPTH IS NOT MET

AutoCAD SHX Text INSTALL SCREEN D50 (MINIMUM 70% OR LARGER) ROCK; 5CY; INSTALL GEOTEXTILE NONWOVEN FABRIC WITH 4" OVERLAPS

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FLARED STEEL ALLOY APRON

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NOTE: CULVERT INLET DOES NOT REQUIRE ROCK

AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT LEAST 72 HOURS PRIOR TO EXCAVATION. 2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BIDS. 3. PROTECT OR RESTORE ALL LOT CORNERS. PROTECT OR RESTORE ALL LOT CORNERS. 4. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS) 5. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. ALL UNITS ARE IN FEET, UNLESS OTHERWISE NOTED. 6. IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES.

AutoCAD SHX Text UTILITIES ELECTRIC XCEL ENERGY 9500 INTERSTATE 76 FRONTAGE RD HENDERSON, CO 80640 TELE: 800-895-4999

AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 134 UNION BLVD LAKEWOOD, CO 80228 CONTACT: MICHAEL WANDERSEE TELE: 303-236-4479 STATION: ROCKY MOUNTAIN ARSENAL NWR 6550 GATEWAY RD COMMERCE CITY, CO 23 NORTH DRIVE LAKEWOOD, CO 80022 PROJECT CONTACT: TOM RONNING TELE: 303-729-2275

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1: NEW ELECTRICAL PANEL AND EXISTING WELL

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2: NEW ELECTRICAL PANEL DETAILS

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3: EXISTING CULVERT OUTLET STRUCTURE

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4: EXISTING CULVERT INLET STRUCTURE

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DESIGNED

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OF

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ROCKY MOUNTAIN ARSENAL NWR

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SECTION 12 WELL

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MAW

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MAW

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6R-CO-1229-23-008

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PHOTOS

2C

1: WELL HOUSE PLAN VIEW

2: WELL HOUSE PROFILE VIEW

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3: FLOOR DRAIN

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DESIGNED

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DRAWING NO.

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ROCKY MOUNTAIN ARSENAL NWR

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SECTION 12 WELL

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MAW

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6R-CO-1229-23-008

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WELL HOUSE DETAILS

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DOOR SHALL FACE TO THE EAST

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CONCRETE AROUND BUILDING SHALL EXTEND A MIN. 6" PAST BUILDING

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FINISH AND PAINT WALLS

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FLOOR DRAIN WITH LINKSEAL

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WELL (350GPM TO 375 GPM)

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GATE VALVE

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WATER METER

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CHECK VALVE

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PRESSURE VALVE AND HOSE BIB

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NOTE: BUILDING SHALL BE 8 X 8 LF OUTSIDE DIMENSIONS

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CONCRETE FLOOR

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PITCHED ROOF THAT DOES NOT SLOPE TOWARDS DOOR

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4" THICK CONCRETE

AutoCAD SHX Text 4" THICK STRUCTURAL FILL; 2" UNDER CONCRETE; 20 DEGREES OR LESS TO MEET CONCRETE; 2" ABOVE FINAL GRADE

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CAST IRON GRATE WITH 4" PIPE

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SLOPE FLOOR TO DRAIN

AutoCAD SHX Text INSTALL 4" OVERLAPPED GEOTEXTILE NONWOVEN FABRIC; EXTEND 4" AROUND PIPE AND TO A DEPTH OF 4"

PIPELINE SHALL GO THROUGH THE FLOOR WITH A LINKSEAL TO DEPTH NEEDED FOR COVER

RESTRAINED MECHANICAL PIPE JOINT - APPLICATION CRITERIA

DESIGNED

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ROCKY MOUNTAIN ARSENAL NWR

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SECTION 12 WELL

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MAW

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MISC. DETAILS 1

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%%UVERTICAL OFFSETS

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VERTICAL OFFSETS REQUIRE RESTRAINT

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OF ALL JOINTS WITHIN THE CALCULATED

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LENGTH (L) ON BOTH SIDES OF THE UPPER

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AND LOWER FITTINGS. WHEN RESTRAINED

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LENGTHS OVERLAP ON THE DIAGONAL PIPE,

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ALL JOINTS BETWEEN THE FITTINGS SHOULD

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BE RESTRAINED.

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%%UDEAD ENDS (AND IN-LINE VALVES)

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DEAD ENDS REQUIRE RESTRAINT OF ALL JOINTS

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WITHIN THE CALCULATED LENGTH (L) EXTENDING

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FROM THE CAP. IN-LINE VALVES REQUIRE RESTRAINT

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OF ALL JOINTS WITHIN A DISTANCE (L) EXTENDING

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EITHER SIDE OF THE VALVE.

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THRUST

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THRUST

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BRANCH

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%%UNOTE:

AutoCAD SHX Text ANY AND ALL ADDITIONAL RESTRAINT DISTANCES (L, L1, L2, Lr)

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SHALL BE SPECIFIED BY THE PROJECT ENGINEER.

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THRUST

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%%UHORIZONTAL BENDS

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HORIZONTAL BENDS REQUIRE RESTRAINT OF ALL

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JOINTS WITHIN THE CALCULATED LENGTH (L) ON

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BOTH SIDES OF THE FITTING.

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%%UTEES

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TEE FITTINGS REQUIRE RESTRAINT OF ALL

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JOINTS WITHIN A CALCULATED LENGTH (L)

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ALONG THE BRANCH PIPE. THE RESTRAINT

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DESIGN ALSO REQUIRES THE SELECTION

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TO BE FREE OF JOINTS.

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PIPE

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SIZE

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HORIZONTAL

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BENDS

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TEE

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L FOR DEAD

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ENDS AND VALVES

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REDUCERS

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%%UNOTE:

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ALL ABOVE REFERENCED RESTRAINT LENGTHS, "L", SHALL BE CONSIDERED AS MINIMUM

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VALUES. ALL CALCULATED LENGTHS ASSUME THE FOLLOWING:

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1. SOIL TYPE IS SIMILAR TO GP (PER USCS), A POORLY GRADED GRAVEL-SAND MIXTURE

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WITH LITTLE OR NO FINES.

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2. THE TEST PRESSURE IS 150 PSI.

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3. THE FACTOR OF SAFETY IS 1.5 TO 1.

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4. THE MINIMUM DEPTH OF BURY IS 3.0' OR AS INDICATED IN LAYOUT DRAWINGS.

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5. THE PIPE IS PLACED IN A COMPACTED GRANULAR MATERIAL UP TO THE CENTERLINE

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OF THE PIPE, AND WITH A MINIMUM OF 4" BEDDING UNDER THE PIPE, AND COMPACTED

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SELECT MATERIAL UP TO THE TOP OF THE PIPE. ALL BEDDING AND COVER MATERIAL

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IS TO BE COMPACTED TO 80%%% STANDARD PROCTOR.

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VERTICAL

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OFFSETS

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THRUST

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THRUST

THRUST

1: TRENCH BOTTOM PREPARATION

2: ALTERNATIVE TRENCH BOTTOM PREPARATION

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4: GRAVEL ROAD REPAIR

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4: WALL/SPRING BOX PENETRATION DETAIL

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7: THRUST BLOCK SETTINGS

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6: THRUST BLOCK SIZING

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5: ASPHALT & CONCRETE ROAD/LOT DETAIL

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3: GRAVEL TO CONCRETE/ASPHALT TRANSITION DETAIL

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DESIGNED

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DRAWING NO.

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ROCKY MOUNTAIN ARSENAL NWR

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SECTION 12 WELL

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MAW

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MAW

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6R-CO-1229-23-008

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MISC. DETAILS 2

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EXISTING GRAVEL

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EXISTING GRAVEL

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TRENCH WALL

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COMPACTED BACKFILL

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PIPE

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PIPE

AutoCAD SHX Text NOTE: KEEP LOWER 4' OF TRENCH KEEP LOWER 4' OF TRENCH VERTICAL IF POSSIBLE. UPPER PART OF TRENCH MAY VARY IN WIDTH TO COMPENSATE FOR UNSTABLE SOIL

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HAND COMPACT IN 6" LIFTS FROM BOTTOM OF TRENCH TO 12" OVER PIPE CROWN

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CLEAN SAND OR CRUSHED ROCK

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UNDISTURBED SOIL

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BOTTOM OF TRENCH ROUNDED PIPE OF CIRCUMFERENCE

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SLOPE, SHORE, AND/OR INSTALL TRENCH BOX AS REQUIRED PER OSHA

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BACKFILL

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INSTALL LINKSEAL LS-650-C-17 WITH 26 INCH CORE DRILLED HOLE, OR EQUIVALENT

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INSTALL CONTINUOUS PIPE THROUGH WALL

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INSTALL TRACER WIRE

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INSTALL TRACER WIRE

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THRUST BLOCK MINIMUM DIMENSIONS

AutoCAD SHX Text NOTE: THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 2000 PSI SOIL THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE AND 2000 PSI SOIL BEARING PRESSURE. DIMENSIONS FOR THRUST BLOCKING

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FITTING SIZES

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TEES & PLUGS

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90 DEG. BEND

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45 DEG. BEND & WYES

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REDUCERS & 22 1/2 DEG. BEND

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MIN.

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CAPPED END

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1/2 C.Y. CONCRETE MINIMUM

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UNDISTURBED EARTH

AutoCAD SHX Text NOTE: POUR ALL THRUST BLOCKS AGAINST UNDISTURBED EARTH POUR ALL THRUST BLOCKS AGAINST UNDISTURBED EARTH TRANSITION GASKETS WILL NOT BE APPROVED

AutoCAD SHX Text

NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

AutoCAD SHX Text

NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

NO. 4 EPOXY COATED REBAR EMBED IN CONCRETE

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

UNDISTURBED EARTH

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text

SIDE VIEW

AutoCAD SHX Text

COMPACT TO 95%

AutoCAD SHX Text

IF DISTURBED, COMPACT TO 95%

AutoCAD SHX Text

GRAVEL UNDER CONCRETE/ASPHALT SHALL SLOPE AT A MIN. 60 DEGREES

AutoCAD SHX Text EXCAVATE AN ESTIMATED 4" OF GRAVEL BASE TO INSTALL PROPOSED GRAVEL; COMPACT ANY DISTURBED GRAVEL AND UNDERLAYERS

NO PARALLEL JOINT WITHIN 3 FEET OF TRANSITION