Attach-1-Drawings.pdf

PDF 7 MB Posted Jan 21, 2021

Attached to: CO-MONTE VISTA NWR SEPTIC REPLACEMENT Federal contract opportunity
Solicitation number: 140F0121R0004
Issued by: Department of the Interior Fish and Wildlife Service Region 2

About this file

Written by GovTribe AI · Dec 29, 2023

This document package includes construction drawings and specifications for a septic system replacement project at the Monte Vista National Wildlife Refuge in Colorado. The drawings depict the existing septic system layout as well as a proposed design to replace the septic tank, dosing tank, distribution piping, and drainfield. The specifications provide construction notes, material requirements, reference details, and estimated import quantities. This project is being procured under solicitation number 140F0121R0004 by the U.S. Fish and Wildlife Service Region 2 to replace the failing septic system infrastructure and ensure continued wastewater treatment capability at the Monte Vista National Wildlife Refuge.

View the file

Other files for this federal contract opportunity

Other files attached to CO-MONTE VISTA NWR SEPTIC REPLACEMENT, newest first.
File	Type	Posted
Attach-4-Soil Investigation .pdf	PDF	Jan 21, 2021
Attach-3-Exisiting Drawings.pdf	PDF	Jan 21, 2021
Attach-7-Past Performance and Clauses.pdf	PDF	Jan 21, 2021
Sol_140F0121R0004.pdf	PDF	Jan 21, 2021
Attach-2-Specifications.pdf	PDF	Jan 21, 2021
Attach-6-DBA Min. Wage Rates.pdf	PDF	Jan 21, 2021
Attach-5-Price Sheet.xlsx	XLSX spreadsheet	Jan 21, 2021

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

AutoCAD SHX Text

FISH AND WILDLIFE SERVICE

AutoCAD SHX Text

UNITED STATES DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

REGION 6 ENGINEERING - DENVER, COLORADO

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET 1 OF

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text

FISH AND WILDLIFE

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text U.S.

AutoCAD SHX Text

U.S. FISH & WILDLIFE SERVICE

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text

FISH AND WILDLIFE

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text U.S.

AutoCAD SHX Text

APPROVAL SIGNATURES

AutoCAD SHX Text

ANY PRINT ACCOMPANYING THIS INVITATION TO BID MAY BE A REDUCED

AutoCAD SHX Text

REPRODUCTION OF THE WORKING DRAWINGS. IF LINE BELOW DOES NOT

AutoCAD SHX Text

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

AutoCAD SHX Text

ADJUSTED ACCORDINGLY.

AutoCAD SHX Text

%%UNOTE TO BIDDERS:%%

AutoCAD SHX Text

REGIONAL ENGINEER

AutoCAD SHX Text

ASS'T. REGIONAL DIR.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROGRAM SUPERVISOR

AutoCAD SHX Text

FACILITIES

AutoCAD SHX Text

CULTURAL RESOURCES

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MONTE VISTA

AutoCAD SHX Text

NATIONAL WIDLIFE REFUGE

AutoCAD SHX Text

RIO GRANDE COUNTY

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

MONTE VISTA NATIONAL WIDLIFE REFUGE

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 - 1C NOTES AND LEGEND 3 - 2C EXISTING SITE LAYOUT EXISTING SITE LAYOUT 4 - 3C PROPOSED SITE LAYOUT PROPOSED SITE LAYOUT

AutoCAD SHX Text

MONTE VISTA NWR

SHEET# SHEET NAME 5 - 4C SEPTIC TANK AND MANHOLE ABANDON SEPTIC TANK AND MANHOLE ABANDON 6 - 5C PIPE DETAILS PIPE DETAILS 7 - 6C DRAINFIELD DETAILS DRAINFIELD DETAILS 8 - 7C MISC. DETAILS MISC. DETAILS

LEGEND

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

MONTE VISTA NWR

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

NOTES AND LEGEND

AutoCAD SHX Text 1C

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

GENERAL

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: MONTE VISTA NATIONAL WILDLIFE REFUGE 6120 CO-15 MONTE VISTA, CO PROJECT LEADER: SUZANNE BEAUCHAINE TELE: 719-589-4021

AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES ARE NOT KNOWN IN THE PROJECT LOCATION. THE CONTRACTOR SHALL VERIFY THIS THE UTILITIES ARE NOT KNOWN IN THE PROJECT LOCATION. THE CONTRACTOR SHALL VERIFY THIS INFORMATION. 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 SITE AND 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 LOCATION OF 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, THE IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES. 7. SEWER SERVICE SHALL BE MINIMALLY DISRUPTED.SEWER SERVICE SHALL BE MINIMALLY DISRUPTED.

AutoCAD SHX Text

SEWER MAIN LINE

AutoCAD SHX Text

SEWER FORCE MAIN

AutoCAD SHX Text

SEWER SERVICE LINE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

GRAVEL

AutoCAD SHX Text

EXISTING FILL/EARTH

AutoCAD SHX Text

ESTIMATED QUANTITIES

AutoCAD SHX Text

DESIGN (CYD)

AutoCAD SHX Text

OVERAGE

AutoCAD SHX Text

SAFETY FACTOR

AutoCAD SHX Text

TOTAL (CDY)

AutoCAD SHX Text

IMPORTED SAND

AutoCAD SHX Text 222.2

AutoCAD SHX Text 10%

AutoCAD SHX Text 20%

AutoCAD SHX Text 293.3

AutoCAD SHX Text

IMPORTED CAP FILL

AutoCAD SHX Text 66.7

AutoCAD SHX Text 10%

AutoCAD SHX Text 20%

AutoCAD SHX Text

TOP SOIL

AutoCAD SHX Text

AutoCAD SHX Text 10%

AutoCAD SHX Text 20%

AutoCAD SHX Text 125.4

AutoCAD SHX Text

IMPORTED SOIL (ASSUMES NO REUSE)

AutoCAD SHX Text

AutoCAD SHX Text 10%

AutoCAD SHX Text 20%

42.3

1: EXISTING SITE LAYOUT

1" = 20'

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

MONTE VISTA NWR

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

EXISTING SITE LAYOUT

AutoCAD SHX Text 2C

AutoCAD SHX Text

EXISTING DRAINFIELD

AutoCAD SHX Text

BURIED ELECTRIC LINE

AutoCAD SHX Text

EXISTING DOUBLE CLEANOUTS (11 TOTAL)

AutoCAD SHX Text

EXISTING MANHOLE (2 TOTAL)

AutoCAD SHX Text

EXISTING SEPTIC TANK

AutoCAD SHX Text

EXISTING PUMPING TANK

AutoCAD SHX Text

SHOP NOT CONNECTED TO SYSTEM

AutoCAD SHX Text

OFFICE BUILDING

AutoCAD SHX Text

RESIDENCE (3 TOTAL)

NOTE: EXISTING FACILITIES ARE ESTIMATES. THE CONTRACTOR IS EXPECTED TO FIELD VERIFY PRIOR TO BUILDING AND DIGGING. THE ELECTRIC LINE IS AN ESTIMATE THE QUANTITIES ARE ESTIMATES EACH YARD OF HAS A SPRINKLER SYSTEM THE EXISTING DRAINFIELD IS A MOUND SYSTEM

1: PROPOSED SITE LAYOUT W/ OPTIONS

1" = 20'

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

MONTE VISTA NWR

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

PROPOSED SITE LAYOUT

AutoCAD SHX Text 3C

AutoCAD SHX Text HEAD PIPE AS SHOWN HAS ESTIMATED 205 LF PIPE AND 2 DISTRIBUTION BOXES; CONFIGURATION CAN CHANGE WITH APPROVAL

AutoCAD SHX Text

INSTALL DOUBLE CLEANOUTS A MIN. 2 FEET PAST EDGE OF ROAD

AutoCAD SHX Text NOTE: DOUBLE CLEANOUTS SHALL BE INSTALLED AS DOUBLE CLEANOUTS SHALL BE INSTALLED AS SHOWN AND/OR EVERY 100 FEET; 12 EST. SHOWN BLOCK OBJECTS ARE SHOWN LARGER THAN ACTUAL SIZE. THIS IS TO SHOW LOCATION. ESTIMATED 1,860 LF OF 4-INCH SCHEDULE 40 PVC YARDS HAVE SPRINKLER SYSTEMS; THE CONTRACTOR IS EXPECTED TO CAREFULLY DIG BORING IS ALLOWED; BORE LOGS SHALL BE SUBMITTED FOR REVIEW; BORING IS AT CONTRACTOR'S RISK GRAVEL AND CONCRETE REPAIR LISTED AS LF. THE REPAIR WIDTH IS DEPENDENT ON METHODS OF CONSTRUCTION

AutoCAD SHX Text

CASING PIPE; EST. 20 LF; REPAIR GRAVEL

AutoCAD SHX Text

CASING PIPE; EST. 20 LF; REPAIR GRAVEL

AutoCAD SHX Text

EXISTING FENCE; PIPE CROSSES FENCE TWICE

AutoCAD SHX Text

SEPTIC TANK

AutoCAD SHX Text

DOSING TANK

AutoCAD SHX Text

EAST ROAD

AutoCAD SHX Text

88 LF GRAVEL

10 LF OF CONCRETE; SAWCUT TO SQUARE REPAIRS

1: PROPOSED SEPTIC TANK

NTS

2: MANHOLE ABANDONMENT

NTS

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

MONTE VISTA NWR

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

SEPTIC TANK AND MANHOLE ABANDON

AutoCAD SHX Text 4C

AutoCAD SHX Text

INLET WITH TEE AND EXTENSIONS

AutoCAD SHX Text

COMPARTMENT SEPERATOR

AutoCAD SHX Text

TOP OF SCUM LAYER

AutoCAD SHX Text

TOP OF WATER LAYER

AutoCAD SHX Text

TOP OF SLUDGE LAYER

AutoCAD SHX Text

THROUGH PIPE FOR TWO COMPARTMENTS

AutoCAD SHX Text

EFFLUENT FILTER

AutoCAD SHX Text

FILTER EXTENSION HANDLE

AutoCAD SHX Text

ADEQUATELY COMPACT BOTTOM AND SIDES WITH MECHANICAL PACKING

AutoCAD SHX Text

EXISTING SURFACE

MOUND DIRT TO AVOID PONDING

B/3 MIN.

PIPE

1: TYPICAL TRENCH DETAIL

NTS

2: ALTERNATE TRENCH BOTTOM PREPERATION

NTS

3: THRUST BLOCK MINIMUM DIMENSIONS

NTS

4: THRUST BLOCK SETTINGS

NTS

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

MONTE VISTA NWR

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

PIPE DETAILS

AutoCAD SHX Text 5C

AutoCAD SHX Text

THRUST BLOCK MINIMUM DIMENSIONS

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

AutoCAD SHX Text

FITTING SIZES

AutoCAD SHX Text

TEES & PLUGS

AutoCAD SHX Text

90 DEG. BEND

AutoCAD SHX Text

45 DEG. BEND & WYES

AutoCAD SHX Text

REDUCERS & 22 1/2 DEG. BEND

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text A

AutoCAD SHX Text 1'-7"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 5'-5"

AutoCAD SHX Text B

AutoCAD SHX Text 1'-2"

AutoCAD SHX Text 1'-11"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-2"

AutoCAD SHX Text 2'-5"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-2"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-10"

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text 4'-11"

AutoCAD SHX Text A

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 2'-5"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 4'-9"

AutoCAD SHX Text B

AutoCAD SHX Text 0'-10"

AutoCAD SHX Text 1'-7"

AutoCAD SHX Text 2'-1"

AutoCAD SHX Text 2'-9"

AutoCAD SHX Text 3'-3"

AutoCAD SHX Text 3'-5"

AutoCAD SHX Text A

AutoCAD SHX Text 1'-7"

AutoCAD SHX Text 1'-9"

AutoCAD SHX Text 2'-2"

AutoCAD SHX Text 2'-7"

AutoCAD SHX Text 3'-5"

AutoCAD SHX Text B

AutoCAD SHX Text 0'-8"

AutoCAD SHX Text 0'-10"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-11"

AutoCAD SHX Text 2'-3"

AutoCAD SHX Text 2'-5"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

CAPPED END

AutoCAD SHX Text

1/2 C.Y. CONCRETE MINIMUM

AutoCAD SHX Text

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

AutoCAD SHX Text

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

AutoCAD SHX Text

CLEAN SAND OR CRUSHED ROCK

AutoCAD SHX Text

UNDISTURBED SOIL

AutoCAD SHX Text

BOTTOM OF TRENCH ROUNDED PIPE OF CIRCUMFERENCE

AutoCAD SHX Text

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

BACKFILL W/ MIN. 3" TOPSOIL

1: TYPICAL CHAMBER TRENCH DETAIL

2: CHAMBER DETAIL

NTS

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

MONTE VISTA NWR

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

DRAINFIELD DETAILS

AutoCAD SHX Text 6C

AutoCAD SHX Text

TOP OF CHAMBER W/ GEOFABRIC INSTALLED

AutoCAD SHX Text

INCOMING PIPE

AutoCAD SHX Text 2" THICK BLOCKS COVERING 2FT WIDE BY 2 FT LONG; MUST BE PRECAST; BLOCK SHALL BE PLACED 2IN BEFORE THE OUTLET OF THE PIPE

AutoCAD SHX Text

EXISTING NON-SEWAGE CONTAMINATED SOIL OR IMPORTED SAND

AutoCAD SHX Text

EXISTING SOIL

AutoCAD SHX Text

PLACE SEED AND STRAW ON TOP FOR EROSION PROTECTION

AutoCAD SHX Text

SLOPE SHALL BE MAX 3:1 AND MATCH EXISTING SURFACE

AutoCAD SHX Text

ESTIMATED HIGH GROUNDWATER MARK

AutoCAD SHX Text IMPORTED SOIL BETWEEN LEGS WILL NOT REACH EXISTING SURFACE; ENSURE STANDING WATER DOES NOT OCCUR BETWEEN THE LEGS

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text

MAX 3:1 SLOPE

SEE OTHER DETAIL FOR CONSTRUCTION METHOD

1: CURB AND GUTTER REPAIR DETAIL

2: SIDEWALK REPAIR DETAIL

NTS

3: GRAVEL ROAD REPAIR DETAIL

NTS

4: DOUBLE SEWER SERVICE CLEANOUT DETAIL

NTS

5: CLEANOUT PLAN VIEW DETAIL

NTS

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

SUB-SHEET

AutoCAD SHX Text

MONTE VISTA NWR

AutoCAD SHX Text

REPLACE SEPTIC SYSTEM

AutoCAD SHX Text

6R-CO-450-21-012

AutoCAD SHX Text

MISC. DETAILS

AutoCAD SHX Text 7C

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

EXISTING GRAVEL

AutoCAD SHX Text

TRENCH WALL

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

EXPANSION/CONTRACTION JOINT FILLER

AutoCAD SHX Text

MAX. 3/8" RADIUS

AutoCAD SHX Text

SLOPE AWAY FROM ROAD; MATCH EXISTING SLOPE

AutoCAD SHX Text NOTE: RAMP SIDEWALKS SHOULD BE CONSTRUCTED SIMILAR TO EXISTING SLOPE AND ELEVATION

AutoCAD SHX Text

MAX 3/8" RADIUS

AutoCAD SHX Text

MAX 3/8" RADIUS

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

COMPACTED BACKFILL

AutoCAD SHX Text

COMPACTED GRAVEL TO EXISTING THICKNESS

AutoCAD SHX Text

COMPACTED GRAVEL, 4" MIN. THICKNESS

AutoCAD SHX Text

LONGITUDINAL #4 REBAR DOWELED INTO EXISTING CURB; 6" MIN. DEPTH

AutoCAD SHX Text

LONGITUDINAL #4 REBAR DOWELED INTO EXISTING CURB; 6" MIN. DEPTH

AutoCAD SHX Text

4" POLYPROPYLENE FLUSH PLUG WITH RECESSED SLOT

AutoCAD SHX Text

4" PVC SCH. 40 FEMALE ADAPTER

AutoCAD SHX Text

FINAL GROUND SURFACE

AutoCAD SHX Text

4" PVC SEWER SERVICE

AutoCAD SHX Text

4" PVC SCH. 40 DWV PIPE

AutoCAD SHX Text

4" PVC SCH. 40 DWV 45 DEGREES

AutoCAD SHX Text

4" PVC SCH. 40 DWV 40 DEGREES

AutoCAD SHX Text

4" PVC SCH. 40 DWV LONGSWEEP 40 DEGREES

AutoCAD SHX Text

NOTE: THE 4" PVC SEWER SERVICE SHALL BE SCHEDULE 40 DWV PIPE

AutoCAD SHX Text

PVC SCHEDULE 40 DWV PIPE

4" POLYPROPYLENE PLUG WITH RECESSED SLOT

Sheets and Views

09 21-008 Monte Vista Septic-Cover

09 21-008 Monte Vista Septic-NOTES AND LEGEND

09 21-008 Monte Vista Septic-ex SITE LAYOUT

09 21-008 Monte Vista Septic-SITE LAYOUT

09 21-008 Monte Vista Septic-SEPTIC TANK

09 21-008 Monte Vista Septic-PIPE INSTALL

09 21-008 Monte Vista Septic-CHAMBER

09 21-008 Monte Vista Septic-MISC DETAIL

File details come from the government source that posted it. Updated Jan 21, 2021.