A04_-_Drawing_Valley_City_Pond_Liner.pdf
PDF 6 MB Posted
- Attached to
- ND-BALDHILL - Valley City Pond Liner Replacement
- Solicitation number
- 140F0122R0073
About this file
This set of documents includes construction drawings and specifications for replacing the liner of Pond 4 at the Valley City National Fish Hatchery. The drawings show the existing conditions of the pond and surrounding site, and provide details for removing the existing liner, preparing the substrate, and installing the new liner. The specifications call for replacing approximately 2.15 acres of liner, as well as replacing sections of drain lines and addressing other infrastructure elements within the pond. The project will be carried out by the U.S. Fish and Wildlife Service and is solicited under solicitation number 140F0122R0073. Bidders should carefully review all drawings and specifications to fully understand the scope of work prior to submitting a bid.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom
CO
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS © 2021 TomTom
CO
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
OR
AutoCAD SHX Text
RI
AutoCAD SHX Text
ME
AutoCAD SHX Text
RT
AutoCAD SHX Text
PA
AutoCAD SHX Text
DE
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text
NT
AutoCAD SHX Text
TE
AutoCAD SHX Text
IN
AutoCAD SHX Text E
AutoCAD SHX Text
TH
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
TH
AutoCAD SHX Text
ME
AutoCAD SHX Text
RT
AutoCAD SHX Text
PA
AutoCAD SHX Text
DE
AutoCAD SHX Text
NT
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text
OR
AutoCAD SHX Text
RI
AutoCAD SHX Text
TE
AutoCAD SHX Text
IN
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
VALLEY CITY
AutoCAD SHX Text
NATIONAL FISH HATCHERY
AutoCAD SHX Text
BARNES COUNTY
AutoCAD SHX Text
NORTH DAKOTA
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
COVER SHEET
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
VALLEY CITY NATIONAL FISH HATCHERY
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text SHEET# SHEET NAME 1 COVER SHEET COVER SHEET 2 - 1C NOTES AND LEGEND 3 - 2C EXISTING PHOTOS EXISTING PHOTOS 4 - 3C SITE LAYOUT SITE LAYOUT 5 - 4C POND DETAILS 1 POND DETAILS 1 6 - 5C POND DETAILS 2 POND DETAILS 2 7 - 6C LINER DETAILS LINER DETAILS 8 - 7C MISC. DETAILS 1 MISC. DETAILS 1
AutoCAD SHX Text
SCALE 1" = 2,000'
AutoCAD SHX Text
VALLEY CITY
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
SCALE 1" = 200'
AutoCAD SHX Text
PROJECT LOCATION
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
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
VALLEY CITY NFH
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NOTES AND LEGEND
AutoCAD SHX Text 1C
AutoCAD SHX Text GENERAL NOTES 1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES 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 SITE AND DETERMINE 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 LOCATION OF EITHER PROPOSED 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 PROJECT ENGINEER IF INSTALLATION DETAILS AND MANUFACTURER'S INSTALLATION REQUIREMENTS DO NOT MATCH, THE PROJECT ENGINEER SHALL BE CONSULTED ON DISCREPANCIES.
AutoCAD SHX Text CONTACTS ENGINEERING: U.S. FISH AND WILDLIFE SERVICE FISH AND WILDLIFE SERVICE REGIONAL OFFICE 6 134 UNION BLVD LAKEWOOD, CO 80228 CONTACT: MICHAEL WANDERSEE TELE: 303-236-4479 303-236-4479 STATION: VALLEY CITY NFH 11515 RIVER RD VALLEY CITY, ND 58072 PROJECT LEADER: AARON VON ESCHEN TELE: 701-845-3464701-845-3464
AutoCAD SHX Text
E-READER INFORMATION
SHEET 1: COVER SHEET WITH PROJECT AREA. LOCATION MAP PROVIDED SHEET 1C: GENERAL NOTES AND CONTACT INFORMATION SHEET 2C: PHOTOS OF SITE THAT ASSIST IN CONSTRUCTION SHEET 3C: LAYOUT OF SITE AND NOTES OF WORK TO BE COMPLETED FOR PONDS SHEET 4C: PROFILE OF PONDS TO BE LINED WITH CONSTRUCTION NOTES SHEET 5C: PROFILE OF PONDS TO BE LINED WITH CONSTRUCTION NOTES SHEET 6C: POND LINER INSTALLATION DETAILS SHEET 7C: NUMEROUS DETAILS
1: TYPICAL POND AND INTERNAL KETTLE
NTS
2: EXAMPLE EXTERNAL KETTLE (SLIGHT DIFFERENCE WITH NEW DESIGN)
NTS
3: INTERNAL KETTLE OUTLETS TO BE CONCRETED
NTS
4: INTERNAL KETTLE DESIGN
NTS
GROUT MINOR
FLAWS IN CONCRETE
PRIOR TO LINING
(EST. 30SY)
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
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
VALLEY CITY NFH
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING PHOTOS
2C
SURVEY UNABLE TO LOCATE
PIPE. PIPE WAS BURIED/NOT VISABLE
PROJECT BENCHMARK;
TOP OF 5/8" REBAR
WITH PINK
PLASTIC CAP LABELED
"CONTROL POINT"
ELEVATION=1231.97'
12" AC
INV=1222.38'
12" AC
INV=1222.30'
12" AC
INV=1222.79'
EX. CONTOUR2452
UTILITY PEDESTAL
FENCE LINEX
RAILWAY TRACKS
UNDERGROUND ELECTRIC LINEUGE
STORM SEWER LINEST
OVERHEAD ELECTRIC LINEOHE
GATE VALVE
SANITARY CLEANOUT
MANHOLE
LIGHT POLE
OVERHEAD ELECTRIC POLE
GUY WIRE
BOLLARD
CO
TREE STUMP
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
BENCHMARK
ELECTRIC TRANSFORMER
SIGN
BUSHES/WOODED AREA
EX. ASPHALT
EX. CONCERTE
EX. GRAVEL
EX. BUILDING
DATE OF SURVEY: 12/14/2020-12/22/2020
BASIS OF BEARING: ASSUMED
BENCHMARK USED: OPUS SOLUTION
DATUM: NAVD 88
COORDINATE SYSTEM: NORTH DAKOTA STATE
PLANE-SOUTH ZONE
LEGEND
SURVEY INFORMATION
0 120
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
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
VALLEY CITY NFH
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SITE LAYOUT
AutoCAD SHX Text 3C
AutoCAD SHX Text NOTE: THIS HAS SURVEY DATA WITH ANNOTATIONS FROM THE SURVEY PERFORMED IN 2020. DATA AVAILABLE UPON REQUEST. ADDITIONAL DETAILS AND INFORMATION IS PROVIDED IN THIS MAP. EACH POND HAS UNIQUE FEATURES THAT A POND LINER WILL NEED TO INCORPORATE. LINER INSTALLED ON POND 4. DIGGING IN THE ROAD/TOP OF POND DIKES IS LOGISTICALLY DIFFICULT DUE TO BEING VERY NARROW. THE PROJECT MAY REQUIRE HAULING AND STOCKPILLING OF EXCAVATED MATERIALS. ANY METHOD MUST BE APPROVED BY THE COR.
AutoCAD SHX Text
POND 6; POND ACRES 1.38; THIS EXCLUDES THE SLOPES
AutoCAD SHX Text
POND 4; POND ACRES 2.15; THIS EXCLUDES THE SLOPES
AutoCAD SHX Text
SCALE 1" = 120'
AutoCAD SHX Text
REPLACE AC PIPE WITH EST. 50LF OF SDR26; AC PIPE TO REMAIN IN TRENCH
REPLACE AC PIPE WITH EST. 60LF OF SDR26; AC PIPE TO REMAIN IN TRENCH
GR
AD
E
BR
EA
K
ST
A
0+
.0
EL
EV
4.
GR
AD
E
BR
EA
K
ST
A
1+
.9
EL
EV
8.
GR
AD
E
BR
EA
K
ST
A
2+
.3
EL
EV
9.
GR
AD
E
BR
EA
K
ST
A
4+
.3
EL
EV
4.
GR
AD
E
BR
EA
K
ST
A
5+
.8
EL
EV
9.
GR
AD
E
BR
EA
K
ST
A
6+
.8
EL
EV
0.
GR
AD
E
BR
EA
K
ST
A
7+
.5
EL
EV
8.
GR
AD
E
BR
EA
K
ST
A
9+
.2
EL
EV
9.
GR
AD
E
BR
EA
K
ST
A
+5 3.
EL
EV
8.
GR
AD
E
BR
EA
K
ST
A
+6 2.
EL
EV
8.
GR
AD
E
BR
EA
K
ST
A
+8 1.
EL
EV
8.
GR
AD
E
BR
EA
K
ST
A
+0 0.
EL
EV
7.
GR
AD
E
BR
EA
K
ST
A
+0 3.
EL
EV
3.
GR
AD
E
BR
EA
K
ST
A
+2 3.
EL
EV
5.
1: CENTERLINE PROFILE OF ALL PONDS FROM POND 12 TO POND 4 (NW TO SE)
VARIES
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
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
VALLEY CITY NFH
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
POND DETAILS 1
AutoCAD SHX Text 4C
NOTE: PENETRATIONS THROUGH POND NOT SHOWN. WORK INCLUDES REMOVING AND DISPOSAL OF EXISTING POND LINERS AND PREPARING SUBSTRATE ACCORDING TO THE SPECIFICATIONS. ALL WORK SHALL BE FINISHED TO A SMOOTH UNIFORM SURFACE CONFORMING TO THE LINES AND GRADES EXISTING PRIOR TO THE START OF NEW CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL BURIED UTILITIES, PLEASE NOTE THAT A ONE-CALL WILL NOT REVEAL ALL BURIED UTILITIES. THE POND SHOULD BE INSPECTED FOR THE FILL AND DRAW LINES. PROFILES MEANT TO SHOW ELEVATIONS, AREA, AND REQUIREMENTS FOR PONDS. THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO ORDERING MATERIALS.
GR
AD
E
BR
EA
K
ST
A
0+
.0
EL
EV
3.
GR
AD
E
BR
EA
K
ST
A
1+
.2
EL
EV
7.
GR
AD
E
BR
EA
K
ST
A
2+
.0
EL
EV
7.
GR
AD
E
BR
EA
K
ST
A
3+
.8
EL
EV
3.
GR
AD
E
BR
EA
K
ST
A
4+
.8
EL
EV
4.
1: CENTERLINE PROFILE OF POND 4 (NE TO SW)
VARIES
2: ANCHOR TRENCH DETAILS
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
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
VALLEY CITY NFH
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
POND DETAILS 2
AutoCAD SHX Text 5C
AutoCAD SHX Text
GEOMEMBRANE LINER
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
3:1 TYP.
AutoCAD SHX Text
PUNCTURE LINER IN
AutoCAD SHX Text
ANCHOR AT 2' INTERVALS
AutoCAD SHX Text
TO ALLOW DRAINAGE OF TRENCH
NOTE: PENETRATIONS THROUGH POND NOT SHOWN. WORK INCLUDES REMOVING AND DISPOSAL OF EXISTING POND LINERS AND PREPARING SUBSTRATE ACCORDING TO THE SPECIFICATIONS. ALL WORK SHALL BE FINISHED TO A SMOOTH UNIFORM SURFACE CONFORMING TO THE LINES AND GRADES EXISTING PRIOR TO THE START OF NEW CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL BURIED UTILITIES, PLEASE NOTE THAT A ONE-CALL WILL NOT REVEAL ALL BURIED UTILITIES. THE POND SHOULD BE INSPECTED FOR THE FILL AND DRAW LINES. PROFILES MEANT TO SHOW ELEVATIONS, AREA, AND REQUIREMENTS FOR PONDS. THE CONTRACTOR SHALL FIELD VERIFY PRIOR TO ORDERING MATERIALS.
3: PIPE PENETRATION SEAL DETAIL
1: MEMBRANE LINER PIPE PENETRATION DETAIL
NTS
2: MEMBRANE CONNECTIONS TO CONCRETE 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
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
VALLEY CITY NFH
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LINER DETAILS
AutoCAD SHX Text 6C
AutoCAD SHX Text
GASKET
AutoCAD SHX Text
GEOMEMBRANE
AutoCAD SHX Text
STAINLESS STEEL BANDING
AutoCAD SHX Text
SECTION A
AutoCAD SHX Text
GEOMEMBRANE
AutoCAD SHX Text
STAINLESS STEEL BANDING
AutoCAD SHX Text
EXTRUSION WELD TO PIPE OR SEALANT
AutoCAD SHX Text
GASKET
AutoCAD SHX Text
PIPE
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
FIELD WELD RPP
AutoCAD SHX Text
BOOT TO RPP LINER
AutoCAD SHX Text
PREFABRICATED RPP BOOT
AutoCAD SHX Text
WITH SKIRT
AutoCAD SHX Text
RPP LINER TRIMMED AROUND
AutoCAD SHX Text
PIPE PENETRATION
AutoCAD SHX Text
COMPACTED SUBSTRATE
AutoCAD SHX Text
EXISTING PIPE DIAMETER VARIES
AutoCAD SHX Text
CONTRACTOR TO FIELD VERIFY
AutoCAD SHX Text
TWO BANDS OF 1/8" BUTYL TAPE
AutoCAD SHX Text
APPLIED OVER PIPE AND TWO GRADE 316
AutoCAD SHX Text
STAINLESS STEEL HOSE CLAMPS
AutoCAD SHX Text
2"-3" OR AS RECOMENDED BY
AutoCAD SHX Text
THE MANUFACTURER, ALLOW
AutoCAD SHX Text
3/8" X 3" STAINLESS STEEL
AutoCAD SHX Text
FLEXIBLE MEMBRANE LINER
AutoCAD SHX Text
EXPANSION ANCHORS 6" 0.C.
AutoCAD SHX Text
BATTEN: 1/4"X 2" STAINLESS STEEL
AutoCAD SHX Text
NOMINAL 1/8" THICK CURED
AutoCAD SHX Text
RUBBER CUSHIONING STRIP
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
1/8" X 2" NEOPRENE OR
AutoCAD SHX Text
CONTACT ADHESIVE
AutoCAD SHX Text
BUTYL CAULKING TAPE
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
3/8" X 3" STAINLESS STEEL EXPANSION
AutoCAD SHX Text
NOMINAL 1/8" THICK CURED
AutoCAD SHX Text
BATTEN 1/4" X 2" STAINLESS STEEL.
AutoCAD SHX Text
RUBBER CUSHION STRIP
AutoCAD SHX Text
CAULKING TAPE CONTINUOUS.
AutoCAD SHX Text
1/8" X 2" NEOPRENE OR BUTYL
AutoCAD SHX Text
FLEXIBLE MEMBRANE
AutoCAD SHX Text
LINER FOLDED BACK 6"
AutoCAD SHX Text
NOMINAL AND FULLY BONDED
AutoCAD SHX Text
ADHESIVE 6" WIDE
AutoCAD SHX Text
LINER TO CONCRETE
AutoCAD SHX Text 4"
AutoCAD SHX Text
ANCHORS 6" ON CENTER.
AutoCAD SHX Text
DETAIL A - VERTICAL CONNECTION
AutoCAD SHX Text
DETAIL B - HORIZONTAL CONNECTION
AutoCAD SHX Text
SLACK FOR SETTLEMENT.
AutoCAD SHX Text
CAULKED AND TROWELED FILLET
AutoCAD SHX Text
CAULKED AND TROWELED FILLET
NOTES: PIPE SURFACE SHALL BE FREE OF ALL RUST, DIRT, GREASE, ECT. DO NOT INSTALL CLAMPING RING AROUND TOP OF FLASHING WITHOUT A SACRIFICIAL PROTECTIVE PIECE OF GEOMEMBRANE TO COMPLETELY PROTECT THE FLASHING FROM THE CLAMPING RING SEAM EDGE TREATMENT APPLIED AROUND ENTIRE PERIMETER OF FLASHING
1: TRENCH BOTTOM PREPARATION
2: ALTERNATIVE TRENCH BOTTOM PREPARATION
NTS
5: GRAVEL ROAD REPAIR
NTS
4: WALL/SPRING BOX PENETRATION DETAIL
NTS
7: THRUST BLOCK SETTINGS
NTS
6: THRUST BLOCK SIZING
NTS
3: GRAVEL TO CONCRETE/ASPHALT TRANSITION 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
OF
AutoCAD SHX Text
SUB-SHEET
AutoCAD SHX Text
VALLEY CITY NFH
AutoCAD SHX Text
POND LINER
AutoCAD SHX Text
MAW
AutoCAD SHX Text
MAW
AutoCAD SHX Text
ED
AutoCAD SHX Text
AutoCAD SHX Text
6R-ND-260-21-039
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MISC. DETAILS 1
AutoCAD SHX Text 15C
AutoCAD SHX Text
EXISTING GRAVEL
AutoCAD SHX Text
EXISTING GRAVEL
AutoCAD SHX Text
TRENCH WALL
AutoCAD SHX Text
COMPACTED BACKFILL
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
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
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
AutoCAD SHX Text
BACKFILL
AutoCAD SHX Text
INSTALL LINKSEAL LS-650-C-17 WITH 26 INCH CORE DRILLED HOLE, OR EQUIVALENT
AutoCAD SHX Text
INSTALL CONTINUOUS PIPE THROUGH WALL
AutoCAD SHX Text
INSTALL TRACER WIRE
AutoCAD SHX Text
INSTALL TRACER WIRE
AutoCAD SHX Text
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
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 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 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 B/3
AutoCAD SHX Text
MIN.
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 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
| Sheets and Views |
| 09 21-039 Drawing Valley City Pond Liner-Cover |
| 09 21-039 Drawing Valley City Pond Liner-NOTES AND LEGEND |
| 09 21-039 Drawing Valley City Pond Liner-PHOTO 1 |
| 09 21-039 Drawing Valley City Pond Liner-SITE LAYOUT |
| 09 21-039 Drawing Valley City Pond Liner-POND DETAILS |
| 09 21-039 Drawing Valley City Pond Liner-POND DETAILS 2 |
| 09 21-039 Drawing Valley City Pond Liner-LINER DETAILS |
| 09 21-039 Drawing Valley City Pond Liner-MIS 1 |
| DNU.pdf |
| Sheets and Views |
| 09 21-039 Drawing Valley City Pond Liner-Cover |
| 09 21-039 Drawing Valley City Pond Liner-NOTES AND LEGEND |
| 09 21-039 Drawing Valley City Pond Liner-PHOTO 1 |
| 09 21-039 Drawing Valley City Pond Liner-SITE LAYOUT |
| 09 21-039 Drawing Valley City Pond Liner-POND DETAILS |
| 09 21-039 Drawing Valley City Pond Liner-POND DETAILS 2 |
| 09 21-039 Drawing Valley City Pond Liner-LINER DETAILS |
| 09 21-039 Drawing Valley City Pond Liner-MIS 1 |
| TEST.pdf |
| Sheets and Views |
| PHOTO 1 |
File details come from the government source that posted it. Updated .