Attachment 003 Shady Lake Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- 12445124B0008
About this file
This document is a set of drawings related to the USDA Forest Service's Shady Lake Recreation Area Day Use Rehabilitation project in Polk County, Arkansas. The project scope is to improve visitor experience by updating the layout of Loop A, renovating existing buildings and site features while maintaining the original aesthetics. The upgrades include repairing, replacing, or demolishing features such as roads, parking lots, walkways, the bathhouse, fishing pier, and adding new camping spurs. The design also enhances the electrical and water utilities, improves drainage and erosion control, and adds amenities like tent pads, grills, fire pits, and picnic tables to the camping spurs.
The federal contract opportunity for this project, Solicitation Number 12445124B0008, is a 100% small business set-aside with a NAICS code of 238910 (Site Preparation Contractors) and a magnitude between $1-5 million. The solicitation will be available for download on or around April 15, 2024, with a site visit on April 25, 2024, questions due by May 3, 2024, and bids due by May 15, 2024. Award will be made to the lowest priced responsive/responsible bidder. The period of performance is 150 days from the notice to proceed.
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Text version
FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
SHADY LAKE RECREATION AREA DAY USE REHABILITATION
FROM THE MENA OFFICE, HEAD SOUTHWEST ON US 71 SOUTH TOWARD S
REINE ST FOR 18.3 MILES. TURN LEFT ON AR-246 E FOR 21.2 MILES. TURN LEFT
ONTO POLK COUNTY RD 694 FOR 0.3 MILES. SLIGHT RIGHT ONTO FOREST RD
FOR 0.9 MILES. TURN LEFT ONTO FAS 2400 FOR 0.8 MILES. TURN LEFT ONTO
SHADY LAKE RECREATION AREA AND CONTINUE STRAIGHT FOR 0.2 MILES TO
DESTINATION.
MENA RANGER DISTRICT OFFICE
1603 HWY 71, MENA, AR 71953
100% DESIGN SUBMITTAL
RECOMMENDED BY:
APPROVED:
TECHINICAL SERVICES TEAM LEADER
DISTRICT RANGER
DATE
DATE
RECREATION, PLANNING, HERITAGE & WILDERNESS STAFF OFFICER
DATE
FOREST SUPERVISOR
DATE
REGIONAL FORESTER
DATE
7/1 4/2
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ARKANSAS
POLK COUNTY
(R-8) SOUTHERN REGION
OUACHITA NATIONAL FOREST
MENA RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-001 COVER SHEET 7/14/2023
C-100 SITE EXISTING CONDITIONS 7/14/2023
C-101 SITE DEMOLITION PLAN 7/14/2023
C-102 SITE PROPOSED PLAN 7/14/2023
C-103 PROPOSED GRADING PLAN 7/14/2023
C-104 UTILITIES SITE PLAN 7/14/2023
C-105 CAMPING SITES PLANS - SITES #1-3 & #7-8 7/14/2023
C-106 CAMPING SITES PLANS - SITES #4-6 & #9 7/14/2023
C-107 BATHHOUSE PARKING LOT PLANS 7/14/2023
C-300 SANITARY PROFILE 7/14/2023
C-500 CAMP SITE DETAILS 7/14/2023
C-501 DETAILS 7/14/2023
C-502 DETAILS 7/14/2023
C-503 DETAILS 7/14/2023
C-504 DETAILS 7/14/2023
A-101 ARCHITECTURAL FLOOR PLANS 7/14/2023
A-201 ELEVATIONS 7/14/2023
A-202 ELEVATIONS 7/14/2023
P-001 PLUMBING PROPOSED PLANS 7/14/2023
E-001 ELECTRICAL DISTRIBUTION PLAN 7/14/2023
E-002 ONE LINE DIAGRAM 7/14/2023
E-003 ELECTRICAL FLOOR PLANS 7/14/2023
E-501 DETAILS 7/14/2023
THE SCOPE OF THIS PROJECT IS TO IMPROVE VISITOR EXPERIENCE BY UPDATING THE LAYOUT OF LOOP A, RENOVATING EXISTING BUILDINGS AND SITE FEATURES WHILE KEEPING THE AESTHETICS IN LINE WITH THE ORIGINAL SITE.
THE UPGRADES INCLUDE THE REPAIR, REPLACEMENT, OR DEMOLITION OF FEATURES SUCH AS EXISTING AND PROPOSED ROADS, MORE ADA ACCESSIBLE PARKING LOTS, WALKWAYS, PAINTING THE BATHHOUSE, REPLACING THE
FISHING PIER, AND PROVIDING ADDITIONAL CAMPING SPURS.
OTHER DESIGN ITEMS INCLUDE PLANS TO ENHANCE THE ELECTRICAL AND WATER UTILITIES OF THE SITE, IMPROVING DRAINAGE, REDUCE EROSION, AND BRING ELECTRICAL AND WATER TO CAMPING SPURS WITH TENT PADS, NEW GRILLS, FIRE PITS, PICNIC TABLES, AND FURNISHINGS.
THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, AND EQUIPMENT NECESSARY FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH LOCAL, STATE AND NATIONAL CODES AND COMPLETE THE PROJECT IN AN
ACCEPTABLE MANNER, READY FOR USE, OCCUPANCY OR OPERATION BY THE OWNER.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS WITH THE DRAWING DIMENSIONS. IF A CONFLICT IS FOUND OR IF FIELD CHANGES ARE MADE THAT DEVIATE FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY, PRIOR TO CONSTRUCTION OR THE ORDERING OF ANY MATERIALS.
ALL LOCATIONS TO BE REVIEWED/APPROVED BY LOCAL RANGER.
PROJECT DESCRIPTION
Latitude : 34.3628361 Longitude : -94.0277694
ATTACHMENT 003
Shady Lake Drawings
EXISTING 3" WATER MAIN
EXISTING SST FACILITY
EXISTING CAMP SITE
EXISTING CAMP SITE
EXISTING CAMP SITE
EXISTING CAMP SITE
EXISTING CAMP SITE
EXISTING CAMP SITE
EXISTING CAMP SITE
EXISTING PICNIC SHELTER
EXISTING HISTORIC RETAINING WALL
(DO NOT DISTURB)
EXISTING 18" CMP CULVERT
EXISTING 28" CMP CULVERT
EXISTING WATER RESERVOIR
EXISTING BATHHOUSE
EXISTING SANITARY PUMP TANK
EXISTING SANITARY SEPTIC TANK
EXISTING 18" CMP CULVERT
EXISTING FISHING PIER
EXISTING 12" CMP CULVERT
EXISTING 18" CMP CULVERT
EXISTING 12" CMP CULVERT
EXISTING 12" CMP CULVERT
EXISTING UNDERGROUND ELECTRIC
EXISTING OVERHEAD ELECTRIC
EXISTING 18" CMP CULVERT
EXISTING 12" CMP CULVERT
EXISTING 12" CMP CULVERT
HISTORIC SIDEWALK (DO
NOT DISTURB)
HISTORIC SIDEWALK (DO
NOT DISTURB)
SHADY LAKE
SHADY LAKE
EXISTING FIRE PIT
(DO NOT DISTURB)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/2 0/2
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(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
SITE EXISTING
CONDITIONS
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-100 002 023
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN
POST
Q100 FLOODPLAIN BOUNDARY
LEGEND
FM FM FM SANITARY SEWER FORCEMAIN
BENCH SEAT
VENT PIPE
PUMP STATION
ELECTRIC BOX
GRATE INLET
TRASH BINKIOSK
Q100 FLOODPLAIN DATA FROM
U.S. FOREST SERVICE
POINT NUMBER NORTHING EASTING ELEVATION
1 1,935,323 700,327.8 1105.74'
2 1,935,572 700,198.2 1105.16'
3 1,935,468 700,607.3 1126.95'
4 1,935,298 700,580.4 1114.75'
5 1,935,578 700,439.9 1117.96'
6 1,935,712 700,468.3 1127.25'
7 1,935,649 700,739.9 1163.65'
8 1,935,892 700,660.0 1156.82'
10 1,936,023 700,985.6 1173.14'
1426 1,935,413 700,549.7 1120.78'
CONTROLS & BENCHMARK
LOCATIONS
ATTACHMENT 003
Shady Lake Drawings
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LIMITS OF CONSTRUCTION/DEMOLITION
LIMITS OF CONSTRUCTION/DEMOLITION
LIMITS OF CONSTRUCTION/DEMOLITION
NOTE: ALL EXISTING GRILLS, EXISTING PICNIC
TABLES, EXISTING FIRE PITS, POSTS, SIGNS,
AND TENT AREAS INSIDE LIMITS OF
CONSTRUCTION/DEMOLITION ARE TO BE
REMOVED UNLESS STATED OTHERWISE BY
THE U.S. FOREST SERVICE OR ENGINEER.
CONTRACTOR TO TRY AND SAVE AS MANY
TREES INSIDE THE LIMITS OF
CONSTRUCTION/DEMOLITION AS POSSIBLE.
TREES OUTSIDE THE LIMITS OF
CONSTRUCTION/DEMOLITION ARE TO BE
PROTECTED AND NOT PART OF CONTRACT.
THE U.S FOREST SERVICE ARE TO PLANT
NATIVE SHADE/FLOWERING TREE SPECIES
AFTER CONSTRUCTION IS FINISHED.
PROTECT HISTORIC SIDEWALK
(DO NOT DISTURB)
7 7
SHADY LAKE
SHADY LAKE
PROTECT HISTORIC SIDEWALK
(DO NOT DISTURB)
LIMITS OF CONSTRUCTION/DEMOLITION
EXISTING CULVERT TO BE USED IN
PLACE AND TO BE PROTECTED
EXISTING CULVERT TO BE USED IN
PLACE AND TO BE PROTECTED
EXISTING WATER TO BE USED IN
PLACE AND TO BE PROTECTED
HISTORIC RETAINING WALL
(DO NOT DISTURB)
HISTORIC FIRE PIT
(DO NOT DISTURB)
AMENITIES NEAR PICNIC PAVILION
ARE TO BE PROTECTED AND USED
IN PLACE
EXISTING WATERMAIN TO BE ABANDONED
STARTING AT THIS LOCATION
END OF EXISTING WATERMAIN
ABANDONMENT
ABANDON EXISTING SANITARY FORCE
MAIN FROM THE PUMP STATION VAULT
TO THIS LOCATION
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 9/2
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(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
SITE DEMOLITION PLAN
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-101 003 023
KEYED NOTES:
1 PICNIC TABLE TO BE REMOVED
FIRE PIT TO BE REMOVED
LIGHT POLE TO BE REMOVED
TENT PAD TO BE REMOVED
TREE TO BE REMOVED
11 ASPHALT TO BE REMOVED
12 ELECTRIC BOX TO BE REMOVED
13 TRASH CANS TO BE REMOVED AND
RELOCATED
7 GRILL TO BE REMOVED
14 SIGN TO BE REMOVED
8 SST TO BE REMOVED
15 CONCRETE TO BE REMOVEDPUMP STATION VAULT TO BE
REMOVED AND REPLACED
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN
POST
Q100 FLOODPLAIN BOUNDARY
LEGEND
FM FM FM SANITARY SEWER FORCEMAIN
BENCH SEAT
VENT PIPE
PUMP STATION
ELECTRIC BOX
GRATE INLET
TRASH BINKIOSK
16 HYDRANT TO BE REMOVED
17 SANITARY SEPTIC TANK TO BE
REMOVED AND REPLACED
UTILITY TO BE ABANDONED IN PLACE
10 CULVERT TO BE REMOVED
ATTACHMENT 003
Shady Lake Drawings
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5 6
PROPOSED CAMPING SPUR WITH 16' X 16' TENT
PAD,IMPACT AREA INCLUDES FIRE PIT, GRILL,
AND PICNIC TABLE, AND UTILITY ISLAND (TYP.).
SEE DETAIL SHEET C-500 AND C-501.
24' WIDE 2-WAY
ROADWAY
EXISTING WATER RESERVOIR TO
HAVE INTERIOR COATING INSTALLED
PER SPECIFICATIONS. NEW
ELECTRICAL COMPONENTS AND
FLOATS TO BE INSTALLED.
HISTORIC SIDEWALK TO BE PROTECTED
DURING CONSTRUCTION. HISTORIC
SIDEWALK IN NEED OF REPAIR TO BE
REMOVED AND REINSTALLED.
TREE TO BE REMOVED. HISTORIC
SIDEWALK AFFECTED TO BE
REMOVED AND REINSTALLED.
EXISTING SIDEWALK TO BE
REMOVED AND REPLACED. PROPOSED
SIDEWALK TO MATCH HISTORIC SIDEWALK
WITH USE OF CONCRETE STAMP
12' WIDE 1-WAY
ROADWAY
END OF ASPHALT ROAD
IMPROVEMENTS AND START
OF GRAVEL IMPROVEMENTS
EXISTING RETAINING WALL IS
HISTORIC AND SHALL BE
PROTECTED
PROPOSED WHEEL STOPS
(TYP.) SEE DETAIL SHEET
C-504
PROPOSED SANITARY
SEPTIC TANK
48" SANITARY SEWER
REINFORCED CONCRETE
MANHOLE (TYP.)
100 YEAR BASE FLOOD
BOUNDARY
100 YEAR BASE FLOOD
BOUNDARY
SS SS SS SS SS SS SS SS SS SS
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CONNECT PROPOSED
SANITARY SEWER FORCE
MAIN
EXISTING KIOSK TO BE
REPAIRED
EXISTING KIOSK TO BE
REPAIRED
EXISTING KIOSK TO BE
REPAIRED
PROPOSED PUMP
STATION
PROPOSED LEFT HAND
GUNNISON SINGLE CXT.
SEE DETAIL SHEET C-504
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PANEL
PROTECTIVE TIMBER
AROUND TENT PAD
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2 AIR RELIEF VALVES ARE TO BE REMOVED AND REPLACED
PER SPECIFICATION. LOCATION OF AIR RELIEF VALVE #1 IS
LOCATED APPROXIMATELY 400 FT NORTHEAST OF THE
NORTH SIDE OF THE ROAD AND REQUIRES A LID TO BE
INSTALLED. THE LOCATION OF AIR RELIEF VALVE # 2 IS
APPROXIMATELY 600 FT NORTHEAST OF AIR RELIEF VALVE #1
AND REQUIRES A METER PIT AND A LID TO BE INSTALLED.
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CULVERT
GENERAL NOTES
1. ALL TRASH CANS IN THE LIMITS OF
CONSTRUCTION ARE TO BE REMOVED AND
REINSTALLED.
2. KIOST REPAIR SHOULD CONSIST OF LIGHT
WOODWORK AND PAINTING ONLY UNLESS
SPECIFIED BY U.S FOREST SERVICE OR
ENGINEER.
SS
15' WIDE 2-WAY
ROADWAY
CONNECT PROPOSED
WATER MAIN
22' WIDE GRAVEL PARKING
AREA
HISTORIC FIRE PIT. DO
NOT DISTURB.
W W
W W
W
W W W W W W W W
W W
W
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WS
WS W
WS
SITE MARKER.
SEE DETAIL
SHEET C-500
CONNECT PROPOSED
WATER MAIN
SS
16' WIDE GRAVEL DRIVEPATH
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 9/2
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PR
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P
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N.
DW
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
SITE PROPOSED PLAN
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-102 004 023
LEGEND
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN POLE
POST
Q100 FLOODPLAIN BOUNDARY
STORMWATER FLOW
DIRECTION
SANITARY SEWER LATERAL
WATER SERVICE LINE
SANITARY FORCE MAINSPOT ELEVATIONX 0000.00
SSL SSL
WS WS WS
FM FM FM
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
BB
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MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
BO
AutoCAD SHX Text
CAP
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text P/T
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text G
WV
1114 1116
1124 1124 1124
100 YEAR BASE FLOOD
ELEVATION
100 YEAR BASE FLOOD
BOUNDARY
V-SHAPED SWALE
DEPTH - 1'
WIDTH-6'
MH
MH
MH
MH
NOTE: MORE INFORMATION CAN BE SEEN IN THE
BLOWUPS OF EACH CAMPING SPUR ON C-105 AND
C-106
W W
W W
W
W W W W W W W W
W W
W
W S
W S
W S
W S
W S
W S
W S
W S
W S
WS
WS W
WS
SS SS SS SS SS SS SS SS SS SS
SSL
SS
SS
SSL
SSL
SSL
SS
L
SS
L
SSL
SS
L
SS
L
SSL
SS
L
SS
L
SSL
SSL
SSL
SSL
SS
SS
SSL SSL
SSL
SSL
SSL
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM
SS
SS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 9/2
3 1 1:
T
MA
RT
IN
X
:\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C -1
P
RO
PO
SE
D
GR
AD
IN
G
PL
AN
.D W
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
PROPOSED GRADING
PLAN
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-103 005 023
LEGEND
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN POLE
POST
Q100 FLOODPLAIN BOUNDARY
STORMWATER FLOW
DIRECTION
SANITARY SEWER LATERAL
WATER SERVICE LINE
SPOT ELEVATION
SSL
WS
X 0000.00
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
BB
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
BO
AutoCAD SHX Text
CAP
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text P/T
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text G
5 6
2 3
ELECTRIC DISTRIBUTION
PANEL
" C
O N
C R
ET
E
C U
LV
ER
T
" C
O N
C R
ET
E
C U
LV
ER
T
" C
O N
C R
ET
E
C U
LV
ER
T
" C
O N
C R
ET
E
C U
LV
ER
T
" C
O N
C R
ET
E
C U
LV
ER
T
" C
O N
C R
ET
E
C U
LV
ER
T 12" CONCRETE
CULVERT
MH
MH
MH
MH
22.5°
11.25°
W W
W W
W
W W W W W W W W
W W
W
W S
W S
W S
W S
W S
W S
W S
W S
W S
WS
WS W
WS 22.5°
PROPOSED 4" Ø
11.25° FITTING (MJ)
PROPOSED 4" Ø
22.5° FITTING (MJ)
PROPOSED 4" Ø
90° FITTING (MJ)
PROPOSED 4" Ø
90° FITTING (MJ)
PROPOSED 4" Ø
22.5° FITTING (MJ)
PROPOSED 4" Ø
45° FITTING (MJ)
PROPOSED 4" Ø
90° FITTING (MJ)
PROPOSED 4" Ø ASTM D-2241, SDR-21 PVC
WATERMAIN (TO BE PLACED AT A MINIMUM
DEPTH OF 42" UNLESS OTHERWISE NOTED)
(TYP)
PROPOSED 2" Ø
BLOWOFF (SEE DETAILS
SHEET C-503)
PROPOSED 4" Ø
GATE VALVE (MJ) WITH
VALVE BOX AND LID
PROPOSED 4" X 4"
Ø TEE FITTING (MJ)
PROPOSED 4" Ø
GATE VALVE (MJ) WITH
VALVE BOX AND LID
EXISTING WATER RESERVOIR TO
HAVE INTERIOR COATING INSTALLED
PER SPECIFICATIONS. NEW
ELECTRICAL COMPONENTS AND
FLOATS TO BE INSTALLED.
PROPOSED SANITARY SEPTIC
TANK SEE DETAIL
48" SANITARY SEWER
REINFORCED CONCRETE
MANHOLE (TYP.)
CONNECT PROPOSED SANITARY
SEWER FORCE MAIN TO EXISTING
SANITARY SEWER FORCE MAIN WITH
CUT-IN 3" Ø SOLID SLEEVE (MJ) (12"
LONG)
PROPOSED PUMP STATION
SEE DETAIL SHEET C-502
CONNECT PROPOSED WATER MAIN TO
EXISTING WATER MAIN WITH CUT IN 4"
X 3" Ø REDUCER FITTING (MJ)
PROPOSED 4" Ø
CAP FITTING (MJ)
NOTE: FULL HEIGHT GRANULAR FILL IS REQUIRED FOR AREAS
WHERE THE PROPOSED WATER MAIN, CULVERT, AND SANITARY
SEWER CROSSES A ROADWAY OR CAMPING SPUR. WATER
DETAILS CAN BE SEEN ON SHEET C-503 AND SANITARY SEWER
DETAILS CAN BE SEEN ON SHEET C-502.
PROPOSED 3" Ø
90° FITTING (MJ)
4" Ø AWWA C901, SDR-9 PE
WATER SERVICE LINE (TYP.)
PROPOSED 6" Ø
90° FITTING (MJ)
6" Ø ASTM D3034, SDR-35 PVC
SANITARY SEWER MAIN (TYP.)
SS SS SS SS SS SS SS SS SS SS
SSL
SS
SS
SSL
SSL
SSL
SS
L
SS
L
SSL
SS
L
SS
L
SSL
SS
L
SS
L
SSL
SSL
SSL
SSL
SS
SS
SSL SSL
SSL
SSL
SSL
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM FM FM FM FM
SS
TWO (2) AIR RELIEF VALVES ARE TO BE REMOVED AND
REPLACED PER SPECIFICATION. LOCATION OF AIR RELIEF
VALVE #1 IS LOCATED APPROXIMATELY 400 FT NORTHEAST
OF THE NORTH SIDE OF THE ROAD AND REQUIRES A LID TO
BE INSTALLED. THE LOCATION OF AIR RELIEF VALVE # 2 IS
APPROXIMATELY 600 FT NORTHEAST OF AIR RELIEF VALVE #1
AND REQUIRES A METER PIT AND A LID TO BE INSTALLED.
4" SANITARY CLEANOUT (TYP.)
PROPOSED 4" Ø
GATE VALVE (MJ) WITH
VALVE BOX AND LID
CONNECT PROPOSED WATER MAIN TO
EXISTING WATER MAIN WITH CUT IN 4"
X 3" Ø REDUCER FITTING (MJ)
PIPE DIAMETERS & MATERIAL
- SANITARY SEWER MAIN - 6" Ø ASTM D3034, SDR-35 PVC
- SANITARY LATERAL - 4" Ø D-1785 SCHEDULE 80 PVC
- SANITARY FORCE MAIN - 3" Ø ASTM D-2241, SDR-21 PVC
- WATER MAIN - 4" Ø ASTM D-2241, SDR-21 PVC
- WATER SERVICE LINE - 34" Ø AWWA C901, SDR-9 PE
4" Ø D-1785 SCHEDULE 80
PVC SANITARY SEWER LATERAL (TYP.)
3" Ø ASTM D-2241, SDR-21 PVC SANITARY SEWER
FORCE MAIN TO BE PLACED AT A MINIMUM
DEPTH OF 42" UNLESS OTHERWISE NOTED (TYP.)
PROPOSED 6" Ø
45° FITTING (MJ)
EXISTING SANITARY SEPTIC TANK
TO BE REMOVED AND REPLACED
PER SPECIFICATION
SS
PROPOSED 4" Ø
45° FITTING (MJ)
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 9/2
3 1 1:
T
MA
RT
IN
X
:\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C -1
P
RO
PO
SE
D
UT
IL
IT
Y
PL
AN
.D W
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
UTILITIES SITE PLAN
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-104 006 023
LEGEND
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN POLE
POST
Q100 FLOODPLAIN BOUNDARY
STORMWATER FLOW
DIRECTION
SANITARY SEWER LATERAL
WATER SERVICE LINE
SANITARY FORCE MAINSPOT ELEVATIONX 0000.00
SSL SSL
WS WS WS
FM FM FM
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text
BB
AutoCAD SHX Text
TEE
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
RED.
AutoCAD SHX Text 90%%d
AutoCAD SHX Text 90%%d
AutoCAD SHX Text
BO
AutoCAD SHX Text
WV
AutoCAD SHX Text
CAP
AutoCAD SHX Text 90%%d
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text 90%%d
AutoCAD SHX Text 90%%d
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text P/T
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text G
IMPACT PAD TO SLOPE AWAY
FROM TENT PAD (TYP.)
IMPACT PAD TO
SLOPE AWAY FROM
TENT PAD (TYP.)
PROPOSED SANITARY
LATERAL (TYP.)
1124 1124 1124
X 1124.15 X 1124.15
2%
X 1126.35
X 1126.25
X
.3
X 1126.35
X 1125.95
.9
X
2%
2%
X 1123.91
X 1124.03 X 1123.91
X 1123.91
X 1123.91
X 1124.15
X 1124.15 X 1124.15 X 1124.03
X
4.
1124.63 X
X 1126.35
X 1126.25
X
.3
X 1126.35
X 1125.95
.9
X
2%
X
4.
X 1126.35
X 1126.25
X
.3
X 1126.35
X 1125.95
.9
X
2%
X
4.
1124.63 X X 1122.15
X 1122.15
X 1124.15
X 1122.15
X 1126.25
X 1124.15
X 1122.15
1126.07 X
.9
X
X 1126.25
1126.07 X
.9
X
X 1126.25
1126.07 X
.9
X
PROPOSED SANITARY
LATERAL (TYP.) PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED WATER
SERVICE LINE (TYP.)
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 S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
SWALE TO BE CONSTRUCTED TO
PROMOTE DRAINAGE AWAY FROM
AND AROUND CAMPING SPUR (TYP.)
SWALE TO BE CONSTRUCTED TO
PROMOTE DRAINAGE AWAY FROM
AND AROUND CAMPING SPUR (TYP.)
SWALE TO BE CONSTRUCTED TO
PROMOTE DRAINAGE AWAY FROM
AND AROUND CAMPING SPUR (TYP.)
.3
X
IMPACT PAD TO
SLOPE AWAY FROM
TENT PAD (TYP.)
TYPICAL CAMPING SPUR
SEE DETAILS SHEET C-500
1126.02 X
.3
X
X 1126.29
X 1125.96 1126.02 X
.3
X
X 1126.29
X 1125.96
1126.02 X
X 1126.29
X 1125.96
SSL
SSL
SSL
SSL
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SSL
SSL
SSL
SSL
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SSL
SSL
SSL
SSL
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
SS
L
IMPACT PAD TO SLOPE
AWAY FROM TENT PAD (TYP.)
PROPOSED SANITARY
LATERAL (TYP.)
IMPACT PAD TO SLOPE
AWAY FROM TENT PAD
(TYP.)
PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED WATER
SERVICE LINE (TYP.)
PROPOSED WATER
SERVICE LINE (TYP.)
X 1115.79
X 1115.91
X 1115.91
2%
1116.75 X
.7
X
.7
X
.7
X
.6
X
.3
X
.3
X
X 1115.81
X 1116.00
1117.72 X
.7
X
.7
X
.7
X
.6
X
.3
X
.3
X
X 1115.67
X 1115.91
2%
X
.52
X
6.
X
6.
X
6.
X 1115.67
.6
X
.3
X
.4
X
.6
X
.3
X
.4
X
X
3.
X
3.
1113.50 X
W WWS
WS
WS
WS
WS
WS
WS
WS
WS
W S
W
W
W
W
W
W
W
WS
WS
WS
W
S
SWALE TO BE CONSTRUCTED TO
PROMOTE DRAINAGE AWAY FROM
AND AROUND CAMPING SPUR (TYP.)
SWALE TO BE CONSTRUCTED TO
PROMOTE DRAINAGE AWAY FROM
AND AROUND CAMPING SPUR (TYP.)
TYPICAL CAMPING SPUR
SEE DETAILS SHEET C-500
TYPICAL CAMPING SPUR
SEE DETAILS SHEET C-500
X 1116.36
1116.42 X
1116.69 X X 1117.33
1117.39 X
X
7.
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/2 0/2
3 1 4:
D
DO
DD
X :\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C
-1
C
AM
PI
NG
S
IT
ES
1-
3 7 -8
.D W
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
CAMPING SPUR PLANS
SPURS #1-3 & #7-8
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-105 007 023
LEGEND
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN POLE
POST
Q100 FLOODPLAIN BOUNDARY
CAMPING SPURS #1-3 PLAN VIEW
SCALE: 1" = 10'
CAMPING SPURS #7-8 PLAN VIEW
SCALE: 1" = 10'
STORMWATER FLOW
DIRECTION
SANITARY SEWER LATERAL
WATER SERVICE LINE
SPOT ELEVATION
SSL
WS
X 0000.00
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text
BO
AutoCAD SHX Text
CAP
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text P/T
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text G
AutoCAD SHX Text
WV
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
5'
4 5 6
X 11
.98
2% 2%
X 1121.40
X 1121.40
1121.40 X
1121.40 X
1121.30 X
1.
0%
X 1121.20
1121.20 X
X 1123.91
X 1122.80
X 1124.03 X 1123.91
X 1123.91
X 1123.91
X 1124.15 X 1124.15
X 1124.15 X 1124.15
X 1124.03
X 1124.03
X 1123.91 X 1123.91
X 1122.86 X 1123.19
1122.86 X
X 1121.40
X 1121.40
1121.40 X
1121.40 X
1121.30 X
1.
0%
X 1121.20
1121.20 X
X 1122.86 X 1123.19
1122.86 X
X 1121.40
X 1121.40
1121.40 X
1121.40 X
1121.30 X
1.
0%
X 1121.20
1121.20 X
X 1122.86 X 1123.19
1122.86 X
1120.82 X
MH
1121.26 X
X 1121.30
1121.16 X
1121.26 X
X 1121.30
1121.16 X
1121.26 X
X 1121.30
1121.16 X
PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED WATER
SERVICE LINE (TYP.)
PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED WATER
SERVICE LINE (TYP.)
IMPACT PAD TO SLOPE
AWAY FROM TENT PAD
(TYP.)
1122.00 X
1122.00 X
1122.00 X
IMPACT PAD TO SLOPE
AWAY FROM TENT PAD
(TYP.)
IMPACT PAD TO SLOPE
AWAY FROM TENT PAD
(TYP.)
TYPICAL CAMPING SPUR
SEE DETAILS SHEET C-500
TYPICAL CAMPING SPUR
SEE DETAILS SHEET C-500
TYPICAL CAMPING SPUR
SEE DETAILS SHEET C-500
1121.34 X
1121.17 X
X 1121.23
1121.34 X
1121.17 X
X 1121.23
1121.34 X
1121.17 X
X 1121.23
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SS
SSL
SSL
SSL
SSL
SS
SSL
SSL
SSL
SSL
SS
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
SSL
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
W S
X 1122.80
X 1118.83
.0
X
X 1119.00
.0
X
.9
X
X
.8
X 1122.24
1118.80 X
1120.82 X
X 1123.50
X 1122.54
X
.3
IMPACT PAD TO SLOPE
AWAY FROM TENT PAD
1.0%
X
.3
7.40%
.9
X
.8
X
.7
X
PROPOSED SANITARY
LATERAL (TYP.)
PROPOSED WATER
SERVICE LINE (TYP.)
IMPACT PAD TO SLOPE
AWAY FROM TENT PAD
(TYP.)
TYPICAL CAMPING SPUR
SEE DETAILS SHEET C-500
.0
X
.9
X
.7
X
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSL SSL SSL SSL SSL SSL SSL SSL SSL
W W
W W
W W
W W
W W
W W
W W
W
W W
W S
WS
WS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 8/2
3 1 4:
T
MA
RT
IN
X
:\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C -1
C
AM
PI
NG
S
IT
ES
4- 6 9
.D W
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
CAMPING SPUR PLANS
SPURS #4-6 & #9
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-106 008 023
CAMPING SPURS #4-6 PLAN VIEW
SCALE: 1" = 10'
CAMPING SPUR #9 PLAN VIEW
SCALE: 1" = 10'
LEGEND
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN POLE
POST
Q100 FLOODPLAIN BOUNDARY
STORMWATER FLOW
DIRECTION
SANITARY SEWER LATERAL
WATER SERVICE LINE
SPOT ELEVATION
SSL
WS
X 0000.00
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text P/T
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text G
AutoCAD SHX Text
WV
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
X 11
.98
X 11
.02
X 11
.47
X 11
.88
X 11
.68
X 11
.33
X 11
.02
X 11
.19
X 11
.44
X 11
.56
X 11
.97
X 11
.58
X 11
.26
X 11
.08
X 11
.76
X 1115.64
X 1114.96
X 1114.10
X 11
.32
EX
EX
1114 1116
PROTECT HISTORIC
SIDWALK
6' WIDE PROPOSED
CONCRETE SIDEWALK
PROPOSED SANITARY
SEPTIC TANK
2%
2%
2.25%
2%
1%
1.6%
GRADE BREAK
2.5%
X 11
.84
1%
1115.70 X
1115.84 X
1115.84 X
X 11
.84 X 11
.84
MH
MH
1 PROPOSED SANITARY
PUMP STATION. SEE
DETAIL SHEET C-502
PROPOSED LEFT HAND
GUNNISION SINGLE CXT. SEE
DETAIL SHEET C-504
1.35%
1%
GRADE BREAK
EXISTING CULVERT TO BE
USED IN PLACE AND
PROTECTED
MH
SIDEWALK TO HAVE STAMP
FINISH TO MATCH EXISTING
HISTORIC SIDEWALK
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 8/2
3 1 4:
T
MA
RT
IN
X
:\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C -1
B
AT
HH
OU
SE
P
AR
KI
NG
L
OT
P
LA
NS
.D
W G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
BATHHOUSE PARKING
LOT PLANS
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-107 009 023
BATHHOUSE PARKING LOT
SCALE: 1" = 10'
LEGEND
W W
E E
SS SS
OHE
WATER LINE
UNDERGROUND ELECTRIC LINE
SANITARY SEWER
OVERHEAD ELECTRIC
TREE
GRILL
WATER VALVE
FIRE PIT
PICNIC TABLE
HYDRANT
LIGHT POLE
UTILITY POLE
SIGN POLE
POST
Q100 FLOODPLAIN BOUNDARY
STORMWATER FLOW
DIRECTION
SANITARY SEWER LATERAL
WATER SERVICE LINE
SPOT ELEVATION
SSL
WS
X 0000.00
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text
MH
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text P/T
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text G
AutoCAD SHX Text
WV
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/1 8/2
3 1 4:
T
MA
RT
IN
X
:\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C -3
S
AN
IT
AR
Y
PR
OF
IL
ES
.D W
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
SANITARY PROFILE
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-300 010 023
SANITARY PROFILE
HORIZONTAL SCALE 1" = 20'
VERTICAL SCALE 1" = 5'
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text
FL IN=1,110.73
AutoCAD SHX Text
FL OUT=1,110.81 FL IN=1,110.91
AutoCAD SHX Text
TOP=1,115.65 PROPOSED SEPTIC TANK
AutoCAD SHX Text
ST
AutoCAD SHX Text
TOP=1,115.41 48" MANHOLE
AutoCAD SHX Text
MH 1
AutoCAD SHX Text
TOP=1,118.16 48" MANHOLE
AutoCAD SHX Text
MH 2
AutoCAD SHX Text
TOP=1,122.82 48" MANHOLE
AutoCAD SHX Text
MH 3
AutoCAD SHX Text
FL OUT=1,114.97
AutoCAD SHX Text
TOP=1,118.65 48" MANHOLE
AutoCAD SHX Text
MH 4
AutoCAD SHX Text
FL OUT=1,111.26 FL IN=1,111.36
AutoCAD SHX Text
FL OUT=1,114.12 FL IN=1,114.22
AutoCAD SHX Text
18.63 FT ~ 6" PVC@ 0.45%
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SEPTIC TANK
AutoCAD SHX Text
PROPOSED SURFACE
AutoCAD SHX Text
PROPOSED SURFACE
AutoCAD SHX Text
EXISTING SURFACE
AutoCAD SHX Text
FULL HEIGHT COMPACTED GRANULAR BACKFILL UNDER ALL PAVEMENT (TYP)
AutoCAD SHX Text
FULL HEIGHT COMPACTED GRANULAR BACKFILL UNDER ALL PAVEMENT (TYP)
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
PROPOSED SANITARY LATERAL CONNECTION
AutoCAD SHX Text
4" SANITARY LATERAL FROM EXISTING BATHHOUSE FL = 1,110.91
AutoCAD SHX Text
TOP=1,115.65 PROPOSED SEPTIC TANK
AutoCAD SHX Text
ST
AutoCAD SHX Text
TOP=1,116.35 PROPOSED LIFT STATION
AutoCAD SHX Text
LS
AutoCAD SHX Text
FL IN=1,107.35
AutoCAD SHX Text
FL OUT=1,108.13
AutoCAD SHX Text
PROPOSED SEPTIC TANK
AutoCAD SHX Text
PROPOSED LIFT STATION BOTTOM = 1,103.35
AutoCAD SHX Text
PROPOSED SURFACE
AutoCAD SHX Text
PROPOSED 45° FITTING
AutoCAD SHX Text
PROPOSED 90° FITTING
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
E
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/2 0/2
3 1 4:
D
DO
DD
X :\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C
-5
C
AM
PS
IT
E
DE
TA
IL
S.
DW
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
CAMPING SPUR DETAILS
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-500 011 023
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
3' SQUARE
AutoCAD SHX Text
ASPHALT SURFACE
AutoCAD SHX Text
6" CONCRETE SURFACE
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
6"
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/2 0/2
3 1 4:
D
DO
DD
X :\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C
-5
D
ET
AI
L
SH
EE
T.
DW
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
DETAILS
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-501 012 023
20.00'
6" INFLOW PIPE
FL = 1,110.73
6" OUTFLOW PIPE
FL = 1,108.135.48'
1.92'
TOP OF SEPTIC TANK - 1,112.65
10.00'
BOTTOM OF SEPTIC TANK - 1,102.65
SECTION A-A
SECTION B-B
10.00'
20.00'
10.00'
6" OUTFLOW PIPE
FL = 1,108.13
6" INFLOW PIPE
FL = 1,110.73
2.50' 2.50'
2~24" Ø MANHOLE
BLOCKOUTS FOR RISERS
PROPOSED GRADE - 1,115.6524" Ø RISER
PLAN VIEW
SEPTIC TANK DETAIL
NOT TO SCALE
24" Ø RISER
GENERAL NOTES:
1. PRECAST STRUCTURE SHALL BE MANUFACTURED IN
ACCORDANCE WITH ASTM C-1227-05.
2. SEPTIC TANK TO BE CONSTRUCTED WITH HIGH
STRENGTH CONCRETE MADE WITH PORTLAND
CEMENT AND ACHIEVE COMPRESSIVE STRENGTH OF
4,000 PSI.
3. ALL STRUCTURES AND COMPONENTS SHALL BE RATED
FOR A MINIMUM H-25/HS-25 DESIGN LOAD.
4. ALL DIMENSIONS SHOWN ARE MEASURED FROM
INTERNAL WALL TO INTERNAL WALL.
5. STORAGE DEPTH IS DETERMINED BASED ON A DESIGN
FLOW CAPACITY OF 4,036 GALLONS PER DAY (BASED
ON EXISTING DRAIN FIELD CAPACITY AND
PERCOLATION DATA).
A AB
B
BAFFLE WALL TO BE 3"
BELOW INFLOW PIPE
AND OUTFLOW PIPE
FLOWLINES
TOP - 1,110.40
BOTTOM - 1,107.80
8.00'
2.60'
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text 6'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 16'-6"
AutoCAD SHX Text
SANITARY SEWER LATERAL HOOKUP
AutoCAD SHX Text
KIOSK PANEL DETAILS
AutoCAD SHX Text
CAMPFIRE RING ON EARTH
6" AGGREGATE BASE
12" Min.
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
7/2 0/2
3 1 4:
D
DO
DD
X :\P
RO
JE
CT
S\
CU
RR
EN
T\
5-
U
SD
A
SH
AD
Y
LA
KE
R
EC
A
RE
A
RE
HA
B\
DR
AW
IN
GS
\C
IV
IL
\C
-5
D
ET
AI
L
SH
EE
T.
DW
G;
(R-8)
SOUTHERN REGION
SHADY LAKE
RECREATION
AREA DAY USE
REHABILITATION
OUACHITA NATIONAL
FOREST
MENA RANGER DISTRICT
DETAILS
07/14/2023
TMM
TMM
RDD
HR 375-3172
C-502 013 023
ATTACHMENT 003
Shady Lake Drawings
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
HIGH LEVEL ALARM
AutoCAD SHX Text
LEAD PUMP ON
AutoCAD SHX Text
PUMP OFF
AutoCAD SHX Text
ELEV - 1,105.35
AutoCAD SHX Text
LAG PUMP ON
AutoCAD SHX Text
ELEV - 1,105.85
AutoCAD SHX Text
ELEV - 1,107.85
AutoCAD SHX Text
ELEV - 1,109.35
AutoCAD SHX Text
ELEV - 1,103.35
AutoCAD SHX Text
INV ELEV - 1107.35
AutoCAD SHX Text
ELEV - 1,116.35
AutoCAD SHX Text
INV ELEV
AutoCAD SHX Text Companion Flange
AutoCAD SHX Text Discharge Pipe
AutoCAD SHX Text Guiderail
AutoCAD SHX Text Sleeve w/ Linkseals
AutoCAD SHX Text Bolt-On Aluminum
AutoCAD SHX Text 90%%d Elbow
AutoCAD SHX Text Tee
AutoCAD SHX Text Cast Iron
AutoCAD SHX Text Float Bracket
AutoCAD SHX Text 304 Stainless Steel
AutoCAD SHX Text w/ (4) Cord Grips
AutoCAD SHX Text NPT Electrical
AutoCAD SHX Text Coupling
AutoCAD SHX Text One Piece Hinged
AutoCAD SHX Text NPT Vent Flange
AutoCAD SHX Text Valvebox Drain
AutoCAD SHX Text w/ PVC Check Valve
AutoCAD SHX Text and Lockable Cover
AutoCAD SHX Text Green Vent
AutoCAD SHX Text Gate Valve
AutoCAD SHX Text Swing Check Valve
AutoCAD SHX Text Cast Iron
AutoCAD SHX Text 3/16" Lifting Chain
AutoCAD SHX Text
BOTTOM
AutoCAD SHX Text Reinforced Concrete Pad on Compacted
AutoCAD SHX Text Aggregate Base on Prepared Subgrade
AutoCAD SHX Text Reinforced Concrete Anti-Floatation Ring
AutoCAD SHX Text Anti-Floatation Ring
AutoCAD SHX Text Reinforced Concrete
AutoCAD SHX Text 3'
AutoCAD SHX Text 3'
AutoCAD SHX Text 4'
AutoCAD SHX Text 4'
AutoCAD SHX Text 9'
AutoCAD SHX Text 6'
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
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SEE SPECIFICATIONS
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SEE SPECIFICATIONS
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NOTE:
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% PASSING:
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SIEVE SIZE:
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MAX.-15%
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AutoCAD SHX Text 25-60%
AutoCAD SHX Text 40-80%
AutoCAD SHX Text 60-100%
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% PASSING:
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SIEVE SIZE:
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WELL GRADED WITHIN THE FOLLOWING LIMITS:
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BACKFILL IN 4" LAYERS OR CRUSHED STONE OR GRAVEL
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2. CAREFULLY PLACED AND COMPACTED SELECTED EARTH
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OF CONCRETE CRADLE OR ENCASEMENT.
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1. SUPPORT PIPE TO PREVENT DISPLACEMENT DURING PLACING
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NOTE 1
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4 - #4 BARS CONT.
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UNDISTURBED EARTH
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EXTEND CONCRETE TO
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CONCRETE IS POURED.)
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(PLACED 12 HOURS AFTER
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BACKFILL - NOTE 2
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WIDTH
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%%UCONCRETE ENCASEMENT
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%%UDETAIL CONCRETE CRADLE
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SECTION A-A
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OUTSIDE BARREL OF PIPE
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OUTSIDE BELL OF PIPE
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ACTUAL EXCAVATION
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MIN.
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NOTE 1
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CONCRETE
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BOTH SIDES & BOTTOM
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UNDISTURBED EARTH
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6" MIN. CONC. KEYED INTO
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CONCRETE IS POURED.)
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(PLACED 12 HOURS AFTER
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BACKFILL - NOTE 2
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WIDTH
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6" MIN.
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TOP OF ROCK
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EXCAVATION
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6" CLR TO ROCK
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EXCAVATION
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ACTUAL LINE OF
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ACTUAL LINE OF
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WIDTH
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D = INSIDE DIA. OF PIPE
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BACKFILL - NOTE 2
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WIDTH
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NOT TO SCALE
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IS GREATER
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SPRING LINE OF PIPE
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EXTRADOS OF PIPE
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CRUSHED STONE OR GRAVEL MEETING
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DESIGNATION C-33 - GRADATION 67
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THE REQUIREMENTS OF ASTM
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%%UPIPE BEDDING IN EARTH
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NOT TO SCALE
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IS GREATER
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4" WHICHEVER
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%%UPIPE BEDDING IN ROCK
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WHICHEVER IS
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GREATER
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MANUFACTURING PLANT.
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INSTALLED AT THE
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A-LOK TO BE
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A-LOK
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GASKET
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INCLUDING INVERT
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PRECAST BASE UNIT
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WATERTIGHT SEAL (TYP.)
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OF MASTIC TO ENSURE A
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"O" RING JOINT OR TWO ROWS
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FOR WATERPROOFING.
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WITH BLACK BITUMASTIC COATING
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DESIGNATION C478, LATEST REVISION,
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TO THE REQUIREMENTS OF ASTM
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PRECAST MANHOLE TO CONFORM
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TO EXCEED 12")
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PRECAST RING(S) (NOT
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ADJUST TO GRADE WITH
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JOINTS FOR VISUAL INSPECTION.
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WIPE MASTIC ON OUTSIDE OF
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TO PROVIDE A WATERTIGHT SEAL.
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SEAL OF SUFFICIENT QUANTITY
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HOLE FRAME WITH A MASTIC
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SEAL PRECAST RING AND MAN-
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AND COVER
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CAST IRON FRAME
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SLOPE (TYP.)
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MASTIC
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6" TYP.
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OF EXCAVATION.
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GRANULAR BASE TO LIMIT
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GRADATION 67. EXTEND
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OF ASTM DESIGNATION C-33
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MEETING THE REQUIREMENTS
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CRUSHED STONE OR GRAVEL
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MINIMUM 4" THICK BASE OF
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%%UTYPICAL MANHOLE
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NOT TO SCALE
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PVC WYE FITTING WITH 45° TAKEOFF
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1 (ONE) PVC 45°VERTICAL ELBOW
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PROPOSED PVC SEWER SERVICE PIPING
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PVC SEWER SERVICE PIPING
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2 LAYERS TAR PAPER WRAPPED AROUND RISER PIPE
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MASTIC SEAL BETWEEN FRAME AND CONCRETE
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CAST IRON FRAME AND LID NEENAH R-1970
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2'-0" MIN.
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CONCRETE
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LINE OF ACTUAL
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EXCAVATION
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SLOPE
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SURFACE
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CONCRETE
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GRADE
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4" THICK
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TO SEWER MANHOLE
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CAP
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%%UCLEANOUT DETAIL
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NOT TO SCALE
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ANGLE VARIES. SEWER PIPE ELEVATION ON PROFILE. CLEANOUT ELEVATION ON PLAN
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NOT TO SCALE
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%%USERVICE CONNECTION
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STANDARD WYE 'Y'
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SEWER PIPE
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2 THIS SHEET
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GRADATION, NOTE
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BACKFILL - SEE
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SELECTED GRANULAR
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WIDTH
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TRENCH
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FINISHED GRADE
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CONNECT TO
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SEE SPECS
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SEWER PIPE
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%%UMANHOLE PLAN
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Z-LOK BY A-LOK PRODUCTS CORP.
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CONNECTION TO BE A-LOK OR
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SLOPE AS SHOWN
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INVERT
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CLAMP
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BAND
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AS REQUIRED
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DEFLECTION ANGLE
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(WHERE RESTRICTED HEADROOM WILL NOT PERMIT TAPERED WALLS)
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%%UDETAIL OF MANHOLE TOP
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TOP
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CONCRETE
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1" CLEAR
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DIA.
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DIA.
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GRADE
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FINISHED
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MASTIC
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%%UPLAN
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2'-0" DIA.
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3-#6 EACH WAY
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GASKET
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(TOTAL WT. 375 LB.) NEENAH R-1643
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%%USELF-SEALING MANHOLE
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%%USECTION B-B
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%%UCOVER AND FRAME (CAST IRON)
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NOT TO SCALE
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%%UPUMP STATION DETAIL
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BURIED WARNING TAPE
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12" BELOW SURFACE
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BURIED WARNING TAPE
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12" BELOW SURFACE
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BURIED WARNING TAPE
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12" BELOW SURFACE
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BURIED WARNING TAPE
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12" BELOW SURFACE
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1. ALL SANITARY SEWER AND STORM SEWER CONSTRUCTION AND MATERIALS SHALL ALL SANITARY SEWER AND STORM SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF U.S. FOREST SERVICE. 2. JOINTING MATERIAL FOR SANITARY SEWER POLYVINYL CHLORIDE (PVC) PIPE SHALL JOINTING MATERIAL FOR SANITARY SEWER POLYVINYL CHLORIDE (PVC) PIPE SHALL CONFORM TO ASTM D-3212 SDR-35. ALL POLYVINYL CHLORIDE (PVC) PIPE SHALL CONFORM TO ASTM D-1785 WITH A SCHEDULE RATING OF 80. AN APPROPRIATE RUBBER SEAL WATERSTOP, APPROVED BY THE GOVERNING AUTHORITY, SHALL BE INSTALLED BETWEEN PVC PIPE AND CONCRETE STRUCTURES. 3.
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