W911SA23B2014 Attachment 2 - Drawings - PREP GARRISON OPS SUP AREA SITE INSTL UTILITIES.pdf

G0.1

Fort McCoy, Wisconsin

700 BLOCK

CANTONMENT

EXPANSION

NOTES

A. ANY UTILITIES AND STRUCTURES SHOWN ON PLAN

DRAWINGS ARE APPROXIMATE IN LOCATION AND

DESCRIPTION AND ARE BASED ON RECORDS AVAILABLE

TO THE GOVERNMENT OR ON SURFACE FEATURES

INDICATING THEIR EXISTENCE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT

SHOWN. THE LACK OF UTILITIES ON PLAN DRAWINGS IS

NOT AN INDICATION OF A UTILITY-FREE PROJECT SITE.

B. NOTIFY ALL AFFECTED UTILITY COMPANIES OF

CONSTRUCTION OPERATIONS AT LEAST THREE

WORKING DAYS BEFORE BEGINNING WORK NEAR THEIR

FACILITIES. DO NOT BEGIN EXCAVATION WORK UNTIL

UNDERGROUND UTILITY LOCATIONS HAVE BEEN

MARKED OR THE UTILITY COMPANY HAS SENT NOTICE

THAT THE AREA IS CLEAR.

10/4/2022

FALLS

SPARTA

LYME

LAFAYETTE

ANGELO

GREENFIELD

ADRIAN

LINCOLN

McCOY

FORT

MILITARY

RESERVATION

Sparta

McCoyFort

Angelo

Kirby

Tunnel City27

94S

I

Q

IB

Q I

A T M

M

M

G

O

E

E

A

61 6

1 6

1 6

Cataract

Cr

R.

Sparta Cr.

Cr

Be av er C r.

Cr.

Stillwell Cr.

Tarr

R.

Silver

Cr.

La C ro ss e

Squ aw

Cr.

Sp en ce r

Cr

Soper

Cr.

Du sti n

Cr.

Rathbone

L.

Dell Hazel

Wood Alder

L.

Tomah L.

ley

Bai

1 6

Le m on w ei r

RIVER ST. TRAIL

ELROY

SPARTA

A

II

BC

AA

CM

ET

OO

G0.2

LOCATION MAP1

GENERAL NOTES2

C1.1EXISTING SITE PLAN1

C1.2REMOVAL PLAN1

C1.3EROSION CONTROL PLAN1

C1.4 Scale: 1:60

PROPOSED SITE PLAN1

INV. 908.5

C1.5GRADING PLAN1

ST

A

1+

.1

TC

8.

, 0.0'

PLAN AND PROFILE STA 100+50 - 117+501

C1.6

5+

.7

TC

2.

, 0.0'

ST

A

9+

.7

TC

3.

, 0.0'

C1.7

3+

.0

TC

4.

, 0.0'

ST

A

5+

.4

TC

2.

, 0.0'

C1.8

C1.10FUTURE SITE PLAN (FOR REFERENCE ONLY)1

C1.11FUTURE GRADING PLAN (FOR REFERENCE ONLY)1

C5.1

ROCK TRACKING PADA

SILT FENCEB

TEMPORARY DITCH CHECK (BIO ROLL)C

EROSION MAT AND SODE

INLET PROTECTION TYPE AD

C5.2

CLASS "B" BEDDINGF

RCP FLARED END SECTION J

WATER SERVICEH

FIRE HYDRANTI

GATE VALVE & BOXM

DRAIN TILE CLEANOUTL

P

-4" +

D

EP

TH

"D

8" MIN.

48"

58" 27"

K P

DIMENSIONS

W H

T 9"

GF

96" 9"

E

8" 84"

D

7" 72"

MANHOLE TYPE

27" 113" 27"

T

100" 27"

86" 27"

H

8" 8"

B

5"

K

8"

102"

119"

C 60" 6"

72" 27"

8" 10" 10"

2-4 2" THICK ADJUSTING RINGS

PAVEMENT OR

GROUND LINE

W

16" BARREL SECTION

PRECAST SECTIONS

W/WATER TIGHT

GASKETS AT ALL

JOINTS

STEEL REINFORCED

PLASTIC OR

ALUMINUM STEPS

MANHOLE CASTING

NEENAH R-2501 OR EQUAL

3/8" BELOW FINISHED GRADE

USE REDUCTION

SECTION FOR

MANHOLES 60"

DIAMETER OR

LARGER WHERE

DEPTH ALLOWS

STORM MANHOLEK

TRENCH INSTALLATIONG

2' SUMP

12" WIDE, 6" THICK

CONCRETE MAINTENANCE RING

C5.3

TYPICAL INVERT DETAILSN

GRADE

RISER WHEN REQUIRED.

SEE RISER DETAIL.

MAIN SEWER

WYE

1/8" TO 1/4" FALL PER FOOT

DEPTH AS REQUIRED

TO SERVE PROPERTY

PLUG W/ END CAP

(INCIDENTIAL TO SERVICE)

OR CONNECT TO EXISTING SERVICE

TRACER WIRE FROM WYE TO END OF NEW SERVICE

BRING TO SURFACE IN TEST BOX (SEE SPEC)

ALLOW 2' EXCESS WIRE COILED BENEATH BOX

(WIRE AND BOX INCIDENTAL TO SAN SERVICE)

NOTE:

INSTALL NEW RISER TO MAINTAIN

A MINIMUM 8' COVER OVER SANITARY

SEWER SERVICE PIPE. PROVIDE 4"

OF INSULATION OVER SANITARY SEWER

SERVICE IF LESS THEN 8' DEEP, AS

DIRECTED BY ENGINEER.

CONTRACTOR TO RECORD

TIES TO EACH SERVICE

CONNECTION. PROVIDE

TO ENGINEER

SANITARY SEWER SERVICEO

PLAN

27"

ECCENTRIC PRECAST

CONE SECTION

5"MIN.

SECTION

6" PRECAST

4'-0"

3/8" BELOW FINISHED GRADE

GASKET JOINTS

16" BARREL SECTION

INTEGRALLY

CAST BOOT

RUBBER GASKETS

ALL JOINTS, JOINTS

SHALL BE

WATERTIGHT

STEEL REINFORCED

PLASTIC OR

ALUMINUM STEPS

16" O.C. IN LINE

BASE TO BE CAST INTEGRALLY

WITH BOTTOM BARREL SECTION

GROUT BOTTOM �12 DIAMETER

OF PIPE, SLOPE UP 3" TO

MANHOLE WALL

4' -0

VA

R

IE

S

PRECAST INVERT

NOTE: ALL MANHOLES TO BE CL 3

RCP ASTM SPEC C 478

CASTING NEENAH R1642

OR EQUAL

2-4 2" THICK ADJUSTING RINGS

SANITARY MANHOLEP

BENDS AS

NECESSARY

SEE SERVICE

IMBED RISER IN TRENCH

45° BEND

3/4" MINUS ROCK

BEDDING

LE

N

G

TH

V

AR

IE

S

WALL, SLOPE VARIES

DETAIL

WYE

NOTE:

FOR SIZE AND TYPE OF

MATERIALS SEE SPECS.

TRACER

WIRE

CONNECT TO EXIST

SERVICE PIPE

SEWER SERVICE RISERQ

NTS

ROCK CUT DITCHR NTS

BIORETENTION BASIN TYPICAL CROSS SECTIONS NTS

TYPICAL GRAVEL SECTIONT

PROPOSED TREATED 8' 4"X4" MARKER BURIED AT 4'

AND PAINTED GREEN

12" WIDE, 6" THICK

CONCRETE MAINTENANCE RING

12" WIDE, 6" THICK

CONCRETE MAINTENANCE RING

C5.4

3 STRANDS 4 POINT

BARBED WIRE

TOP RAIL WITH

WIRE TIES

BRACE

BOTTOM RAIL

(WHEN SPECIFIED)

REINFORCING WIRE

38" TRUSS ROD

MINIMUM

CONCRETE

SEE NOTE 1

MULTIPLES OF 10'

WITH TOP RAIL

AND BOTTOM RAIL WHEN

SPECIFIED.

CONCRETE

SEE NOTE 1

GATE SINGLE OR DOUBLE SWING

SIZE AS REQUIRED

CONCRETE

SEE NOTE 1

34" X 10'-0" COPPER WELD GROUND ROD

WITH #2/0 BARE CONDUCTOR CLAMPED

TO POST AND ROD

NOTES:

1. CONCRETE DIA. SHALL BE 4 TIMES THE DIA. OF THE POST.

2. IF LINE POSTS IN CONCRETE ARE REQUIRED,

THEY WILL BE SPECIFIED IN EACH TASK ORDER.

3. IF BOTTOM RAILS ARE REQUIRED,

THEY WILL BE SPECIFIED IN EACH TASK ORDER.

NTS

SINGLE ARM, GATE, FENCE AND BARBED WIRE MOUNTING DETAILSU

NTS

FENCE SECTION ELEVATIONV NTS

PULL/CORNER POST ASSEMBLYW