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SHEET NO.
DESCRIPTION
1 TITLE SHEET
2 STREET PLAN
3 SANITARY SEWER & WATERMAIN PLAN
4 STORM SEWER PLAN
5 DETAIL SHEET
6 TREE PRESERVATION PLAN
7 GRADING, DRAINAGE & EROSION CONTROL PLAN
LEGEND
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STORM SEWER
WATERMAIN
SANITARY SEWER
STORM SEWER
WATERMAIN
HYDRANT
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EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT L ❑CATION OF ANY AND ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, HE AGREES TO BE FULLY RIESPONSIBLE
FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL EXISTING UTILITIES.
I HEREBY CERTIFY THAT THIS PLAN OR SPE= CIFICATION WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PR❑FES;SIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA,
DATE 7 ' 7-Qs REG. NO / /
CITY SUBMISSION COPY
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TYPE "B" (4'-O"±)
NOTE:
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50'
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12.5 12.5 1
I
PROFILE
CRAKE 1
DES" V MOO.
i CURB & GUTTER
a "Crown
FT--•- I /2" /FT.
2 R'jLLS SODDING !! BLACK DIRT 6' TY► L 1 Vf 02341 BITUMINOUS WEARING COURSE
(a MII! ) D SEED BALANCE OF I TACK COAT
S'REET SECTION,
S• 02331 BITUMINOUS SASE COURSE
s- CL s AGGREGATE BASE (100% C RUSH ED ROCK)
is AGGREGATE SUBBASE
TYPICAL STREET SECTION
SnACT BA xrw.L
TYPKALI.cIOEWAL 1
use special adaptors
for cast Iron to p.v. c
In this a
4f C.1. S. P. i,pv.C.
bends, 1/860/16
10' Min. depth or
as required to serve property
4" C.1.s.p.
or p.v.c.
7
I
MINIMUM OF
ADJUSTMENT
20" DIAMETER
CAST OPENING
PLAN
'SECTION A -
CATCHBASIN
CURB INLET FRAME AND
CURB BOX NEENAH
NO.R -3067 V WITH
3" RADIUS AND TYPE DR
OR DL VANE GRATE
DEPENDING ON THE DIRECTION
OF FLOW.
(TYPE DR IS SHOWN)
NOTE:
REINFORCING TO CONSIST OF
�
#4 BARS AT 8" 0• C.
BOTH WAYS
METAL PLATE TO BE INSTALLED
ON ALL INACTIVE SYSTEMS.
PLATE TO BE REMOVED.
WHEN OUTLET IS CONNECTED.
Z
USE A DOUBLE LINE OF RAM-NM
GASKET BELOW THE PLATE.
M w PLATE SHALL NOT EXTEND SEYON
N STRUCTURE.
NOTE:
TYPE "A" (3' - 6 " ±)
TYPE "B" (4'-O"±)
NOTE:
CURB BOXES INSTALLED IN AREAS
WHERE BOULEVARD IS TO BE CUT AT
z A LATER DATE SHALL BE INSTALLED
AT DEPTH REQUIRED. CURB BOX EXTENSION
FOR BOXES EXCEEDING 7.5' IN LENGTH
>_ ARE TO BE BID AT CONTRACT UNIT PRICE
AND SHALL INCLUDE STACK COUPLINGS,
Q. CONNECTIONS, ETC.
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D.I.P. WAl
GAT',
GATE VALVE
CON(
COLL
PLAN
CURB INLET FRAME AND CURB BOX
NEENAH NO.R -3067 W /VANE GRATE
AND 3" RADIUS CURB BOX
FLOW LINE SHALL BE MIN. 0.7'
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MANHOLE COVER TO BE 48" DIA.
MINIMUM OF TWO 2" CRETEX TYPE I1 WITH 24" X 36
ADJUSTING RINGS SQUARE OPENING
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BOLT TO APRON 6 FROM
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kST CONCRETE RINGS H - BARS
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DF OPENING AS REQUIRED z. BOLTS ARE GALVANIZED
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TRASH GUARD FOR
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Curb and Cutter
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50'
25
12.5 12.5 1
I
PROFILE
CRAKE 1
DES" V MOO.
i CURB & GUTTER
a "Crown
FT--•- I /2" /FT.
2 R'jLLS SODDING !! BLACK DIRT 6' TY► L 1 Vf 02341 BITUMINOUS WEARING COURSE
(a MII! ) D SEED BALANCE OF I TACK COAT
S'REET SECTION,
S• 02331 BITUMINOUS SASE COURSE
s- CL s AGGREGATE BASE (100% C RUSH ED ROCK)
is AGGREGATE SUBBASE
TYPICAL STREET SECTION
SnACT BA xrw.L
TYPKALI.cIOEWAL 1
use special adaptors
for cast Iron to p.v. c
In this a
4f C.1. S. P. i,pv.C.
bends, 1/860/16
10' Min. depth or
as required to serve property
4" C.1.s.p.
or p.v.c.
7
I
MINIMUM OF
ADJUSTMENT
20" DIAMETER
CAST OPENING
PLAN
'SECTION A -
CATCHBASIN
CURB INLET FRAME AND
CURB BOX NEENAH
NO.R -3067 V WITH
3" RADIUS AND TYPE DR
OR DL VANE GRATE
DEPENDING ON THE DIRECTION
OF FLOW.
(TYPE DR IS SHOWN)
NOTE:
REINFORCING TO CONSIST OF
�
#4 BARS AT 8" 0• C.
BOTH WAYS
METAL PLATE TO BE INSTALLED
ON ALL INACTIVE SYSTEMS.
PLATE TO BE REMOVED.
WHEN OUTLET IS CONNECTED.
Z
USE A DOUBLE LINE OF RAM-NM
GASKET BELOW THE PLATE.
M w PLATE SHALL NOT EXTEND SEYON
N STRUCTURE.
NOTE:
TYPE "A" (3' - 6 " ±)
TYPE "B" (4'-O"±)
NOTE:
CURB BOXES INSTALLED IN AREAS
WHERE BOULEVARD IS TO BE CUT AT
z A LATER DATE SHALL BE INSTALLED
AT DEPTH REQUIRED. CURB BOX EXTENSION
FOR BOXES EXCEEDING 7.5' IN LENGTH
>_ ARE TO BE BID AT CONTRACT UNIT PRICE
AND SHALL INCLUDE STACK COUPLINGS,
Q. CONNECTIONS, ETC.
O
a
QLJ
c�+
w
EXISTING GRADE N
PROPOSED GRADE FILL AS NECESSARY AT
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w
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m
a
0
w
a
5
O
w
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a
3-1/2
VALVE BOX SETTING TO
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AND AT GRADE IN TURF
VALVE BOX TO BE
TO HAVE 6" ADJUSTI
UP AND DOWN FROM
FINISH GRADE
D.I.P. WAl
GAT',
GATE VALVE
CON(
COLL
PLAN
CURB INLET FRAME AND CURB BOX
NEENAH NO.R -3067 W /VANE GRATE
AND 3" RADIUS CURB BOX
FLOW LINE SHALL BE MIN. 0.7'
BELOW TOP OF CURB
MANHOLE COVER TO BE 48" DIA.
MINIMUM OF TWO 2" CRETEX TYPE I1 WITH 24" X 36
ADJUSTING RINGS SQUARE OPENING
w_
Ir
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SECT ION A -A
CONCRETE CATCH BASIN
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FORESTER: DATE:
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY
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ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL EXISTING UTILITIES.
I HEREBY CERTIFYTHAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER
MY DIRECT SUPERVISION AND THAT I AM DULY REGISTERED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF MINNESOTA.
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