HomeMy WebLinkAbout1995 RICHMOND PRAIRIE UTILITY .pdft
PR
STREET UTILITY li"
,STAR PRAIRIE WISC
bAmEmrftTEMBER 1V95
SHT NO
;HEET
SCHEDULE
DESCRIPTION
1
TITLE SHEET
2
PROJECT
LOCATION MAP
UTILITY
PLAN - CTH H
Q
UTILITY
PLAN - AARON
AVENUE
5
UTILITY
PLAN - AARON
AVENUE
6
UTILITY
PLAN - SARA LANE
7
POND SITE PLAN
6
DETAILS
PLANS PREPARED
LOCATED IN PART OF THE NE 114 OF THE NW 1/4 AND PART OF THE NW 1/4 OF THE NW 1/4*
SFCTION 7n T 31 N. R 17 W. VILLAGE OF STAR PRAIRIE. ST. CROIX COUNTY. WISCONSIN
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STREET & UTILITY % IMPROVEMENTS
STAR PRAIRIE9 WISCONSIN
SCALE- 11=100'
91
CONSTRUCT NEW SAN MH
OVER EXISTING LINE, VERIFY
LOCATION & DEPTH
0+00, 261 LT S, A
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BEND SAWdUT & REPLACE W/ A MINIMUM
0 12" SUBBASE W/ GFOTEXTILE FABRIC
TO -USE" ��A TRENCH -BOX
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CONTRACTOR IS REQUIRED
_j __ � � 3" BSPHALT 8" ASE.-COURSE . - ----- J_
FOR HIGHWAY CROSSINGS T.-H
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--------------
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SCALE: 1`20'
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NS PREPARED BY
STREET & 'UTILITY IMPROVEMENTS - 1995 PLAEnglneers/Archttects
AVMSclentlsts/SurveyorS UTILITY PLAN - CTH H
Owen SAyres & TAR P'RAIRIE, WISCONSIN ASSOCIATES Eau CIaIre, WIsconsInAssocIates Inc. I
AYRES/CADDS St
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J06 110.
R EISLER
11027200
DATE
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JAN 96
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STREET & I I T - PLd�etPREPARED
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rChItects
am ScTentSstS UrV�yors UTILITY
PRAIRIE, I I Owen Ayres & AssaaPatas Inc.
STAR ASSOCIATES Eau Ctatre, Wtscons[n ® rp pyDS c
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NORTH' REFERENCE SHEET N0. 5
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39+96.8, 0 4I+00
____________ ___________ __________x_
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LS 226
CHK.BY,.1.4
JOB N0,
R RISLER
11017200
DATE JAN 96
SCALE V 1"-5'
SEP 95
H 1"=20`
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I:Y{CTINr SANn jaLncn-+8
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PLANS RED BY
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Owen Ayres & Assoctates Inc,
ASSOCIATESEcu Clalre,
POND PLAN
. {... .. >_..
SHEET
AYRES/CARDS Sl-
BACKFILL BACKFILL
AS AS
SPECIFIED SPECIFIED
C,
C
12 12'
INITIAL BACKFILL ZONE
(SAND OR GRAVELS
12
BEDDING*
-------R A OR B
GRANULAR TREtCH CLAY OR ROCK TRENCH
'OR FLEXIBLE PIPE.
BEDDING OBASE12
GRANULAR R X,
BEDDING* i MATERIAL SHALL
D EXTEND TO SPRINGLIKE
WASHED �MIDHEIGHT) OF PIPE. GRANULAR
E BASE*
STONE
aye") E
WET OR UNSTABLE TRENCH POOR SUBSOIL TRENCH
INITIAL BACKFILL ZORE CONCRETE
(SAND OR GRAVEL)
CONCRETE 4'BRICK OR WOOD
BRICK OR WOOD BLOCKING (4")
BLOCKING (4'*)
0 CONCRETE CRADLE CONCRETE ENVELOPE
A-O.D. PIPE - 24"(MAX.) D-4" BELOW BARREL FOR CLAY
B-O.D. PIPE - 18`(MAX.) FOR ROCK 3" BELOW BELL FOR CLAY6" BELOW BARREL FOR ROCK
C=6' MIN. E-DETERMINED BY A/E
STANDARD
TRENCH SECTIONS M201)I
NOT TO SCALE
a
61, O,C.
MAX°
HAND PLACED RIP RAP
smil"k mTA=49UAl oil
NOT TO SCALE
4,90
TIE LAST 3 JOINTS° USE 'IE
BOLT FASTENERS PER JOINT
INSTALLED AT 60' FROM TOP
OR BOTTOM OF PIPE. (CONCRETE
PIPE ONLY).
M2 ?8 12,91(
WIDTH
_"F INSULATION
GRbE
2 LAYERS OF
I- THICK INSULATION
STAGGERED JOINTS
6' MIN
PIPE
PIPE INSULATION DETAIL �N207
NOT TO SCALE
-
12,91
•
FINISHED GRADE
------- >
BACKFILL
-7-
-
7
X2 X 6 X
HARDWOOD BLOCKING
- BEDDING MATERIAL
PIPE DIA.
(INCHES)
_7=SETT ING
(INCHES)
2
6
3
7
4
0
—
6
8
E E12
1 3
2 X 6 X 1'-6"
HARDWOOD BLOCKING
FRONT VIEW
-TIRE DIA.
(INCHES)
X=SETTlNG
(INCHES)
10
17
12
21
-
14
25
—
16
30
BITUMINOUS OR PLASTIC
CEMENT SEALANT TRAFFIC -RATED CASTING:
RIM EL. NEENAH R-1642 W/ TYPE B MACHINED LID.
REP. PLANS OR EOUAL, (APPROX. WT.=330 LBS.)
SANITARY MANHOLE LIDS SHALL BE SELF-
< z SEALING Wr CONCEALED PICK HOLES.
6"-12"
ADJUST FRAME TO GRADE WITH 2" TO 4" THICK
% 27" DIA, PRECAST CONCRETE RINGS. RINGS SHALL BE
REINFORCED WITH WIRE MESH OR #3 STEEL BARS,
STEPS:
MANHOLE STEPS CONFORM TO ASTM C478
AND SHALL BE CAST IRON OR APPROVED STEEL
REINFORCED POLYPROPYLENE.
AS" DIA,
5" FOR 48" DIA. -30, < --- - ----------------------- >
UNLESS OTHERWISE MANHOLE:
6" FOR 60" DIA. SHOWN OR REO'D°
7" FOR 72" DIA. BY PIPE SIZE SEE MANHOLE SPEC. PRECAST CONCRETE AND
REINFORCEMENT SHALL CONFORM TO ASTM C478°
%
JOINT MATERIALCAST-IN-PLACE CONCRETE AND REINFORCEMENT
--/
(SEE SPEC) SHALL CONFORM TO CONCRETE SPEC.
CONE TOP SECTION SHALL BE USED ON 46"
CIA, MANHOLES. UNLESS MINIMUM HEIGHT
CONDITIONS REQUIRE FLAT TOP, FLAT TOP
SECTION MAY BE USED ON MANHOLES 60"
DIAMETER OR LARGER.
BENCH SLOPE
TO BE 1" FT. PIPE SEAL (SEE SPEC)
INVERT EL. -REF. PLANS
III
-------------------- --- F
12THK. (POURED) L— 3" STONE CUSHION REQUIRED UNDER BASE
"
6" THK. (PRECAST) ON WET SUBGRADE.
STANDARD MANHOLE M241
NOT TO SCALE 5/90
G-1
MAIN
TRENCH
HORIZONTAL PAY DISTANCE FOR LATERALS
VARIABLE VARIABLE PROPER
A 11 1/4' OR 22 1/2* BEND 8 AND C - PL G
OR CO
SLOPE AT MIN. TO �/z` MAX. E IST
24" INV. EL. AS DETERMINED FROM PLANS GRANULAR BEDDIt
SERVICE
2" TO 4" WYE STANDARD INSTALLATION WITHOUT RISER
HORIZONTAL PAY DISTANCE FOR LATERALS
PROPEF
SEE STD, VALVE BOX
SETTING DETAIL
1/2 C. Y. OF
WASHED STONE
.
....
6"
MIN
%
GRANULAR BEDDING-1
2 X 12 X
1'-3"
RESTRAINED
HARDWOOD
BLOCKING
JOINTS
(TYPICAL)
STANDARD HYDRANT
SETTING
�M218
NOT TO SCALE
2/94
LONG RADIUS B AND C PLU
FILTER A 90� BEND OR C
FABRIC SLOPE AT MIN- To 1/2" MAX. EXIT
GRANULAR BEDDING
NOTES:
VERTICAL SERVICE RISER BE 7'-0"
A) MIN, DEPT
DRAIN 11 1/4' OR 22 112* BEND UNDER RON
SERVICE TEE OR WYE B) MIN, DEPT
ENCASED IN CONCRETE INV. EL. AS DETERMINED FROM PLANS UNDER ANY
AREAS TO
N. DEPT
STANDARD INSTALLATION WITH RISER C) MIAT PROPER
9'-0" OR
SERVE EXI
DEVELOPME
SANITARY SEWER LATERAL /"M224
t STREET & R/W
TYPICAL CUT SECTION 14"TYPICAL FILL SECTION
12,
2
14 !4 VARIABLE (3:1 MAX.)
EXISTING GRADE .02 X
--- --- ---- .02 %
-
3:1 TO 5:1 2" THK. ASPHALT T.,
1' DP. DITCH (FROM EDGE 6"" THK, BASE COURSE
OF SHOULDER TO BOTTOM GRANULAR SUBBASE (REF.
OF DITCH). SPECIAL PROVISIONS)
TYPICAL HARD SURFACED STREET
D M261
TYPICAL STREET SECTION
NOT TO SCALE 6/90
5X-D" 4 3x"D'
RIP RAP
PIPE DIA.
"D"
-------
---12'" MIN
FABRIC SECTION
RIPRAP STORM SEWER OUTLETS
(M298'
NTS
NOT TO SCALE
WOOD POSTS TO MIN.
4' LG Wt 2' MIN.
OR IN GROUND.—}
BACKFILL & COMPACT
TRENCH WITH
EXCAVATED SOIL,
cc
NOT TO SCALE
011
(Typ)
im
1
s ATTACH THE FABRIC TO
THE POSTS WITH WIRE
STAPLES OR WOODEN
LATH & NAILS.
GEOTFXT
REF W-241 FOR DETAILS OF
NOTE:
STD. MANHOLE CONST. DROP CONNECTION I
CONSTRUCTED WHENE
4' IS GREATER THAN 2
NOTES-
1. RISER TO BE AT LEAST CLASS 54
2. INVERT EL. SET 0.1 FT. ABOVE
4.
INVERT EL.
3. PRECAST HORSESHOES FILLED WIT
4, FITTINGS TO BE AT LEAST CLASS
5. USE CLASS 54 D°I.P. FROM TEE
UNDISTURBED SOIL IN TRENCH
6. BASE SIZED TO PROVIDE 8" ADDI
WIDTH ALL AROUND
7. OTHER MANHOLE CONSTRUCTION DE
BE THE SAME AS STANDAPD MANHO
S. RISER DIAMETER:
MAIN RISER
IV" a.
10" 8®
12, 10,
15, 12'
is, 12,
REFER TO SPEC FOR CLASS OF CONCRETE.
SHEET