HomeMy WebLinkAbout004_C1.2 UTILITY PLAN_4-17-19 I
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000 Sheet 3 of 5
HOPE LUTHERAN CHURCH
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MINOR SUB 235A o �m
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7 a 1
10 m P
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10'PUBLIC UTILITY � O`c u
EASEMENT PER PLAT [SW53'25"E] 20.0'REAR YARD SETBACK
— - - - - - - - - - - - - __ 238.20091'06'35 (R)
II x —x—x—x—x —x —x—x— — -
- — — — — — — — — — — — — — —
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BUILDING #1 INV.®BUILDING=as6s.20
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U I 4 NITS Ar III I
FFE=4993.00 _
BUILDING 2
I I I INV.I I BUILDING=4988.58 m 3 UNITS # o o
FFE=4994.00
25.0'SETBACK
2.75'-3'OF COVER.INSTALL(3)
I 2"THICK SECTIONS OF INSULATION PER PLAT
II FOR 46 LF(SEE NOTE) a
QI
I S-4'OF OVER.IINSTALL(2)2"THICK SECTIONS
I OF INSULATION FOR 35 LF(SEE NOTE) QT 1
I I 7,206 Sq.Ft
0837 Acr
I COMMON OPEN w
I 4'-5'OF COVER.INSTALL(1)2"
SPACE I I THICK SECTION OF INSULATION m
FOR 32 LF(SEE NOTE) Z
S-4'OF C INSTALL(2)2" UJI
I I y THICK SECTIONS OF INSULATION
FOR 29 LF(SEE NOTE) Q
01 a =I01
4 OF COVER.INSTALL(1)2•THICK
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THICK SECTION OF INSULATION I W o b FOR 24 LF(SEE NOTE) N =
I 20.0'PUBLIC UTILITY
Il EASEMENT PER PLAT r�
I - 1.0' NO ACCESS
Ip,�K • STRIP PER PLAT rT,
5.0'SIDE YARD o:
I SETBACK f >X L_J J_J L-J L_J ° ° PROPOSED GAS,ELECTRIC,AND FIBER SERVICE
I INV.®BUILDING=4988.60 TO UNITS.CONTRACTOR TO COORDINATE
I a s f INSTALLATION OF SERVICES WITH NWE.
4'-5'OF COVER.
I I a INSTALL(1)2"THICK BUILDING #3 O
SECTION OF INSULATION 4 UNITS
FOR 16 LF(SEE NOTE) FFE=4994.75
II `,'OQ� INSTALL 4"SANITARY SEWERI CLEANOUTS I W
I 1 AT
STANDARD NSTALL CURB
OCATION PER DAETAILTER S 3/IC2E0 ; QQ� OQF. (REFEON R TOE UNES WHERE SHOWN
DETAIL O/C2.0)(TYP.) • ° °
IINSTALL 8"SANITARY SEWER CLEANOUL ON � ^OM.I.Q\Q�
EXISTING 8"SEWER STUB PER DETAIL 10/C2.0
INSTALL(3)4"DIA.SDR-2 1 PVC SANITARY SEWER SERVICE PIPES I I I I I _ • ° ° S5
I ON EXISTING 8"SEWER STUB AS SHOWN.
I CONTRACTOR TO VERIFY DEPTH 0=8'SEWER STUB.
(APPROXIMATE ELEVATION OF 8"INVERT AT TIE IN LOCATION=4986.53- L-
1 I 10.0'PUBLIC UTILITY
I � — 8.0' .. 15.0'SETBACK
EASEMENT PER PLAY '#
_ I I EXISTING SIDEWALK �I11.,0 NO ACCESS STRIP 1V Oor 1�TH AV F+y C
Vl
L
25 MPH SIGN 'NO PARKING TO G�
- -- -----
-L-----�G GP I1
w EXISTING 4"WATER SERVICE STUB TO
B.M.FND-YPC
BE REMOVED AND CAPPED AT THE TEE
SOUTHBRIDGE DRIVE U
INSTALL 1.5"TYPE K COPPER WATER SERVICE
CONNECTIONS OFF OF 8"WATER MAIN PER DETAIL 13/C2.0
SAW CUT ASPHALT OVER WATER SERVICE CONNECTIONS AND PATCH TO MATCH EXISTING STREET SECTIO O
(fi"OF 1.5"MINUS CRUSHED GRAVEL,3"BITUMINOUS ASPHALT SECTION)
— — — — — — — — — — — —
SANITARY SEWER MH
RIM ELEV.=4,995.53'
FLOW IN(S)=4,986.43'
_ FLOW IN(N)=4,986.42' Scale !n Feet O
FLOW Our(E)=4,986.12' ° 20 0 20
6 0 6
Scale In Meters
UTILITY PLAN contour Intervals: If Foot
NOTE: C1.2 SCALE:1"=20'
1. INSULATION TO BE INSTALLED OVER SANITARY SEWER
SERVICE PIPES TO BE RIGID FOAM BOARD INSULATION.
PRODUCT SHALL BE FOAMULAR 600 OR APPROVED EQUAL.
Issue Date:4/17/2019
Cim2
#190104