HomeMy WebLinkAbout04080060 116th Street Center, Site Construction Plans pg. 0946
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16 +00 15 +00
BENCHMARK
RM 209 -1. CHISELED SQUARE CUT IN SOUTHERN DOWN STREAM
HEADWALL OF CSX RAILROAD (NOW MONON TRAIL). CULVERT
FOR CARMEL CREEK
ELVE. 829.43
1. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED.
2. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION
CONNECTED TO THE WYE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED.
3. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHALL EXTEND TO WITHIN
5 FEET OF THE BUILDING LINE.
1. ANY PIPE INSTALLED AT LESS THAN MINIMUM GRADE AS SPECIFIED BY TEN STATES
STANDARDS WILL NOT BE ACCEPTED BY THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT.
2. ALL SANITARY SEWER WITH LESS THAN 6.5 FEET OF COVER TO HAVE AT LEAST
ONE INFILTRATION /EXFILTRATION TEST AFTER ALL UTILITIES HAVE BEEN
INSTALLED. THIS DCAM REQUIREMENT WILL BE COMPLETED PRIOR TO ACCEPTANCE FOR
PUBLIC MAINTENANCE UNLESS WAIVED BY DCAM.
3. S.E. EXCLUSIVE SANITARY SEWER EASEMENT D. U.E. DRAINAGE AND UTILITY
EASEMENT D.S.& U.E. DRAINAGE, SANITARY SEWER AND UTILITY EASEMENT
4. MANHOLES PROPOSED TO BE INSTALLED IN UNPAVED AREAS SHALL BE CONSTRUCTED
SUCH THAT THE TOP OF CASTING (T.C.) IS A MINIMUM OF THREE (3) INCHES ABOVE
THE FINISHED GRADE TO PREVENT PONDING OF WATER OVER THE CASTING. POSITIVE
DRAINAGE AWAY FROM THE MANHOLE SHALL BE PROVIDED.
5. THE LOWEST FINISHED FLOOR ELEVATION SERVED MUST BE ONE (1) FOOT ABOVE THE
TOP OF CASTING (T.C.) OF EITHER THE UPSTREAM OR DOWNSTREAM MANHOLE PER
SECTION 13.02.A.2 OF THE CLAY TOWNSHIP REGIONAL WASTE DISTRICT STANDARDS FOR THE
DESIGN AND CONSTRUCTION OF SANITARY SEWERS, MAY 1989,
NORTH
1" 50' HORIZ.
1" 5' VERT.
C
'Bench wall must extend across the entire width
of the manhole with a grouted flow transition at
far wall to the top of bench wall."
GENERAL NOTES:
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LATERAL NOTES:
14 +00
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GRANULAR f
BACKFILL i f
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REQUIRED
REQU RED
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351 LF OF 8" PVC SDR -35 1.57%
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/PROPOSED 8 9
WATERMAIN
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13+00
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840,
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NISHED 1_0 3R
EI..F`V. 651.50
STREET
.00R
l .50
FINISHED FLOOR
ELEV, E.V. 853.50
S I D M1EC ISLAND (WEST
STORMTT.CH UNDERGROUND ST0RAL#:
29 ROWS x 12 CNAL1DERS ((146901
BOT O&i x 01 4 UN f E 8113
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REF T
uniu Lam L au r_r117 :u L7.ZTyrI1;.LZ7
'PIPE I
CLEAN OUT
TC. 853.5
NV. ELEV. 547.00
EAST 116th STREET
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STREE "B ssu 7 "i7
STGRMTEC ISLAND
STORMLTECH UNDERGROUND STORAGE
19 ROWS x it CHAMBERS (91'x80')
BO UNL 295
2 rr:
0
10 .7
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(72 J)
rs-
UGT
12 +00
FIN SHED I-1 t` ''12
853., 0
TYPE I
CLEAN OUT
TC. 853.3
INV. ELEV. 847
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PROPOSED 21" RCP
INV. ELEV. 843.59
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ALL BENCHWALLS MUST EXTEND TO
CROWN OF HIGHEST INFLUENT PIPE.
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325 LF OF 8" PVC SDR -35 0.45%
10 +00
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40" ACMPTirar
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72 LF OF 8" PVC
SDR- 35 0.45%
9 +00
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PR OR TO BACKFILLING
SURVEYOR TO OBTAIN
ACCURATE HORIZONTAL
STUB LOCATION WITH I
CONTRACTOR MUST COORDINATE WITH
AN UPSTREAM AS -BUILT INVERT ELEVATION AND
LOCATION. CONTRACTOR TO MARK END OF
AINTED GREEN 2 "X4
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PROPOSED 15" RCP
INV. ELEV. 844.44 //r"
1///////'
/VJ/ PROPOSED 15" RCP/
/INV. ELEV. 842.41
PROPOSED 8" PVC SDR- 35'/,
(E) INV. ELEV. 837.79
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8 +00
7 +00
EXISTING SANITARY MANHOLE
T.C. ELEV. 849.99
BENCHWALL ELEV. 835.99
INV. 8' PVC E. 835.56
INV. 8 PVC W. 835.51
354 LF OF 8" PVC SDR -35 0.45%
TYPE I
CLEAN OUT
TC. 851.0
i NY. ELEV. 548.00
CONTRACTOR MUST FIELD
VERIFY ELEVATION OF EXISTING
WATER MAIN AND FIBER OPTIC
PRIOR TO CONSTRUCTION.
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/PROPOSED 12"
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WAT RMAIN
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BY OTHERS
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6 +00
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CONTRACTOR COR E EX I /r L� STING MAN HE AND INST A LL
PRESS WEDGE II BOOT. CONTRACTOR INS
J BE C
N
t-i W F LL EtSTiNG r A i TH
r E XT N E x lv1ANr iC;'LI= WNrCFi SI -iALL
T O TH R CROWN E N 0 E C 0 F THE, H INFLUENT J I
D 0 HIG EST
,CONTRACTOR MUST CONTACT 'CARMEL AFTER COMPLETION
EON FIRST JOI TO OBTAIN AS -BUILT ,INVERT ELEVATION/
'OF THE CORE. AFTER COMPLETION OF WORK, C
'MUST VACUUM, TEST MANHOLE. f' /;'`'�,/r,,/
FINISHED FLOOR
ELEV. 851.50
UGE
27/ 7
COMPACTEt
GRANULAR
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BACKFILL
/REQUIRED
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5 +00
870
850
840
860
1-i
EXISTING 8" SANITARY MAIN
(E) INV. ELEV. 835.56
\-EXISTING 8" SANITARY MAIN
(W) INV. ELEV. 835.51
Sanitary c ut sewer shall be open for
-J
installation t
o and Contractor must keep
at least one travel lane oven at all times
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REVISIONS
DRAWING: 2308501
DATE: 12/16/05
PROJ. NO.: 2308
DRAWN BY: MG
SHEET NO.:
C501
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