HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 22230
15 L.F. -6"
WYE LAT.
STA. 2 +38
229
15 L.F. -6"
WYE LAT.
STA. 3 +36
228
15 L.F. -6"
WYE LAT.
STA. 0 +49
227
15 L.F. -6"
WYE LAT.
STA. 1+47
226
15 L.F. -6"
WYE LAT.
STA, 2 +45
225
22 L.F. -6"
WYE LAT.
STA. 2 +95
WATER (TYP.)
MISSISSNEWA DRIVE T
1
EX. LAT.
STA. 0 +00
239
93 L.F. -6"
WYE LAT.
STA. 0 +10
DATUM ELEV
760.00
238
75 L.F. -6"
WYE LAT.
STA. 1 +13
231
15 L.F. -6"
WYE LAT.
STA. 0 +94
INATERMAIN
l' 8" S.D.R. 35 P.V.C. W.
INV.= 763.98 (AS— BUILT)
CONTRACTOR SHALL VERIFY
PRIOR TO CONSTRUCTION
NOTE: FINAL BACKFILL FOR ALL RCP INSTALLATIONS
UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL
BE B- BORROW FOR STRUCTURE BACKFILL MEETING
THE MATERIAL REQUIREMENTS OF THE INDOT AND
SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS
TO NOT LESS THAN 95% STANDARD PROCTOR
DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL
PLACED. THE BACKFILL FOR THE TOP 6- INCHES
OF THE EXCAVATION BELOW THE START OF THE
AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE
NO. 53 STONE MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT AND SHALL BE
COMPACTED TO NOT LESS THAN 95% STANDARD
PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP
INSTALLATIONS GREATER THAN 5 -FEET OF
PAVEMENT SHALL BE CLEAN FILL MATERIAL FREE
OF ROCKS LARGER THAN 6- INCHES IN DIAMETER,
FROZEN LUMPS OF SOIL, WOOD OR OTHER
EXTRANEOUS MATERIAL, COMPACTED IN 12 -INCH
MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD
PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE
EXCAVATION.
0.42%
237
75 L.F. -6"
WYE LAT.
STA. 2 +04
NOTE: BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR
ALL RCP INSTALLATIONS SHALL BE B- BORROW FOR
STRUCTURE BACKFILL MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT. BEDDING SHALL BE
PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER
THE PIPE IS INSTALLED TO GRADE AND LINE,
THERE REMAINS A 4 -INCH MINIMUM DEPTH OF
MATERIAL BELOW THE PIPE BARREL AND A MINIMUM
OF 3- INCHES BELOW THE BELL. FOR PIPE SIZES
66- INCHES AND LARGER, THE MINIMUM DEPTH OF
MATERIAL BELOW THE PIPE BARREL SHALL BE
6- INCHES. BEDDING, HAUNCHING AND INITIAL
BACKFILL SHALL BE COMPACTED IN 6 -INCH
MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD
PROCTOR DENSITY FOR THE ENTIRE DEPTHOF THE
MATERIAL PLACED. THE BACKFILL SHALL BE
BROUGHT UP EVENLY ON BOTH SIDES OF THE
PIPE FOR THE FULL LENGTH OF THE PIPE.
HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF
THE PIPE. THE LIMIT OF INITIAL BACKFILL SHALL BE
6- INCHES ABOVE THE SPRINGLINE. MINIMUM
TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER
OF THE PIPE PLUS 18- INCHES.
0 15" R.C.P.
INV.= 773.88
236
75 L.F. -6"
WYE LAT.
STA. 2 +89
EXISTING GRADE
235
75 L.F. -6"
WYE LAT.
STA. 3 +81
SCALE: 1"=50' H OR.
1"-=5' VERT.
PROPOSED GRADE
234
75 L.F, -6"
WYE LAT.
STA. 0 +86
12" R.C.P.
INV.= 773.15
233
75 L.F. -6"
WYE LAT.
STA. 1+76
0.42%
232
75 L.F. -6"
WYE LAT.
STA. 2 +66
231
84 L.F. -6"
WYE LAT.
STA. 2 +84
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
SCALE: 1"= 50'
V I SLOPES PER T-E TE\
S -ALL PREVAIL I\ ALL CAS
244
15 L.F. -6"
WYE LAT.
STA. 1+40
DATUM ELEV
765.00
WATER (TYP.
FJ
(SA
STA. 7 +25
243
15 L.F. -6"
WYE LAT.
STA. 0 +94
W &N 242
15 L.F. -6"
WYE LAT.
STA. 0 +04
OT -S
FULL DEPTH GRA \ULAR BAC <F LL SHALL BE
I\STALLED 0\ ALL SEWER LATERAL STREET
CROSSI \GS COMPACTED 3 -R I.D.O.H. STA \DARDS.
STATE STA \DARDS
-S
CO \TRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEME \TS AS S -OW A MINIVUM OF 5 FT.
A \D A MAXIMUv OF 6 FT. OF COVER OVER LATERAL
TERMI \ATIO\I.
ALL v1A \HOL`S TO BE CO \STRCCTE3 WITH O\E
4" RISER RI \G \O vORE, NO LESS TO ESTABLISH PLA\ CASTI \G GRADE.
LL DEPTH GRA
\9)
SCALE: 1 =50' HOR.
1"=5' VERT.
U LAR BAC
O
�o J�
00 Z Q
II
z
U Q
(/)F cn l
GRADE
8
EXISTING GRADE
PROPOSED
1 1
1 1
159 L.F. 1.00 I I
73.6 4 S.D.R. 35 P.V.C.
72.05 I
8" S.D.R. 35
INV.= 770.72
8" S.D.R. 3.
INV.= 770.82
FI LL
P.V.C. W.
P.V.C. N.
w
0
(i)
z
w
z
SHEET NO.
JOB NO.
43405S5
rn
230
15 L.F. -6"
WYE LAT.
STA. 2 +38
229
15 L.F. -6"
WYE LAT.
STA. 3 +36
228
15 L.F. -6"
WYE LAT.
STA. 0 +49
227
15 L.F. -6"
WYE LAT.
STA. 1+47
226
15 L.F. -6"
WYE LAT.
STA, 2 +45
225
22 L.F. -6"
WYE LAT.
STA. 2 +95
WATER (TYP.)
MISSISSNEWA DRIVE T
1
EX. LAT.
STA. 0 +00
239
93 L.F. -6"
WYE LAT.
STA. 0 +10
DATUM ELEV
760.00
238
75 L.F. -6"
WYE LAT.
STA. 1 +13
231
15 L.F. -6"
WYE LAT.
STA. 0 +94
INATERMAIN
l' 8" S.D.R. 35 P.V.C. W.
INV.= 763.98 (AS— BUILT)
CONTRACTOR SHALL VERIFY
PRIOR TO CONSTRUCTION
NOTE: FINAL BACKFILL FOR ALL RCP INSTALLATIONS
UNDER AND WITHIN 5 -FEET OF PAVEMENT SHALL
BE B- BORROW FOR STRUCTURE BACKFILL MEETING
THE MATERIAL REQUIREMENTS OF THE INDOT AND
SHALL BE COMPACTED IN 6 -INCH MAXIMUM LIFTS
TO NOT LESS THAN 95% STANDARD PROCTOR
DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL
PLACED. THE BACKFILL FOR THE TOP 6- INCHES
OF THE EXCAVATION BELOW THE START OF THE
AGGREGATE SUBBASE OF THE PAVEMENT SHALL BE
NO. 53 STONE MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT AND SHALL BE
COMPACTED TO NOT LESS THAN 95% STANDARD
PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP
INSTALLATIONS GREATER THAN 5 -FEET OF
PAVEMENT SHALL BE CLEAN FILL MATERIAL FREE
OF ROCKS LARGER THAN 6- INCHES IN DIAMETER,
FROZEN LUMPS OF SOIL, WOOD OR OTHER
EXTRANEOUS MATERIAL, COMPACTED IN 12 -INCH
MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD
PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE
EXCAVATION.
0.42%
237
75 L.F. -6"
WYE LAT.
STA. 2 +04
NOTE: BEDDING, HAUNCHING, AND INITIAL BACKFILL FOR
ALL RCP INSTALLATIONS SHALL BE B- BORROW FOR
STRUCTURE BACKFILL MEETING THE MATERIAL
REQUIREMENTS OF THE INDOT. BEDDING SHALL BE
PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER
THE PIPE IS INSTALLED TO GRADE AND LINE,
THERE REMAINS A 4 -INCH MINIMUM DEPTH OF
MATERIAL BELOW THE PIPE BARREL AND A MINIMUM
OF 3- INCHES BELOW THE BELL. FOR PIPE SIZES
66- INCHES AND LARGER, THE MINIMUM DEPTH OF
MATERIAL BELOW THE PIPE BARREL SHALL BE
6- INCHES. BEDDING, HAUNCHING AND INITIAL
BACKFILL SHALL BE COMPACTED IN 6 -INCH
MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD
PROCTOR DENSITY FOR THE ENTIRE DEPTHOF THE
MATERIAL PLACED. THE BACKFILL SHALL BE
BROUGHT UP EVENLY ON BOTH SIDES OF THE
PIPE FOR THE FULL LENGTH OF THE PIPE.
HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF
THE PIPE. THE LIMIT OF INITIAL BACKFILL SHALL BE
6- INCHES ABOVE THE SPRINGLINE. MINIMUM
TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER
OF THE PIPE PLUS 18- INCHES.
0 15" R.C.P.
INV.= 773.88
236
75 L.F. -6"
WYE LAT.
STA. 2 +89
EXISTING GRADE
235
75 L.F. -6"
WYE LAT.
STA. 3 +81
SCALE: 1"=50' H OR.
1"-=5' VERT.
PROPOSED GRADE
234
75 L.F, -6"
WYE LAT.
STA. 0 +86
12" R.C.P.
INV.= 773.15
233
75 L.F. -6"
WYE LAT.
STA. 1+76
0.42%
232
75 L.F. -6"
WYE LAT.
STA. 2 +66
231
84 L.F. -6"
WYE LAT.
STA. 2 +84
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
SCALE: 1"= 50'
V I SLOPES PER T-E TE\
S -ALL PREVAIL I\ ALL CAS
244
15 L.F. -6"
WYE LAT.
STA. 1+40
DATUM ELEV
765.00
WATER (TYP.
FJ
(SA
STA. 7 +25
243
15 L.F. -6"
WYE LAT.
STA. 0 +94
W &N 242
15 L.F. -6"
WYE LAT.
STA. 0 +04
OT -S
FULL DEPTH GRA \ULAR BAC <F LL SHALL BE
I\STALLED 0\ ALL SEWER LATERAL STREET
CROSSI \GS COMPACTED 3 -R I.D.O.H. STA \DARDS.
STATE STA \DARDS
-S
CO \TRACTOR SHALL EXTEND SEWER LATERALS
THRU EASEME \TS AS S -OW A MINIVUM OF 5 FT.
A \D A MAXIMUv OF 6 FT. OF COVER OVER LATERAL
TERMI \ATIO\I.
ALL v1A \HOL`S TO BE CO \STRCCTE3 WITH O\E
4" RISER RI \G \O vORE, NO LESS TO ESTABLISH PLA\ CASTI \G GRADE.
LL DEPTH GRA
\9)
SCALE: 1 =50' HOR.
1"=5' VERT.
U LAR BAC
O
�o J�
00 Z Q
II
z
U Q
(/)F cn l
GRADE
8
EXISTING GRADE
PROPOSED
1 1
1 1
159 L.F. 1.00 I I
73.6 4 S.D.R. 35 P.V.C.
72.05 I
8" S.D.R. 35
INV.= 770.72
8" S.D.R. 3.
INV.= 770.82
FI LL
P.V.C. W.
P.V.C. N.
w
0
(i)
z
w
z
SHEET NO.
JOB NO.
43405S5