HomeMy WebLinkAbout04100001 SP - Cherry Creek Estates, Section 5, Site Plan, pg 26W— in�
P
CO F- LLIN N(
1 Zo M 0 r t
m II
cN U(
U(nF
I
I
T.C.= 777.82
HGL= 773.84
CURB INLET
STR. ij838
CURB INLET
STR. #833
T.C.= 778.22
HGL= 774.95
MANHOLE
STR. 834
't CY) F-
r� -Irn1
1-
II II o
UU Q�
F-= >-(n
T.C.= 777.40
HGL= 775.32
EXISTING
YARD INLI
STR. 483
N CV
r` N-
II J
UCH
F-
EXISTING GRADE
w
PROPOSED GRADE
C.P. W.
6 (AS- BUILT
C.P. N.
ei
jil.�ill
7 7E
30
0.40%
15"
10
L.F.
R.C.P.
EXISTING
GRADE PROPOSED GRADE
GRADE
cJ
105 L.F. 0.40% 12" R.C.P.
5"
149 1.5 77 410
71
imMIIIIIM1
am
15 R
7 67 50
�L��'
0.40%
12" R.C.P.
0
8" WATERMAIN
6 (AS- BUILT)
DR SHALL VERFI
CONSTRUCTION
0
8 WATERMAIN
0 36 L.F.
0.40%
12" R.C.F
P.V.C.
772.19
EX. 15" R.C.P.
INV.= 771.87 (AS- BUILT)
CC)NTRACTQR HAI I VERIFY
PRIOR TO CONSTRUCTION
0
8"
INV.=
764. 4
18" R.C.P.
8" WATERMAIN
8" S
INV.=
D. R. 35
765.17
P.V.C.
13
F
J
O
I i r
1 -i N)
Z
Q
m
u)LO
(0 0)
U(n
I
I
T.C.= 777.82
HGL= 773.84
CURB INLET
STR. ij838
c
r
i
1
T.C. =77 /.82
HGL= 773.90
MANHOLE
STR. 839
ON H--
u 0 WO
QO re) z001
I--
N N
1 111 0
C -jj Q1-
F2 �(nl
T.C. 777.40
HGL= 774.24
EXISTING
YARD IN
STR. 8
NN
NN
II J
U C'
1-Z
w
L
EXISTING
GRADE PROPOSED GRADE
GRADE
cJ
L.F.
L.F. 0.70% 12" R.C.P.
�i mot^
30 L.F.
0.40%
12 R.C.P.
S.D.R. 35
766.49
2.1
15 R
7 67 50
773 X3'9
105 L.F.
0.40%
1 2" R.C.P.
.'1
150 TT72
8 WATERMAIN
0 36 L.F.
0.40%
12" R.C.F
P.V.C.
772.19
EX. 15" R.C.P.
INV.= 771.87 (AS- BUILT)
CC)NTRACTQR HAI I VERIFY
PRIOR TO CONSTRUCTION
0
8"
INV.=
764. 4
18" R.C.P.
8" WATERMAIN
LAI)d
oz
Z :r`
1=m
X D -00
WU(n1
I N
c o (..0 Zco
11 III CO
jI- U(-D
U(nF-
2 tri
(oco
11 11
L N?N
J
z co (.0o
m
cm-=
co
r•
11 11
U0
J
Z �f
0
(Y
(nf
T.C. 711.00
HGL= 767.25
w
EXISTING GRADE\
PROPOSED
GRADE
cJ
L.F.
138 L'F
50
2.1
15 R
7 67 50
.'1
38
0.40%
""764.
P. W.
1
R SHALL VERIFY
JNSTRUCTION
764.19
3 F
0.38%
21 R.C.P.
764. 4
18" R.C.P.
8" WATERMAIN
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.
EX. 27" R.
INV. =764.1
CONTRACTO
PRIOR TO C
SCALE: 1"=50' HOR.
1"=5' VERT.
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.
780
770
DATUM ELEV
760.00
227
228
1
50'
30'
cn
B -B
R/W rl
rl
09)
STORM SEWER NOTE
SCALE: 1"=50' HOR.
1 =5' VERT.
233
234
235
DENOTES FULL DEPT
(SA\D)
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER
DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF
CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS.
DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY
DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD
APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE
CITY OR CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL
BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH
DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON
AS— BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF
PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES
IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS
(AT FULL FLOW CAPACITY) SHALL REQUIRE AS —BUILT
CERTIFICATION AT THE TIME OF CONSTRUCTION. THE
CONTRACTOR IS INSTRUCTED TO AS —BUILT EACH SECTION OF
STORM PIPE AS IT IS BEING INSTALLED TO ENSURE
COMPUANCE WITH THE DESIGN PLANS. AND AS APPROVED BY
THE CITY OF CARMEL.
GRA
JLAR BAC
FI LL
790
780
770
DATUM ELEV
765.00
EX. 21" R.
INV. =771.1
EX. 15" R.
INV. =771.1
CONTRACT
PRIOR TO
230
186
_ill•111111IMMI
fi
t
30'
83
R/W
B -B
T
rt
237
238
SCALE: 1"=50' HOR.
1"=5' VERT.
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO -0.20'
SCALE: 1"= 50'
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."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING NO MORE, NO LESS TO ESTABLISH PLAN CASTING GRADE.
ALL EXISTING OFF -SITE DRAIN TILES THAT ARE
ENCOUNTERED SHALL BE TIED INTO THE PROPOSED
STORM SEWER SYSTEM WITH A POSITIVE OUTFLOW
790
780
770
DATUM ELEV
765.00
++1+1
J�O GISTEl�FO �,p
5 No. s
19358
-o STATE OF �Q
'',,'1 1 11111 111++
co
o N
co m
6 Q
U
0
0
Z
J
0
N
0
J 1 1
II
SHEET NO.
JOB NO.
43405S5
0
m
2
w
Q
O
0
U.1
ON
0
z
0
z
1n
CC
w
1n
LL
z
0
z
C600
SURVEYORS
CONSULTING ENGINEERS
REVISE PROFILES
REVISE PROFILES
REVISIONS