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EX.CURBINL18" INV18" INV
T.P 5
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TEN C=860.8y9 I '
I'VAR
EX.
CRBI INLET R.D.C.&U.E.&P.A.E. IES.I8"PVC=839.9
T.C..S.E&L.M.A.E.&B.MY.E
18" R.C.P. E
INV=850.16 J
18" R.C.P. W
INV=R50.06 EX. OUTLET CONTRO #638 I }
VAR p,&U.E.&L. I T.C=853.76 /
I 18" 13 � R.C.P. W I I
wAY I INV=850.73 I I I I
SEX
EXISTING a W
J Hzoz / 23 I I HAMLET BMP I I W 1 3
I \ I I I DRY III
DETENTION I I
A BASIN > w
2 YEAR=852.14 I I
0
44 I 24 / \ \ 10 YEAR=853.10 I I -
\r \ TOP OF ANK=854.8 I 1 1 4 I P.W.P' 1
1 l�'s 9
I1
1'
1 I 125
d 43
61B
I I 21 PAVEMENT WIDTH
e \ rt1 1
� 1 1
_
/ EX. MH. #,IG840 1
T.0-856.93 1 I
8" S.D.R. 35 P.V.0 N /
INV =R4 I \
1 8" S.D.R. 35 P.V.0 W \
,NV.
.V. RI 1 1
R" S.D.R. 35 P.V.0 S
INV=845.63 1
/ � 1
1
II 1
1 � �
1 1 1 50' W
\ 1 1 gq 1
CULTIVATED 11 I
FIELD \ 11
1
_
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EX. CURB INLET w/ 2'SUMP #6 40
T.C=854.23
HOLE #641 15" R.C.P. E \
C=855.06 INV.=849.30
8" R.C.P. E 18" R.C.P. W 1
QV =848.80 INV.=849.20 \
i" R.C.P.
,TV=848.W 70 EX. MH. #JG839 I 1
\
T.C..V.0 9 8" S.D.R. 35 P.V.0 N
INV =844.18
8" S.D.R. 35 P.V.0 E S
INV =844.08
E
WOODED
00
H � m
00
N cn H
870
860
850
840
SCALE: 1 "=40' HOR.
1 "=4' VERT.
26
42 r 1 I r I I I w
1 v' T.C.=854.76
L 27 5' R.C.P. W I I ¢ I
6' MP END SECTI N [NV.=851.06 I I EX. ENDS CTION # 550 c
TO BE RE OV 15" R.C.P. E I 15" R.C.P.
15" R C.P. ✓� INV=850.97 I
INV.-851.. W
VAR. } w
\ 52
41
& S.S.E.
6 AR. \ 64
R.D.E,&
&L.M.A.E. 1 I \ IU B.L. B.L. of
1\� 1 _ I
1 O\ ^ oI O
a CAI 0 A
r r I C4 co m I o W I w pI�C
i
40 29 30 31 D' izlP'��S,2�3
I I 28
1 - I
I 1 � W
39 1 \ \\ I 12" 8553 I 412"CMP=855.94'
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� 1 BLOCKOB'o (PRIVATE)
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6' B� 8¢6 15.0' G 00
�II ;;rF ,, " ` G . MH. F.
193 L.F.12" R.C.P. (a 030"/o T.C.=RJ57.18 �
37 IGH2 I A T 858.10
0 17 B.L. 1T B B.i-
8"
_ INV.=841.28 G TC-857.24'
1 1 I I 10" .R. 35 P.V.0 E W I IE N. & S.18" PVC=838.99'
INV.=841.08
\ / —I &�U.
EX. I ' �/2 /W I
1 E . DBL. CURB r36T #639 \
T.C.=854.07
_12" C.P. SE
' / 35 34 33 32 I s .. A.
O 1 ICK 49.56 79' .Y. / &h j E W
P. W E
V R4 . LET 36 SETEI I
1 C=R54.04
12" R.C.P. S a a
INV.=850.09
t2"R. � D.E.&U.E\ I `� o vA[z_ I 11
\ �5:5&L.M.A.E. I S.L.E. I
\ 10'B.L. 10 .L.
0 5 0 5 w I
HAMLET DRIVE / C) ILLJ
\ wI
/ EX. CURB INLET #635 EX. MH. #JG838 D39
12" R.C.P. N P.W.P. _
E E INV=850.23 E E E E E _8" S.D.R. 35 P.V.0 W 3 3 °"'PI
INV.=842.47 _2 OH_E
8" S.D.R. 35 P.V.0 N r
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EXISTING GRADE
r
PROPOSED GRADE
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193 L.F. 0.30% 12" R.C.P. CLASS III
852.4
851
145 L.F. 0.25% 15" R.C.P. CLASS III
1.50
\
51.86
8" S.D.R. 35 P.V.0
INV.=848.34
HYDRAULIC GRADE LINE
34 L.F. 0.2
15" R.C.P.
UP INV.=i
DOWN IN
870
860
850
i%
LASS III
51.50
J.=851.41
840
N
w +
N N Q
870
860
[—
PROPOSED GRADE
EX. EMP CONC. END SECTION
TO I IE REMOVED
Ex. 15" R.C.P.
EXISTING GRADE
850 i 850
��121 L.F. 0.27%
15" R.C.P. CLASS III
HYDRAULIC GRADE LINE UP INV.=851.41
DOWN INV.=851.38
840
SCALE: 1 "=40' HOR.
1 "=4' VERT.
CONTRACTOR SHALL VERIFY DEPTHS OF ALL
EXISTING ONSITE UTILITIES PRIOR TO
CONSTRUCTION TO CONFIRM THERE IS NOT
ANY CONFLICTS WITH OTHER UTILITIES, STORM
SEWERS OR STREETS. CONFLICTS AFTER
CONSTRUCTION BEGINS ARE SOLELY THE
CONTRACTOR'S RESPONSIBILITY.
DENOTES FULL DEPTH
GRANULAR BACKFILL
(SEE DETAIL 10-31 ON
SHEET C802)
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50' 0 25' 50' 14
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1"=50FT
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ST0EPPF�'•,.
No.
19358
ate'; STATE OF
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ALL STORM STRUCTURES TO RECEIVE SOLID LID o z w
CASTINGS ARE TO BE CONSTRUCTED TO PROVIDE ONE 4"
RISER RING NO MORE, NO LESS TO ACHIEVE PLAN RIM a
GRADE. 3 z a o Q
Q�WP H
ALL YARD INLETS ARE TO BE CONSTRUCTED AT A > °a
TOLERANCE OF +0.00' TO -0.20' OF PLAN GRADE. o C4 Cj
ALL STORM SEWER CASTINGS SHALL BE LABELED Z
"DUMP NO WASTE -DRAINS TO WATERWAY"
ALL SSD'S (SUBSURFACE DRAINS) WILL NEED TO BE
DOUBLE WALL SMOOTH BORE PERFORATED (HDPE) PIPE.Ln
H
DEBRIS GUARDS ARE TO BE INSTALLED ON ALL OPEN O �� N Cj
01
ENDED INLETS. M
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CR
FOR STORM STRUCTURE SIZING AND CASTING TABLE SEE J Z Zco
DETAIL D-18 ON SHEET C802.z Cl
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ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY , a
SHALL BE RCP CLASS III. a o M
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FOR INSTALLATION OF STORM UNDER CITY STREETS AND W L U Ln rL
COVER REQUIREMENTS, SEE SHEET No. C802 ON THE 00
a
TRENCH DETAIL. O
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED a
PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL p"
BE THE PAVEMENT SECTION THICKNESS (ALL
BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE •
SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES
SHALL THE COVER ALONG ANY PART OF THE PIPE FROM '
THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE
PIPE BE LESS THAN 2.5 FEET.
V
STORM SEWER NOTE
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 AND 10 FPS OR GREATER (AT FULL FLOW
CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT
THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING
THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED
TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND
AS APPROVED BY THE CITY OF CARMEL.
STORM SYSTEM
STORM SEWERS FOR THIS DEVELOPMENT WILL BE PRIVATE.
Know what's below.
Call before you do
*errr * " rr*� ,%pV1 y.
Indiana Underground Plant Protection Service
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DRAWN BY:
ADG
CHECKED BY:
BAH
SHEET NO.
C600
S & A JOB NO.
60160HAM-S2