HomeMy WebLinkAbout0288.97.1GAS ELECTRIC
INDIANA GAS COVPANY
INDIANAPOLIS POWER & LIGHT
P.O. BOX 1700
25 MONUMENT CIRCLE
NOBLESVILLE, IN 46060
INDIANAPOLIS, IN 462D6
(317) 776 -5531
(317) 261 -5264
TE 'PHONE
STORM SEVER
INDIANA BELL TELEPHONE CO.
CARMEL CITY. ENGINEER
5858 NORTH COLLEGE AVENUE
1 C'V1C SQUARE
IND ANAPOLIS, IN 46220
CARMEL, !N 46032
(317) 252 -4265
(317) 571 -2441
CABLE TV
STREETS
JONES 'NTERCABLE
CARMEL CITY ENGINEER
516 EAST CARMEL DRIVE
1 C V1C SQUARE
CARVE -, IN 46032
CARMEL, IN 46032
(317) 848 -4726
(317) 571 -2441
WATER
SANITARY SEWER
CARMEL CITY LT,LTIES
CARMEL CITY UTII -!TES
1 CIVIC SQUARE
1 CIVIC SOLARE
CARMEL, IN' 46032
CARMEL, IN 46032
(317) 51' -2442
(3'7) 571 -2442
UT1L! -Y HCTL,NE WITHIN INDIANA
1 -800- 382 -5544
Oil, -SwE
'NDiANA 1- 800 - 428 -52)C
The s ze one ocat:on o` utllities are per Pans and iocct ors prov aed nT te
rmec ve jt'It compar es All jUlity
companies shall De -a' flea o or ,a a,y
excavator for e'C ocat on of sewkes.
STORM SEWER TABLE
STIR #
STA
OFFSET LT /RT
TYPE
TC
INVERTS
104
20 +90.92 "A"
15.00' RT
CURB INLET
768.37
765.58(E & W)
105
20 +90.93 "A"
15.00' LT
CURB INLET
1 768.37
1 765.76(W)
106
29 +73.'5 "A"
15.00' RT
CURB INLET
768.65
765.54(E & W)
107
29 +729 "A"
15.00' LT
CURB INLET
768.65
765.78(W)
NOTE:
SANITARY SEWER CONSTRUCTED
WITH BAYHILL SECTION 3a. SEE
S.E.C. JOB # 810.13.
LEGEND-
Existing Storm Sewer
---� -- New Storm Sewer
Existing Sanitary Sewer w /Existing Laterals
000.0
Denotes Elevation and
Approximate Pad Size
Swale
R 000.00 Swale
- -- - L - 6" Subsurface Drain w /4" Lateral Connection
GENERA_ NOTES:
'T S'ALL BE THE RESPONS91L,TY OF EACH
S'�91CCNTRACTOR TO VER'�' ALL EXISTING
_TIES AND CONDITIONS PEP 'AiNING TO HIS
PHASE OF WORK. IT S -A_, ALSO BE THE
SLBCCNTRACTOR'S RESPONS 9 _'TY r0 CONTACT
THE OWNERS OF THE VAR OUS _TILT;ES FOR
PROPER STAKE _CCATION O� EACH UTILITY
BEFORE WORK IS STARTED. -t,F SUBCONTRACTOR
SI,-k L NOTIFY IN WRITING ' -E OWNER OR THE
ENG•NEER OF ANY CHANGE S, OMISSION'S, OR
ERRORS FOUND ON THESE `?_ANS OR IN FIELD
9E ORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS t'DR CITY OF CARMEL
REGIONAL WASTE DISTRICT S -A; i APPLY FOR
AL_ SANITARY SEWERS.
3. ANY PART OF THE SANITARI OR S`ORM SEWER
TRENCHES RLNNING UNDER ='AVER AREAS TO BE
BACKFiLLED WITH GRANULAR N,A'ER.AL.
4. TPE S ZE AND OCATiON OF ; X SING .71LITIES
S -CWN ARE PER NFORMA- ON PROVIDED BY THE
RESPECTIVE UTILITY COMPAN' S. ALL UTILITY
COMPANIES SOU_D BY NC- D PRIOR TO ANY
EXCAVATION FOR ELC LOA ON Cr SERVICES.
5. S D:-WA'-KS SHAL'_ BE NON- <E NFORCED
CONCRETE 4" 'HICK (6' TH CK AT DR VEWAYS,
AND 4' !N WIDTH.
6. 4' CONCRETE SERVICE WA! K ACROSS RONTAGE OF
,AC- _CT `C BE CONSTR_C - BY C- -+ERS.
7. - EMPORARY TRA_, C CCN -ROL DURING
CONSTR C -0N
TO CONFORM 'C APP_'CABLE
-01-AL AND STATE STAN 'DAK :S
B. A L_ CONSTRUC7 CN AC 'V'T" , --IS S 7 TO BE
PtR=CRV -D 'N 11MPL,ANCE W - APP CABLE
C.S.H.A S-ANDA.RCS POR WORK-R SA ETY.
9. CONTRACTOR SHALL M'NIM ZF. DAMAGE TO
EX STING TREES.
ASSUMED NORTH
SCALE: 1 * =50'
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED: 1 -14-91
BENCH DARKS
TBM CUT A ON SOUTHEAST CORNER OF 116th STREET
BRIDGE OVER COOL CREEK
ELEV.-748.1113
TBM BENT SPIKE ON CENTERLINE OF 116th STREET AT
THE NE. CORNER OF THE NW 1/4 OF SEC. 33- 1BN -4E
ELEV.- 786.14
EXISTING
BAYHILL - SECTION 2
66 ;.
65
EXISTING STORM SEWER
(2 RCP)
64
EXS7NG S�VTARY SEWER
754.1 754.7 210.83`
b
CONSTRUCT STORM MANHOLE AT'END
New Sanitary Sewer
CH EX. PUNT,
(Laterals are shown for reference only
EWER. EXISTING
See Sanitary Plan & Profiles for Locations)
Existing Contour
Existing Elevation
o00.00
New Pavement Grade
LO
I 00
All Other Finish Grades
(000.00)
Corrected Grades
0
Storm Structure Number
D
Sanitary Structure Number
Flow Arrow
000.0
Denotes Elevation and
Approximate Pad Size
Swale
R 000.00 Swale
- -- - L - 6" Subsurface Drain w /4" Lateral Connection
GENERA_ NOTES:
'T S'ALL BE THE RESPONS91L,TY OF EACH
S'�91CCNTRACTOR TO VER'�' ALL EXISTING
_TIES AND CONDITIONS PEP 'AiNING TO HIS
PHASE OF WORK. IT S -A_, ALSO BE THE
SLBCCNTRACTOR'S RESPONS 9 _'TY r0 CONTACT
THE OWNERS OF THE VAR OUS _TILT;ES FOR
PROPER STAKE _CCATION O� EACH UTILITY
BEFORE WORK IS STARTED. -t,F SUBCONTRACTOR
SI,-k L NOTIFY IN WRITING ' -E OWNER OR THE
ENG•NEER OF ANY CHANGE S, OMISSION'S, OR
ERRORS FOUND ON THESE `?_ANS OR IN FIELD
9E ORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS t'DR CITY OF CARMEL
REGIONAL WASTE DISTRICT S -A; i APPLY FOR
AL_ SANITARY SEWERS.
3. ANY PART OF THE SANITARI OR S`ORM SEWER
TRENCHES RLNNING UNDER ='AVER AREAS TO BE
BACKFiLLED WITH GRANULAR N,A'ER.AL.
4. TPE S ZE AND OCATiON OF ; X SING .71LITIES
S -CWN ARE PER NFORMA- ON PROVIDED BY THE
RESPECTIVE UTILITY COMPAN' S. ALL UTILITY
COMPANIES SOU_D BY NC- D PRIOR TO ANY
EXCAVATION FOR ELC LOA ON Cr SERVICES.
5. S D:-WA'-KS SHAL'_ BE NON- <E NFORCED
CONCRETE 4" 'HICK (6' TH CK AT DR VEWAYS,
AND 4' !N WIDTH.
6. 4' CONCRETE SERVICE WA! K ACROSS RONTAGE OF
,AC- _CT `C BE CONSTR_C - BY C- -+ERS.
7. - EMPORARY TRA_, C CCN -ROL DURING
CONSTR C -0N
TO CONFORM 'C APP_'CABLE
-01-AL AND STATE STAN 'DAK :S
B. A L_ CONSTRUC7 CN AC 'V'T" , --IS S 7 TO BE
PtR=CRV -D 'N 11MPL,ANCE W - APP CABLE
C.S.H.A S-ANDA.RCS POR WORK-R SA ETY.
9. CONTRACTOR SHALL M'NIM ZF. DAMAGE TO
EX STING TREES.
ASSUMED NORTH
SCALE: 1 * =50'
TOPOGRAPHY BY
LOBO AERIAL SURVEYS
COLUMBUS, IN
DATED: 1 -14-91
BENCH DARKS
TBM CUT A ON SOUTHEAST CORNER OF 116th STREET
BRIDGE OVER COOL CREEK
ELEV.-748.1113
TBM BENT SPIKE ON CENTERLINE OF 116th STREET AT
THE NE. CORNER OF THE NW 1/4 OF SEC. 33- 1BN -4E
ELEV.- 786.14
EXISTING
BAYHILL - SECTION 2
66 ;.
65
EXISTING STORM SEWER
(2 RCP)
64
EXS7NG S�VTARY SEWER
754.1 754.7 210.83`
b
CONSTRUCT STORM MANHOLE AT'END
40 I
i
\ EXISTING 46
\ 68
+�
BAYHILL - SECTION 2
NOTE: I 117` 1
SWALE IS EXISTING. BUILT AS E
PART OF SECTION 2. GRADES
ARE SHOWN FOR REFERENCE ONLY. 36 / j� �s� / 45 10' D.U.&S.E
t , 198.03'
7h6 2�1C ti 765.2 _ �,� x \� `' E 7/ �T 4._ EXISTING SWALE & 6' SSD BUILT HP - _
- - - / / \- o' D.U. &s E _ _ 4 76� MATH BAYHILL SECTION 2. GRADES - - -- - -- - - - - - - -
32. t6'
--- 772.6 � ,KH -a' a. 76 0
10' - - -- -----
r
7XID ,� - - j, 4c �2' -
ARE SHOWN FOR REFERENCE ONLY.
_ _ --
- C4.tl9 + 76 a 7 -
T - -- - _ -�_ - -_ __ - - -- ao - - 1 •![.'. 4' -_ -- \ \- 7 a � -� 1 011 d• � � \
106 t 107 -� _y 4 - -- - -
3 W- - - - - -- 3 0 RISER �l'9
\: 108 i
3a
_j
109 116 I
./' 1 Lo
0.5 ?70,5_.............
..._ _ 1� u,
. c � �_ s
77 I l 1771.0 � 1 SN
11 sD
'' I
h � �_
_0 76 .0 105 1 .4 � 12 113 0 j 14 ?86"
.41
1 i ;
j r 114 /
I -- -- _ � :v �
t Y . 5 � _
-.
3 ' B. S.
t 20 D S &U.E -_�
2' S2' 42 E4 , _ �� 1 �'; 95 ;
1 � /
c
,j
L.P.= --
s
_ as
,
0 �'C= 20 +25.f4 20 +9 21 00
-1 _ - --
--- .-� ; c r � :., , 771.0
` �0 _ doJ.�. F 271
i (768.37 �6 - f -t1 +51 10 ��! Yc �• 77 .5 DO 03, 1 �,_ 6P ? - j5
F w .82 08.69 8.42 2? p t� "-�'• � fi' _6 41.5 __ _ - - �""`..`" 5' -" �� �''
-0.507 �76B� 6 0 -_ ..�° /
- -- - - e -t --��` - -
;0.0-
! 0 �Q 2 25 � 68.93 PC-22+91 PC= 25}69.01 � +75 26 1
/ X l. 60.72' .51 00
.96 2 o 7L WHILL 2 /944 _10
15 0
� b
7h ,
a / /
�.
_ ��-
[7J -- - - - - - -
_ -- c
16 G6' } z.. -., _ ., n "� � •� =J9, 28 f 00 _ _ - _ �' �0 '� /
�
_
_ -
�+
-- s =� l
L ! + 770 5 _ 1 77 5 35_ e. - - - - -- - -- - i ?�9��, �,�� �5 ; _ _ --
1 7 •
11 - r, /sae-
I
1
15'
S �
Y, � I 771.5
G -
a - -- of 78 77 7
- - _
��.
� � JS �
r
84 L
1 CJ2 I 1 I 8� - h rI I i
T - 3
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•- - U. day E.
PATHWAY
n
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'r
- -._- ____� /� .. 3 1. ,:. :''+ _ _._ -.. -_ _.__ - - - _..____ -.. -_ - - _ - -_._ '_'- - _„••__- - - _ - -_ -L -._- __-
i
T
LAKE
NORMAL POOL ELEV 7b5 OQ � ��-
-,. , ._• -_ , �_ - , '.. -� , -�� --766.05 t r
100 YR FLOOD FIE
Ai FO`RL11K,1E7 C�ONSr"Y74 114 -0,I)V 116N r -_
by
t. SrNlJriDI -R 1 N(A' N1 -I k1PNG ;, ;,'t'. JO[3 r;"q10
:
HOLEY MOLEY SAYS,
" DON'T
DIG
Bowe»
1 -800- 382 -6644
CALL TOLL FREE
1- 800 - 428 -6200
FOR CALLS OUTSIDE OF INDIANA
1 {�
T. C.
T 753.0
I
I°
11
I
y L
NOTE:
SWALE IS EXISTING. BUILT AS
PART OF SECTION 2. GRADES
ARE SHOWN FOR REFERENCE ONLY.
E
�W
o it
1�
0
Z
_O
NI
s
W
XI
SI
CH EX. PUNT,
EWER. EXISTING
184.79'
N.
tWkRT 0 750A±.
CE NEENAH f
54.4
I R -1772A CASTING
MANHOLE
*
it
745.6.
N
67
`
Iw
,n
O
o
6" SSD
55D,
16�
1 -
2 5.80'
7
I
.0
{ X98.41'
_
ug c
!
40 I
i
\ EXISTING 46
\ 68
+�
BAYHILL - SECTION 2
NOTE: I 117` 1
SWALE IS EXISTING. BUILT AS E
PART OF SECTION 2. GRADES
ARE SHOWN FOR REFERENCE ONLY. 36 / j� �s� / 45 10' D.U.&S.E
t , 198.03'
7h6 2�1C ti 765.2 _ �,� x \� `' E 7/ �T 4._ EXISTING SWALE & 6' SSD BUILT HP - _
- - - / / \- o' D.U. &s E _ _ 4 76� MATH BAYHILL SECTION 2. GRADES - - -- - -- - - - - - - -
32. t6'
--- 772.6 � ,KH -a' a. 76 0
10' - - -- -----
r
7XID ,� - - j, 4c �2' -
ARE SHOWN FOR REFERENCE ONLY.
_ _ --
- C4.tl9 + 76 a 7 -
T - -- - _ -�_ - -_ __ - - -- ao - - 1 •![.'. 4' -_ -- \ \- 7 a � -� 1 011 d• � � \
106 t 107 -� _y 4 - -- - -
3 W- - - - - -- 3 0 RISER �l'9
\: 108 i
3a
_j
109 116 I
./' 1 Lo
0.5 ?70,5_.............
..._ _ 1� u,
. c � �_ s
77 I l 1771.0 � 1 SN
11 sD
'' I
h � �_
_0 76 .0 105 1 .4 � 12 113 0 j 14 ?86"
.41
1 i ;
j r 114 /
I -- -- _ � :v �
t Y . 5 � _
-.
3 ' B. S.
t 20 D S &U.E -_�
2' S2' 42 E4 , _ �� 1 �'; 95 ;
1 � /
c
,j
L.P.= --
s
_ as
,
0 �'C= 20 +25.f4 20 +9 21 00
-1 _ - --
--- .-� ; c r � :., , 771.0
` �0 _ doJ.�. F 271
i (768.37 �6 - f -t1 +51 10 ��! Yc �• 77 .5 DO 03, 1 �,_ 6P ? - j5
F w .82 08.69 8.42 2? p t� "-�'• � fi' _6 41.5 __ _ - - �""`..`" 5' -" �� �''
-0.507 �76B� 6 0 -_ ..�° /
- -- - - e -t --��` - -
;0.0-
! 0 �Q 2 25 � 68.93 PC-22+91 PC= 25}69.01 � +75 26 1
/ X l. 60.72' .51 00
.96 2 o 7L WHILL 2 /944 _10
15 0
� b
7h ,
a / /
�.
_ ��-
[7J -- - - - - - -
_ -- c
16 G6' } z.. -., _ ., n "� � •� =J9, 28 f 00 _ _ - _ �' �0 '� /
�
_
_ -
�+
-- s =� l
L ! + 770 5 _ 1 77 5 35_ e. - - - - -- - -- - i ?�9��, �,�� �5 ; _ _ --
1 7 •
11 - r, /sae-
I
1
15'
S �
Y, � I 771.5
G -
a - -- of 78 77 7
- - _
��.
� � JS �
r
84 L
1 CJ2 I 1 I 8� - h rI I i
T - 3
V ,
a
11
1
a I
79 At - -fir
T
•- - U. day E.
PATHWAY
n
_
_
'r
- -._- ____� /� .. 3 1. ,:. :''+ _ _._ -.. -_ _.__ - - - _..____ -.. -_ - - _ - -_._ '_'- - _„••__- - - _ - -_ -L -._- __-
i
T
LAKE
NORMAL POOL ELEV 7b5 OQ � ��-
-,. , ._• -_ , �_ - , '.. -� , -�� --766.05 t r
100 YR FLOOD FIE
Ai FO`RL11K,1E7 C�ONSr"Y74 114 -0,I)V 116N r -_
by
t. SrNlJriDI -R 1 N(A' N1 -I k1PNG ;, ;,'t'. JO[3 r;"q10
:
HOLEY MOLEY SAYS,
" DON'T
DIG
Bowe»
1 -800- 382 -6644
CALL TOLL FREE
1- 800 - 428 -6200
FOR CALLS OUTSIDE OF INDIANA
1 {�
T. C.
T 753.0
I
I°
11
I
y L
NOTE:
SWALE IS EXISTING. BUILT AS
PART OF SECTION 2. GRADES
ARE SHOWN FOR REFERENCE ONLY.
E
�W
o it
1�
0
Z
_O
NI
s
W
XI
SI