HomeMy WebLinkAbout08030104.4B k a 44'-12"
401 O O5 % MATCH LINE SHEET 3 W \ \ OWNER & DEVELO I ER O
\ C'� 14\ COORDINATE G, ITYPE
& �
Cl,
R p \
GINS � a� OPERATION &PROVIDE KEY O
M CZ PIS \ BO OVERRIDE WITH K( OX -BOX O
FOR POLICE &FIR ACCESS
ND 4
DEVELOPER SHALL PLUG AND NOT INCLUDED ZONED S-1 \�,, 0.5� \ ® I °
00
CAP ALL WELLS ON THE PROPERTY KENNETH & HELEN STEPHENS \ / '�' JOB No. 1 I 26 - 2
BOOK 170, PG. 46 y' 11 6 PVC 66' �F\- RCP O 0.5% RTPAP PEt2 DTL 5/12 I •,'
SAN. LAT.
t ! �` *, 0, 430' (LONG) ;t
w _ .50' �, ` NI 894 37 E 1 gag � .
N 8g'5116 E 496 tt�''\ 66..
376.48' \ �n t��5 \ 550 x 50 00'
EXISTING BUILDINGS AND OTHER
IMPROVEMENTS ON THE PROPERTY
SHALL BE REMOVED BY THE
DEVELOPER. DEBRIS SHOULD NOT
BE BURIED ON -SITE
KEY PLAN
NOT TO SCALE
"'*"Gy IYIulGy JUY.,,
Cali"DON'T Monday
through Friday-7 BLIND" M AM 6 PM
6 / S 88' ' W / y'- crn f`, ; 16N A1 b PROVI E END; '0
ICRF ! ! N` �' I STRUCTURE�140 A SHALL ROAD ARKERS \
/ ACE CO a9 `� `, W BE REMOVED TH THE PER DT L 1/5',,
35' D.U. &L.E. x411 4897 ( t' h CONSTRUCTIbN F SECTION 2 I e
133.75' o °'
50' / 133.75 / 6z 1 'A i
/ 94.57 , �� „� S 88'51'16" W G 188' 1'16 "I `� x LUCK( LC
S 88'51 S 88'51 r\ BOOK 30, 8 759
60' D.U. &L.E. - 1-GR+ ` \ o M \ ® 3.02$ Ac.
SECTION 2 i 37,442 ft. 1 wb
ID �/I�
.y 1 �SOSj
w I I ONES S`''1 � 1 a`�� i �O I � �- _---- -.. I
N I I \ 6�g G� 0 I OD- % S
W ( JI' O N N O_ 6609
' WL � Cl CO o moo ° �� - � ;'��, / o" E o° R tENT\IQN P' ND
UN �-' �J GRP I \ �NAR A'B'
M J I I I-- �_ _ `� .� C MM
Q o I M X659 L � a _ 6 �9 \ °' �1 DRAINAGE AND UTILITY EASE ERT
04 °� o 17 x
'� v 2.517 \Ac.t
Z O I j I 12" CMP 6�� \v v v O
04 31,398 sq ft. 5. { 0
f� 32,122 s ft. 0 32,122 sq. ft. 6 ® x $5 k� I \\ EMERGENCY SPILLWAY
Z 23,131 sq. ft. q' I 1 GAP x e SEE DETAIL 11 & 2/14
O 0 �I I 41 i
Z L , , -?
\ �-y
> I ,I
Z n 40' BUILDING LINE / O x, ds9 O I M
Ln
rri
- - - -- - - - -- L 107 9 �i as7
EXIST{NG POLE QARN I A
,TO RE Ny(L _I_
DIRECTED BY, WNER tx
TO DEMOLISNr
\
STR. #
LOCATION
I L
I R
$656'
UPSTREAM
ELEVATION
SANITARY SEWER
I TOP OF
ICASTING 0 FL
CASTING
70.0'
�yx
58
EXISTING STORM SEWER
10 +30
FLOW ARROW
D
I
>_ >
O
CONCRETE PAVEMENT
767
PROPOSED GRADE
}
T.J. TEE
1 14
N
856.95
856.87
859.87
NEENAH 3501 TL
_
r,
a6g.
10 +25
Q
ASPHALT PAVEMENT
x
PAD ELEVATION (ROUGH GRADE)
856.62
BEND
L - -�
ift
CURB INLET
10 +38
57
--
0
N
ch
864.5
Q o
F
RIP -RAP
j J
N
FE
-ak 114.809.-sq ft.
-
Cn
• SANITARY MANHOLE
3'®
108
tv
DETAIL 10/14
856.05
1
1 END - SECTION
PROVIDE DEBRIS GUARD
109
0 +10 N
DETAIL 10/14
_.
59
1
1 END - SECTION
W
Go
EXISTING TREE
c\
4
-
\
STR. #
LOCATION
I L
I R
DESCRIPTION
UPSTREAM
ELEVATION
SANITARY SEWER
I TOP OF
ICASTING 0 FL
CASTING
70.0'
TREESDALE
CIRCLE
EXISTING STORM SEWER
10 +30
FLOW ARROW
D
I
>_ >
2 Fes.
CONCRETE PAVEMENT
767
PROPOSED GRADE
}
T.J. TEE
1 14
DETAIL 6/14
856.95
856.87
859.87
NEENAH 3501 TL
_
r,
gq
10 +25
Q
ASPHALT PAVEMENT
x
PAD ELEVATION (ROUGH GRADE)
856.62
BEND
L - -�
p
CURB INLET
10 +38
57
18
KICKER BLOCK
ch
6 "x6" AMERITECH PHONE PEDESTAL
Q o
F
RIP -RAP
&F-SO
CASING PIPE
FE
CINERGY ELECTRIC BOX
w
Cn
• SANITARY MANHOLE
3'®
108
0 +66 N
DETAIL 10/14
856.05
1
1 END - SECTION
PROVIDE DEBRIS GUARD
109
0 +10 N
DETAIL 10/14
_.
59
1
1 END - SECTION
RIP -RAP
_ 30' D.U. &L.E. \
862
� 133.75 10 .25 �� - as4 . _
133.75 LANDSCAPED BERM
Z 122.73' S 88'
S 88'51'16" W 88.51'16" W ��,�'
S 88'51'16" W TREES ALE �
SECTION 2 _ _ _ _ __ _ .• - -. _ . -
11 r CI r1C I E _g7 23 /'' , �� �B
M - , zz yam' , _. _ I �/ 1os ROVID 56 71 42' x
.(. -4.Iz= - - °13 -
• '° S 88'51'16" W N 88'51 16" E S 88 °51'16" W G ��. 29,011 sq ft. II I {II If, RAP PER TL 9/12'', ® S gg5116 �1N - 4 •
S 88 51 16 W rk0 I C NTRACTdR T REMOVE
o D YLIG T 18" C P TILE (I
REM IN UNDI REED {II {{ OENER / DIVE OEDERBY APPROXIMATE LIMITS OF STATUTORY EASEMENT
F 40' BUILDING LINE FOR FITCH & JESSUP REGULATED DRAIN,
�- x 6 $ MEASURED 75 FEET FROM CENTERLINE OF TILE
0. w Z � I 1 ■`
U 0 I 1 1 II {{
D 6 (- 14' 13 I w 1 { {111
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES Q 0 15 I � : I °� S ON 2
SHOWN ON THESE PLANS ARE BASED UPON ABOVE GROUND C7 16 1 p RIP -RAP & GABION BASKETS TO PROVIDE
m ra o 1 45,800 sq ft. II
EVIDENCE (including, but not limited to, manholes, inlets, 1 0 {{ � I ENERGY DISSIPATION &BENCH FOR CULVERTS
valves, and maft made upon the ground by othens ) A�� m � I Ci � 1 N 5A•
AND ARE SPECULATIVE IN NATURE THERE MAY BE OTHER a: � 1 in � �/ V� o x g dt SiYALE
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO w Q M 32,458 s ft. 32,417 sq. ft. 1 in I \ ��
EMDEN cE� RDwas oBSE°avEO OT}RIE ExACW"T IiDCANnoroDUND N q 32, 458 s ft. q'
EXISTING UNDERGROUND . THE E SHOULD BE VERIFIED BY O ( � 24, 443 s f .. I q' I cn � I L
THE CONTRACTOR PRIOR TO ANY EXCAVATION OR EARTH. -� I O O N N I 1 ��\� I I. 1 x 1 d
MOVING ACTIVITIES. N 70' R/W O - N 1 1 ^ 1 O N 1 IIII I h ° Z
1- 800 - 382 -5544 wA 0 Co 4' NN 00 I O N I ly w I I N I ( x 855p Z� SATE
CALL TOLL FREE AW' 2. O I O I 0) 1 _P O I $3 1 I III {{ m APPROX1idATE DIRECTION c
1- 800 - 428 -5200 N 4.i 00 � ( 0 18" CM UNDER DRAIN I /
FOR CALLS OUTSIDE OF INDIANA 4- 0 00 ' � I I I O I 0 I I (1111 { x ( T BE MAINTAINED A 421
rrI m I 1 U-)
0 1
CTI ��� m
w � LUCKY LLC
,n = INSTR.# 98 -76071
x 65 ALL FIELD TILES UNCOVERED
A W N m 5.930 AC. 1 I I II I DURING CONSTRUCTION SHALL
co U T I I I I 1 �' C I BACILIOTIESCTED TO STCRM
N Q i I 1
w I 111 tom EXISIIN 18" CMP TILE x 65
N I I IIIII N TO REM IN UNDISTURBED►. Gtiyek
e°n Ibeerw{r
Z -- - - - - - -- - - - - - -- ------ - - - - -- a5$� I( PROVIDE
I - - - - - - - - - - DRAIN PER (DETAIL ALT. #1/16
{„) W 25 D.U. &L.E. I 25.0' 25.0'
Z CL 255.97' I I II PROPOSED EASEMENT REDUC�ON
0 101.87' 133.75' 133.75' 133.75' TO 25' FROM TOP OF BANK OF
1 35' D.U. &L.E. (\I gg•51'16" E N 88'51'16" E I I sw1aLE
N 88'51'16" E N 88'51'16" E N 88'51'16" E
OPEN SPACE COMMON AREA 'D' k$, / 1 11111 ( I x 65�
' II III I I, 6
267
50.00 ! VARIES 30' -0" 30' -0' VARIES I x $51' 9)b, = 40
S W51'16` W - 9114.10 3'W I I x , AWWT
EXISTING LEGEND PROPOSED LEGEND IWC LEGEND z 3' -0" 1s' a" 15' -0• 3' -0" �� W II
� MIN. MIN. � ¢ J I III i ( I 70
Z 18" 18- a PROVIDE 1' -0" MINIMUM COVER
6' WOVEN -WIRE FENCE ~ 3 z OVER NEW TORM SEWER IN 2
6' RAIL &POST FENCE 24" ROLLED CONCRETE CURB MAIN w I� I �1 cn I ' II IIIII I ALL LOCATIONS 67
EXISTING WATER � �
- -T - - -T - UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER \ / \ /. \ / \ / \ \ /.\ /\ / \ / \/, / \ / \ / \/ x`b ��
- - - - - - EASEMENT FLOW LINE OF FITCH & JESSUP DITCH - - -- PROPOSED WATER MAIN \ SSD RISER 9 M
SETBACK LINE EXISTING HYDRANT ?°
267
CENTERLINE SUBDIVISION BOUNDARY STONE x
GAS GAS UNDERGROUND GAS MAIN - - ADJOINER PROPERTY LINE 2 PROPOSED HYDRANT 4 0" GAS LINE DEEP) CONDUIT I Alf IIIII I x 144
TCOM UNDERGROUND TELECOMMUNICATION S BUTTERFLY VALVE WATER MAIN v ( ! ll1 1) I
(MIN. 54" COVER) 85„�g`L
x
TYPICAL CROSS - SECTION 1 (� 9 I `I /
- - - PROPERTY or R/W LINE _ - _ _ �_-
- - - - PROPOSED STORM SEWER • VALVE
FIR
STREET
74
TREFSDALF CIRCLE
E E UNDERGROUND ELECTRIC LINE 28+00 NOT TO SCALE (SEE DETAIL 13/13 FOR FUTHER DETAIL) 4 I IIIII xlg5° °
STREET STATION & ELEVATION ■B.O. B OFF ASSEMBLY VICINITY MAP
STORM STRUCTURE DATA
STR. #
LOCATION
I L
I R
DESCRIPTION
UPSTREAM
ELEVATION
SANITARY SEWER
I TOP OF
ICASTING 0 FL
CASTING
REMARKS
TREESDALE
CIRCLE
EXISTING STORM SEWER
10 +30
FLOW ARROW
D
I
>_ >
0
Pipes Size
CONCRETE PAVEMENT
767
PROPOSED GRADE
'_'
T.J. TEE
1 14
DETAIL 6/14
856.95
856.87
859.87
NEENAH 3501 TL
_
r,
M.J. SLEEVE
10 +25
Q
ASPHALT PAVEMENT
769.0
PAD ELEVATION (ROUGH GRADE)
856.62
BEND
L - -�
p
CURB INLET
10 +38
57
18
KICKER BLOCK
ch
6 "x6" AMERITECH PHONE PEDESTAL
Q o
F
RIP -RAP
&F-SO
CASING PIPE
FE
CINERGY ELECTRIC BOX
w
Cn
• SANITARY MANHOLE
STORM STRUCTURE DATA
STR. #
LOCATION
I L
I R
DESCRIPTION
UPSTREAM
ELEVATION
DOWNSTREAM
ELEVATION
I TOP OF
ICASTING 0 FL
CASTING
REMARKS
TREESDALE
CIRCLE
400A
10 +30
DRAWN BY:
CHECKED BY:
120
DETAIL 10/14
>_ >
857.00
Pipes Size
END - SECTION
RIP -RAP
400
10 +25
w
1 14
DETAIL 6/14
856.95
856.87
859.87
NEENAH 3501 TL
401
10 +25
14
8"
DETAIL 6/14
856.70
856.62
859.87
NEENAH 3501 TR
6"
402
10 +38
57
18
DETAIL 10/14
ch
856.40
Q o
END - SECTION
RIP -RAP
&F-SO
E S'TIDRM
FE
240'
w
Cn
• SANITARY MANHOLE
3'®
108
0 +66 N
DETAIL 10/14
856.05
1
1 END - SECTION
PROVIDE DEBRIS GUARD
109
0 +10 N
DETAIL 10/14
EXISTING BUSH
854.64
1
1 END - SECTION
RIP -RAP
EXISTING TREE
I
65
70
74
x6
\0\1
`x
, ' IIIII N
$ �1 I 65�OR1 I NOT TO SCALE 0
N x
I X -- -- --- ---
, � 9
l III I I DEVELOPMENT PLAN
x 6556 I I) I (I I I APPROXIMATE CENTERLINE BURIED 16" TILE AS
II IIIII O I y' 99 I SCALED FROM MAPS PROVIDED BY U.S.D.A. GRAPHIC SCALE
o �5� SOIL CONSERVATION SERVICE
x''�4 °�I� h I x 50 0 25 50 100
• 1 -�I Ill I I I
60' X 100' PAD ® (I (PROVIDE PERORATED FRENCH
-'- STREET SIGN
Z
L�
LU
0
w
�
3 w
oc GAS VALVE
200
CL
25' -0" 25'
_z
-0" J
v-, Q
�-- FLOW ARROW
3 � Q
DRAWN BY:
CHECKED BY:
PAW
ALD
z
>_ >
EXISTING CONTOUR
Pipes Size
Pipe
3' -0" 12'-0"
2 -0
MIND
w
Q
FIE
120'
PROJECT No.
9905-008
TREESDALE CIRCLE
8"
Z
VEGETATION
rY
6"
-I
18
18
SHEET No.
4
ch
Q
Q o
2
PRIVATE DRIVE
I
FE
240'
w
Cn
• SANITARY MANHOLE
3'®
r \r\
\i \i \%
/• \ /. \ / \� / \\ /.� /�
EXISTING BUSH
EXISTING TREE
-
b
,Lr
STONE
LINE
GAS
WATER MAIN _ 4 -0 CONDUIT (MIN. 42" DEEP)
(MIN. 54" COVER) SSD RISER
TYPICAL CROSS - SECTION PR. DRIVE /COMMON AREA 1
NOT TO SCALE
DRAIN PER DETAIL ALT. #1/16
x 0 65,56`L
OFF -SITE DRAINAGE II
5
OUTLET TO BE CONSTRUCTED II N 66 x�
IN ACCORDANCE WITH THE a III�5�
RULING BY HAMILTON CO. ® x ' ti a5� IIII + PROVIDE S1-0- MINIMUM COVER
OVER NESTORM SEWER IN A
DRAINAGE BOARD I fff �4J3�6 51� ALL LOCH ONS
; x� Till• I 5
MATCH LINE SHEET 5
' IIII a5� I
I 11 PR%')mnp- PPPP-nPIATPTI FRPNr I-i
15 . ��
VJ
Z
O
LA
W
Q
cW
L
CD
Z 'A
Z
O
L
In U)
0 0
o z L
W 3 o > o
LLJ >_
V) O }O
U U > >
Tn Tn
w
�������
Q o0 N c0 N
N N M d\ L0 (C)
� IIIIIIII
W III
T�
rV11 �
V1 U)
o�
� a
WO N
C)
' 1 O
0.i W wI
Q
W z
O� n
[� z
LU Q z
W z
Q J
W 1;2 �
O w V H Co � U
O
O �
� Cn
i
� O cDO
O �
N
- as
vzw
► co o
cc W
l
m
Q W a
m
ad
J O ,�.1 1`
b
m M p 00
n�
L
( IN FEET)
1 inch = 50 ft.
Z
L�
LU
0
w
�.� V)
N
� m
`� o
/{
200
CL
�
r
MPANY
Z
3 � Q
( IN FEET)
1 inch = 50 ft.
LU
0
w
�.� V)
N
� m
`� o
C-
O0
rn
o
0
0
w
3
a
Z
-
w
U
INDIANAPOLIS WATER C
PROJECT LEGEND
MPANY
PROJECT NAME TREESDALE - SECTION 1
PROJECT NUMBER J -00 -027
DRAWN BY:
CHECKED BY:
PAW
ALD
Job #
Street Name
Pipes Size
Pipe
T e
Total Pipe
1
TREESDALE CIRCLE
8"
FIE
120'
PROJECT No.
9905-008
TREESDALE CIRCLE
8"
VC
935'
TREESDALE CIRCLE
6"
VC
68' A
SHEET No.
4
2
PRIVATE DRIVE
3"
FE
240'
Tntal
3'®