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KEY PLAN
NOT TO SCALE
"Holey Moley' says, `3 -_r
"DON'T DIG BLIND"
Call Monday through Fridoy-7 AM to 6 PM
OWNER ADEVELOPER T0'. I 4h EiSTING POLE BA
RN
REMAIN UNO —
DIRECTED 8Y.6WNERMATCH LINE SHEET W{N COORDINATE GATE TYPE Vak �
Np GAS 05
OPERATION &PROVIDE KEY TO MMOUSH -----� *, •-
iR OVERRIDE WITH KNOX-BOX O /
N �, �. sg t' Q O{��',FOR POLICE &FIRE ACCASS I� �%
- — ZONED S-1 c� .$� S , ,�
10
F?E SHALL PLUG AND NOT INCLUDED �, rn e ' o \ 864.5 I 58 Z • �' D d
. WALLS ON THE PROPERTY KENNETH HELEN sTEPHENs - -�' doe No , I V Q
BOOK 170, PG. 46 6" PVC - 78' ,� 100 ' RIP -RA PER DTL 5/112 m \ 121,850 sq ft. (�) Tk ;�{
9. S 1 G N SAN. LAT. I / i -r•, u !•A , . Ut`
+ 0 430' (LONG) �,/ I br '. �,,. •.• ,q ,r
N 88°51'16* E -A06-50' o NJ W34'37 E / �$ •'
376.48' �' $a, C \ o '�, f 0e5�.
50,00' ,u a I� ! x -,
0&%7
h
1
EXISTING LEGEND w
6' WOVEN -WIRE FENCE I
6' RAIL & POST FENCE
—T — — —T UNDERGROUND TELEPHONE
— — — — — — EASEMENT
SETBACK LINE
---- CENTERLINE
GAS GAS UNDERGROUND GAS MAIN I
i;
*'... T CDM UNDERGROUND TELECOMMUNICA ION
- - - PROPERTY or R/W LINE
E E UNDERGROUND ELECTRIC LINE
SANITARY SEWER
EXISTING STORM SEWER '
• CONCRETE PAVEMENT
I
ASPHALT PAVEMENT cj
0 CURB INLET
a
6"x6" AMERITECH PHOIg PEDESTAL
CINERGY ELECTRIC B07�
In
-'- STREET ' SIGN
o"n GAS VALVE
FLOW ARROW
_ � I
EXISTING CONTOUR N
VEGETATION
SANITARY MANHOLE
EXISTING BUSH e a
EXISTING TREE N
0
o I
I
60' X 100' PAD
WATER MAIN
(MIN. 54" COVER
TYPICAL CR
NGI� T TO SCALE
�--J .GAS L I ^J E
CONDUIT" O` (MIN. 42" DEEP)
SSD RISER
--
(-n,.1. 60 12'o
.
CPO 0.5
E8.97' I FEMPOR Y rn IN
b 1&6t ° 4 I �
L1'16+t( CUL-DE- A 3.0 fr I LUCK
PG. 759 d' o
3.028 Ac. I rn N
-
I� ti z
I4Q 1 I I m CP 06 U
r ` FlLL't T TO HLEVATIO)lsi_ � O t! O N
1 37, 442 � ft.% I o o LL of w
\ 860._6 AS SHO & OOMPACT R LL1 3 >
'i I cv3' :��. BUILDING P111! �ER p > Z Z
` In n v
SP CIFlCA >
E T10N8 V)
8 i' w
w
� � s � d
O O cn
0
)NE - v ch
-
\ e O BOOL ELEV. _ '856.05' \ I m w Q w w u j
\ O m 11 �-
�\ r: - 1 10 -YEAR ELEV.=`B57.96'I,.��i _ In
`' , {
S Er- SA SHA f\ I 100 -YEA ELEV. - 858.10 °s� �= rn o 0 0 0 0
\ �• BONSTMRpCT ON OF
I I F tw- 0 0 0 0 0
_ CTVON 2 /1 EMER.'SPjLl W 'f ELEV. _ '$59. 0' F` o� \ \
°9 1 } �\ � p c'nv O O I� cD
eso� RtENTION D s� N
r`^N I x
GAP �b QY
C MMON, AREA 'B'
DRAT AGE EASEMENT\ I
X
2.351Ac.t � l i z VIII
2 1 , \ `' Ci
31,398 sq ft. 12" cMP �6 �• sha I I �` I
\��" x'e59 •b � x � � � v \ I ( � 3 �� E
i 1 59
` I o)
x �A O
-A 30 D.V. &L. E.
R / /
10b.25' L1=107 i -- - / �i a es, I -� a62
I L SEERG` NCY 1 LANDSCAPED BERM — 209.30 es °'
S 88.51' 16,, -w -----~'I �o�r° / % ry`' es' ^ 4 b
ess
--- -
o , ;
2�859
p ,l'
ELM � _ -!� O
-
1,6"- W- x•333 ' -- -- - — .9� .2 / `�
. �0 0 ter' y r � O
'��•(j: '_ boa w`'� . /. �_�.� - �. ,. ��. -� �i .�,- I p
PROM 'L� GABT °
S 88.51'16" W r i / g�, 29,0 ft. l II , _ ' RIP -RAP `APER TL 9/12', ® It
S W �'16'� 'T�i✓.'Ti.� x X �g9 I ( � LO w
_ 1111'
T �� 1 o p0 - CONTRACT R Tl} REMO`'E w �•> Q
_ � D YUGNT 18" P TILE (III r - Z
REMAIN UNDI RBED 'REFS AS ;RE TED B'T APPROXIMATE LIMITS OF STATUTORY EASEMENT w s r> o Q
/\ OWNER / D vt! OI'EP `"w Z
�# FOR FITCH &JESSUP REGULATED DRAIN,
e Lj
II - x eI MEASURED 75 FEET FROM CENTERLINE OF TILE 60 W = oQ J
O�
12 III W co nC)Uj
13 I I i II I ill I r Uj CO
S CTION 2
a I 45,800 sq ft I �I11 / \ RIP -RAP do GASION BASKETS TO PROVIDE vJ
\ 1 ENERGY DISSIPATION A BENCH FOR CULVERTS
32,417 sq. ft. ` { n I '��. ��37 I II I LI I x a`'R� a< swALE w
x �
I I I IIpfl'1
I;1 I _ A o o O CJ CO
I rn
o I w I I III I I v W l -SI TE e� N 0 CQ co
.�j APPROXIMATE DIRECTION
OP 18" CMP UNDER DRAIN i
-A � I I�I / TO BE REMOVED k REPLACED 421 m
I — cv
�n /
M II IIII 0 15 I -toecn STREET 9 C.w • '0 W
x 50. ALL FIELD TILES UNCOVERED Cc7
/ N I11 I I OD 9 I DURING CONSTRUCTION SHALL
BE CONNECTED TO STORM
-i o
IIII FACILITIES 31 46 1'�4, a
II I III r EXIST,NG 18" CMP TILE x 46 t
TO REMAIN UNDISTURBED p� Cti►.s
An+owt, 37
F II PROPOSED BEEHIVE 2+44 ��
T.O.0 - 85416' �n x
36" RCP INV. - 850.168 G C0
tto x �JJ
133.75' 255.97' I W W
N 88'51 ' 16" E I VII I I 42
- AREA
/88'51'16" E 70 Q
r'll lL�/'1 'D'
y, / I) VIII I x 0�k 36 0 - -- —ROCKYLL1 t RDsr 40
I ` A 4' WOVEN -WIRE FENCE i W • 1 . L_ j__,
J II I I I L GUARD *BEEHIVE (TYP) Y I00 w rrr 111 /T�ITT'll
VARIES _ 30'-0' 30'-0" VARIES _.._. / + 0.2 267 40
— --- ------ --- Q4"
a
-�----- -_ I � � I � ; I 5 74 f�es^/
z II I x co
IMIN. ---- r— - -- - --- MIN.
�= I Iii PROVIDE 1'-0" MINIMUM COVER 70 465 52 74
18" 18 ( ~Q ( I VIII ALLOVEROCATIONSNEW SEWER IN 2 67 �j
I (-- I ��- I w I 65
II 421
N CO MARION
5517 RISER I NO 267 31 "sa, co
STONE �5a. ROQKL RD.- �I i
A.
GAS LINE CONDUIT
135
WATER MAIN
4'-0 (MIN. 42" DEEP) 144
TYPIrm rRnSS- SFr-T1nN To. °q 'f
NOT TO SCALE (SEE DETAIL 13/"J FOR FUTHER DETAIL)
S 88°51'16'
W -
914.10'
PROPOSED LEGEND
IWC
LEGEND
LOCATION
24" ROLLED CONCRETE CURB
DESCRIPTION
UPSTREAM
ELEVATION
DOWNSTREAM
ELEVATION
TOP OF
CASTING O FL
CASTING
EXISTING WATER MAIN
7REESDALE CIRCLE
PROPOSED SANITARY SEWER
> 48" DEEP
DUALITY
R QUIRED
FLOW UNE OF FITCH & JESSUP DITCH —
— _
— PROPOSED WATER MAIN
856.86
SUBDIVISION BOUNDARY
NEENAH 3501 TL
EXISTING HYDRANT
- - — -- ---
ADJOINER PROPERTY LINE
856.73 856.65
PRC°GSED HYDRANT
NEENAH 3501 TR
402 10+75
BUTTERFLY VALVE__
856.29
PROPOSED STORM SEWER
END -SECTION
VALVE____,_ _
28+00
STREET STATION & ELEVATION
■B.O.
BLOW OFF ASSEMBLY
7,66
YES
�
PLS -- -
�_
FLOW ARROW
D
REDUCER
767.
PROPOSED GRADE
'_'
TJ. TEE
END -SECTION
RIP -RAP
MH/BOX
M.J. SLEEVE
769.0
PAD ELEVATION (ROUGH GRADE)
�y
BEND
L_
F—
_�
KICKER BLOCK
CASING PIPE
60' X 100' PAD
WATER MAIN
(MIN. 54" COVER
TYPICAL CR
NGI� T TO SCALE
�--J .GAS L I ^J E
CONDUIT" O` (MIN. 42" DEEP)
SSD RISER
--
(-n,.1. 60 12'o
.
CPO 0.5
E8.97' I FEMPOR Y rn IN
b 1&6t ° 4 I �
L1'16+t( CUL-DE- A 3.0 fr I LUCK
PG. 759 d' o
3.028 Ac. I rn N
-
I� ti z
I4Q 1 I I m CP 06 U
r ` FlLL't T TO HLEVATIO)lsi_ � O t! O N
1 37, 442 � ft.% I o o LL of w
\ 860._6 AS SHO & OOMPACT R LL1 3 >
'i I cv3' :��. BUILDING P111! �ER p > Z Z
` In n v
SP CIFlCA >
E T10N8 V)
8 i' w
w
� � s � d
O O cn
0
)NE - v ch
-
\ e O BOOL ELEV. _ '856.05' \ I m w Q w w u j
\ O m 11 �-
�\ r: - 1 10 -YEAR ELEV.=`B57.96'I,.��i _ In
`' , {
S Er- SA SHA f\ I 100 -YEA ELEV. - 858.10 °s� �= rn o 0 0 0 0
\ �• BONSTMRpCT ON OF
I I F tw- 0 0 0 0 0
_ CTVON 2 /1 EMER.'SPjLl W 'f ELEV. _ '$59. 0' F` o� \ \
°9 1 } �\ � p c'nv O O I� cD
eso� RtENTION D s� N
r`^N I x
GAP �b QY
C MMON, AREA 'B'
DRAT AGE EASEMENT\ I
X
2.351Ac.t � l i z VIII
2 1 , \ `' Ci
31,398 sq ft. 12" cMP �6 �• sha I I �` I
\��" x'e59 •b � x � � � v \ I ( � 3 �� E
i 1 59
` I o)
x �A O
-A 30 D.V. &L. E.
R / /
10b.25' L1=107 i -- - / �i a es, I -� a62
I L SEERG` NCY 1 LANDSCAPED BERM — 209.30 es °'
S 88.51' 16,, -w -----~'I �o�r° / % ry`' es' ^ 4 b
ess
--- -
o , ;
2�859
p ,l'
ELM � _ -!� O
-
1,6"- W- x•333 ' -- -- - — .9� .2 / `�
. �0 0 ter' y r � O
'��•(j: '_ boa w`'� . /. �_�.� - �. ,. ��. -� �i .�,- I p
PROM 'L� GABT °
S 88.51'16" W r i / g�, 29,0 ft. l II , _ ' RIP -RAP `APER TL 9/12', ® It
S W �'16'� 'T�i✓.'Ti.� x X �g9 I ( � LO w
_ 1111'
T �� 1 o p0 - CONTRACT R Tl} REMO`'E w �•> Q
_ � D YUGNT 18" P TILE (III r - Z
REMAIN UNDI RBED 'REFS AS ;RE TED B'T APPROXIMATE LIMITS OF STATUTORY EASEMENT w s r> o Q
/\ OWNER / D vt! OI'EP `"w Z
�# FOR FITCH &JESSUP REGULATED DRAIN,
e Lj
II - x eI MEASURED 75 FEET FROM CENTERLINE OF TILE 60 W = oQ J
O�
12 III W co nC)Uj
13 I I i II I ill I r Uj CO
S CTION 2
a I 45,800 sq ft I �I11 / \ RIP -RAP do GASION BASKETS TO PROVIDE vJ
\ 1 ENERGY DISSIPATION A BENCH FOR CULVERTS
32,417 sq. ft. ` { n I '��. ��37 I II I LI I x a`'R� a< swALE w
x �
I I I IIpfl'1
I;1 I _ A o o O CJ CO
I rn
o I w I I III I I v W l -SI TE e� N 0 CQ co
.�j APPROXIMATE DIRECTION
OP 18" CMP UNDER DRAIN i
-A � I I�I / TO BE REMOVED k REPLACED 421 m
I — cv
�n /
M II IIII 0 15 I -toecn STREET 9 C.w • '0 W
x 50. ALL FIELD TILES UNCOVERED Cc7
/ N I11 I I OD 9 I DURING CONSTRUCTION SHALL
BE CONNECTED TO STORM
-i o
IIII FACILITIES 31 46 1'�4, a
II I III r EXIST,NG 18" CMP TILE x 46 t
TO REMAIN UNDISTURBED p� Cti►.s
An+owt, 37
F II PROPOSED BEEHIVE 2+44 ��
T.O.0 - 85416' �n x
36" RCP INV. - 850.168 G C0
tto x �JJ
133.75' 255.97' I W W
N 88'51 ' 16" E I VII I I 42
- AREA
/88'51'16" E 70 Q
r'll lL�/'1 'D'
y, / I) VIII I x 0�k 36 0 - -- —ROCKYLL1 t RDsr 40
I ` A 4' WOVEN -WIRE FENCE i W • 1 . L_ j__,
J II I I I L GUARD *BEEHIVE (TYP) Y I00 w rrr 111 /T�ITT'll
VARIES _ 30'-0' 30'-0" VARIES _.._. / + 0.2 267 40
— --- ------ --- Q4"
a
-�----- -_ I � � I � ; I 5 74 f�es^/
z II I x co
IMIN. ---- r— - -- - --- MIN.
�= I Iii PROVIDE 1'-0" MINIMUM COVER 70 465 52 74
18" 18 ( ~Q ( I VIII ALLOVEROCATIONSNEW SEWER IN 2 67 �j
I (-- I ��- I w I 65
II 421
N CO MARION
5517 RISER I NO 267 31 "sa, co
STONE �5a. ROQKL RD.- �I i
A.
GAS LINE CONDUIT
135
WATER MAIN
4'-0 (MIN. 42" DEEP) 144
TYPIrm rRnSS- SFr-T1nN To. °q 'f
NOT TO SCALE (SEE DETAIL 13/"J FOR FUTHER DETAIL)
_
STORM STRUCTURE
DATA
STR.
LOCATION
L R
DESCRIPTION
UPSTREAM
ELEVATION
DOWNSTREAM
ELEVATION
TOP OF
CASTING O FL
CASTING
REMARKS
7REESDALE CIRCLE
< 48" DEEP
> 48" DEEP
DUALITY
R QUIRED
R-3 O1 N
400 10+75
14 DETAIL 6/14
856.86
859.61
NEENAH 3501 TL
401 10+7514
r
DETAIL 6/14
856.73 856.65
859.61
NEENAH 3501 TR
402 10+75
r 46 r DETAIL 10/14
856.29
END -SECTION
RIP -RAP
OFF-SITE STORM
30 x 30
•••
DESIGN
NO
YES
1080+66 N
DETAIL 10/14
856.05
END -SECTION
PROVIDE DEBRIS GUARD
109 0+10 N
DETAIL 10/14
854.64
18" -
END -SECTION
RIP -RAP
MH/BOX
DESIGN
YES
YES
YES
L_
APPROVAL
_
; -CURB :INLET TABLE
PIPE SIZE
STRUCTURE
STRUCTURE
:ANGLE AND
STEPS
CU CASTING
CURB CASTING
< 48" DEEP
> 48" DEEP
DUALITY
R QUIRED
R-3 O1 N
R-3501 T
12" -
18"
24 x 24
•••
NO
YES
YES
APPRIGN
12" -
21"
30 x 30
•••
DESIGN
NO
YES
YES
APPROVAL
-
18" -
21"
MH/BOX
DESIGN
YES
YES
YES
APPROVAL
21" -
27"
24 x 36•
•••
DESIGN
NO
NO
YES
APPROVAL
12" -
24"
36 x 36
•••
DESIGN
NO
YES
YES
APPROVAL
24 or
DESIGN
••r
DESIGN
NO
NO
YES
LARGER
APPROVAL
APPROVAL
LARGER
MH/BOX
PEPRIOVAL
YES**
NO
YES
• PIPES NO LARGER THAN 18' CAN BE USED IN THE 24" SIDE OF THE BOX
•• INCOMING AND OUTGOING PIPE'S EFFECT STEPS IN THIS STRUCTURE
••• SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM THE TOP OF CASTING
TO THE INVERT WILL BE A MANHOLE OR A BOX WITH STEPS UNLESS SPECIAL
DESIGN IS APPROVED
SPECIAL NOTE: STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES
SPECIAL NOTE: COUNTY MAY REWIRE STEPS TO BE INSTALLED AFTER STRUCTURE
IS SET, TO IMPROVE ACCESS.
MATCH LINE SHEET 5
II Till ! VICI�I' ITY MAP
NOT TO SCALE
62 W
x19 DEVELOPMENT PLAN �� 1
q i
5a 5a II
�a 0
II I APPROXIMATE CENTERLINE BURIED 16" TILE, AS L�
SCALED FROM MAPS PROVIDED BY U.S.D.A. Z
GRAPHIC SCALL'
SERVICE SOIL CONSERVATION
I Ilk 3� 50 D 25 50 100 200 3
z �
I -- Z
VJ 3 Qa
s5k�9 II I/111 I ( IN FEET ) N Q
IIS i l �y6 I 1 inch = 50 ft. 12-
0
O a
i ,^ p l CO rn
J z
x� PROPOSED BEEHIVE 5+46 INDIANAPOLIS WATER COMPANY Lu J
I T.O.C. - 853-61' LJ
6°�• 36- RCP INV. - 849.89' PROJECT LEGEND!
I E�j § 5
PROJECT NAME TREESDALE -SECTION 1'
PROJECT NUMBER J-00-027
$ DRAWN BY: PAW
0 Job # Street Name Pipe Size Pipe ;Type Total Pipe CHECKED BY: ALD
PROVIDE tI`-0" MINIMUM COVER
OVER NEW STORM SEWER IN ® 1 TREESDALE CIRCLE 8" f?E 120' PROJECT No.
ALL LOCATIONS
TREESDALE CIRCLE 8" C 935' 9905-008
hJ J1 TREESDALE CIRCLE 6" PVC 120' { E E_ '10.
;; 1�"� • 6; I 2 PRIVATE DRIVE 3" PE 240'
TI'tal- -- 1415'