HomeMy WebLinkAbout4EXISTING LEGEND PROPOSED LEGEND MIC LEGEND
6' WOVEN -WIRE FENCE
6' RAIL & POST FENCE 24" ROLLED CONCRETE CURB
- - -T - - -T UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER EXISTING WATER MAIN
�B�g - - - - - - EASEMENT FLOW LINE OF F ITCH & JESSUP DITCH - -- -" - PROPOSED WATER MAIN
$
TOWNE LAKES SETBACK LINE SUBDIVISION BOUNDARY EXISTING HYDRANT
�� -- - -- CENTERLINE
SUBDIVISION `x'-12 AAs - GAS UNDERGROUND GAS MAIN -- -- _ ADJOINER PROPERTY LINE 2 PROPOSED HYDRANT
f� OMVE` TCOM UNDERGROUND TELECOMMUNICATIONS - - =
eE! _ - "" PROPOSED STORM SEWER 0 BUTTERFLY VALVE
p1 6 efo6' g6 pq�----38'x57' CAP INLET PROPERTY or R/W LINE 28+00
INV. 6664,28' E - - E UNDERGROUND ELECTRIC LINE STREET STATION & ELEVATION VALVE
..�........� .-�-. - SANITARY SEWER I ■B.O. BLOW OFF ASSEMBLY
FXISILN" SEWER FLOW ARROW PLUG
------------------
CONCRETE PAVEMENT PROPOSED GRADE REDUCER
15"
i5" R.C.P. OTLET ' 38"x57" CMP WtET
INV. - 864.28' INV. - 863.59' X 866.3 T.J. TEE
I/
52' -39`x57" CMP O 1.337. 769.0 PAD ELEVATION(ROUGH GRADE) : M.J. SLEEVE
ASPHALT PAVEMENT
II O CURB INLET BEND
6•'x6" AMERITECH PHONE PEDESTAL F
KICKER BLOCK
'( 2` CINERGY ELECTRIC BOX, - -__
0 O CASING PIPE X 868 9
i _ `r�pd, 60' X 100' PAD
�- STRE,�T SIGN -
w GAS VALVA" �'
X 864.8
FLOW ARRO4 \N
SEE INDIANAPOLIS WATER COMPANY MAIN EXTENSION 40
STANDARDS AND SPECIFICATIONS TO BE FOLLOWED FOR
THE DESIGN OF THE SYSTEM. REFER TO INDIANAPOLIS
WATER COMPANY MINIMUM STANDARDS FOR DRAWINGS --- - -
FOR DEVELOPER INSTALLED MAINS, DATED JULY 1, 199 I`
I
i
PROJECT NAME TREESDALE - SECTION 1
PROJECT NUMBER J-00-027
Dist Map
704/714
STORM STRUCTURE
6955/7045
Tax Code
29003
STIR #
LOCATION
LR
DESCRIPTION
UPSTREAM
ELEVATION
DOWNSTREAM
ELEVATION
T OF `,
NG O FL
CASTING
Drafter
REIrEARK5
TREESDALE CIRCLE
3/02/00
\; ,
300
2+60
DETAIL 6/14
862.48
862.23
6.11
NEENAH 35b`t _ L
301
2+60
14
DETAIL 6/14
862.61
866 111
NEENAH 3501
TR
\�
300A
2+60
23
DETAIL 5/14
862.17
862.09
867.10
NEENAH 1642
302
4+34
14
DETAIL 6/14
859.52
859.27
863.1 5
ENAH 3501
TL
303
4+34
14
DETAIL 6/14
859.65
863.15
N NAH 3501
TR
302A
4+34
23
DETAIL 5/14
859.21
859,13
864.20
NEENAH 1 2
304
4+91
18
DETAIL 10/14
861.50
END-SEC'TIOM ./
DEBRIS GUARD
305
4+34
272
DETAIL 6/14
861.04
860,79
864.29
NEENAH 2564
BEEHIVE
306A
6+25
14
DETAIL 18/14
858.31
858.06
862.28
NEENAH 3501
TL
3066
6+25
14
DETAIL 18/14
857,93
857.68
862.28
NEENAH 3501
TR
306C
7+43
74
DETAIL 10/14
857.00
END -SECTION
RIP -RAP
308
7+94
14
DETAIL 6/14
857.76
861.02
NEENAH 3501
TR
309
7+94
14
DETAIL 6/14
857.63
857.56 1
861.02
NEENAH 3501
TL
310
7+94
61
DETAIL 10/14
857.37
END -SECTION
RIP -RAP
RETENTION POND 'A'
100
5+09
3481
DETAIL 10/14
858.05
END -SECTION
DEBRIS GUARD
101
4+89
294
DETAIL 10/14
861.00
END -SECTION
101A
5+35
308
DETAIL 6/14
858.73
858.65
861.30
NEENAH 2564
BEEHIVE
102
5+62
336
DETAIL 16/14
857.61
857.45
864.97
NEENAH 1642
103
6+37
366
DETAIL 10/14
856.53
END -SECTION
RfP-RAP
104
1 6+68
600
DETAIL 10/14
1
857.07
END-SECTION1
DEBRIS GUARD
105
1 6+85
15491
1
DETAIL 10/14
856.53
END -SECTION
RIP -RAP
UMTTED COMMON AREA\DRIVE
106
1+25
1
DETAIL 10/14 1
1
856.53
1
END -SECTION
PROVIDE DEBRIS GUARD
107
1+25
1
151 1
DETAIL 10/14 1
1
856.05
1
END -SECTION
RIP -RAP
SEE INDIANAPOLIS WATER COMPANY MAIN EXTENSION 40
STANDARDS AND SPECIFICATIONS TO BE FOLLOWED FOR
THE DESIGN OF THE SYSTEM. REFER TO INDIANAPOLIS
WATER COMPANY MINIMUM STANDARDS FOR DRAWINGS --- - -
FOR DEVELOPER INSTALLED MAINS, DATED JULY 1, 199 I`
I
i
PROJECT NAME TREESDALE - SECTION 1
PROJECT NUMBER J-00-027
Dist Map
704/714
Meter Map
6955/7045
Tax Code
29003
Lots
10
Pressure Dist
LAFAYETTE
Drafter
KWA
Date
3/02/00
41
y�
I
NOTE: 1
SEE SHEET No. 4 FOR TYPICAL CROSS-SECTION, LEGEND,
HOLEY MOLEY, & PROJECT LOCATION MAP ^ n
z ''tG
® DEVELOPMENT PLAN
5 EXISTING.-- NTOUR
GRAPHIC SCALE I z
lW /���� X 869.1 z
CAMDEN WALK r �ANiTARY iAANHOLE '- EXISTING BUILDINGS AND OTHER e 50 vc 0 25 50 too zoo
"EXISTING �USH DEVELOPER SHALL PLUG AND S+ i r g� �;� _
w 86�c,9 Pk" ''�, �`?` `' • CAP ALL WE"S ON THE PROPERTY IMPROVEMENTS ON THE PROPERTY ZONED S-1 A x2, x '
> u> ExfsTlNc` TREE
SHALT. BE REMOVED BY THE {
X DEVELOPER. DEBRIS SHOULD NOT F -
CONNECT EXISTING 10" P
ZONED S-�
-BE BURIED ON-SITE a NO TREES, SPRINKLER SYSTEMS, r T
a 66 TO RETENTION POND W x .
EX. 8" WATER MAIN °0 �� y X LIGHTING SYSTEMS OR SIGNS I ipdh = 50 ft, j
SYSTEMS, ANIMAL GUARD PER $UR. DET. �•
f SHALL BE WITHIN THE R/W OF
." J - 98 - 329 1 X CIG ' i _ - N BE REMOVED TO PROPERTY -
i
/f ay. SLS x864.7 6.
SAN 88°51'16A E - 17.82' �.. �' T WN WITHOUT T.O.C.NG 858311'6 (Ta
XISTING FIE-Q_TILE SHAIeL ^� P
O E ROAD WFT OU THE s c ROP -LtiFiE
do rh' x $6 4 T17N-R REVIEW & APPROVAL OF HCHD ahs. 4 10" CMP NNE IN`V - 854.26'
NW C q._ \ Y
��
N\TH- S 1 /2 SW 1 /
SW , �r � EX. ,s„ ,~ - S 894 l E - 69.76xa �� . -
PFi�lpl3 OF • , E, LOCATED & CONt�EZ`T) 0 10" PVC w INV. 854.35' 0�
OVER ALL STORM SEWER TO SjRUCTURE # 1 D? OR 59 1 > CMP Sly INV 854.35' �5 112 x �6" e�
x N 88"5134 E-1245.315 �� Q 49z.3" L
SEC 4 E IN ALL LOAC THE RETENTION POND
B. F. V r]
POINT OF BEGINNING n �, ? /� `- - 43
- - - rcc \"�SPE E COMMON AREA D *LANDSCAP4.2
M° APPROXIMATE DtREGTtONED BER 0,oi 0' a` 186,78on136.49'35' D.U.acL.E. 172.77' m. nl�� 59x ` ��.�� bta"n 'rt. kh0�0 2 D.U.&L.E. _ .r.. - - - \ �- �.• -'•� _ /
C'5 `' c r
1
fl _'+ -' ' ,o,� XMATE DIRECTION
-
t�r� p . OF 12"
'CC U /' CMP L(NDER DRAIN• /
I \ \ P W TO BE REMOVED Ins a
,
O R' " \ r \ \ " RIP RAP DTL �.
a Z 1 w 9q 5 yg.
� 3 \ \48 / n - PER 5/11
z� \
_
_
` ...
W,
W W a- \ ( � V i� 4
w \ APPROXIMATE LIMITS OF STA TUTORY,EASEMENT
U x '
Q w O \ ` FOR FITCH & J�SSUP REGULATED DRAIN, AA W�+Ln C]. Fill LOT 70 ELEVATIONS
> h Q. N `� \ 0 MEASURED.75 FEET FROM CENTERLiNE`•OF TILE
n 1 N
2a ON C„I
0V0 AS SHOWN & COMPACT N w ZW BUILDING PAD PER -`
\ x
000
SPECIFICATIONS 00 N• W
QD
aw
J00 N
81 W CD
00 , t
Ln
i
t
Z
N
----- - -
x - + APPROXIMATE CENTERLHNE BURIED 16" TILE, AS
NOT TO SCATS 5
i
SANITARY MANHOLE MR -211 t \ BY U.S.D.
e' SCALED FROM PROVIDED A 1
T.O.C. - 874.34' 1
`-
a" W 872.0 � � 866.0 865.0 �
� •• � " $5a O"L SFR
P N- INV. - 856.24'
8 PVC 5 {-. ,• '., ', Q � �,, , � _ � CONSERVATION SER VI E
r _
46,378, sq ft 51,471 sq ft. - 5 V C = I �g co
r
�1 0° O eA1 35,540 sq ft. ', l � POOL ELEV. 85 .53'
- -
• � FILL LO ATO vA l YEAR ELEV. 57.96
T n
A WN T
- S AC
EL ONS
AO
-YEAR
ub��. I 1 \\ eulaDlNG PAD PER i ibq-YEAR ELEV. 858.10'
1
,
&c
45
W
CONTRACTOR TO REMC iE �ry$o RETENTION ON
1K 1 \ .n� �' SPECIFICATIONS ��
MIN FREEBOARD ELEV, 86010 Z
6" SAN. LAT. 6 SAN. LAT. .y. v ` u a' P
TREES AS DIRECTED LiY, 6 1+92, 131' (LONG 3+X8. 131', (LONG) \ 1 ef' 1 �.- I D g0 is L2Q O
1 0
OWNER ;` DEVELOPER e� 17 1 _ y' 2, 1,16nT. �
. so BUILDING LINE LUCKY, ��. � � COMMON AREA A
i � ' --- � IN rR. 99-22622 � �+22, 1,16' (LONct) x N
DRAINAGE.EASEMENT \
5.21-4 'Ac'.
t
JOB No. 1 t9 ¢ O' ---�_ CHAIR-ggf�0i(8/C�1T8 10.>306 Ac. 1 � r � i ~ -J `\ �� �/
120' - 8" PE a i SQ,, ' SEE DET.fL � - � '
DIRECTIONAL BORE > j �Z f - NEW�HYD, V._ -;'Joe No. , _ \8 \
ZONED S-1 ; Q �1 �.� 3�w� x L2 r Q:.gs: ,20'x;" E; --- $" ,PVC 935' \
00 > " 7 / 1, - 8� C900 "172 77' Lf, L =] . �� . �p qCYINSTR., LLC. x
16 x8 TAPPING -'- - 0'48 s CONCRETE wAuc I 13 R� \ �' h 865.0
SLEEVE 1 8" PE - N 9 �` L4 - - - - - - - - 2g/ 280...0 'h 9 ° u \ 10.128"A-C"
A.D.A. RAMP ^' - -- --- O ! a"
120' - 8" PE DIRECTIONAL BORE 1
SEE DETAIL 4/13 8 `'� --,r 77,050 sq ft. :261.59'
4+00 C7 0' 862 9
r ' 2+00 � t � 03+� _ _ �
a 5
0 0. �° 0 a- I ---t- '- + I--- - - - - -' 136
2�' 12" RCP 302 --�'-7 � � ' +4 LONG
SUBDIVISION ENTRANCE IFS,^ en 1 ��; I E� °J o \7� F1LL.WT TO ELEVATIONS g
SEE DETAIL 6/13 $ , x� C C4� 5 13- 1 R(3' t. \ o� y� 1
4 N R�LED -1g�_ 30o r r -r •vim' mom �n ��tttte M • O \ s% S. �8 i A 1 t AS SHOWN & COMPACT
EEE- v ° i ' �� 111
T�REESt E CIRCLE cvRe & s BUILDING PAD PER
6-112 RCP„ °' �� sPEGFlcanoNs
vAR� `Eg 3 L5 ® 0 0. 88 Pv ®o.� o �® = 2a'e1a �'� I� \
32 400' 170,
N
ro �3a 5 to C0
�pn
ti $ �► SA�ITARY MANHOLE MR -21 0
CONTRACTOR TO REMOVE SD CONNECT T0; CATCH 3+4529' LONG b� - _-' \
iy
TREES AND PLACE' 6" SAN„ L/LT (LONG) �; PVC w INV. -957.21 / I
BASINS SEE DETAIL 5/13 BUILDING LIN£ PVC SE INV. 957.31' ` >> , O� le+ t I / . I�, C ♦♦^^
'- 1+89, 29' LONG 50 B � � � \ � � � V,
AS DIRECTED BY N _
OWNER I DEVELOPER i 0 /� � T
SANITARY MANHOLE OR -210A '�{ R' 1 1 1
= i T.O.C. - 97265' V LC x �p
EX. HYD. x 8` PVC SW INV_- ,855.3,' �� 8 4 �I ( 6+29, 20 ALONG) \ m r O
0-16160 o a B" PVC E 1N p55.41' ® Lj OQ `'� y �*t ` /
0 �1 II \ 9 46
+ 7,107 sq JC I -• I 1 r " f ,: � � - P O
2.
�,
o-
36,90
�. g' 868.6
36,947 sq ft. to (S` 1 ° x o c,, -2,1 Q - ----L n-7/
.J j I a % Q 44,3&9 sq ft. I �'I^ 115,615 sq' it. k �e ► j t''
Qt g e1 1 bq '00
W �` �,`}"� Z Z V ���� O D'5x t 1 ` \ �, 4, N' c)
NO
Q , 0 6 . �,, , , • 3,0 >
SANITARY MAN M 21 '•
Z 0. Q Ut ! WO x O d f T O.C. - 862.30' `%�12 t ) \ •
�!� w O 00 8' PVC NW INV. 858.op 6 �\ RIP -RAP
W �o r� Oo r i v 9" Pvc s INv. - 19' \ 2 m 5 p PER Dtl 5 f 12
p�, a, i
Ln
N FILL LOT TO ELEVATIONS C '�� i �g1 / 06 o rf1
(_4 °° SECTION 1 N `° ti o h Z
m OJ% AS SHOWN &COMPACT 1�.� I X a �, ( x
W fNI $ p. Q' W / p (' BUILDING PAD PER �ry �'�-7 E J ( t TYPICAL SSD STUB FROM
a ; l I w b SPECIFICATIONS CATCH BASIN TO EACH LOT �1� ti 9 ! T
U � to rn ' I 1 X APPROXIMATE LOCATION OF t; ', � y _ �T' �,`� '` � \I•Il
6F' ��O y Cr/ I N 1 PROVIDE, VALLEY CURB ti PIPELINE BA D UPON ` RK ;/ x
EX. 16" WATER MAIN 1�. O Z O /'------ I w
J - 98 - 329 pia to O PR1VA DRIVE ENTRANCE LOT 9 & 10 - SANITARY CONNECTION `, -'
$j _ I ( I SEE DETASHT. 13 PROVIDE EA. LOT W/ UUP�LEX GRER 5 ���'�•.. s L Z . Q
N STONE L YNTH PUMP 8Y BUILDER �J
w O I I X.I PT 8+ 01 STEEL ENT� Y GATE-
- • 7 PER OWNER\OPPOSITE
LL
SANITARY MANHOLE MR -210 \ p U M % ^� p 3 4' r HAND OF WA L OTL. PyG pN`(�ONG� ;i/ \- CSS W
T.O.C. - 870.49' ? hM 6[} p ON SHEET 20 \ \ 2 28 �� 1'
8" PVC N -S INV. - 854.26' 'o o O Q ` N .1 , I C1t _ C 0) )2 9+20. ,�. . � i.,' a7 F (� t L CTI
8" PVC NE INV. - 854.36' W Z m / 0' 0 - _ - J L - I \ 106 \. GY`S .� • ` c -�
i- Q. e° - - - - _� a 39,395 sq ft. I NEW HYD. O \ = W 771
� a1 , I �.' + ._.� - _ ® 25' D.U.& L.E. 3os . -� 959 I ,o 'D-196,5 J ,'`..�' "� /GPS -- - _a,,•• .I'
1 x SANITARY' MANHOLE MR -210D
O \ rn eo \ T.O.C. - 862.75' + S I ". I
O
� of GP � \ ,�} ^ SE CORNER, `SW 1/4, NA 1,'4 � � O
U /� �- 8" PVC NINV. - 858.89' g /
s SANITARY MANHOLE MR -209A I t 144.75 1 75.44 F 7 2" INV. - 858.99` 124. �! •48' ,~ «5 X _fig-- -"'�9-7771-7k
T.O.C. - 870.27'
11 -+ - c- -55 --Si-C_- �p F- C%
8" PVC N-5 INV. - 853.92 I i " t N 88.51'34" E I I r 6" SAN. LAT.�� 2F'
N 0' 341
�- ,�" , � S 88'51.' 3 e �� � �_ S 8851 '��'3AC' o -
a.. D.U.&L. E. LANDSCAPED BERM 3a 6 a s+2o, 30' (LONG)
r'. • E ? 7 D1 O 4: __ I /'� AS dC U.E.
4
/ 35' 0. z O DRAWN 8Y:
CONT1jAC1'OR '0 . +00. 1 S N O a
X. 16"x6" TEE N AREA W ' _
,,� ,- ,� G <� ?�` cr � � � �►• ? - PAW
O OP CE COM ON a & SAP ANY WELLS PER NF_ TH m n I� D _ +fyt �?'3
o QEFo1ulrLr _ -- - - - - - 0 8'51'16 W �
EX' LU¢1 -- i cs �� b Ep COMMON ARA ( Y 1 f CHECKED BY ALD
r i p o
EX. BOA ---' o `Ili - - BO
$ .04" W Z� � _ PROJECT N
X39 C IC ER n• ._,; �x,s N€ "�. i o P - REPOSED G)C5 PIF'EL1NE A�SEMENTER
J p
CAMDEN WALK ` J W I rn G b 9905-0007
- --
* " ♦ -a /' x I 201. 65, M.B. 31, P.G. 121 AND M.B. 31, PG 278-280 a62
1 1 I��B* ! W NOT INCLUD m v /� RED II �� JOB No. 2 vON ACTOR TO FiROVtD'"c. x
PVC 4 G - DTH 0 SEMEN S
a KENNL I r, & ALLEN STEPHENS _ EE No.
� JO �x PS ER
o I 6'B 1 2 TRE PR TECTIVE'F�Nrlr� PRECIS ;LOCA ION AND Wt SHEET No 8_ �- � 3" PE 240' E, T OF T
- BOOK 170, PG. 46 Z t\i ® 8'x6" TIES s 6" VALvE ARO tJD �CAA10pY;' OF EES IS CURRENTLY UNQEFINED.
t ;' A I RmUCER ;AS f -- LINES THR ueHau�,Qsr c ofd _.
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