HomeMy WebLinkAbout24-93 SP The Village At Millbrook Development Plan_----- � VENUE ------ __
____--- ---_ KEYSTONE
-- ---
"p
-
_______-.-----------'`775
GREEN
a -�"-� ,` -_-_ - -- .-
- - -- -
_ - Y --- r "�' 1 15" SA NFR\ EXISTING 6 FORCE MAIN
'PVC ®1.8496 -REMOVE EXISTING DRI _ � a' i-
-
EASEIAENT AFTER NEW ACC 1',C TFD _...m___ _.-.
-- n I CRESS E _ _ . .
-- -
._ g
EXISTING 15 SANITARY SEWER -•_ - ::�-•�.�._: =---- • ::-.-_..__. _ _ - - -
EXISTING 1 ORGE _ .._.-....____...__....___. - -- _ _- - _ -_ - - __ - - --
_--- _...._...___....___.._ 22 D 6cSE
LP
- PROPOSE -7
RESTRIC
- C AR _ - - - -- -
`-�- Y I � 7+� 6P74.14 - oc 6+1 .2 6+00 6A7�J
_ -
- `o ROAD p J o
i
777. 9 5 777.82 777.99 �
/ S-713
pF BER1A 77 1 � < 4 °I• 11g 35.7 a, 20.12' _ 4't a
S `j TOP jog <,° \ 3 \\ g 1 ®° - - -1 u3'_ OFF 8 PVC 0.45z �1 S , t 773- ��� 1� tQ' DUdcSE X 1� g� 8 0' DUkSE
22' DU �g 1h. 110 4 Ck I 2' 1 1l l
/ O I ! >>^ p 107 22'Tua-
a o I 9 1395
�
34 �� >,S > A, T i 779.8 22' DU&SE)
113' OF 24' RCP A 0.40 A4 R 10' DU&SE
� 776.6 , /e >.� y o i779.0 � � _ 22' B�
22' BL ��� >s 1 776. -+-- 778.4 N- 73' 778.8
/ ! ' � !15' DU&SE ? , 106 �x`�9 139.02' 778.5-104.80'- ^
n�
00 1 >6 5' DU&SE g \O ?�� 0 03 i 11' 23 (� I 1 0 1 79. I a
cA ss '>s X 779.1 I 779.8 w 9.1 777.0
35 00 0 I �,y 0y ��' 13' OF 8' PVC 0 0.457.
/ --
116 9'
ro _ � Sg;.� 110.00- 7.0 � v+22' B 104 � ' -' >>22 i��
'X` 10' DU 05 22 DUKk r - 0' DU&SE I 11 " 77 .S + o
p >K
v O O <
25 g g N
N 778.E �o 779.5 ' ne.2 na.7 n7.
Z�769�.17 X �o 6.0 �A l
`° �h� >j ?�. DU&SE '``N > 777.7 110.00' 778. ` I �1g 22' DUdcSE
J I f LAKE
75.9 777.4 78.1 22' BL o
NORMAL POOL ELEV=770.00 ��8 '!og o, 2r DU&SE ��, 22 Duos ? 9 5
10 S.Y. k �g o`O° 22' BL +
_ i / X �� 21 s 79.1
t RIP R 100 YEAR FLOOD ELEV=770.76 7,0 �s o S s' Dua�E
I J! 2 � 3 > O ^ 1' 1 u;
0 + �� gh� S, 110 0 7791,.1 m 78 120
i 4 101 �01 o f 776.4 ^,�. 32.58' 771.3 Ob.Do' 717.0
' I ��o i I I ; , h�cA `�; ��' !ip 775.4 110.00777. 776.9 110.00' 778.3 777.8 4r,
Z o -C,
12i
g � � � 3 >j 22' DU&SE � �b• /g� 1D' i •� Cr,� ,\ 2 � Z , J 1 �
x S rO _ 26' 1 RCP 0 1.00%� ^' ® Lijm doh 1g 4K
88''Of 18" RCP ®1.00% 777.3 `� 9 '�DUA
U
� j{ p j � i "' ,^` '>6B 7 1,�h`c �,'',f, ��\ ,js,, / _ _ �'• 20 1�0' 11� �� 1 31 � N'
776.710' ouasE a / , .7 778.H\ Y
0� yam. cP - 775 �\ - 163' OF8 ® 0.45z ' I _ CD I 777.5 778.0 777.0
-
766 �� i 1 i I >js i > 22' 8L >j �o , o° / { 7 _ 775.6' 110.00'J 776.3 7 m i 110.00'
^' I i 1 ' / _ 7 S >60 28 �. + .
tJ ��--
,) VARIABLE r7t o g ( d
\DJ&SE - E I �22 BL 1o�u 14 778.4
19
> s �cg / �j N 6 777. 775.8 W
224 OF 24' RCP 0 0.20% i 777.7 414�70
12.20' 10.00' 777.1 777.2
777.E >'6 , 77 a' � 775.9
I
? � `� o , � 115 �1 K 3
hg / COMMON _ 0 2r s 15 2 g
41 ,,6 �. /h� Q / / '� t - 18 u ' � 778.1 46 22' DU&SE
1 ,fro ) h
�'/ / ! 777.5 ' 122' OF 12' RCP @ 0.65% �
777.5 , .< >3.6 30
777 / xe °�, 777.0 77 .5 110.00' _ 776.8 ,; 776.E �
ro/ /
! �i / ti'` 6.2 1 U. t 5' DUA6E 777.3 + io
+, I � �, 10 15 DU&SE �
o 42
�' `' 1 �'0 10' dcSE 254' OF B' PVC 0. 5z ex�' 16
JJO ! 22' DU&SE �1778.3 N1 778.4 g �� BL8
>>6S - 776 _ !off x?o 776.0 22' BL , j 22' DLI&SE - ( `
I \ / 6 22' \DUASE 22' BL I �_
/ 6
\ B' PVC S 0� , � , !S '� 4 � � 118
43 \ / S`� BA 83 >6� J� '�6� p l E°l Ay 111 43 )3 `�•.�„� 11 T t 18' RCP 8 0.35 116 a ^ 0 �778.0
o 1 \ 1'4'' �// . 22' BL ! ! h c, R S 155' OF A 0. 20.74 p
/c, !0 h \ , a �g x 21 RGn 11
20% 7 I 117' OF 12 RCP 0 0.40%
�6,7 S, > 112 ,� 1.43z c�N FkCt 1gh LIN A" 55z -2.[
' %/ { 777.E >s \ �� / - +0.60z_ MILLBROOK P '
\ / / / //// 9 Vry - -- 1
B / 4 a P t+ 1+96.76 + 10+
82
777.62 WAY 777.0 777.00 777.53 77 . 7 77,
// / / \ \ r- - - >// //// ! D, ) ( PARK 79' OF 12 RCP 0 0.70%
\/ >>S \ / / 1� 2 356.36'
CARMEL CHEEK \ / / / ///
0 YEAR OOD EL, V=774 8122' DU&SE
/ 1
45/// / / 85 \ ,,�� „, ! //� / // ------ 778 - - --
/ / \ \ LIMffS OF NE A / �o /// 7\ 15' DU&SE g -
\ P FIRM MAP, COMMUNITY / 134' 12' RCP 0 0.40% i
\ / AN EL 180081 0013C e• PVC STUB FU TU YOUR
GENERAL NOTES: 7 / \ / / / \ \ 80 i' �// / ////� \/ 69 \� o \ _% THE GR LLBR00�-
1. ALL GRADES AT BOUNDARY SHALL MEET EXISTING / ' �// / 6 / 1 \ // // //// / \ - -- E .75 ,87
\/ �� 7
/ 46 \/� � \ 1 / / /// / \ � 84
2. IT SHALL BE THE RESPONSIBILITY OF EACH /` //�� / FUTUR LION 2 // / \
UTILITIES AND SUBCONTRACTOR
RIFY ALL PERTAININGETO HIS \ // 113
\ � �'HE VI AT MILLBR \� / ` / \ � STORM SEWER TABLE
PHASE OF WORK. IT SHALL ALSO BE THE �� //// / // �C 68 \ /
SUBCONTRACTOR'S RESPONSIBILITY TO CONTACT Q(�
THE OWNERS OF THE VARIOUS UTILITIES FOR / 77 / /// / // / \
777
PROPER STAKE LOCATION OF EACH UTILITY
BEFORE WORK IS STARTED. THE SUBCONTRACTOR / 4
SHALL NOTIFY IN WRITING THE OWNER OR THE A
ENGINEER OF ANY CHANGES, OMISSIONS, OR / \ \ 78
ERRORS FOUND ON THESE PLANS OR IN FIELD � 7
- a
BEFORE WORK IS STARTED OR RESUMED. / / / / \ / %/// / ����// / 6`\t
3. STANDARD SPECIFICATIONS FOR CLAY TOWNSHIP I� LEGEND GAS s ELECTRIC
REGIONAL WASTE DISTRICT SHALL APPLY FOR ' -7 I Ill !)B
ALL SANITARY SEWERS.
' I' ' INDIANA GAS COMPANY PSI ENERGY
15900 ALLISONVILLE ROAD 1441 N. GUILFORD AVE.
4. ANY PART OF THE SANITARY OR STORM SEWER Existing Storm Sewer NOBLESVILLE, IN 46060 CARMEL, IN 46032
TRENCHES RUNNING UNDER PAVED AREAS TO BE I �- �•�-��- New Storm Sewer (317) 773-0430 (317) 261-8296
BACKFILLED WITH GRANULAR MATERIAL. Existing Sanitary Sewer 5. THE SIZE AND LOCATION OF EXISTING UTILITIES TELEPHONE STORM SEWER (I I >>9
SHOWN ARE PER INFORMATION PROVIDED BY THE I I New Sanitary Sewer INDIANA BELL TELEPHONE CO. HAMILTON COUNTY SURVEYOR
RESPECTIVE UTILITY COMPANIES. ALL UTILITY II 5858 NORTH COLLEGE AVENUE 942 MAPLE AVENUE
49
COMPANIES SHOULD BY NOTIFIED PRIOR TO ANY INDIANAPOUS, IN 46204 NOBLESVILLE, IN 46060 260
EXCAVATION FOR FIELD LOCATION OF SERVICES. i II I ' -.. Existing Contour (317) 252-5878 (317) 776-9626
6. SERVICE WALKS SHALL BE NON -REINFORCED Existing Elevation CABLE Tv �
CONCRETE 4" THICK AND 4' IN WIDTH. �� -� ` STREETS
111' 000.00 7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OFNew Pavement Grade JONES INTERCABLE CITY OF CARMEL \•
,� \ 516 EAST CARMEL DRIVE 11 FIRST AVENUE N. E.
EACH LOT TO BE CONSTRUCTED BY OTHERS. All Other Finish Grades CARMEL, IN 46032 CARMEL. IN 46032
1° (317) 844-8877 (317) 846-7316
8. TEMPORARY TRAFFIC CONTROL DURING ` 0 000.00
t ) Corrected Grades
CONSTRUCTION TO CONFORM TO APPLICABLE , ` `� \ \ WATER SANITARY SEWER
LOCAL AND STATE STANDARDS. E) Storm Structure Number
INDIANAPOLIS WATER CO. CLAY TOWNSHIP REGIONAL WASTE DISTRICT
9. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE 1228 WATERWAY BLVD. 10755 NORTH COLLEGE
PERFORMED IN COMPLIANCE WITH APPLICABLE oo Sanitary Structure Number INDIANAPOLIS, IN 46286 INDIANAPOLIS, IN 46240
O.S.H.A. STANDARDS FOR WORKER SAFETY.
(317) 263-6319 (317) 844-9200
Flow Arrow
10. CONTRACTOR SHALL MINIMIZE DAMAGE TO
EXISTING TREES. UTILITY HOTLINE: WITHIN INDIANA 1-800-382-5544
OUTSIDE INDIANA 1-800-428-5200
Denotes Elevation and The size and location of utflitles are per plans and locations provided by the
11. THE CONTRACTOR SHALL GRADE PADS 5' EXTEND 000.0 Approximate Pad Size respective utility companies. All utility companies shall be notified prior to any
IN All r)IRFCTif)N FOR FINISHED PRODUCT.
excavation for field location of services.
LA
STR #
STA BASELINE
OFFSET LT/RT
TYPE
TC
INVERTS
101
14+14.89 'B'
456.03' RT
END SECTION
762.50
102
14+D4.46 'B'
368.65' RT
PO SPECIAL763.38
OUTLET
(N)
103
9+40.98 'B"
151.46' RT
END SECTION
769.66
103A
9+40.98 '8'
38.00' RT
STORM MANHOLE
775.30
770.11 (SW&NE)
104
9+50.D0 'B'
13.00' RT
CURB INLET
774.70
770.22 (SW&NE)
105
9+50.D0 'B"
13.00' LT
CURB INLET
774.70
771.30 (SE), 770.30 (SW&NE)
106
0+30.00 "C'
13.74' LT
CURB INLET
775-25
772.42 (SE&NW)
107
0+30.D0 'C'
13.17' RT
CURB INLET
775.25
772.69 (NW)
108
2+11.75 "C'
54.07' RT
BEEHIVE INLET
774.50
771.63 (S), 770.59 (SWANE)
109
2+15.32 'C"
13.00' RT
CURB INLET
774.94
772.04 (SAN)
110
2+15.32 'C'
13.00' LT
CURB INLET
774.94
772.30 (N)
111
15+00.00 'A'
24.49' LT
CURB INLET
775.71
771.77 (NW), 771.29 (SW), 771.04 (NE)
112
15+00.00 'A"
23.00' LT
CURB INLET
775.71
771.96 (SW&SE)
113
14+36.37 'A"
129.91' LT
BEEHIVE INLET
775.00
772,50 (NE)
114
13+25.60 "A'
38.00' RT
STORM MANHOLE
778.20
772.21 (E), 771.74 (S), 771.60 (NE)
115
13+21.74 'A'
160.37' RT
BEEHIVE INLET
775.PO
773.D0 (W)
116
D+40.DO "B'
13.10' LT
CURB INLET
776.17
772.52 (SE), 772.27 (S), 772.15 (N)
117
12+06.03 'A"
23.06' LT
CURB INLET
776.85
773.16 (N)
118
0+40.00 'B"
13.23' RT
CURB INLET
776.17
772.48 (S), 772.36 (N)
119
10+76.93 'A"
40.98' RT
STORM MANHOLE
778,00
772.95 (N,E&W)
120
10+76.93 'A'
268.20' RT
STORM MANHOLE
777.00
773.86 (WAS)
121
10+41.56 'A'
268.20' RT
END SECTION
774.00
122
10+76.93 'A'
38.02' LT
BEEHIVE INLET
777 DO
773,50 (E)
�'
HOLEY MOLEY SAYS
tt DON'T
DIG
IRLINn
•� �� A-
z
z
w
ASSUMED NORTH
.d
SCALE: 1 "=50'IIJ
Vi
o
1=800,&382-8544 C3
V) o
,hg CALL TOLL FREE O
1-800i-428-6 00 rn z Li
S -
FOR CALLS OUTSIDE OF INDIANA
1 � z
BENCH MARKS
rnJS
o
B.M. 19 CHISELED SQUARE ON THE SOUTHERN
DOWNSTREAM HANDRAIL AT THE WHITE N
i OAK DRIVE BRIDGE OVER CARMEL W
CREEK.
rn
- - ELEV=768.45 0 �'
o �
B. M. 21 TWO FILE MARKS ON THE DOWNSTREAM m
END OF THE CULVERT FOR CARMEL
0
CREEK UNDER 106 th STREET. Z
ELEV=784.40 z
N
I a NOTE: o N
HATCHING REFERS TO - r
15' OF PAVEMENT & 3' FOR m
-J A SHOULDER, FOR A TOTAL OF
18' PASSED CENTERLINE NORTH
-SEE DETAIL SECTION "A -A' S-5/14.
9
Opp
11 1� Z .e►: .Z � Q :.�'
a
U
Q SANITARY SEWER TABLE
STR
STA BASELINE
OFFSET LT/RT
TYPE
TC
INVERTS
Et
------
-----
NMG
MANHOLE
774.D0
754.27 (SW), 753.02 (S), 752.97 (N)
1
8+00.69 'B"
25.00' RT
DROP MANHOLE
MANHOLE776.50
767.82 (S), 65.6 S ,
1
2
10+60.98 'B'
28.00' RT
MANHOLE
775.90
757.99 (NW), 757.89 (SE)
3
13+35.98 'B'
26.00' RT
MANHOLE
776.50
759.33 (NW), STUB, 759.23 (SE)
4
0+73,06 "C'
35.00' LT
MANHOLE
777.00
766.22 (SW), 766.12 (NE)
5
1+68.81 'C'
28.00' LT
MANHOLE
776.20
766.83 (W), 766.73 (NE)
6
3+27.29 'C'
31.00' LT
MANHOLE
776.20
767.66 (NW), 767.56 (E)
7
5+67.69 "C"
27.00' LT
MANHOLE
776.10
768.90 (NW ) STUB, 768.80 (SE)
8
5+54.51 'B'
23.00' LT
MANHOLE
778.80
769.00 (SW), 768.90 (N)
9
4+30.26 'B'
23.00' LT
MANHOLE
779.00
769.56 (W), 769.46 (NE)
10
1+01.03 "B"
23,00' LT
MANHOLE
777.00
771.D0 (E)
N
w
w
U
om c to
O a� ° LA
a0
C) c o
IL)
,M N
NZ
oZ
d _Q N
W F- o N rn
0Z
Z a`y
N o0
mC
W oo a) �Q C+
QvW L
Zco
F-i a 01 (n
0
o
U d
Cn V)
Q
w
CO J
Q
L j cU
00 V)
z 000
M
O
Z
(w d.
C1,
C:)
W
_J M
O Q
Q D_
Q LL_LLj
W
v� Cr_� C:)
� LLJ Q_
WF-M
SHEET
S-3
OF
14
FILE NAME: 858E1DEV
0
q-