HomeMy WebLinkAbout0387.01 As BuiltM
L
1
1 1 2 1 3
4 I 5
® STORM SEWER TABLE
6 1 7 1 8
STR #
116
STA BASELINE
4+74.32 'A'
OFFSET LT/RT
138.00' LT
TYPE
BEEHIVE INLET
TC
764.40
INVERTS
761.90 (E)
117
1+65.00 'B"
13.00' LT
CURB INLET
762.45
758.12 (S&N)
118
1+65.00 'B'
13.00' RT
CURB INLET
762.45
758.25 (S&N)
119
1+65.00 'A'
153.00' RT
BEEHIVE INLET
762.30
759.00 (S&E), 758.94 (W), 758.74 (N)
120
1+93.28 'A"
13.00' RT
CURB INLET
762.69
759.55 (W&E)
121
1+93.28 'A"
13.00' LT
CURB INLET
762.89
759.63 (W&E)
122
1+94.32 'A'
137.00' LT
BEEHIVE INLET
762.50
78000 (E)
123
1+96.71 'A'
250.00' RT
BEEHIVE INLET
762.90
760.40 (W)
124
1+26.76 'A"
153.20' RT
STRAIGHT CURB INLET
765.26
760.40 (N)
121
13+43.64 'A'
53.18' LT
END SECTION
1 765.80
750.70
UTILITIES -
CARMEL
GAS
ELECTRIC
Indiana Gas Company
PSI Energy
15900 Allisonville Road
1441 South Guilford
P.O. Box 1700
P.O. Box 876
Noblesville, IN 46060
Carmel, IN 46032
(317) 776-5533
(317) 581-3040
TELEPHONE
CABLE TV
Ameritech
Jones Intercable
EXISTING TREE ROWS\.ALONG NORTH AND
WEST BOUNDARY SHALL: BE PRESERVED
® STORM SEWER TABLE
E
STR #
E101
STA BASELINE
------
OFFSET LT/RT
------
TYPE
EXISTING INLET
TC
753.03
INVERTS
750.30 (NW), 750.28 (E)
107
11+76.69 'A'
139.39' LT
END SECTION
LT
750.70
108
10+85.73 'A'
141.99' LT
BEEHIVE INLET
756.50
751.77 (W&E)
109
8+60.75 'A'
145.15' LT
BEEHIVE INLET
761.90
753.23 (S&E)
110
8+75.74 'A'
13.00' LT
CURB INLET
761.88
754.28 (S), 754.03 (N)
111
8+75.74 'A'
13.00' RT
CURB INLET
761.88
754.66 (S&N)
112
8+72.47 'A'
125.95' RT
STORM MANHOLE
762.80
756.01 (SW&N)
113
1+65.03 'B'
143.00' LT
BEEHIVE INLET
763.00
760.07 (S), 757.13 (W&NE)
114
4+74.00 'A'
13.00' RT
CURB INLET
765.80
761.45 (W&E)
115
1 4+74.00 'A'
13.00' LT
CURB INLET
1 765.80
761.53 (W&E)
• NOTE: STORM STRUCTURES 107, 108 & 127 CAN BE LOCATED BY EXTENDING THE STATIONING OF
LINE A; INTO FUTU E SECTION 2.,
NOPTHjIIEWi C IST1AN,, �.IF� CH�RC __,�
DUdcSE
Il A A A A A
774 -
vm rr-- 772
109
itsl]
11 I 12
Q SANITARY SEWER TABLE
13
STR #
E1
STA BASELINE
------
OFFSET
------
LT/RT
TYPE
MANHOLE
TC
762.76
INVERTS
751.73 (NE), EX -748.73 (W&E)
1
1+47.37 'A'
28.00'
LT
MANHOLE
763.70
754.28 (N), 754.18 (SW)
2
3+18.72 'A'
28.00'
LT
MANHOLE
764.20
755.69 (N), 755.25 (E), 755.05 (S)
3
2+49.99 'B'
28.00'
LT
MANHOLE
763.70
756.50 (W)
4
6+01.07 •A'
33.00'
LT
MANHOLE
767.90
757.10 (NE), 757.00 (S)
5
6+90.31 'A'
33.00'
LT
MANHOLE
767.00
757.72 (E), 757.62 (SW)
8
1 7+65.59 'A'
32.83'
LT
MANHOLE 1
765.30
758.07 (W)
H.P 768.5 768.0 " ' j°' 2 _ 5' W 18' 0 0.6 r 107 j N
5858 North College Avenue 516 East Carmel Drive I 5 H. '
Indianapolis, IN 46220 P.O. Box 668 $ _ 6��2 0.00 6 6 l� 9 "" + GRAIN �r 7 N
(317) 252-4275 Carmel. 462332 �- 10' DUA- E ' DU& \ i --1- ----! r 0. _. _ 758.4 _ - 7 - - DETAIL ON 1
3 \- x I �\ \ ; 13 OF 1 1 I % 108 91' OF 18' , . C O 'dN~ AREA ^
STORM SEWER SANITARY SEWER A
I �a �_. _ i I RCID 0 0. ' I i I � RCP 0 1.18% 1 �
I #
City Engineer Carmel City Utilities M �` ( I ,� I o
9 g 10 0 -4 ORM L POOL ELEV 75 .70
City of Carmel 1 Civic Square ,C`� crs -
8 I I► I / I
1 Civic Square Carmel, IN 46032 767.8 766,610 YEAR ELEV-754. 8
127
Carmel, IN 46032 (317) 571-2442 768.$ 1, �o
(317) 571-2441 N / 1 �1 7Y OF 8' ' 1 ! tr r I DU&SE'1 .- UJ
7 `�� �' / PVC 0 0.45%
WATER STREETS �j� f s �. P X �5 6 15' DU&SE 5' J- - 'r
S _ -t II
T
Carmel City Utilities Camel Street Department / f A�¢o ' ���g 6 ' `u,� 2 -�� f 9 cy
I Civic Square 211 Second Street, S.W. /� 26 15=-'-"'--'�-216.2
H Carred, IN 46032 Carmel, IN 46032 .��' 768.7 1 0 X t - - - -_-
(317) 571-2442 (317) 571-2637 7+00 ; _ +oo ! cVL�iRTU E D LVE T _- - _ _- _- - -_ �_- - _- - - - �� -
� -
Utility Hotline: within Indiana 1-800-382-5544 �'� l� $i ;� 7 11� t UN »A"1 - I - ( - -r -
outside indiana 1-800-428-5200 61�
?¢ 65' 4 `� 94' 766. 7Q.00' 6.5 ti -
'
NOTE o �+ 15 DUA2.94 7 00 1 62 ,
The size and location of utilities are per plans and locations provided b the 1 1�a D SE` ! r
respective utility companies. All utilitycompaniesshall be notified prior to any 8 ? 'ti`O 15' �L ; f!^� 15�13L` -T i -•�-- -" T + ` - -�- r-
excavation for field location of services. ,� ^ X� a, 1 I 1 i j r J '�
I i1
G7s.o 7
. ICL
767.s ; ' o $
768.7
\
' S
7 5.1 ! ,! - ,, � _. � / / ; r � � ;i I �•,! i I I �. I I � II I I I I � I i I o
6 7 S �_^ 11 1• (I I I II _L - __I I I
CL
� 113.63'
----♦-- - o ( 50� 2
Existing Storm Sewer 2 70.00 64. _ 63
. .3 7 5New Storm Sewer el oI OMMA Zi 76.7
Existing Sanitary Sewer -
125 OF 12 RCP 0 0.7
�34--
766.3 &SE
New Sanitary Sewer 0DU&SE
64 4 7 .00' 6
\ II III IIIIII I
\ \IIII
III
- 1
L
F ��'70
1 OF 12" 0100 Existing Contour 20oDU&SE V DU&SE
V) -10-Ah&SF 114 26' qf 3
® New Pavement Grade 115 _ W0 0.x 00.90% \\
'
�
I-2-----'
_ ,-
® \ ,\ w o o �; c FU \II `� \�I \
All Other Finish Grades I ,1 a � o S 0 0 0 j _ -�-Y - `��� I J � a$ /16 THE 0 �� " h I I9 2 .�
Q Storm Structure Number z 766.5 / /765. 764.5 I�`\ `Il` \ I
W ^ 29� OE 0.45X _ O
765.1 765.8 ` O - °D c fir-. -,, r - 'v' ��" ' �"�~� . •_.�"v.Y , r -.r ��. ��J}I ' \r o
Sanitary Structure Number Z
Flow Arrow _ j 15 ------
E �.. I\ 6 45.07' 0.00'Ut� t15' DU&SE' 5' ou& 70.00'
Denotes Elevation and Z� 7 .e 763
�, 766.5, ' ��
000.0 Approximate Pad Size o �~ , �,
z �a PVI _
» i 00 1 j 1+00 �t1.80X- PV1 80X 2+00 PVI- U �/0\,
t ro „r = S D1C1 Vt / -------- 6 Subsurface Drain W7-7
^ 763s l 7s 782.45 N � I
-I- - 4" Tee service / ^ 764. 764.7 7 6 $ - E g f + -_ Y ! '
2 OF 8 PVC 0 0.45X26 OF 15 RCP 0 .50= - - \
W Fire Hydrant W waterline ` I 171' OF 8' P 0 0.45X , • - _ -'�`'� ;
' 2 j g 7 15 t 15 BL --% -�- X r l t \ \ �. \ `2 \ I
Denotes Minimun Flood � � � Y � -' -� - - 1 ' 1
MFPG=000.0 �I \ 765,2 j ) k 118 3 ! i , \ \ \
D Protection Grade
q� - / 1=
C71 6' 1117
76 . 764.1 b b r�' QS 1
-- IA2.3 764,5'
-_7-6A,.4
be
P, X
TIMBER \764.6 \ r o , .� I \ \ \ `
CREST BEND o ( `t.24' OF 12•' 121 N ,20 �i% ,52' OF 2• ; 85' OF 12•
122 RCI�0�0.30X c ^ ' RCP 0 0.40% 119 RCP 0 1.65%�,� -t�(
10 DU&SE ^ g .P. 7113. t�DU&SE - - 10_DU&3E - - - �-1 --.' �-" '�" %-�` �/ / _' �' ` i i \� rr \
762. 12.0 ' N X0.0 7 18.88 51.13 70.00' 7s .t - - - I I-- �- �' t /' I
C f°DU& sa , 7657 A - - t �jJ, 77 ti
�, -765-- �� " ' } t (-, t. ' 1 768
77 ^ 770- 11-- i/ : y �-•r } ' l I 1 /f
7 „ I $ 770 ,
-
=At:CE - 1 1 15 NON- _CESS ESMT. .,
i5 &SE 765.5 2 R 1.98X
- 163.5 113.86 _ _......_..
` ( 111.07 7s - - �- - �` _•� -�• ''� _- -'� 1� J i ? j �-j \ _
• , ,A 78 .0 1763.5 1
� 124 t - ----j- - - � ,,-,. -__.-�=-"•.---T" _- -,=_`--'"=-' '.r' `
1 8' PV 0 206 W
a .-.
_77�- _
M /
f
-ti
.--.. - - c -...rye
NoEXISTING 36' SANITARY79� T11 A
SEWER a >
77:
. - - - - - ------------�
CU
CU -RA
- /�� -- _ - - - - THE LAKES AT HAZEL DELL i
Ln A
.� -7_(PROPOSED)i
-�- I
0
v
CD
N
N
1 2 3 4 1 5 6 7 8 1 9 1 10 1 11 12 1 13
I 14
HOLEY MOLEY SAYS
"DON'T
DIG
BLIND
15
"IT'S THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1-800-382-5544 1
CALL TOLL FREE I
PER INDIANA STATE LAW IS -69-1991.
IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH
WITHOUT N�VIG TWO E 2)DouND�(�KISCALE: 1 "-50'
DAYS BEFORE COMMENCING WORK. -
a
14
1. ALL GRADES AT BOUNDARY SHALL DEET EXISTING GRADES.
2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR TO M
VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO
HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S
RESPONSIBIJTY TO CONTACT THE OWNERS OF THE VARIOUS
UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE
WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY IN
WRITING THE OWNER AND THE ENGINEER OF ANY CHANGES,
OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD
BEFORE WORK IS STARTED OR RESUMED.
3. STANDARD SPECIFICATIONS FOR THE CITY OF CARMEL,
INDIANA SHALL APPLY FOR ALL SANITARY AND STORM SEWERS.
4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES
RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH L
GRANULAR MATERIAL
.y
& THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE PER
INFORMATION PROVIDED BY THE RESPECTIVE UPUTY COMPANIES.
ALL UTILITY COMPANIES SHOULD BE NOTIFIED PRIOR TO ANY
EXCAVATION FOR FIELD LOCATION OF SERVICES.
6. SERVICE WALKS SHALL BE NON -REINFORCED CONCRETE 4'
THICK AND 4' IN WIDTH.
7. 4' CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH LOT TO
BE CONSTRUCTED BY OTHERS.
& EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK
INTERSECTION AND BETWEEN WALKS AND PLATFORMS. SIDEWALK K
SCORES ARE TO BE EQUALLY SPACED BETWEEN EXPANSION JOINTS.
CONTRACTION JOINTS AND PERPENDICULAR SIDEWALKS AT 5'
INTERVALS OR LESS WiTH A CONTRAC11ON JOINT EVERY 20' OR
LESS.
9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
10 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED
IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR
WORKER SAFETY.
11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES.
J •
M�i"'� (c
T.B.M. U.S.G.S. DISC IN CONCRETE POST 54' WEST OF CENTERLINE OF
RIVER AVENUE AND 18' NORTH OF THE CENTERLINE OF 131st
STREET STAMPED 95 -RHP 1951. 114
ELEV.- 751.46
T.B.M. PK NAIL 1' UP NORTH SIDE PWP. # 300-758 SOUTH SIDE 126TH
STREET EAST OF HAZEL DELL ROAD.
ELEV.-755.08
Revisions
G
F
S.V1,
'R_ STATE OF :'
.y
'1SS�ONAL E�G`���
����fitriiiil%W
CERTIFIED BY
THIS AND THE gEAS, ' q1=TAIN0
HERE]N ARE THE EXCLUSIVE WIEL ECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR N
PART, WITHOUT THE WIVIEN CONSENT OF THE SCIINEMM CORPORATION. D '
1999, The Schneider Corporation
r' The
&Imeida
Coiporauon
3020 North Post Road Engineering
Indianapolis, Indiana Surveying
46226-6518 Landscape Architecture
317-898-8282 GIS * LIS
317-899-8010 Fax Geology
Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson k Aasoo.
4. ESTRMGE DEVELOPEIIENT CO., INC.
THE OVERTURE SECTION 1 B
HAMILTON COUNTY, MUNA
DEVELOPMENT PLAN
Date Project No. Drawn Approv.
02/19/99 2410.001 PRC
Computer Files Sheet No. A
j >:ff2K\2410\\DWGS\C101
XREF: 29814C2 (C1011
XREF: a \2K\2410 002\DWGS\002BS
XREF: J. \1442\002 DWGS��IBS, 2BS
XREF: J:\1442\002\OWGS\HZLDELL
15