HomeMy WebLinkAbout0311.97.31 I 2 l 3 I 4
0 SANITARY SEWER TABLE
STR
STA BASE
OFFSET
LT/RT
TYPE
TC
17
0+10.14 B
30.00'
RT
MANHOLE
756.30
18
1 +46.10 B
30.00'
RT
MANHOLE
755.40
19
3 +35.55 B
46.76
RT
MANHOLE
757.50
20
14+66.67 A
30.00'
LT
MANHOLE
759.50
21
12 +10.67 A
30.00'
LT
MANHOLE
763.50
22
4+69.41 B
35.00'
RT
MANHOLE
756.20
23
13+14.42 C
40.00'
LT
MANHOLE
762.30
24
14 +71.55 C
40.00'
LT
MANHOLE
760.00
28
11 +41.40 C
30.12'
LT
MANHOLE
762.50
29
8+46.19 C
30.50'
LT
MANHOLE
762.00
•
® STORM SEWER TABLE
STR J
STA BASE
LINE
OFFSET
LT/RT
TYPE
TC
119
13 +99.03 C
195.05'
LT
END SECTION
-
120
13+81.54 C
168.21'
LT
MANHOLE
755.50
121
14+05.00 C
15.00'
LT
CURB INLET
759.31
122
14 +05.00 C
15.00'
RT
CURB INLET
759.31
123
14 +53.37 C
40.00'
RT
MANHOLE
761.50
129
3 +77.68 A
57.55'
RT
MANHOLE
756.50
130
5+47.72 A
40.00'
RT
MANHOLE
761.50
157
6 +47.18 A
15.00'
RT
CURB INLET
757.00
158
3+35.97 A
15.00'
LT
CURB INLET
757.00
180
9 +50.00 C
15.00'
RT
CURB INLET
759.74
181
9 +50.00 C
15.00'
LT
CURB INLET
759.74
182
14+90.91 A
48.71'
RT
BEEHIVE
755.50
Bt
14+51.30 C
184.23'
1 RT
BEEHIVE
763.30
* TRASH GUARD REQ'D.
5 I 6 I 7 I 8 I 9 I 1Q ( 11 I 12 I 13
BENCH MARKS
1 3
I 3 1 TBM OUBR�DGAE � COOL CORNER OF 116th STREET
ELEV.- 748.83
RN BENT SPIKE ON CENTERLINE OF 116th STREET AT I
THE NE. CORNER OF THE NW 1/4 OF SEC. 33- 18N -4E
ELEV.- 786.14
TYPICAL MOUNDING DETAIL ASSUMED NORTH
"C -C" SCALE 1" = 50'
- zl�
`°- _...,..- �- -... - -'"�� �..- '"�"-...�_.�1 ter,. � �';'�- --•.� � �,.�
l
215
256'
rte.
216
14 I 15
HOLEY MOLEY SAYS
DON'T
DIG
BLIND"
REFER TO SHEETS S -10 & 11 (CALL MONDAY ALL TOLRL IDAY - 6PM)
FOR OFF -SITE SANITARY SEWER 1- 800 -382 -5544
FOR CALLS OUTSIDE OF INDIANA
L 1 -800- 428-5200
PER INDIANA STATE LAW IS- 69 -199L
\ ( } IT IS AGAINST THE LAW TO EXCAVATE
_- _- WITHOUT NOTIFYING THE UNDERGROUND
129.11' TC= 756.30 LOCATION SERVICE TWO (2) WORKING
I , 17 DAYS BEFORE COMMENCING WORK.
LEGEND
New Storm Sewer
i
New Sanitary Sewer
(Laterals are shown for reference only
10' OF 8' PVC 0 0.40% See Sanitary Plan & Profiles for Locations)
CAP AND SEAL
OW - -- Existing Contour
=� 18 Existing Elevation
I r 1+00
r C1+11
} - - 000.00 New Pavement Grade
I
�
L 20 � � " -"`�- 000.00 All Other Finish Grades
Z
M Q Storm Structure Number
Sanitary Structure Number
' } I 0 Flow Arrow
21 °° o0o Swale (f[�
------ s _ _ 6" Subsurface Drain w /4" Lateral Connection
�o
-a DENOTES MIN. PAD GRADE
/ 3.BLpo` E! I /_ 19 MPG = 000.00
• p�,t : � TC= 757.50 �° � ° ° Type% 01 i�00
8 ; �
a f' 255 J, TC =765• i
TC�759.50 131.65' J 757.10 ! 60'
1--, x15+00 � ` ,, 756.82 1 00 � RCp 0 p.SpX
PL 757-91, PC--16+ 7.95 is
A%
45' OF 15'
RCP - 1
LL
30' DU&S� v 1 TC= 7
• • 6Q.50 30 DOSE F .: • • 9i 129
_..,.. �__ W �_ � � EX. TC= 758.46 - • • - � - • • • _ • • �� • - • • • - - - --- -• - -�_ __ • \ 22 .,.. _ f
� f
R OVA STWG ' 1 4' RCP 0 0.32X 35' BL _-Zr OF 27' RCP 0 0.409L 155' 27' - �c' _ �` ti° `° `` 0 im
PROPOSED MOUNDING T .5O � `° ��-. �`' /
END SEC I I- \ R • \ v "d, 8• PVC 0 040% `^
211
218
EXI STI ,G_
BAYHILL 0"�
757.0' ' "- �= •� `�' `°,�
CAP & SEAL
`< (� 761.2 'lam. -'' g 759.5 758.30 --° ` - °9� `, `- BR00'
I� g o SECTION 1"~
219 `22� -- & 221 --,----222 5
\ 9 IJPG -762.2 I MPG =7!%
Qrb 24
�
(4 154.5
35 BLDG. LINE !g
I- - - 762.1 ..' 305 - -, ' � , �' °�OJ� • ``-. - -..
_ I- w
-762. 29 0.10 20' OUdcSE� F761.701 -"' t TC = 76 ,( 2 \
i 7 763. 7 7 7 1 \
wJF4 - 759.74 `__ ' t E " 1 ?0. f '`.,�/ �Q \ ?\ `94'`�5� 753.50 ` 2
/ \
`� PT =l3+ 7 80 RCP 0 PC- +41.40
f ,--- 5 0 ,
J IL
_.. _ / 11 � f i/
7 100 :so 43 Y ,� --, °�`�R''°, `a ° % 2 7
21Y DU
LINE -
MPG -7638 MPG--764.0
CCpp t �yy 0765.0
241 8 240 8 'f P '�
239
- • - / I I
7 ��" 4.1
\ll \\ 770. sr _ J �r
� 59.
6.50
f' v> ,�' f�o�, - 1_ 226 1 ', t t I \�� 8
i It
r' 76 .50 3 ;\ G� 1 12
\`' �?°
_ t f
loo o N l0' DU& - - - ioo.00'
275.
oC a "'z "'z Sp,N ` `w\ •_., �, ---- -. :�° .' ..,,,``'`' ''`, -`_-L 767. ) �•
7.80
AR
751TT i 24 151.22 t
is oG LAKE
<< '�i• ` 6. (j ? l NORMAL POOL ELEV.= 750.50 t 1t
' , i 15 149• /f J o �� I 100 YEAR FLOOD ELEV. = 752.78
22 ^- I o t t BOTTOM ELEV. = 741.50 4 'I
68. �n
[ �--� 1 �� COMMON AREA
7 ;� �-�. �, I
1
\ i''' e,
ro
23
R INS BEEHIVE, STR. 81
15
TC--763.3 9.1. t . 1 , �. - -- r, u I 150.
n u
,v
W
GENERAL NOTES:
1. IT SHALL BE THE RESPONSIBILITY OF
SUBCONTRACTOR TO VERIFY ALL EXI'
UTILITIES AND CONDITIONS PERTAINING TC
PHASE OF WORK. IT SHALL ALSO BE
SUBCONTRACTOR'S RESPONSIBILITY TO CC
THE OWNERS OF THE VARIOUS UTILITIES I
PROPER STAKE LOCATION OF EACH UTIL
BEFORE WORK IS STARTED. THE SUBCOI
SHALL NOTIFY IN WRITING THE OWNER OR
ENGINEER OF ANY CHANGES, OMISSIOI'
ERRORS FOUND ON THESE PLANS OR IN
BEFORE WORK IS STARTED OR RESUMED.
2. STANDARD SPECIFICATIONS FOR CITY OF
REGIONAL WASTE DISTRICT SHALL APPLY
ALL SANITARY SEWERS.
3. ANY PART OF THE SANITARY OR STORM
TRENCHES RUNNING UNDER PAVED AREA!
BACKFILLED WITH GRANULAR MATERIAL.
4. THE SIZE AND LOCATION OF EXISTING UTII
SHOWN ARE PER INFORMATION PROVIDED
RESPECTIVE UTILITY COMPANIES. ALL UT
COMPANIES SHOULD BY NOTIFIED PRIOR 1
EXCAVATION FOR FIELD LOCATION OF SER
5. SIDEWALKS SHALL BE NON- REINFORCE
CONCRETE 4" THICK (6" THICK AT DRIVEL
AND 4' IN WIDTH.
6. 4' CONCRETE SERVICE WALK ACROSS FRO
EACH LOT TO BE CONSTRUCTED BY OTHE
7. TEMPORARY TRAFFIC CONTROL DURII
CONSTRUCTION TO CONFORM TO APPLICAI
LOCAL AND STATE STANDARDS.
8. ALL CONSTRUCTION ACTIVITY ON THIS SITE
PERFORMED IN COMPLIANCE WITH APPLIC)
O.S.H.A. STANDARDS FOR WORKER SAFET'
9. CONTRACTOR SHALL MINIMIZE DAMAGE
EXISTING TREES.
Revisions
2 -3 -95 REVISED PER HAM. CO. SURVEYOR'S C
LETTER DATED 1/27/95.
3 -20 -95 REV. DOUBLE INLETS TO SINGLE, STR
121,122,180 & 181 /REV. STORM DATA TABLE
4 -27 -95 GSD REV. PAD GRD'S 219 - 222,23,9,,;
ADD BEEHIVE B1 TO EX. LINE /ADD SPOT GRD'S
5 -6 -96 ASBUILT SANITARY SEWERS B.E.T.
6 -28 -96 REVISED<T LINIESd PER,PLAT B.
CERTIFIED BY
NOT PUBLISHED
ALL RIGHTS RESERVED
EXCEPT FOR USES EXPRESSLY PERMITTED IN WRITING, INFORMAI
SHOWN OR INCLUDED IN THIS DOCUMENT IS SOLELY THE PROPEL
OF SCHNEIDER ENGINEERING CORPORATION.
S&neider.
eWnig
Coipora,fton
3020 North Post Road Engineerit
Indianapolis, Indiana Surveying
46226 -0068 GIS • US
317- 898 -8282 Geology
317- 899 -8010 Fax
A Partnered Entity with Bohlen, 11eyer, Gibson & Associates,
BRENWICK DEVELOPMENT COMPANY
BAYHILL SECTION 7
CARMEL INDIANA
SITE DEVELOPMENT PLAN
EAST HALF
Date Project No. Drawn 4
�+ 10 -19 -94 810.47 GSD
Computer Files Sheet No.
3C 8104MVI XREF: 47 -BASE