HomeMy WebLinkAboutROW PERMITCITY OF CARMEL RIGHT-OF-WAY PERMIT
PERMIT NUMBER: 0 q 2 4? 19 - Z
APPROVED
G'armel Engineering Dept.
TODAY'S DATE: `) J I �j ESTIMATED DATE OF WORK: L{ Z J� Z/
APPLICANT (Person doing the work)
COMPANY: ci'-10E=,�
ADDRESS: IJP% n t C' C 1�M2� I _l-I�; '�� ��--^
PHONE: iZ2:2_14 EMAIL PERMITTO: rr-1 l-+caN( �'` , ` )e().CLM
CUSTOMER:
ADDRESS: . Z �R �`'Q,��G�C� 1�2� u
PHONE:
ADDRESS OF PROJECT: -) a Z� J k—
DESCRIPTION OF WORK (check all that apply)
ROAD BORE 7 DRIVEWAY REPLACEMENT
CONSTRUCTION ENTRANCE LANE CLOSURE
STREET CUT ROAD CLOSURE
OTHER F7
DESCRIPTION: ktoi e_ 1 CjUAT»-,-7Jh?
TYPE OF SURFACE CUT (if applicable):
*NOTE: OPEN CUTS IN PAVEMENT REQUIRE BOARD OF PUBLIC WORKS (BPW) APPROVAL
USE OF HEAVY EQUIPMENT YES NO n
DRAWING ATTACHED YES NO L��(
*NOTE: ON REVERSE SIDE OF THIS PERMIT, PROVIDE NAMES AND CONTACTS OF ALL SUB -CONTRACTORS INVOLVED
SURETY BOND. Please see Item #1 of the Right( -`of -Way Conditions.
BONDING COMPANY: w LStT(e►�i��iSl i 1�liLC �ihy7�1} �%
BONDING NUMBER: Li q 0 j
EXPIRATION DATE: L} % I Z (j C1 ';<
I,,
pli t ightof--Way Permit I understand and agree to all of the specifications and
/ conditions listed o v attached sheet. „
cant's Signature) (Print Name)
PERMIT GRANTED BY: Q, DATE ISSUED: 2�
(City Official)
COMMENTS:
', 7Z
REPAIR WORK INSPECTED AND APPROVED
I have inspected the repair of the above right-of-way and find it to be completely satisfactory.
(City Inspector) (Date Released)
.'�STOEPPELWERTH
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JOB IDTOEC.3
ALWAYS 0 N
CONTROL# 86769 SLM
7965 East 106th Sheet, Fishers, IN 46038-2505
___ :80040474:
phone: 317.8495935 fax: 317.8495942
•F. P. DETAIL
2322 STEFFEE DRIVE
(PIN)
CARMEL, IN 46032
THE FOOTINGS FOR THIS HOUSE SHOULD BE
AT CARMEL
INST. #2008040266
PINNED SINCE THERE IS LITTLE OR NO TOLERANCE
No ss DRAWeMc�NOT�INTENDED To BE
ZONING: S1 -zoo'
ON THE SIDE YARD REQUIREMENT. CALL US WHEN
10' MINIMUM SIDE YARD
30' MINIMUM AGGREGATE
SUReEYOR -TION REPORT.
2p 9fl Am � 1p17 CM
3m O°�I o4 '�
FOOTING IS IN SO WE CAN SCHEDULE PINNING.
13T NEV IEv PEl! uAEL G00EWTB
04/17/19 MIC
97.4
120.00
9a8
_
II
\
/l
1' 40'
=
LOT AREA: 33,273 Sq. Ft.
67 F. 12" N-12 Tqq=896.7 ��
-+� r'TV!- 93.9
B.F.E.=864.8
CORR. PIPE 00.75%
/
M.F.P.G.=866.8
gas
M.LA.G.=866.8
97.3 TIMBER
W,W
23398.3
13.79' n n
LEGEND:
r
1 S 20.79' n i mi229n
XXX PROPOSED GRADE PER PLAN
a n 3.29'+1
tm•T 9 .9 tt. m 0.0
® AS BUILT GRADE
!i5'00'
.00 3.50'
DORWART RESIDENCE
SSD.
T.C.-897.00 _
INV=893.40 PORCH r
- - - - SUB -SURFACE DRAIN
SANITARY SEWER
BSMT..- RSO0.00
Z6.5' BSMT.- 890.00
76.00'
_ WER
97.8 �, (LH)9.29
t0
v
w WATER YSTORM NNN
W 3/4" WATER CONNECTION
•••�S/ALE
�
0
98.0 I 16.29'ri 12.75H F.P.
�
97.7
• SANITARY
t N GAP 1
97.9 898.23
MANHOLE
ri
98.2 25.5 9 9 98.5
I
J STORY MANHOLE
14 3
GONG
DRI E Iq
CURB INLET
■
98.3 gat 25.33' II^ B 0
12" NYLOPL0.5T DRAIN
97.9
0
F1 HYDRANT
98'0$ I /
115 LF. 12" N-72
D.&U.E. DRAINAGE R UTILITY EASEMENT
B.L BUILDING LINE
O.U.&S.E DRAINAGE, UTILITY h SEWER
CONiR PIPE O 0.7510 m 8"SG
AS BOLT
EASEMENT
LE LANDSCAPE EASEMENT
97.5
T.G=8%.64 / 40 B.L.
121'2
W.W. WNDOW WELL
1.1% 92.5 3
978 TG=8962
42 LF. 12" W-12
CORR. PIPE O 14.0• INV.= pU-3SE
%.9
YH
ALL UNDERGROUND SEWERS AND UDUTIES
SHOWN ARE PLOTTED BY SCALE FROM
"RECORD DRAWINGS" FURNIS-ID BY ENGINEER.
0.75% 49'2 50 LF. 1 N-12
{TOES
R. PI 00.755
T.G=8%.72
AS BUILT
NH 1_�
-97.7
BENCHMARK
0
11, 96.7 10313 -
T.G= 897.50
TOP OF CASTING = 896.55
5'SW (T
AS BUILT 97.1 17.84
� O
_
T.C. 8%.54
891'26
C
Sr FEE As BUILT I
CONTRACTOR sHAu CUT Y OFF OF
T.G.=B%55
AS BUILT
LATERAL AND 3EGN FR011 THAT
.9
RAVE
POINT AND CONNECT TO HOUSE
s'sW
FOLLOWING PLOT PLAN.
SM HOMES
P.O. BOX 4102
CARMEL. N 46062
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J
'Ic No
___ :80040474:
STATE OF '
•F. P. DETAIL
o
LOT 3
TOWNE OAK ESTATES
AT CARMEL
INST. #2008040266
P.C. #4, Slide #484 o
No ss DRAWeMc�NOT�INTENDED To BE
ZONING: S1 -zoo'
90UNDARY SURA A ROUTE � OR A
10' MINIMUM SIDE YARD
30' MINIMUM AGGREGATE
SUReEYOR -TION REPORT.
2p 9fl Am � 1p17 CM
3m O°�I o4 '�
20' MINIMUM REAR YARD t 10,
13T NEV IEv PEl! uAEL G00EWTB
04/17/19 MIC
03/29/19 JOA
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