HomeMy WebLinkAboutDER001.C6.0TOPOGRAPHIC & BOUNDARY NOTE
ALL EXISTING HORIZONTAL AND VERTICAL INFORMATION HAS BEEN SHOWN PER AN
ALTA/NSPS LAND TITLE SURVEY PREPARED BY SEA GROUP, LLC. DATED 05/24/2018;
THEREFORE, CIVIL SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE IF ACTUAL
HORIZONTAL AND VERTICAL DATA IS DIFFERENT FROM THAT SHOWN ON THESE PLANS.
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS
PRIOR TO COMMENCING WITH CONSTRUCTION. THESE DRAWINGS REFLECT ABOVE GROUND
INDICATIONS OF EXISTING UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH IN THE AREA, EITHER IN SERVICE
OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND
UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY
THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
GENERAL NOTES
CONTRACTOR TO KEEP EXISTING PAVEMENT SURROUNDING
THE SITE "BROOM CLEAN" AND FREE OF SOIL OR AGGREGATE
THAT MIGHT BE BROUGHT OFF-SITE.
DEPENDING ON THE CONSTRUCTION SEASON, MOISTURE
CONTENT AND PROPERTIES OF THE SOILS ON SITE, CHEMICAL
MODIFICATIONS AND/OR LIME STABILIZATION MAY BE
REQUIRED. SEE SHEET C11.0 FOR SPECIFICATIONS.
CONTRACTOR SHALL SUBMIT PRECAST STORM SEWER
STRUCTURE SHOP DRAWINGS TO ENGINEER FOR
REVIEW/APPROVAL PRIOR TO MANUFACTURING.
UTILITY LOCATE NOTE
INDIANA 811 FAILED TO LOCATE ALL EXISTING
UTILITIES ON AND/OR SURROUNDING THE SUBJECT
SITE; THEREFORE, CONTRACTOR IS RESPONSIBLE TO
LOCATE AND FIELD VERIFY ANY EXISTING UTILITIES
BEFORE COMMENCING WITH CONSTRUCTION. CIVIL
SITE GROUP, INC. CANNOT BE HELD RESPONSIBLE
IF THE PROPOSED IMPROVEMENTS INTERFERE WITH
ANY EXISTING UTILITY INFORMATION NOT SHOWN ON
THESE PLANS.
OWNER: SURVEYOR:
DERMATOLOGY, INC.
SEA GROUP, LLC.
3755 EAST 82nd STREET, STE. 75
494 GRADLE DRIVE
INDIANAPOLIS, IN 46240
CARMEL, INDIANA 46032
ATTN: AMY SUMMERS
(317) 844-3333
(317) 410-0056
ENGINEER:
ARCHITECT:
CIVIL SITE GROUP, INC.
ENVIROSPACE, INC.
160 WEST CARMEL DRIVE
ATTN: CANDACE BERGER
SUITE 240
645 BLOOR LANE
CARMEL, INDIANA 46032
ZIONSVILLE, IN 46077
(317) 810-1677
(317) 873-9950
PROFILE SCALE: 1 " = 50'
STORM SEWER INLET NOTE
ALL STORM WATER INLETS & CATCH BASIN
CASTINGS SHALL BE LABELLED WITH
ENVIRONMENTAL MESSAGING "NO DUMPING,
DRAINS TO STREAM" CAST IN RAISED OR RECESSED
LETTERS AT A MIN. 1 -INCH HEIGHT. A SYMBOL OF A
FISH SHALL ALSO BE CAST WITH THE LETTERS
NOTE
ALL CONCRETE PIPE JOINTS SHALL
BE CONTINUOUS O-RING RUBBER
GASKET CONFORMING TO ASTM C 443
18 " OF VERTICAL SEPARATION MUST
BE MAINTAINED FOR ALL UTILITY
CROSSINGS.
GENERAL NOTES
1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO
CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS.
2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN
COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER
SAFETY.
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS.
4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY
ALL EXISTING ELEVATIONS BEFORE CONSTRUCTION BEGINS.
EXISTING STORM CURB INLET
T.C.=841.72
GUT=841.2±
INV.=837.42 (N -EX. 15" RCP)
INV.=837.27 (SE -EX. 18" RCP)
I
I
�i
II<
. 841.79 N 842
J Z
N I
s �
84252
84274
84282
8+22(2 J
I
842.,9
I
\S7M EXISTING STORM MANHOLE
T.C.=843.14
842. e42e\ / INV.=836.93 (NW -EX. 18" RCP)
eat a CROSS -HATCH INV.=837.14 (N -EX. 12" RCP)/
DENOTES 0.05 ACRE_ INV.=836.14 (E -EX. 24" RCP)
BMP EASEMENT n8+ INV.=836.63 (N -NEW 18" RCP)
- _DO& Ae4330 -5 I E 1
�73 81
344- FB0P �FBOP OVERTOPPING \
ELEV.=844.1 FBOP O
e,~,a
05 Ovi
ffi
T
43.0'j LAKEFRONT COURT_
_
E. EX. 24° CP STORM SEKR W-
^� STM
No, a WN
�OVA�/V Owe ® �•�
NMI
4i
m R�IIIrnAWARP
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V �i�J \ _r:�z+, I, �, Wit; ; •-
--
I
STM STM STM
REVISION RECORD
REV DATE DESCRIPTION DES BY APP BY
1 07/27/18 REVISIONS PER T.A.C. COMMENTS EAG EAG
LEGEND:
MANHOLE
PROPERTY BOUNDARY
N
- -
RIGHT-OF-WAY
--------
EASEMENT
843.33
/
%
I
12 1842.83
843.53
129' SSDA2
@0,23%
PROPOSED CONCRETE
106 24"
843.03
es
06
Z
\
a_ 00 � r, r-
PROPOSED STORM SEWER
O0
PROPOSED STORM STRUCTURE
____--_-----
ROOF DRAIN/SUB-SURFACE DRAIN
843.4
799.23
I
TOP OF CURB GRADE
798.73
PAVEMENT GRADE
79$•25
PAVEMENT OR EARTH GRADE
M. E.
MATCH EXISTING GRADE
M �D U ^
�D m D
PROPOSED GRADE BREAK
- -847- -
PROPOSED CONTOUR
---g47-
EXISTING CONTOUR
DRAINAGE FLOW ARROW
->00-
PROPOSED FLOWLINE
0 LD
EMERGENCY OVERFLOW PATH
\ .. R2 08 APPROX. 133± LF OF 8" PVC (1.0% MIN. SLOPE) ROOF DRAIN LEADER WITH RISERS, ADAPTERS
I 1 - F.F.E. =•845.70 -843 - R1 BENDS, FITTINGS, & CLEANOUTS AT BENDS > 22.5• FOR ROOF DOWNSPOUTS
I i I I / FOR DOWNSPOUTS,
1 &\ \ 944.2 ") .40
1 " APPROX. 171± LF OF 8" PVC (1.0% MIN. SLOPE) ROOF DRAIN LEADER WITH RISERS, ADAPTERS
�\ �`b\ I 844.8 �\ f f 842 R2 FOR DOWNSPOUTS, BENDS, FITTINGS, & CLEANOUTS AT BENDS > 22.5- FOR ROOF DOWNSPOUTS
s< I 181A,6 r 814.18 I co
0 ° \ J aa. ^ .84141 I / V CONTRACTOR TO REMOVE ALL SEDIMENT AND DEBRIS FROM BMP USING VAC -TRUCK
1 z �b \ 8 844.30 845.26 / O AFTER ALL SITE CONSTRUCTION AND LANDSCAPING IS COMPLETE
q 844.76
TAPER CURB FLUSH WITH PAVEMENT
O
l I \ -8 _ ° \ 45.2 \
\ I w 44 \ \� \ / R2
845.2
to
//nf1II/m
CO D / \�O\ \ \ li .812.30
v`
0. I � m
C "�
a1
881383 3?'V1
45.2 W.78
2
0 NI
P,5 843.851
I V1N . BH..
�1.
0 1 1 OVERTOPPING /
ELEV.=842.0
STORM SEWER SYSTEM NOTE
ALL ON-SITE STORM SEWER INFRASTRUCTURE
TO BE CONSTRUCTED WITH THIS PROJECT SHALL
BE PRIVATELY OWNED AND MAINTAINED.
RCP NOTE
O-RING JOINTS REQUIRED
FOR ALL RCP PIPE
STORM PLAN
Al
MANHOLE
-------
SSD --/75
N
.84
L7
-------
U o Ln
i LO
843.33
/
%
I
12 1842.83
843.53
129' SSDA2
@0,23%
835
106 24"
843.03
es
06
Z
\
a_ 00 � r, r-
843.
844.02
15" RC
2
15" RC
843.4
843.52
I
843.33
CD
CD
842.83
r- 0, 00
I� o
M �D U ^
�D m D
0U
04
00 Ln 00 00
850
CONNECT
d
��0�
0 LD
843.33
� 00 ^ II W
OC
W II ^ ��� a
m
U 000
�`��
1. 842.83
cd II II II
�
�-
-
842- n
_84W _
VERT... I"=5'
-1-
-L
_
- 840- -
I OVERTOPPING
o ,
ELEV.=842.5
o��
_.
r,r,
=
�4
II >-�^
-1"=30'
I z:
II�� *k
�� 2
^ Z
NOTE
18" OF VERTICAL SERARATION
MUST BE MAINTAINED FOR ALL
UTILITY CROSSINGS.
e42.24 FL FLUSH WITH PAVEMENT
04 * i
Know whar's below Call before you dig,
STRUCTURE DATA TABLE
STORM BACKFILL NOTE
ALL PROPOSED RCP STORM SEWER
SHOULD BE CONSTRUCTED WITH BACKFILL
PER DETAIL NO. 10-31 ON SHEET C10.1
I❑N MAY BE
SSDx2 109
Ic' 2,15 SSDx2
„ RCP
10YR HGL
CONNECT 8" ROOF DRAIN PIPE
X. 24" OUTET PIPE
10+00 11+00
835
TE EcKaT_1q=
MANHOLE
-------
SSD --/75
---
---
L7
-------
U o Ln
i LO
-------
104 4' 0
u
>
o Ln
Ln CD
129' SSDA2
@0,23%
835
106 24"
@0.23%
SS
06
Z
"------;
' I
18' 47' a
a_ 00 � r, r-
� M
- "D �D
15" RC
15" RC
Ln � I�
@0,4-3% @0.18%
CD
CD
'-'v)
Q
mI-mmm
00 o LO 00 00 00
r- 0, 00
I� o
M �D U ^
�D m D
^ �D
a- ('") 0-
0U
15" RCP 18" RCP
00 Ln 00 00
850
CONNECT
d
��0�
0 LD
�� "Ln (U+� II II II
� 00 ^ II W
OC
W II ^ ��� a
m
U 000
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cd II II II
�
+
-
VERT... I"=5'
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+ o_ „
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o ,
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r,r,
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II >-�^
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�%I_�_o____
845
��cj
_
APPROXIMATE
__
-
- - - - _ -
L❑CATI❑N OF
EXISTING FIBER
OPTIC (CONTRACTOR
TO FIELD VERIFY
PRIOR
840
-
8
COMMENT&'G WITH
I❑N MAY BE
SSDx2 109
Ic' 2,15 SSDx2
„ RCP
10YR HGL
CONNECT 8" ROOF DRAIN PIPE
X. 24" OUTET PIPE
10+00 11+00
835
TE EcKaT_1q=
MANHOLE
-------
SSD --/75
---
---
----126'
-------
-------
-------
104 4' 0
MANHOLE (NEENAH R-3405)
lOYR, HGL
129' SSDA2
@0,23%
835
106 24"
@0.23%
SS
SSDx2
@0,23%
"------;
' I
18' 47' a
'
'J
DETAILS ON SHEET C10.1
EX1 EXISTING
15" RC
15" RC
@0,4-3% @0.18%
CP
15" RCP 18" RCP
CONNECT
" ROOF DRAIN PIPE
2' SUMP
REQ'D
830
10+00 11+00 12+00 13+00
HORZ.: 1"=50'
SCALE: STORM SEWER PROFILES
VERT... I"=5'
I❑N MAY BE
SSDx2 109
Ic' 2,15 SSDx2
„ RCP
10YR HGL
CONNECT 8" ROOF DRAIN PIPE
X. 24" OUTET PIPE
10+00 11+00
835
TE EcKaT_1q=
MANHOLE
(NEENAH R-1772) SEE DETAIL
03/C10.1
102 4' 0
Existing Grade
New Grade
Granular Backfill
CONTRACTOR NOTE
NO EARTH DISTURBING ACTIVITY MAY COMMENCE
WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT.
UTILITY VALVE NOTE
ALL UTILITY VALVES AFFECTED BY CONSTRUCTION SHALL BE
ADJUSTED TO FINAL GRADE AS NEEDED TO BE FLUSH WITH
FINISHED PAVEMENT, SIDEWALK OR LANDSCAPE AREA.
STORM SEWER SYSTEM NOTE
THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED
BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM
THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL BY THE DESIGN
ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT
ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE PERFORMANCE GUARANTEES.
APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 fps OR LESS OR 10
fps OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE
TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO
AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE
WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL.
STORM STRUCTURE NOTES:
101 DIVERSION STRUCTURE 5' 0
MANHOLE
(NEENAH R-1772) SEE DETAIL
03/C10.1
102 4' 0
MANHOLE (NEENAH R-3405)
103 4' 0
MANHOLE (NEENAH R-3405)
104 4' 0
MANHOLE (NEENAH R-3405)
105 24"
x 24" BOX (NEENAH R-4342)
106 24"
x 24" BOX (NEENAH R-3405)
BMP 4' 0
DOWNSTREAM DEFENDER SWQ UNIT
SEE
DETAILS ON SHEET C10.1
EX1 EXISTING
STORM MANHOLE
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DATE: 07/20/2018
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PROJECT NUMBER
DER. 001
DRAWING NUMBER
C6.0
SHEET 9 OF 15
DWN BY: KPB
CHKD. BY: EAG
SCALE: 1 30
DATE: 07/20/18
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