HomeMy WebLinkAboutC-102 Grading Plan (V2)LEGEND
GRADING NOTES
�UPw/Drop -- XXX — — Existing Contour
I I o
I �
XXX Proposed Contour
di
= EXISTING LEGEND D.E.
I
Drainage Easement
®LP Light Pole----o---o� Overhead Utilities
0UP Utility Pole UT ----UT- Underground Telephone TOB Top of Bank
_ ® 7B Telephone Box---uv---- uw- Underground Water
o WMH Water Manhole ----W----U°- Underground Gas EOS Emergency Overflow Spillway
I o WV Water Valve----uE----UE- Underground Electric P-#XXX Storm Pipe
o WM Water Meter --------- u - Underground Communications p
o VFH Fire Hydrant ---- Property Line CO-#XXX Clean -Out
e GV Gas Valve — —BSA — Building Setback Line
9GM Gas Meter Ww Right -of -Way Line AD-#XXX Area Drain
� oCO Sewer Clean Out Tree Line
= 0 AD Area Drain FES-#XXX (RCP) Flared -End Section
o FL Flow Line Top of Bank
O MH Storm Manhole TBM-#X Temporary Bench Mark
� I I 7B
I i ®CI Curb Inlet D.E. Drainage Easement
Lb + Sign P.U.E. Public Utiltiy Easement RCP Reinforced Concrete Pipe
o I.E. Invert Elevation HDPE N-12
LS Landscaping
DS Downspout w/ 4" SDR 26 PVC Pipe,
o 4" Fittings & 4"x6" Wye (typ.)
1 �I; DC Downspout Collecter Pipe,
III 6" SDR 26 PVC @ 1.1% (min.)
102 27
0 Gut. 9 p TC Existin To of Curb and Gutter Elevation
I
101 7
I
III' 9969 Existing Spot Elevation
= 1i \\� 1p0 14 Proposed Spot Elevation
I I I c q
I I I 1 cO \ `.
I/ \\�` g9 75 cut• Proposed Top of Curb & Gutter Elevation
I'
30.00' 5.579
_ Length, Slope, and direction
o
,��� it �� ` \
�A II I <\ `� Pipe Flow Direction
1 _ 892 -- ' \7 \\`� \ \`� P-#XXX
di Storm Pipe, Length & Size as Noted
® �� / i II i i (\ l\ \\\ YY-LF x ZZ" STORM
I
0
Tree Preservation Fencing
di
1, iV_n,)Yao a' it i 0�tk_J
iv SSMH / Rim= 893.70'
IE (N)= 890,05''-\
' I j IE (NE)= 890.05'
I I I Exist. Brush —
�� IE (NE)= 890.19' I I I CI #200
I IE (S)= 889.15' I i eAsh 0 — J �-
I I , � / FL, 898 f'3 � x ` <------- -- -- 1 \�
6" DBH
IE(out) 895.50' ,_\ ,8�8
3 I �/I I I /�� Exist. Brush
Ic i I iil I-896 -- - - - - - - - - - — - - - - — - - - - J
FES #209 1 "DBH ���, - P-201 12" HDPE
IE 893.50' e --- 54-LF
Ic// rr P
Ln- 894 ❑----3H❑ -� ----_ — — — � — — - ■
61W 6'W 6'W 1 1 61W/ 61 W I 6'W 61W ~ 6' 6' 1 6 6'W 61W 61W 61W 61W 6'W 61W 6� 2'W UP w/Trans - p —
I /� I \ rO' 9 I 898 /
CI- 20289 I I // I 1 I b. (d 8 act 9 3 vet o B ck o
Rim= 894.6' / 1 / P I c o II �� 0- W°� O 92 _ 898 -- O Walnut
IE (W)= 891,96'
IE (S)= 891.85' iiVi/ ti I I 8 White Ash I b" DBH \\\I
I ' ,�i� I I g S 1 IC ti. �� ` WI I\ I I I --------' I I I c 89¢ • YSrc. 1 I �' / � � v°t __-'� � � � s 8,g '9 � y2 vo v, � 18" DBH \
I� � � I � " 3g Gut / SS 89 9525 _,-''^ � � •� r _— --- $9 9 p2 �h� i � Persimm n \
6" DBH \
3 ` ��' I I I v�i I I 1 I . l 9j ` •� - cp n Gor -
cl
I I I 1 1 ' �. l �. 96 • Ig � � •"'�`� �� rxi o5 ��s ti! 9 � -- -_ - � \\ � J
I c �y � co � '\ t. ' •� v� O• �\ ti� v 94p 'GS 05 \
-_= I I I I c n I I / I / �°!` r �`' _—_-- h • 13 23 v�ti. u� T O �' O. 1'1 c,. ---_ � O' � \
----------------------- \ / c S3�-- SS---- SS--- SS-- S-� S -$-* S -- - 6•SS— \ , O O
I I " N I o I- 4 6"S 6 O' BSL 0 LB Y w° �°j' 9 `�� — 1 O Oo,O DO vim` 0 cu�� 000 30' BSL 30'LBY \\
g I 6 Ss 6 i9 00 00 g 0 gS f \
I I I I I I I > S 9� 76 e. 6'SS�— 9 6 6,SS
— - I G 89 9 Gat p 74 cur. e ag0 Op. o
I I� 895 — —�
_____ I_ II cif I c• / 8 0.12 T.c. FDC CO 9 v. y Persimmon
P-208 18" RCP �. 1 �.
' -----3-------------� -- - --`I o I I / O L / M99.62 cut. ti 0 \
JJ � 'Y DS W 5 v� 5 v� '90 �6 16" DBH
--7r-- --1 40-LF 0.5% 1 v O�\' �1' 0' i i 9 W u 379)2' \
� -�=----T - - - - - - @ 1 � O 0 c
I e1 I O W I O•
/ 4
I\ I\l I I 1 1 I I c� O °�A I 1 I 1 'C • �''' 8g9 2 r c W ~' ( \I ��OO • 0 0• c �
\� I I c I i I 1 �`' `� •SS g00 92 ut � / � � 5 � _ or \\\
----------_ .00 Wild
------------------- Persim on
I I I y I CI-20 4 I FES #2
Rim= 894,60' i o 00 Gut 9 10 DB \\
1 LI- I I BI ie �ruc I 8 3 5$ vut' i
I S95 I I c IE (M= 891,52' I 1 ' IE 895.2 Re�'Ma g9 t� BOO. oo o0 00 \�
I I I ci 1 I IE (NW)= 891.56' FES # 0 I I Got 9 0 v S I
3 I I I I 1 IE (W)= 891.34' / Oti O` s /
? '- I I I I IE 893170' 1 I A \ /
----------------------==== 1\L I I 1 1 I IE CS)= 891.44' cci j / I 162-LF DS �O -i I D
I I I I c c m 5 I for Pipe o e /
----------y--�— � �?\;I I �+ I I j I � o $9$'I o � 4.0' 4.0'
9 >
r I/ v j I IE 894100'
\ I I 11 c / m 4�h I �0 S9 `� p r O DS Sugar Maple / O
�c= o s - 20" DB
48 F@06%�MaHI 0 90z2g . OO
/ 0 O
14.96' o D I
1
0/ g 0 5 42 T Gut 1
MH-20449
Rim= 486.82' 1 I 896I I 1 \1 \ c 0 / \ / I / I ti 26.63' 14.46'
IE (S)= 482.32' \ I r'89a
I I I I \ I I ES J2C 3 42 - FF = 901.25
\ ,5 I
I I I I 1 y \ I o I c•) IE(o0t) 94.30' / g99' 05 / 9p0 82 `` 4.0' BFE = 874.2
� 1• e 1
I I I I c 1 \\ \Itc, 0 j I w//�teel Plate &
I I I I ci IIII 1 1 00rfiC I r / Co / 1 ��. o O i/ I w I
I I II I 11 IU I / 1 0" 1� / 2� �� 90 ��1 v t� e 1 ,�� I \ 1
II II I Y II Cy o
I I I I I II C o I , I + a99 • \ 901 D/ 9690-L DS 90 �G 9 0
90 .---
olleor
Pipe 2.0'
I30' LBY -- -- Black
, 9�ab-yv
ETENTION BASIN 5.—" /I Walnut 0 \
lip i I` I I TOB = 898.50 14
°� g \`- 26" DBH \
I r
I I 1 I I 11 III I y i EOS = 898.00 a N / .96' o pS Ops
I I I I I I I c l 1 8g7 BOTTOM = 895.00 46.83' uVi i/ 8
/ .., 20' BSL � \
I I II vh I03
p , 93-LF DS astern \
I I I I 9a -8� Collector PI e ecibUc Cluster
�r UGUGUG IG l�G / I c� o 900 p (6) 5" DBH's
I c� 1 I 1 I 6 / 899
D
_
UG UG G UG UG UG q e g02
Elk U UC UC UC — — U — UC UC — UC
C) —r
Hawthorn
10"DBH
Sweet Crab Apple
O
II Y 1 18" DBH / P-210 6" Double Wall Perforated �--
Underdrain 160-LF @ 1.0% O�
ti II Eastern
✓'
j 1 20'?f B H 90
vNi I I I 111
I I I Ik=896.S4
N 1 rl
I I rld
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I I Ilry
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The Contractor is cautioned that the location and/or elevation of existing
utilities as shown on these plans is based on records of the respective utility
companies, and measurements taken in the field. This information is not to
be relied upon as being exact or complete. The Contractor shall notify all
utility companies & the State's underground locate service at least 2
(business) days before commencing excavation to request the utilities be
located in the field.
If any existing structures/utilities to remain are damaged during
construction, it shall be the Contractors responsibility to repair and/or replace
the damaged structure/utility as necessary to return it to existing conditions
or better.
The Contractor shall be responsible for notifying all property owners that will
experience an interruption to their utilities caused by this project.
The Contractor shall adhere to all terms & conditions as outlined in the
General N.RD.E.S. Permit for stormwater discharge associated with
construction activities.
All cut & fill slopes shall be 3:1 or flatter unless otherwise noted.
All areas to remain unsurfaced shall receive 6" (min.) of topsoil upon final
grading operations.
All storm pipe entering structures shall be grouted to assure a watertight
connection.
All storm structures shall have a smooth uniform poured mortar invert from
invert in to invert out. The inside of all structures where storm pipes connect
shall be grouted smooth.
Contractor shall assure positive drainage away from buildings for all lawn &
paved areas.
All areas (lawn & pav't) shall be graded to drain. Contractor shall repair all
bird baths.
Construction shall comply & be in conformance with all applicable governing
codes and be constructed to same. Material specifications shall be in
conformance with the State Department of Transportation's (DOT) standard
specifications, latest edition.
Contractor shall provide & maintain traffic control in accordance with the
Manual on Uniform Traffic Control Devices, latest edition. The Traffic Control
Plan shall be approved by the INDOT prior to commencing any work in the
Right of Way.
All areas shall comply with the Americans with Disabilities Act Accesibility
Guidelines.
All exposed areas to be used for subgrade preparations shall be scarified to a
minimum depth of 8" and compacted to 95% standard proctor (ASTM D698)
at a moisture content within 1% below and 3% above the optimum.
All fill materials used for subgrade preparations shall be placed in 8" loose
lifts and compacted to 95% standard proctor (ASTM D698) at a moisture
content within 1% below & 3% above the optimum.
All Storm Sewer Facilities shall conform to the City of Carmel's and Hamilton
County's Construction Standards & Specifications, latest addition.
Swales with less than 2% slope must have Sub -Surface Drain, per City of
Carmel Standards & Specifications. All SSd's must be double wall and
smooth bore.
HORZ: 1"=20'
20 0 20 40
NOTE:
ALL DIMENSIONS TO FACE OF CURB (FC), EDGE/PAV'T
AND/OR FACE OF BUILDING UNLESS OTHERWISE NOTED.
BUILDING DIMENSIONS SHALL BE VERIFIED WITH
ARCHITECTURAL PLANS.
ONLY MAJOR/OVERALL BUILDING DIMENSIONS SHOWN
HEREON.
This drawing and/or specifications is provided as an instrument of service
provided by Cash Waggner & Associates, PC and is intended for use on this
402 EAST 1 3TH STREET
N ❑.
DATE
BY
DESCRIPTION
PROJECT:
WILLOW HAVEN SENIOR HOMES
DATE:
Q
mm.dd.yy
INI
Description
project only. All drawings, specifications, designs, models, ideas, calculations,
and arrangements appearing herein constitutes the original and unpublished
Work of and remains the property of Cash Waggner & Associates, PC. Any
`A` G A` ,,
SUITE 1 O 1
JASPER, IN 47546
U1
PROJECT No.: I 19-3957
MEMORY CARE HOMES
A
❑ ■ ■ 7
reproduction, use or disclosure of the proprietary information contained herein
without the prior written consent of the Cash Waggner & Associates, PC is
`v `v
ENS G�
CASH W A G G N E R P H: 8 1 2. 6 3 4. 5 0 1 5
❑
DESIGNEDBv:
N RW
ADDRESS:
1 3 1 4 S WEST ROAD
DRAWN BY:
I DJ M
DRAWING N❑.
strictly prohibited.
Written dimensions shown hereon shall take precedence over scaled dimensions.
p v
NSA
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FAX: 131 2.6 3 4. 5 0 1 7
�
C A R M E L, I N D I A N A 4 6 0 7 4
FILENAME:
Contractors shall calculate and measure required dimensions. Notify Cash
Waggner & Associates, PC with any variations in dimensions or conditions from
those indicated these drawings. This drawing based
�� p,P R G /� /�
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CELL. 8 1 2.6 3 1 . 3 9 6 4
& A S S � C 1 A T E S
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W
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13957 Base
on was on available
information. Commencement of Work constitutes verification and acceptance of
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1 , P C EMAIL: N WAG G N ER@
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LAYOUT TAB:
I Grading
GRADING Sc
C Z
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SCALE:IASShown
existing conditions.
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C A S H WA G G N E R. C❑ M
CONSULTINGIENGINEERINGISURVEYING
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SHEET TITLE:
Application of a material or equipment to Work installed by others constitutes
acceptance of that Work and assumption of responsibility for satisfactory
S I G N AT U R E DATE
CAS WAG
DRAINAGE PLAN
, 3
installation.
W W W . H G N E R . C ❑ M
Q
❑ F: