HomeMy WebLinkAboutC-104 SWP3Rim= 893.70' 4 LU�-
' I IE (M= 890.05'
/ IE (NE)= 890,05'
I E (NE)= 890,19'
IE (S)= 889,15'
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IE (W)= 891,96'
IE (S)- 891.85''
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IE (N W)= 891,56' I
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IE (5)= 891.44'
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. 96) \ `
01
SF EROSION CONTROL REQUIREMENTS
-
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`
��O o l 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE ANY CONSTRUCTION
' -- COMMENCES.
W-��� I \I\ 2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FEILD BY
' THE WPWD INSPECTORS.
3. ALL EROSION CONTROL MATERIALS NEED TO BE APPROVED BY THE WPWD
--------__ �,�� '899-- i �� INSPECTORS PRIOR TO INSTALLATION.
30' BSL 301BY
I DS Collector Pipe��
S 89°� W 360.00'
/--- ----------------
II I �� EROSION CONTROL REQUIREMENTS
FOR COMPLIANCE WITH THE STATES GENERAL PERMIT RULES FOR
\� STORM WATER RUNOFF FROM CONSTRUCTION SITES
F = 00 \� 1. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE
CITY OF CARMEUS EROSION CONTROL REGULATIONS AND THE STATE
\� OF INDIANA'S STORM WATER QUALITY MANUAL.
e /�00 / I 4 ) 2. THE EROSION CONTROL MEASURES INCLUDED IN THIS PLAN SHALL BE INSTALLED
\ / I Ln / PRIOR TO INITIAL LAND DISTURBANCE ACTIVITIES OR AS SOON AS PRACTICAL.
/ + / SEDIMENT SHALL BE PREVENTED FROM DISCHARGING FROM THE PROJECT SITE BY
INSTALLING AND MAINTAINING SILT FENCE, STRAW BALES, SEDIMENT BASINS, ETC.
>_ o p� AS SHOWN ON THIS PLAN. IF SHOWN ON THIS PLAN, ENERGY -DISSIPATION DEVICES
m n q OR EROSION CONTROL AT THE OUTFALL OF THE STORM SEWER SYSTEM SHALL BE
e o / INSTALLED AT THE TIME OF THE CONSTRUCTION OF THE OUTFALL. THE PROPOSED
1.0 / DETENTION BASIN SHALL BE UTILIZED AS A SEDIMENT BASIN DURING CONSTRUCTION
I FOR AS LONG AS PRACTICAL.
o I 3. ALL ON -SITE STORM DRAIN INLETS SHALL BE PROTECTED AGAINST SEDIMENTATION
USING A FRAME AND BASKET AS DETAILED ON SHEET C-105.
4. ASSOCIATED STRUCTURAL EROSION CONTROL PRACTICES SHALL BE
INSTALLED PRIOR TO DISTURBING ACTIVITIES. THE SITE SHALL BE STABILIZED
' ` 1 BY SEEDING, SODDING, MULCHING, COVERING, OR BY OTHER EQUIVALENT
71 EROSION CONTROL MEASURES, WITHIN 15 DAYS OF THE LAST DISTURBANCE.
5. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS
-- I WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL
PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL
EXPERIENCED IN EROSION CONTROL AND FOLLOWING THE PLANS AND SPECIFICATIONS
`�\0' LBY/�' I �� INCLUDED HEREIN.
7SLD�Sj � / 6. DURING THE PERIOD OF CONSTRUCTION ACTIVITY, ALL SEDIMENT BASINS AND
OTHER EROSION CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR.
AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE THE
TRANSFER OF REQUIRED MAINTENANCE RESPONSIBILITIES WITH THE OWNER.
7. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED
SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO
9p2 �� THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION.
8. THE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS, WASTEWATER, AND
` OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE
TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORM WATER RUNOFF,
-----////-/ OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND
UNUSED BUILDING MATERIALS APPROPRIATE TO THE NATURE OF THE WASTE OR
nib-/- ��- BUILDING MATERIALS IS REQUIRED.
SWP3 LEGEND
Temporary Gravel
awe Entrance / Exit
DD Diversion Ditch
SB Temporary Sediment Basin
SF Silt Fence
Ip Temporary Inlet Protection
N Posted Notice of Intent
Dumpster
W B Concrete Wash -out Basin
ED Energy Dissipator
TB Temporary Berm
Storm Water Discharge
xxx Original Contour
xxx Proposed Contours
IE(NE)=890.19' Ij A
I/ `--------------
IE (S)= 889.15' j I 6" DBH
j �I\A I I ��� Exist. Brush
__------------------------ �\ <�' _ / I � I � ,�% I � I 11 I White Mu1i��Y �---__---- ---�- 896 -- \I I \• \` I I /
/01 I "DBH __ \� - EXISTING LEGEND
I / o c --- -
3H�e 0----3Hp--_� P _ __ ___-_-__-_- N��° " E --- - _ \ x I ®LP Light Pole ----0 ---0 Overhead Utilities
- 7 -T1 7 - SRO- - �H❑ - - T // / / / // // // / °r----°T- Underground Telephone
H[�- H w ran p PP pp 0uP Utility Pole ---- 9 P
/ I PS----uw---- uw- Underground Water
2• - W o ®1B Telephone Box-___UG____UG_ Underground Gas
CI-20289 I I ///I I I -� � V � Blac o P
EI (WS9891.96' o4.6' • I - - 8 _ Walnut l� o WV Water Valve _ 9
c 0 o
o WMH Water Manhole ___°E----ue- Underground Electric
-itIE (S)- 891.85'' i{'' `" 7 1 / I - 8 8 - _ o White Ash / o WM Water Meter -------��- 9
Under round Communications
1 ___ �'�%i i I i I I 0./ I �' - _ 18"DBH Wild `^' \ �rFH Fire Hydrant --- Right -of --Way One
-- - e I 1, No way Spruce j QR j I Persimmon I \\ I I FL Flow Line
e GV Gas Valve
N i I 1 I _ e , 8 _--------- �/ / °�// 6„Dl / \\ oGM Gas Meter 7B Top of Bank
II I rn 1 1 1 ,,- �`��- R \ oCO Sewer Clean Out g
D.E. Drainage Easement
GB I Q \ 9AD Area Drain
I Easement
/ I i -_--- -- Manhole LEE Invert Devotlon
I I c S3_ -- SS---- SS--- SS-- ° P
o I- -�- - * 5---- s- - � , � - ; _ -� ---J �0' BSL 30'LBY// // // // / \�� ®C� Curb Inlet LS Landscaping
3 11 I N 1 0 I t o 0 6•ss 6•SS� 30' BSLX30 LBY
II 1� I I / I e'ss s 6• S I + Sign
I II I 1 I c I - / I 6•SS� 6•Ss�
I �N i i - - 895 - -�- `�I - - i - j / i4� o S Q ° PS PSI �O Wi14
-a-1 'n // //
16" DBH
-- -- c2 IF 00
I I S \
I I 111 I c I / , / �
-=1===---------- a- I I wild
------------------ r-�-- I - - - -
j j Jj 1 CI-20242 / / PevsimrT on \
I Lf- Rim= 894.60' 1 o u 1 10" DB I
I �g95' II c c) I E (N) = 891.52, I o CIO
boo
I II ci 1 1 IE(NW)=891.56' I 1 1 , ° 2 „DBH UJ r / PS /
M ' I E (W )= 891.34' in ,% I n / .6 J< s."J \ / I LLO /
=== 1_'VIE (S)= 891.44' I c� / 1 m / O / O
n I
I W
3 \ � \ 011� I � � o i LU PS i �I \ :3PS J)�7 o
=
842.32 1 O •04,,
8
vpr5, Sugar Maple o
I /° eapI g _ o
° DBH Ps
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SWP3 LEGEND
,r'T FF = 901.00 O
Erosion Control Blanket
w 11 li i I / 2" x is" Tee �,/ , N.A.G. S150 Equal PS
I I I I I I 1 I / e , ���/22x�... QuaW
I I II I II III 1 / IE=89 ° Before Meter � or /
rtb i 1.5" Fire
8 1" Domestic i' Y
I I I I C .-------�--
�- O S Permanent Seeding HORZ: 1"=20'
_ " / LBY Black 0
II 4/ 6 O PS / ° �/ Walnut 0
I I II c II/ o n �11 I I/ 30 LBY
I I I I L) j'P I hi PS IA q P 2•W 2•W 2•W 2'W 21w 2'W 1.5"F / \� '/ IV 6" DBH 20 0 20 40
// / 0 111 D
� `+'-xxx Original Contour
II \
I I 11 I I I c l cci ° /N
I I I h v� 1 C I I j �I 895. / PP 16a D e tern \\ p
// / / , // // pS // I xxx Proposed Contours NOTE:
I 1 O db Cluster
�r UGC II UG UG JG G I / 1 PS qq' B o / _ ' 0 , (6) 5" DBH's P PS ALL DIMENSIONS TO FACE OF CURB (FC), EDGE/PAV'T
L) ti� I I 1 1 uc / uc I uc uc y uc u u 9 uc ' Common �-
N� 01 1 , I --� AND/OR FACE OF BUILDING UNLESS OTHERWISE NOTED.
I I I =11 I I /Ped j uc✓� ur�� uG �L /� UG UG / u u G c PS PS �\ berry
I I I c c '� 1 - - - - _ - - - - - - - - - - - - �-
1 DBH BUILDING DIMENSIONS SHALL BE VERIFIED WITH
1 I c' I i' O o Haw rr ,,- ` ARCHITECTURAL PLANS.
T - f S 89° 05" W 3 0'
10" DBH
weet Crab Apple -J , ONLY MAJOR/OVERALL BUILDING DIMENSIONS SHOWN
1 I � �-,S�' _ ,,-
II r O 18" DBH / 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
WILLOW HAVEN SENIOR HOMES
DATE:
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
(n
PROJECT No.: 19-3957
PROJECT:
MEMORY CARE HOMES
19 9 9
• ■
0
mm.dd.yy
INI
Description
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 WA G G N E R P 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
O� �� ���
O
/�
H:
(\�„r•V/-�\`J/- FAX: 8 1 2. 6 3 4. 5 O 1 7
-
C A R M E L, I N D I A N A 4 6 O 7 4
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 /y /y
O "
CELL. 8 1 2.6 3 1 . 3 9 6 4
A S S E3C 1 A T E S
_
W
0
FILENAME:
13957 Base
on was on available
information. Commencement of Work constitutes verification and acceptance of
�!// �!//
NO
1& , P C EMAIL: N WAG G N ER@
Q
LAYOUT TAB:I Erosion
PRE Se POST
0
I�
SCALE:IASSIIOWn
existing conditions.
CASH WAG G N E R . C ❑ M
CONSULTING IENGINEERINGISURVEYING
�
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
C❑ N S T R■ S W P 3
11 2
installation.
W W W . H G N E R . C ❑ M
Q
❑ F: