HomeMy WebLinkAboutC-104 SWP3 (V2)IE (N)= 890.05'
' 1 j IE (NE)= 890.05' I ❑ i �� J �� �� ,' `� ��
IE (NE)= 890.19' I I I Exist. Brush Fiel�b'eiify-EAst.L0 _ CI #200
IE (S)= 889.15' 1 Ii' Vdirite Ash �q & Service Line Size - - / ` 1 / �� --- S W P 3 LEGEND
I , I , � / FG 89833 � _I- _- --� /
i6" DBH / ocation & Quality IE(out) 895.50' ��� �� 8�8\ \
j I �/� I I 1 /�� Exist. Brush --_ Ji -----
---------------------
1WhiteMuiber�y\----_____-- -g96 `� ��, `, I % Temporary Gravel
FES #209 "DBH ��� - P-201 12" HDPE
o c IE 893.50' e- --- - P 54-LF @ 0.46% __ JI ��\ \ 1 % I o Entrance /Exit
894 ---__ - ❑----3H❑ --� - --- - - - - - ----
j -- - -� / EROSION CONTROL REQUIREMENTS
6'W 6'W 6'W 6'w// 6-)
FW 6'W - 6'W 6' 6' 6'W 6'W 6'W 6'W 6'w �- TTl��
CI-20289 I I ,/1 I \0 o 1. EROSION CONTROL PLAN MUST BE EXECUTED BEFORE ANY CONSTRUCTION pp Diversion Ditch
Rim= S94.6' / 1 / // I c ❑ I �� �� '' -- 898 -----' - e Walnut
3 IE (W)= S91.96� // ��� N n I jll I i - - e / o ' -o e e e ��`_ \ 6" DBH ° \\�
COMMENCES.
❑ IE (S)= 891.85' //r)r/ 1 II "-- r White Ash I \ 2. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FEILD BY
1 _____ I I 1 I , IP ru �`� 18"DBH I Persimm n THE WPWD INSPECTORS. Q ST Temporary Sediment Trap
_"------ \ / 6" DBH �\
V, I I j I - / - / �"'" - -``- I 3. ALL EROSION CONTROL MATERIALS NEED TO BE APPROVED BY THE WPWD
P-100 6" D&3S VC ---_ - i ` Silt Fence
1 ,✓� I I I I I I I c ,� +e' o . 899 -� \ INSPECTORS PRIOR TO INSTALLATION. S F
1131�F@�K.O /o (min) ---.' \
-/ 1 - 30' BSL & 30'LBY \�
I I LE S o-� SS---- SS--- SS-- S-� S -$-7 S -- - 6•SS� 6'S \
3 I I I N I + 1 6 6•ss 30' BSL P�30' LBY - -� \
61S 6'SS 6'SS 6'SS I `\ Ip Temporary Inlet Protection
� ��--895---� 1 / I \ /' � 7
I O Wild �\
c'1 I / I ,� FDC CO Persimmon EROSION CONTROL REQUIREMENTS
_ 1 ❑ I P-208 18" RCP ( / , p \
-� - �_"' '� 1 40-LF @ 0.5% / , S DS '' 16" DBH \ FOR COMPLIANCE WITH THE STATES GENERAL PERMIT RULES FOR N Posted Notice of Intent
37�2' \ STORM WATER RUNOFF FROM CONSTRUCTION SITES
-----------
------- - O • II
---�r---f 1 \� ❑ I 1 �0�
I I c I r I TB 1. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE
--1---FIF = 00 Wild
------------------- --- 1 _
\-----❑--------------�---L-1C I ❑ 1 I I I - Persim on \\ CITY OF CARMEL'S EROSION CONTROL REGULATIONS AND THE STATE D DUmpster
11 y 1 CI-20242 I IP I
1 ❑ I FES #2 / OF INDIANA'S STORM WATER UALITY MANUAL.
Rim= 894.60' 1 BI ED I 1 � 10" DB � Q
I c IE (N)= 891.52' IE 895.2 Rec�a i
S95 I I c 10 i r 00 I
1 I I ❑ 1 I I IE (NW)= 891.56' FES # 0 CP 2 D 2. THE EROSION CONTROL MEASURES INCLUDED IN THIS PLAN SHALL BE INSTALLED
IE (W)= 891.34' I /I / / I / PRIOR TO INITIAL LAND DISTURBANCE ACTIVITIES OR AS SOON AS PRACTICAL. W B Concrete Wash -out Basin
E (S)= 891.44' I IE 893170' c I I ST / I p 162-LF DS I p \ / o ,
�' I / e / , SEDIMENT SHALL BE PREVENTED FROM DISCHARGING FROM THE PROJECT SITE BY
---I-- '- i I 1 c ' I I I m for Pipe o 4.0' 4.0' 0 i INSTALLING AND MAINTAINING SILT FENCE STRAW BALES SEDIMENT BASINS ETC.
�-` I r' FES #?106 O �J
1 �� I I ❑ �, I I I p� AS SHOWN ON THIS PLAN. IF SHOWN ON THIS PLAN ENERGY -DISSIPATION DEVICES
� � 1 �, I ❑ I IE 8941.00' I ` m q ED Energy Dissipator
1 c m I \ o - DS Sugar Maple / OR EROSION CONTROL AT THE OUTFACE OF THE STORM SEWER SYSTEM SHALL BE
l o 0) e = INSTALLED AT THE TIME OF THE CONSTRUCTION OF THE OUTFALL. THE PROPOSED
P-2 5 12"' CP B O I O 20" DBH
Ip o \ �o _ ^ m 1 DETENTION BASIN SHALL BE UTILIZED AS A SEDIMENT BASIN DURING CONSTRUCTION
n��� F@ 0 6% I 10 Z d Mapl - in FOR AS LONG AS PRACTICAL.
1 / TB Temporary Berm
I I \ `Jell �N I 1 o I /I / "DBH 5 - 6 DS 1
I I �2� I I� �►-�� \ I 1❑ 1 I 1 c / I ❑ 14.96' o
MH-20449 1 1 �� I I I ���� 1 co 1 S c� I c o e 3. ALL ON
STORM DRAIN INLETS SHALL BE PROTECTED AGAINST SEDIMENTATION
Rimrr�= 486.82' 1 1 89611 I �X \ c❑ �/ 1 \ I / / _ 26.f,2' 14.46' j USING A FRAME AND BASKET AS DETAILED ON SHEET C-105.
I E (E)= 482.43' 11 Y c V I 1 / I / / -\ _ _
IE (S)= 482.32' I I I I\ I --- 1
11 II `"� ES 2 3 / \ FF - 901.25 I �� ^� 1 Storm Water Discharge
- 1 4. ASSOCIATED STRUCTURAL EROSION CONTROL PRACTICES SHALL BE
I I l l 1 `y aT 1 ❑ I 1 c, IE(00t) 94.30' � / , `\ 4,0 BFE = 874.2 ,� ' I INSTALLED PRIOR TO DISTURBING ACTIVITIES. THE SITE SHALL BE STABILIZED
\IcD I 1 , ' I ` . ` Q j XXX Original Contour
I I l l c I I Inc I 1 w/, teel Plate & 1 \ / ) � 1 BY SEEDING, SODDING, MULCHING, COVERING, OR BY OTHER EQUIVALENT g
6/Orfic I r I w
I I I I I II+j I I j / 17 cp / � j \ D j ,' v `� ' , EROSION CONTROL MEASURES, WITHIN 15 DAYS OF THE LAST DISTURBANCE.
I I I I I I I U I c M 00 v / e i ,' I ip j
ry O � \ o xxx Proposed Contours
I I I I I 11 t ❑ I SF'1 WB a v / \ _ rn ,' 1 5. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL DISTURBED AREAS p
I I 11 + � 1 �� _ _ �_____ 60--1 Ds--- ------ - - j ,' \ ��.901 ----+'-- WITHIN THE CONSTRUCTION SITE. ALL MEASURES INVOLVING EROSION CONTROL
ollec or Pipe , PRACTICES SHALL BE INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL
p / I / \ i� O /
2.0' , / EXPERIENCED IN EROSION CONTROL AND FOLLOWING THE PLANS AND SPECIFICATIONS
/ 30' LB�� Black 0 INCLUDED HEREIN. Tree Preservation Fencing
DETENTION BASIN \ 30' LB _ ___J 15/67' 14.46' Walnut p \
----7
T �- T
TOB = 898.50 \ �- \ N i / 14.96' o DS \� - 26" DBH ` 6. DURING THE PERIOD OF CONSTRUCTION ACTIVITY, ALL SEDIMENT BASINS AND 18"Tree
I I 1I I I I 1 I 1 1 IN ' I EOS = 898.00 / `� / __*, p OTHER EROSION CONTROL MEASURES SHALL BE MAINTAINED BY THE CONTRACTOR. *-
1I l l 1 1 1 II I F O / 46.83' N i
BOTTOM = 895.00 i / I 20' BSL \\ AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE THE
1 r m I I I / I / ,' ra appe DS
vc ,'DS - 1 �O� \ o TRANSFER OF REQUIRED MAINTENANCE RESPONSIBILITIES WITH THE OWNER.
I I I I 1 l 1 1 I / 16" D I I 193-LF DS astern \
I 0 i ° edbud Cluster 7. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED
I 1 UG I I I UG UG G i G I / I ' ' 9P I _ _ _ Collector Pipe (6) 5" DBH--
�r c I c� J `� cl`� 0 900 - 's SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE
1 1 I I 1 1 1 DID 899 DD Common FLUSHING THE AREA WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO
,? 1 of j 1 I ,1 / ^ p2 �� Hackberry THE POINT OF LIKELY ORIGIN OR OTHER SUITABLE LOCATION.
^�- 1 UG UG G UG UG UG q o 9 18°DBH
qk U UC UC UC UC UC UC ��
I I I 1 _T - - - 8. THE CONTRACTOR SHALL CONTROL WASTES, GARBAGE, DEBRIS, WASTEWATER, AND
l I" I i 0-- o Hawthorn --' ` OTHER SUBSTANCES ON THE SITE IN SUCH A WAY THAT THEY SHALL NOT BE
I "'_----_----- ' 10" DBH --'- I \ TRANSPORTED FROM THE SITE BY THE ACTION OF WINDS, STORM WATER RUNOFF,
/ ---- _ \ OR OTHER FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES AND
Sweet Crab Apple �'
O /- � 18" DBH PP � �'� P-210 6" Double Wall Perforated �--___-''� �� UNUSED BUILDING MATERIALS APPROPRIATE TO THE NATURE OF THE WASTE OR
i'� Underdrain 160-LF @ 1.0% y BUILDING MATERIALS IS REQUIRED.
Eastern
I II White�e '
I I �
II i� 20'� BH
IE (NE)= 890.19' u , - _ _ _ _ /
IE (S)= 889,15' I j Imo, VdfriteAsh �q� - -- - - - - - - - Fire Hydrant - - I\-
�`__� / i l , 6" DBH , Assembly �� \�-I-------------
f I 6" Gate Valve 9 \\\\\
1 I\ Request Letter 1 1 J i'' 2" 45° Bends �`
3 I i/� I & Traffic Plan I ���Exist. Brush 6" x 2" Reducer ( /
6 �i Submitted to I 11 I White Mu'hbg�y f __--- 896 ------------------
I City BPW Prior DBH EXISTING LEGEND
z)- 894 --- to Installation e_ 0----3H❑_ _- p� -- _ __- - ------ _-______ _-----_ ` \ x I CURRENT OWNERS: 0LP Light Pole ----o---�'+F Overhead Utilities
I j --_1 _- -- j/ r- / i -- UP w/Tr /A N D RA D I A N A ----UT----UT- Telephone
6'W 6'W - 6'W 1 6'W//^ 6FW 6'W 6'W 6'W'�9 6 6'W 6'W 6' 6'W 6'W 6'W 6'w' 'W �` ��- 'W - °' _ OUP Utility Pole - Underground
K U H N , BRADYB RA DY &---°w---- Under round Water
Cl- 20289 / 1 PS i'`: -- = Blac o ®713 Telephone Box g
i i / �/ i `\ ��e 1 -� ' ° --=� ' 0 25 CLAY COURT O WMH Water Manhole ---- --- Underground Gas
898
ng Rim= S94.6' / ❑ c� i - r_- / i ° __ - �V p Walnut -
IE (W)= 891.96' r/ j/ 1 "'� I \ 1 s / , I -o o,,, o `o o - o f o WV Water Valve - 9
v� 1 ❑ ---uc ----u° -
i i i I 1 it ` - - - ,, J / // /- - //white sh `�� - o wM Water Meter Underground '
� IE (S)= 891.85' r I ---°E----UE-Un r nd Electric
6\ ZI❑NSVILLE IN 46077I -- --_� PHONE: (31 7) 654 8829 _-- Riht-of-wo une
4//i /
/ - ^' Is' PHI Wild v VFH Fire Hydrant 9 Y
S I Persimmon FL Flow Line
c I I e GV Gas Valve
��\ f1' ❑ 1 i ( / /g��, --- 2"x_L5"Tee_ -�- r� 6"DBH \\ PN: 1 7-09-30-00-00-009.❑❑❑ oGM Gas Meter Ia Top of Bank
v I I I 1 - / �- I S"Gate Valve oC0 Sewer Clean Out
c 1.5" 900 Bend w-----__'--899 `� ®AD Area Drain D.E. Drainage Easement
1 II I -' - �7� ' _ 2" x 1" Reducer - _ �'° I \ OMH Storm Manhole PAE Public Utiltiy Easement
�' I 9e _ 1 \ CONTRACT PURCHASER/DEVELOPER
LE Invert Devotion
I I SS---- SS---- SS--- SS-- S-� s -�-* S-- - - 6•ss \ , - J --- BSL & LBY \ ®CI Curb Inlet
3 I I 1 N 1 I 1 ��� 6 6'Ss 30' BSL�30' LBY - _� // \\ WILLOW HAVEN SENIOR HOMES, L L C + Sin Ls Landscaping
Cl i - i Se 6"S 6'SSZ� 6•SS- 6•ss - s/ 7 I \ J A M E S MILES g
� 895 - -I� I - \ ' ,/ ' FD C a ° I W'Id \ 1 300 E 8 6 T H STREET
_ __ _ I o �--�� Persimmon
I , 16"DBH\\ SUITE 1 4-1 26
-----
i 37532' \\ INDIANAPOLIS, IN 46240
1 I I I I 111II c I � I I ~
I I
FF= 00 wild \ EMAIL: DAMES WILLOWHAVENSENIORHOMES.COM
----❑-------------- I-1--- r-�-' I❑ 1 I I I - - Persim on \ PHONE: (3 1 7) 2 50- 1 8 9 5
1 11 L 1� CI-�0242 I c I �
I 1 Z) Rim= 894.60' ' 10" DB
S95' I c IE (N)- S91.52' I / / I Re 'Ma 1
1 i I I ci 1 l IE (NW)= 891.56'LJ
/�00 0� I
1
3 i I IE (W)= 891.34'
IE (S)- 891.44, n 10 °
a, \
CC)I I / I p 4.0' 4.0' 0 11 I /
3 \� rn I I P 11
I '� 1❑ 1 / / _J m q
o a pS Sugar Maple J /
I O \ o - - *720" DBH
't 1 0 z d Maple-
10
1 I /1 / I "DBH - 14.96' I I
I c / C o
H-20449 11 �� II I\\I\ 1 V \ / co 1 0 0 0
m= 486.82' I 1 896,1 I I G \ c ❑ / \ , I /
(E)= 482.43' I I y c y� 26.6 14.46'
CS)= 482.32'
o �,r �/ i / L \ FF = 901.25
y
\�o 4.0' BFE = 874.2
I I 1 I c I I I� ❑ 1 / I 1
Rc
° SWP3 LEGEND
I I I I I Il I I I1 1 cci / �A \ b '' I � ` - -/� _
I I I I I 11 C❑ c / / of , / 0/ , __ Erosion ControlBlanket
s
1 \ ' O ,
' N.A.G. S150i or Equ
al w, PS
HORZ: 1 -202.0' 0'LB'' Black -111 for Planting Details
30 LB 1467' 14.46' /� caeI orr -n Walnut O
I� I Co. °oPer Util14.96' o 20 0 20 40
S S Permanent Seeding
46.83' �-
1Eastern \ NOTE:
1 I ; Psi /edbUd cyt / xxx Original Contour
�r UG� I nUG UG G <�G I ° , (6) 5" 1) s ALL DIMENSIONS TO FACE OF CURB (FC), EDGE/PAV'T
❑ ti� 1 II i % ��I ,• -� Common �- AND/OR FACE OF BUILDING UNLESS OTHERWISE NOTED.
N= j D I / UG P \HBackDbBHry o �',� XXX Proposed Contours
I I I c Qk u c / uc uc c uc uc uc - - _ _ C\ 'v
r' I II i' O o Ha \` \ ARCHITECTURAL PLANS.
VERIFIEDBUILDING DIMENSIONS SHALL BE WITH
10 11
10 r
%-------------- ,-,''" I \ ONLY MAJOR/OVERALL BUILDING DIMENSIONS SHOWN
O Sweet Crab Apple -- I
18" DBH / /�- I �`---� 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
reproduction, use or disclosure of the proprietary information contained herein
without the prior written consent of the Cash Waggner &Associates, PC is
`A` G A` ,,
`v `v
SUITE 1 O 1
JASPER, IN 47546
In
PROJECT No.: 19-3957
MEMORY CARE HOMES
A
❑ ■ ■ 7
DESIGNEDBv:
N RW
1 3 1 4 5 WEST ROAD
strictly prohibited.
Written dimensions shown hereon shall take precedence over scaled dimensions.
p ENS v G�
� O
P H: 8 1 2. 6 3 4. 5 0 1 5
CASH W A G G N E R
FAX: 8 1 2.6 3 4. 5 0 1 7
❑
�
ADDRESS:
C A R M E L, I N D I A N A 4 6 0 7 4
DRAWN BY:
I DJ M
DRAWING N❑.
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 /� /�
O
CELL. 8 1 2.6 3 1 .3964 9 6 4
Sc A S S � C 1 A T E S,
_
W
0
FILENAME:
13957 Base
on was on available
information. Commencement of Work constitutes verification and acceptance of
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w `O Oc (
Pr, EMAIL: N WAG G N ER@
Q
LAYOUT TAB:I Erosion
PRE Sc POST
C O 4
Q
I�
SCALE:IASSIIOWn
existing conditions.
`v
C A S H WA G G N E R. C O M
CONSULTING IENGINEERING ISURVEYING
�
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 VVAG
C❑ N S T R■ S W P 3
11 3
installation.
W W W . H G N E R . C O M
Q
❑ F: