HomeMy WebLinkAboutC100 STORMWATER POLLUTION PREVENTION PLAN9 8 7 6 5 4 3 2 1
II SITE PREPARATION / SWPPP PHAS E 1 NOTES GENERAL NOTES
OINSTALL PERMIT POSTING ARE4. 4"PVC TUBE WITH END CAPS ATTACHED TO 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 00 K
11 PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONE TRUCIRON WITH THE OWNER DURING BIDDING AND DURING CONSTRUCTION 0 N O
DRAWINGS AND PERMITS FOR INSPECTORS, ACMITIES ALL ITEMS TO BE REMOVED. IT IS THE RESPONSIBILITY C fj
II OF THE CONTRACTOR TO REMOVE ANY MATERIALS AND/OR 0
INSTALL CONCRETE WASHOUTREFERTOD0 a
2 . ETAILON SHEET 101. > C
3a STRUCTURES NOT LOCATED ON THIS SURVEY FOR THE dP R INSTALLATION OF THE NEW WORK. � 71
2, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY d 4 ti p V vi
DUMPSTER PAD ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK, >O V'/> a
m AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY UTILITY O,O
COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE UTILITY
1.a J COMPANY SHALL BE REMOVED BY THE CONTRACTOR. O b N M
woEE4
M11' �O h Z
JW. 3. UTILITIES ARE SHOWN TO BE APPROXIMATE AND SHALL BE WO U Y
fJ v'P RELOCAED ANDOR CAPPED AND ABANDONED BEFORE C� r r 6d d ° ° a°a CONSTRUCTION AT NO ADDRIONAL COST TO THE OWNER. OM W O1a d II4. ALL DEMOLITION MATERIAL AND SALVAGEABLE MATERIAL IS THE
0.V PROPERTY OF THE DEMOLITION CONTRACTOR AND SHALL BE
< PROPERLY DISPOSED OF OFF THE SITE.
d O � d (hWALL01� °�4 d a VWC-401 BR 1> �J° 5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN OFF
NA'6°III TRICO AS -BUILT x THE SITE. rT,
$ SANITARY MANHOfE TC=897.69 e9T0 gA>86 m $ q� Bea.l S. ALL UTILITIES MUST REFMIN ACME FOR AREA TENANTS THAT ARE W �,/ Oa $' \\ RIM=896.96 II / 9° !�' '.P p REIMINING. NO UTILITY SERVICE SHALL BE INTERRUPTED DURING �,/ 00 � y
y 1A INV(N)=890.60�. THE CONSTRUCTION PROCESS. W N u
M �¢- xe x°9 \ \ INV(E)=890.49 _ _ _ _ _ _ _ _ - _ _ _ _ _ _ 7. BEARINGS, DIMENSIONS. AND EASEMENTS ARE SHOWN FOR P
°° 8_ PVC - - - - - - -STORM INLET - - - - - - - REFERENCE ONLY. SEE RECORD SURVEYS AND PLATE FOR EXACT L� Iliso
° d \ a EXISTING 6" PVC LATERAL ® RIM=896.09 INFORMATION.
e STORM INLET
< � x ASPHALT INV(E)=89227--_---- 12 RCP _ _--- ry0- -- VO 891.7I fY RCP HH SHOWN NTHEPLAINAS A BEVEL REMOVED MY AN BE APPROVEDa)
11 S (L3 e j x S \ INV(W)-89L66 rT,
LONG
THE TREE(S)
CATED TO
< ry3 \\\ ____ _ -_� 9. IF THERE ARE ANY QUESTIONS CONCERNING THIS DEMOLITIONRE NOT W I7 %,) Q o 1 d IN E = 0. ANY EXISTING TREES THAT MAY REQUIRE REMOVAL BUT ARE H _ u
a RIM-896.54
\p
m N
\ \ ------ �----------_ � _ _______ v�'------- ALTERNATIVE LOCATION ON SITE
° / LINE TYPES U Z N
'T.#2014-09625E x 1\ \� / 1 BRENWICK END PLAN, PLEASE CONTACT THE ENGINEER BEFORE CONTINUING J Its ,o
Dye° c G r- UNDERGROU DGAS WORK, I fn
COT. 41N 90996rTIES, 099 w w UN�RGOU D WATER �� Z J
IAINDE 999099650K9 . g a
AN REMAINDER OF�LOCK"D" o^ �E slat AERMLE TRIG EROSION CONTROL NOTES W
�� � axe �c E E uxceaeaou OELECiRD
g C c- UNOERGROU COMMUNICATIONS 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT
qqq��� BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR
�e /�T� LI / m 9 0 30 .� " c0) AERA COMMNICATONS LOCATION OF LANDSCAPE BEDS.
x0 e✓^ A / p 3' ro F UNORGROU FIBER OPBC
V' O 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE
x4 % // p ° �'L _ I I ty Sc °geJ FW) FW) AERW_FIBER PIICCABIE TO FOLLOW CONTOUR. m
'�0 O 0qt cH- 01- OVERHEAD UTILITY 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN Z mT;6�
cFORCEMAITHE STREET2 M1SANITARY EWERSTORMS R EROSION CONTROL SPECIFICATIONS G o
RIGHT OF V AYLINETHIS PLAIN IS 1. SEDIMENT FROM SAVING HE CONSTRUCTION
IM
CHAIN LINK FENCE BY ENT MYWAY
AND ALL 3
d EROSION. IFEROSION OF SEDIMENT FROM THE SITE EIS TAKING
m i Z
D a D D BOARD FEN E PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE e e e
> > > >- WROUGHT) FENCE PREVENTATIVE ACTION IMMEDIATELY THE ENGINEER SHALL BE °
II CONSULTED IN THE EVENT THIS HAPPENS. a'ryr
-x -x x x- FARM FENCEc D 7 7
}
GUARD FAIL 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA
/x BUILDING 17 d V xaa' EXISTING BUILDING 16a °a ° • HANDRAIL THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS.
6 / < � -" " "-
GFA = 2300 S.F. I BT 8FSILT FENCE 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS
/ CRa I
FFE = 898.70 I BUILDINGS KINAC
E THAT HAVE ACHIEVED FINAL AND FINISHED GRE.
4
BOUNDARY LINE 4. PRESERVE EXISTING VEGETATION ONTHE S AND
FLOW LINE WHEREVER POSSIBLE TO PREVENTT EROSION.
EROSION.. S
LOCAL ELEV=896.80 SECTIONU E 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED $
Y11 I -'S00- INDEX CON OUR PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY
B1g a / (CLOSEST INLET I GR4SS I ARE INTENDED TO SERVICE ALL EROSION CONTROL MEASURES
/ a ry1�Y -Ni- - --- - - INTERMEDM GONTOIIR PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR
c / CASTING) Iq°I. ¢ x�a EFFECTIVENESS. ,a
d Y1 Bg3 0 WC AYWVESTORS,LLC m5 m
d 1 ST.42005-9936 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY om
S SWPPP PHASE+ I LEGEND ND OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. i o i
POND #8 100-YR a
x 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR
OTHER APPROVED METHODS. RESEEDAN EAS NOT
x69 y^ .&� z ELEV=889.25 a h II < TP INLET PROTECTION WITH OVERFLOW LET PROTECTION - USE SUBSURFACE
GERMINATING OR DAMAGED AT INTERVALSGM4Y BE REQUIRED Smmm
d a xa9g. CAPABILITY (DANDYSAC) ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION
ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL
\ �r�`'yJ�jJ,// > C ->$ / M.F.P.G.=891.25 14III x II9 ASPHALT - CONSTRUCTION ENTRANCE FULL STAND OF GRASS HAS BEEN OBTAINED. `>`>IIIKISH�H////
13 / M.L.A.G.=898.55 I II IOU - I r���-L 8 THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL `p``°`�is T N!V, e
Bg' -STAGING AREA IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER C 1P � "4,x�_
II9. IT SHALL BE THE CONTRACTORS ANDOR OWNER'S RESPONSIBILITY
-POSTING AREA-4" PVC TUBE WITH END S TO MINIMIZE SEDIMENTATION(FROM ON -SITE CONSTRUCTION f OZOOEBZ
q ATTACHED TO PROJECT CONSTRUCTION AGIN TO ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES 9,
TWO STEPS I I I^I H' ® CONTAIN APPROVED CONSTfiUGTIONO WINGS AND AND RECENING STREAMSANTHITCHES IN STRICT COMPLIANCE NTH %' STATE OF
/a9, PERMITS FOR INSPECTORS, RULE Sy327 WC 155 CONSTRUCTION ACTIVITY STORM WATER �ixx>�. �OIANH cs
'rCJ• a ry d 3 STORM INLET -HIS ,f� RUNOFFOONTROL). R SHALL ALSO BE THE CONTRACTORS AND/OR **'J'YONALV IS
4 a LI - - ° OWNER'S RESPONSIBILITYTO OBTAIN ANYAPPROVALS REQUIRED 011int 1110W`
RIM=896.37 CONCRETE WASHOUT /y
GRO% m� B a n �II r �. INY(S-891.47 BJ I ® OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, NOTICE
YJ.�LLILv
\ / x°9 / d d ° d a d G -�� DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY
I STOCKPILE AREA TEMPORARY SEEOIN CONSTRUCTION ACTIVITY.
a a H° ael ax c C REQUIRED) MM&4K 9HINNBMANPJL 1WW39!
c ° c �� �10. FOR SEASONAL VARIATIONS SEE SEASONAL SOIL PROTECTION
Y e •\� F� - SILT FENCE _ _ CHART IN THESE PLANS.
u u 4 < ° \ v �p� LIMITS OF DISTURBANCE 11, PORTABLE TOILETS MUST BE ANCHORED. h _ 9
y Q w
0 3 L 0 ° 0 B > R0 PERMANENT SEEDING CONTACT PERSON FOR EROSION
\ CURB INLET USE PLANTING CHART
iC=89710 - aN" H
CONTROL & SEDIMENT PRACTICES
\ GUT=896.54 BRASS PLUG 12-RCP icesi2aT m a
\ INV(NE)�896.49-12" RCP GUT=896.80 6ga 9G Ic j j X
x \ INV(NW)-890.46-12"RCP FOUND - WVSw)=889.4D �1 a GRASS e@ �_Mt WEIHEENGINEERS, INC.
10505 N. COLLEGE AVE.
_ 4 RA$$ SC INOIANONE:(,17 /45-6 yy
B�, 7 LAND DESCRIPTION TELEPHONE: (317) 846E611 f+
x NO j j FAX: (317)84}0546
\ O`° C gP`c' PARCEL 17'. EMAIL: PARKERF@WEIHE.NET I�
CONTACT PERSON: FRED PARKER, CPESC IOa
as
c d @g> APART OF BLOCK "0 IN VILLAGE OF WESTCWY SECTION 30 VILLAGE CENTER, l >z
T > cG c� c c---�-f ae7 �O�l PART 1, PER PLAT THEREOF RECORDED IN PLAT CABINET 2,
U
SLIDE 345, AS
INSTRUMENT NO. 1999OM5089 IN THE OFFICE OF THE RE RDER OF HAMILTON p� 1�1 ti O i
\ m j ASPHALT HOP o I nT COUNTY, INDIANA, DESCRIBED AS THE FOLLOWS: EXISTING AREAS
ah a $ d o TOTALSITE = 0.10 AC. O >->,
ff / Itt j $ COMMENCING AT THE SOUTHWEST CORNER OF BLOCK '0" ALSO THE DISTURBED = 0.11 AC. ll W U
d INTERSECTION OF THE EAST LINE OF BROAD STREET AND TIE NORTHEASTERLY PERVIOUS = 0.10 AC. I=4
ASP ALT I'n CHAIRBACK LINE OF EAST NEW MARKET STREET; THENCE ON THE EAST RIGHT WAY IMPERVIOUS = 0.00 AC. O a o
j j, LINE OF EAST NEW MARKET STREET SOUTH 45 DEGREESS Do OB I INUTES 09 SECONDS
b ^5n ay,1!P CURB m eg3!PIIOiYRSHFERRY ROAD =t EAST (BASIS OF BEARINGS) 238.26 FEET TO THE SOUTHERN POINT OF PARCEL 10
M '2 AND ALSO POINT OF BEGINNING', THENCE NORTH DEG EES 54 MINUTES 05 r �I
Ni 282SY (M/P) 44 FAST ALONG THE SOUTHEASTERN LINE OF SAID PARCEL 10 03.73 FEET TO THE 1--1
xaG>g EASTERN POINT OF SAID PARCEL AND ALSO A POINT ON A CURVE CONCAVE
n ,xh se> < j G EASTERLY HAVING A RADIUS OF 50.00 FEET THE RADIUS POINT BEARS NORTH 22 Z O
new \ 6 DEGREES 25 MINUTES 19 SECONDS EAST FROM SAID POINT THENCE EASTERLY L.
8 I Rlh, ALONG SAID CURVE 15./2 FEET TO A DINT THAT BEARS SOUTH W DEGREES 44
j t
BRASS PLUG MINUTES 45 SECONDS REST FROM RADIUS POINT ALSOPOINT BEING THE Ul
CURB INLET NORTHWEST CORNER OF PARCEL 16; THENCE SOUTH 00 DEGREES OB MINUTES 09
s FOUND TC=897'19ON SECONDS EAST ALONG SAID WEST LINE OF PARCEL 16 3177 FEET TO THE O < 45
u
m d / GUT-896
3 j j p0' NORTHERLY LINE OF HORSEFERRY ROAD AND ALSO E SOUTHWESTERN
O
U
/ ) b CORNER OF PARCEL 18; THENCE ON NORTH RIGHT TO AY LINE SOUTH 89
p°^ a WV(N)=887.7B eg>g B e°° STORM INLET ° DEGREES 51 MINUTES 51 SECONDS WEST NORTH
FEET OF E NORTHEASTERLY U GZI 0U
96 j RIM=896J1 eaGe LINE OF EAST MARKET STREET; THENCE NORTH OS DEGREES OB MINUTES 09 O W FY1
< '90 e9 �4> ,,y4 SECONDS WEST 37. W FEET ALONG THE NORTHEASTERLY RI HT OF WAY OF NEW Y W
$ INV(W8{)=BB6.56 MARKET STREET TO THE POINT OF BEGINNING, CONTAINING D.O986 ACRE, MORE H W
/ $ m INV(N)=891.21 OR LESS. N ���LLLIII j� < S
xs' -a7_ BENCHMARK INFORMATION o al 3
GRASS ^aa>tB ORIGINATING BENCHMARK I� ac
RELEASED FOR CONSTRUCTION ag751 ,r ta$ __-----J6 R- p0 c - e9B et9 10 NBeJ 38•FCP (TU) OF THE INTERSECTIONOF CONCRETE
EOF SHERORNE ROAD AND STAMPED W ''■ E oJU c.p /'A W O m
11T'R / s Jc ELEOF VATION 52 NAEVD 1888F 131STSTREET. I --I
RAL
- - _ VIER Know what 9 bBIOW.
L / +p - ----- DEPARTMENTOOF
DISK STEM 261
TNB1rQ, H 097, FEET Call before you dig. SHEET No.
Subject to compliance with all regulatims t_ x - /, Py /"-----------------e91�---------- n' �-------- J�>r --�.M S within Indiana Call
d State and Local Codes / / / / 811 or 800-38W a WON O 0
�� t 9 19 Ikun a COY. J PdT a waeF
City wg>. x /// /- - �' - - - ��- - - - - - - - - _ _ _ SCALE: 1" = 10' xR INGINw VAX UN IC B-
Ci Irf Camel / ® p eva s WBa.g3 rz IT Is ncsmsl THE UW TO E(CoNVA c
RKING
1.97' �/ WITHOUT NOWYNG THE UNDERGROUND PROJECT NO.
V1R`D lW V:NW dJ / / __ O S 10 '20 DRYS BEFORE COMMENCING WOW,
W16.0606
7 6 S 4 3 2 1 1
4 DATE: 02/28/19