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NORTH HAVEN
MIXED USE DEVELOPMENT
.9900 GRAY ROAD
CARMEL, INDIANA 46280
.City of Carmel
Clay Township
Indiana
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Explanation
C.P. Morgan and J.C. Hart are proposing to co-develop a 42.94 acre site located in the
northwest quadrant of 96th Street and Gray Road. It will be a mixed use development comprising a
multi-family community to the north and an office park to the south. c.P. Morgan and J.c. Hart
recently presented their application to rezone the real estate from its S 1 classification to an R5
classification. With the support ofthe nearby Williamson Run residential community, and also with
the unanimous recommendation ofthe Plan Commission and its Special Studies Committee, the City
Council unanimously approved the request to reclassify the real estate to the R5 Residential District.
The real estate, therefore, is now zoned R5.
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Office use is a permitted special use within the R5 classification. As such, the applicants are
requesting approval by the Board of Zoning Appeals of a special use to permit office use within the
R5 classification. In this regard, all ofthe plans and drawings submitted to the Plan Commission and
the City Council, in connection with the approval of the rezone, are also included in this
informational brochure. They fully detail the project. In addition to requiring special use approval,
these plans also necessitate certain developmental standards variances, including a variance from the
requirement that lots have frontage on a public way, and a variance pertaining to side yard
requirements to the north, where the real estate abuts mining operations.
We look forward to presenting these requests for the approval of a special use and
developmental standards variances on the 26th day of February, 2001.
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NORTH HAVEN
NORTH HAVEN
Development Plan and Primary Plat Approval Request
Prepared For:
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Carmel Plan Commission
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Carmel BZA
Prepared By:
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Seven Parkwood
280 East 96th Street, Suite 200
Indianapolis, Indiana 46240
CSO Project No. 20277
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NORTH HAVEN
Table of Contents
Introduction
Zoning Map
Vicinity Map
Location Map
Aerial Photograph
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Primary Plat/Landscape Plan
Open Space Plan
Open Space Schedule
Building Elevations
Building Sign
Site Lighting Point by Point Plan
Site Lighting Fixture Cut Sheets
Development Plan Sheets
. Cover Sheet
. Site Layout Plans
. Grading and Drainage Plans
. Utility Plans
. General Notes
. Landscape Plans
. Erosion Control Plans
. Sanitary Sewer Profiles and Details
. Site Details
. Survey
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NORHT HAVEN
INTRODUCTION
C P Morgan and J C Hart are proposing to co-develop a 42.94 acre site, located at 9900
G.ray Road in Carmel, Indiana. It will be a mixed use development with approximately
13.6 acres of. apartments to the north and 8.5 acres of office development to the south.
The balance of the real estate to the west will remain woods and lake.
The architecture of both area will be consistent. The primary materials will be brick with
stone accents for offices and brick with, wood and vinyl siding accents for the
apartments. Color is provided primarily by the brick with white accents for the trim work.
The apartments buildings are 3 stories in height. Office building "An will also be 3
stories, a portion of which will be below grade. The remaining office building will be
constructed in the future. Although they will have the same architecture, the footprint
and height will be determined in the future.
Lighting for the site will be similar to that provided along Carmel streetscapes. Pole
mounted "acorn" type fixtures will used throughout the development. Signage will be
provided by ground signs as detailed on the plans.
Portions of the existing treeline to the south, as well as existing woods to the west, will
be preserved. Per the request of the residents of the Williamson Run community to the
west, special efforts are included to screen the west property line.
The construction of this project is scheduled to begin in the spring of 2001.
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COMMONS
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ZONING MAP
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EXHIBIT A
OPEN SPACE SCHEDULE
SUBDMSION NAME: North Haven (Residerttial Portion)
1. SITE ACREAGE 26. 77
2. ,ZONE DISTRICT R-S (prnpo!'led)
3. MINIMUM OPEN SPACE REQUIREMENT (SOSR) 25% / 6.69 acres
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4. OPEN SPACE PROVIDED (OSP)
5. PRIMARY CONSERVATION AREAS
o Well-head Protection Area
o FEMA/IDNR 100 year Flood Fringe
o White River Corridor
o Steep slopes (10%)
o Mature Woodland
o Special Opportunity Conidor (identify)
[X Other Existing lake
47.6%/ 12.73 acres
)CJ FEMAJIDNR 100 year Floodway
o Wetlands (>1/4 ac,)
o Scrub Woodland
~ Young Woodland
o Historic Structures/Sites
6. NATURAL OPEN SPACE PROVIDED
7. AGRlCUL TURAL OPEN SPACE
42% / 11.24 acres
0% / 0
acres
8. DESIGNED OPEN SPACE
5.6% / 1.49 acres
o Square
o Parks
o Green
o Boulevard
o Greenbelt
Xl Paths
o Trails
o Golf Courses
XJ Pond (see below)
o Other
o acres
9. CONSERVA.NCY LOTS
o no. lots
10. PONDS total measured perimeter (in linear feet) 2009 J.f.
total measured accessible perimeter (not bounded)2009 l.f. 100 %
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SPACE PLAN .
RESIDENTIAL OPEN
SCALE: 1. . 60'
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SPACE SCHEDULE
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5~n~~r:\~240
RESIDENTIAL AREA- ::~~ A~~'
ACREAGE OF UIRED 12S':'h
TOTALM OPEN SPACE REa EE FOLLOWING' ACREAGE
~~~:"SPACE PROVlOEI> IS _
CE .O.se AC.
DESIGNED OPEN ::4 ;D.i3 AC.
JOOOINO PA ,U' AC.
~~~L DESIGNED OPEN SPACE
NATURAL OPEN S~~C~OPEATY UHEI
EXISTING ~UNG WOODLANDS
EXISTING AREAS
~~~~E:~~RAL OPEN SPACE
TOTAL OPEN SPACE
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% OF SITE
.2.1%
.3.5%
.5.8%
~J-olADoorou.ll'l
:9.69 Ae.
.0.53 AC.
.1.12 AC.
.11.24 AC.
:12.73 AC.
:35.8"-
.2.0%
.4.2%
_42.0%
.47.8%
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The K118 Louver Type V Cut Off
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globe, one 175w clear metal halicle lamp.
Lumen rating of 14,000 LMS.
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House~;icle 2021 '.:,
Tolal 47.61%
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Product Details
Fixture Details
Page 1 of3
--IJ?ROGRESS
LIGHTING
SKU P7396-60
Catalog Page: 309
Category: Outdoor
Description: Energy efficient,
long-lasting lamps. White
ribbed polycarbonate diffuser.
Standard 120V NPF ballasts.
Can be wall mounted. UL
listed for wet locations.
Finish: White
Glass: White Polycarbonate
_'__ea... , Type: Fluorescent
.I",. .......,,00..8 i!i., _lIO!,... Notes: H/CTR 5-1/4 inch.
Lamp base GX23
Width/Diameter: 10-1/2 inch
Height: 10-1/2 inch
Depth Extension: 4 inch
Lamp Quantity: Two
Lamp Type: Twin 2-pin
Compo FI.
Lamp Wattage: 13w
ADA Compliant: Yes
HPF: Yes
Energy Efficient: Yes
Price: $118.80
View Companion Fixtures
Below.
28 Companion Fixtures
Key Specs
Photo
Description
Actions
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FromOetd~~
Port of the North HQIf 01 1M 5o.IlbIOJt Ouarter of Stctlon 8. TtnIn'StIio 17 Harth. Ron91 4 East in Hotnilon County.
Indiona, dlllCl'lbld al fotowl:
Commencin9 at the souUlwat comer 01 IGicI hall seetion; 1.hence on an onumed baarinq at South 89 deqml 311
mlnuta 0411!Ca1'l1b East lItllI'lg 11lt IOUIh lirlt oIlllid haIf-qlDter Ndiorl Q cliItGncI 01 1100.00 feet to the 6egInnInli
Point; tM'lct North 00 ~...211Ihftutu 25$1CGlW11 EosIpClTOkl JIiIh the west 1incI<< said hclJ-quortrr sec:ti<<l a
dittonce of 1320.811I0Il to the ncwth liM of said 1laII-quarter section: l/IeIlcI South 89 lb;rtn 21 mirlutu 57
MCOnn East aIcnli laid nath lint 0 chlonce of 1584.59 1m to !h. narth_ comer of SClid hdf-<IUGrtOl' section:
lbenc. !GUtll CD d.-a lIS minutu ~2 NCMdS WIll alonli lb. tlllt 1In. of !aid IlOlf-lI\ICrter ucllon a dlstCll'lCe of
1120.58 Iftt; thera NlIr1h ag dtlp"ftI JG minuln 04 MC(IIlds W"t. parol'" -.ith the aloraaid IOlIIh Itn. a disIolIU at
1124.00 lilt; lhlnCl South 00 .".... lIS rnlmlln 52 .tcandI Vim parQllel rih sDO IClSl. IInI a cbtone:. 01 19J.77
leclla the bItII line<< said hcIlf-quoriIr sICtian: thetICI NarUl 89 d.-a 36 minuIa 04 HCOnCb rat. oIonq said
southlialOd!stcllC>>oI4U47flCttatheBeginning Point.
NO
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V EN
REFERENCE MAPS:
LOCATION MAP
NT8
lAND DESCRIPTION:
~
"DON'T DIG BLIND"
''iT's THE LAW"
----.....
Call T-aOO-Ja2-5$<1.4
2 WorldnO Days
Before You Dig.
SITE CONSTRUCTION PLANS FOR
NORTH HA EN DEV LOPMENT
9900 GRAY ROAD
CARMEL, INDIANA
DEVELOPED BY:
(TIlE J.C. HART COMPANYINC)
MORGAN
10401 NORTH MERIDIAN STREET, SUITE 210
INDIANAPOU$, INDIANA 48290
~HONE (317) 573-4600
FAX (317) 57J-04808
ww".jchortco.com
J01 EAST CARwn DRIVE, SUITE 300
CARMEl., INDIANA 46032
PHONE (J17) 848-40<'0
FAX (317) 848-224-2
.....cprTnOnjan.com
@
@
ZONING MAP
fi
~~MA~FIRM MAP.
SOILS MAP
~
NTO
NTO
NTO
OPERA TING AUTHORITIES:
SHEET INDEX:
C100 COVER SHEET
C101N SITE lAYOUT PLAN NORTH
C101S SITE lAYOUT PLAN SOUTH
C102N GRADING AND DRAINAGE PLAN NORTH
C102S GRADING AND DRAINAGE PLAN SOUTH
C103N SITE UTILITY PLAN NORTH
C103S SITE UTILITY PLAN SOUTH
C104 GENERAL NOTES
C105N lANDSCAPE PLAN NORTH
C105S LANDSCAPE PLAN SOUTH
C106N EROSION CONTROL PLAN NORTH
C106S EROSION CONTROL PLAN SOUTH
C107 ENTRANCE DETAilS
C108 SANITARY SEWER PROFilES
C109 SANIT ARY SEWER DETAilS
C110 SITE DETAilS
cm SITE DETAilS
C112 SITE DETAilS
C113 SITE DETAilS
C114 SITE DETAilS
1 OF 1 SURVEY
GAO
Indiona GoB Company
PO 90. 1 700
Noblnville, IN 45060
(311) 775-5591
SAm Afty &eWER
Carmel City Utilities
130 rlt'St. Avenve Southwest
Carmel, IN 440.32
(317) .71-2....
WATER
lndianapcll. Wat.,. ComOQny
1220 Waterway eoulevord
Indianopoli., IN 46206
(317) 263-6452
6LeCTRIC
CinerQY/PSl
1441 South CuUiord
Corm", IN 46OJ2
(317) .BhlO..
STReeTS
Hamilton County Highwoy Deportment
1717 Ea,t Pleasant Street
Noblesville. IN 04a080
(317) 571-2441
STORM S!WI!R8
City of Cormel 0eJ)t. 01 Engineering
One Civic Squart
Cermel, Indiol'lO 46OJ2
(.317) 571-2438
CABU! TELE\1181Otf
Time Womer
516 East. CorTMl Orivt
Cermel, IN 48032
(317) 844-6877
TE1.EP!IONS
Am.,ltech
5858 North Collegt Avtnue
Indlcnopoli.. IN 40220
(Jl1) 2'2-'21'
BENCHMARK DESCRIPTION:
Ntor thI SW eM\ft ellht Nt 1/04 HE 1/4 Sec. 4 T17N R<&c: on the East 1icIe of Riwer kit. IIeGI' t.M SE comer of 0
COI'lCI"ebi brif9t lMf Cool CrwP; 0.15 mile south oIlhe int....clion with Em 116th Slrett 10 teel Ecst at the
centtrlfrgo of RMr .-...: 18 feel. rol the S[ corner 01 tbt bridge: 32 ,..t north at Iht et:ntdll 01 a priYatt drive
Ectt: W flit NW al Pwp. '24-0-1158; 0.05 i0oi Wnt of 1M st comr of osphait pod bch~ a sIN quotd rail;
iron pin in 4" :I 4" C'tlrICrItl tnolWmCRl El 7:38.214
FLOOD DATA NOTE:
Thesub;.ct rwI Mrtt IIIIllIiUin both ZOM.~ and Zon. -A-SptciaIF'lood Hazordkwl,n irldicot.ocI Qn f1RY, flgod
lrmmIc. !tate _. CoIMuniIy Pone! 180081 008C. City of Carm", fnd"1OIlO. eftKtiYe date Way 19. 1981 and mI_
by L01ItR cIaIed Odobr 31, 1995. ThI floodWG)' near the :south prCli*1Y lint is to be l'I'oIiHG lflrcutth an acIdItiollal
l(J,lR b)o PmlI L Cripe. IlIc.
ZONING SUMMARY:
SITE. . . . . . . . .
ADJACENT PROPERTY:
NORTH ,
SOl1TH .
EAST .
WEST. . . . . . . . . .
S-l (To BE RE-ZONED TO R-S)
5-'
5-1, B-3
5-'
. . . . 5-2
--
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~lniiarlg4n40
J17.84&.7Bi:llI.
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50 E. ;1.t Slreel, Suit. .no
frtdlGftClpOlb, IN 482010
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LEGEND
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--0 LAYOUT PLAN KEY NOTES:
o SCREEN WALL - SEE LANDSCAPE PlAN
@ CURB TAPER, SEE DETAIL t./Ctt..
@ 6" STRAIGHT CURB AND GUTTER, SEE DETAIL 13/CI1..
@ CROSSWALK STRIPING.(4" YELLOW <<I 2'O.C.)
@ HEAVY DUTY ASPHALT, SEE DETAIL 07/C 11 4.
<D CONCRETE TURN-OUT, SEE D~ftJL 18/Ct 14.
@) 6" ROLL CURB, SEE DETAIL 17/CI14.
@ ." CONCRETE PAVEMENT, SEE OETAIL 12/C11..
(i) INTEGRAL CURB AND WALK, SEE DETAIL 16/C11..
o ." WIDE PAINTED STRIPES (WHITE)
@ ~DIfgf.,&'f./~2, ,ot~BD~~C';(tP'
C0 HANDICAP SYMBOL ~ArNTED ON PAVEMENT,
SEE DETAIL 02/C II'.
@ HANDICAP PARKING SIGN, SEE DETAIL 01/C114.
NOTES:
"
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.......... ./.--
. --
OISMOw:lwM'HOllflllIlW#Il.l'OOI.ft.134
111-
lliil
4) 20 40
80
100
266
2:1
532
373
B4
70
66
11
606
2.27:1
OF1'lCE PARK:
"5
REGULAR PARKING SPACES PROPOSED
HANDICAP PARKING SPACES PROPOSEO
TOTAL PARKING SPACES PROPOSED
'5'
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PARKING DATA
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APAFlTMENT HOIJES:
NO. OF DWELUNG UNITS
REQUIRED PARKING RATIO
TOTAL PARKING SPACES REQUIRED
STANDARD SPACES PROPOSED
BUIUQING GARAGE SPACES PROPOSED
CARPORT GARAGE SPACESPROPOSEO
TANDEM SPACES PROPOSED
HANDICAP SPACES PROPOSED
TQTA~ PARKING SPACES PRQPDSED
PARKING RATIO PROPOSED
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@ VAN ACCESSIBLE PARKING SIGN, SEE DETAIL Dl/Ctt..
~ HANDICAP RAMP (IN-UNE m>E), SEE DETAI~ D~/Cl1'.
@ TRASH ENCLOSURE, SEE ARCHITECTURAL PlANS.
@ PY~ON SIGN, SEE SHEET Ct to.
@) 6" STRAJGHT CURB, SEE DETAIL 15/C11..
<D R/W PAVEMENT, SEE DETAIL D8/CI1'.
@) HANDICAP RAMP (P~ TO CURB), SEE DETAIL 19/C11..
o PDND OUTLET, SEE DETAILS 15 I< 16/C113.
@ WOOD FOOT BRIDGE, 4' WIDE W/ 1,000 LB LOAD CAPACITY. CONTRACTOR
SHALl SUBMIT SHOP DRAWINGS F"OR APPROVAL FROM ENGINEER.
o JOGGINC PATH, SEE DETAIL 2D/CI14.
o MODUlAR BLOCK RETAINING WALL, SEE DETAIL 17/C113.
@ CONCRETE RETAINING WALL. SEE ENLARGEMENT OWG. C112.
@ 6" CONCRETE PAVEMENT, SEE DETAIL 10/Ctl4.
@ 8',8' IRRIGATION PUMP HOUSE -(SEE ARCH. PlANS)
@! ASPHALT PATH. SEE DETAIL 21/C1t..
@ GRASS PAVERS. SEE DETAILS 23/Ctt'..
,. AlL PA....'EMENT TO BE UGHT OUTf PER DETAIL 06jC114, UNLESS OTHERWISE NOTED.
2. AlL EDGES OF PAVEMENT TO BE CURSED UNLESS OTHERWISE NOTED.
3. LOCPoTlONS OF HANDICAP SPACES MAY BE MODIFIED AS DICTATED BY NEED.
CONTACT OWNER PRIOR TO STRIPING TO DETERMINE EXACT LOCATION, or
HANDICAP SPACES.
4. SEE ENlARGEMENT SHEET ell t FOR TYPICAL BUILDING LAYOUT INFORMATION.
5. CURS RADII AND DIMENSIONS ARE TO FACE OF CURB.
6. SIDEWALKS ARE 5' WIDE UNL_E~_OJ1:.t~~SE~t\tOIEO,
KEY PLAN
NORTHERN PORTION
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SITE LAYOUT PLAN SOUTH
o
"NOTE, OfFICE BUILQINGS SHOWN ARE CCNCEPTUAL. THE DEVELOPER RESERVES THE
RIGHT TO CONSTRUCT UP TO 134,700 SOUARE FEET OF OFFlCE SPACE IN COMPUANCE WITH
THE CITY OF CARMEL PARKING REOUIREMENTS.
SCAU!: 1- . 40'
~
20 .co
80
180
LEGEND
---0 LAYOUT PLAN KEY NOTES:
o
@
@
@
@
<D
@
@ ." CONCRETE PAVEMENT, SEE DETAJL 12/CI14.
<D INTEGRAL CURB AND WALK, SEE DETAIL '6/CI14.
@
@
<D
~::N ::~N 0
HEAV'l' DUTY ASPHAlT
SCREEN WALL - SEE LANDSCAPE PLAN
CURB TAPER, SEE DETAJL I./CII..
6" STRAlGHT CURB AND GUTTER. SEE OETAlL
CROSSWALK STRIPING,(4" YELLOW 0 2'0.C.)
1.3jC114.
@ VAN ACCESSIBLE PARKING SIGN. SEE DETAIL O,/CI14.
iE) HANOICAP RAMP (IN-UNE TYPE), SEE DETAIL DJ/CII..
@ TRASH ENCLOSURE, SEE ARCHfTECTURAL PLANS.
@ PYLON SIGN, SEE SHEET Cl1 D.
@) 6" STRAIGHT CURB, SEE OETAIL ISIC 114.
CD R/W PAVEMENT, SEE DETAIL OB/CI14.
@ HANOICAP RAMP (PARALLEL TO CURB). SEE DETAIL 19/CI14.
o PONO OUTLET. SE~ OETAlLS 15 " 16/CIlJ.
@) WOOO FOOT BRIDGE, 4' WlOE W/ 1,000 LB LOAD CAPACIlY. CONTRACTOR
SHALL SUBMIT SHOP ORAWINGS FOR APPROVAL .ROM ENGINEER.
(8) JOGGING PATH, SEE DETAIL 20/Cll..
o MODULAR BLOCK RETAINING WALL, SEE DETAIL 17/Cl1 J.
@ CONCRETE RETAINING WALL. SEE ENlARGEMENT owe. C112.
@ 5" CONCRETE PAVEMENT, SEE DETAIL I D/CII 4.
@ fflCB' rRRICAnON PUMP HOUSE
@ ASPHALT PATH, SEE DErAIL 2'/CI14.
@ CONCRETE PARKING BUMPER. SEE OETAll 24/Cll.
NOTES:
HEAVY DUTY ASPHAlT. SEE DETAil 07/Cll..
CONCRETE TURN-OUT, SEE DETAIL 'B/CII..
e" ROlL CURB, SEE DETAIL 17/Cll..
1. ALL PAVEMENT TO BE UGHT OUTY PER DETAIL Oe/CI14, UNlESS OTHERWISE NOTED.
2. ALL EDGES OF PAVEMENT TO BE CURBED UNLESS OTHERWISE NOTED.
3. lOCATIONS OF HANDICAP SPACES MAY BE MODIFIED AS DICTATED BY NEED.
CONTACT OWNER PRIOR TO STRIPING TO DETERMINE EXACT lOCATION OF
HANDICAP SPACES.
.. SEE ENlARGEMENT SHEET CIt, FOR TYPICAL BUilDING LAYOUT IN.ORMATION.
5. CURB RADII AND OIMENSlONS ARE TO FACE OF CURB.
6. SIDEWALKS ARE S' WIDE UNLESS OTHERWISE NOTED.
7. SEE SHEET C1D' FOR GENERAL NOTES.
8. THE SITE IS CURRENTLY ZONED S-I. IT IS PROPOSED THAT THE SITE BE
RE - 20NED TO R-S.
9. SEE SHEET Cl0lN .OR PARKING DATA.
." WIDE PAINTED STRIPES (WHITE)
HANDICAP RAMP (2 DIRECTIONAl TYPE),
SEE DETAILS o'le 11. AND OS/C 114
HANDICAP SYMBOL PAINTED ON PAVEMENT,
SEE DETAIL 02/C It 4.
@ HANOICAP PARKING SIGN, SEE DETAIL 0' /CII..
~
"DON'T DIG BLIND"
"IT'S THE LAW"
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FEMA CROSS SECTION 951.21 PER APPUCATION FW
100 YEAA FLOOD EtLV. - 740.57
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ADO 0.5' TO PAVE/,lOO CIlAOt:'"S FOR TOP CURS O1\'ATlOItS.
LEGEND:
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PROPOSED STORY STRUCTI..Rt. SEE!V.I.lS 10 NtO 15. SHrn Cl06
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lW :II TQIl or WAI.L
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FtMA CROSS 'SEenON 1.1,34 PER APPUCAT'lON FW-20~59 (PROPERTY UNE)
100 YEAR F1.00D ELEV._ 740.87
CAR/.lEl. CREEK flOOD WAY
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SECTION 1. 127
11I-
IIliII
o 20 40
GRADING & DRAINAGE PLAN
SOUTH 0
1lJ0
SCALE: ,. I 40'
80
NT5
LEGEND:
NOTES: 1.) SEE SfolE(T C104 FOR CENERAI. NOTES.
.2.) ALL ~ATlONS SHOWN AT EDGE OF PAVEMENT ARe: Fl/'lSHEO PAV(UENT GAADES
ACID O.!5' TO PAVEMENT GRAOES FOR TOP CURB ELEVA110N'S.
.3.) AllOW 8- BElOW FlNISH FlOOR F'OR SUBCRAOE El&AnON.
. x 7.~,O
EXISTING SPOT El.EVA.nON
m
PROPOSED SPOT ELEVATION
6RE:AI< UNE
~
El
FlOW ARROWS
PROPOSED STORM srnUCTVAE. SEE DETAILS 10 AND 1.5. SHEET Cl015
~TW
/.~BW
HP .. HICH POIN" OF INYERTED CROWN
TW .. TOP OF' WALl..
aw .. BOTTOM OF' WALl.
TO. TURN-QUT I!'NERTEO
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"IT'S THE LAW"
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MATCH EXISTIHG El.EVATIQN
SOUTHERN PORTION
'"
fiNISHED F1.0QR ELEVAno~
F'IN1SHEO GRADE
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LEGEND:
SEE SHEET Clc.. F'OR CENEP.AL NOTES.
2. SEE SHEETS CIO'. elM << C109 F'OA ADDlTlONAt SANITARY SEW(R
INrOAMAnON,
3. AlL SANITARY SEWERS SHAI.L BE PYC. SDR35
4. L[NCTHS OF' PIPS ARE F'FlOM MH CENTER TO MH CENTER
LATER.A.L Ltl'fCHTS ARE TO CLEAN-Out 0 SlOG.
5. SEE APAFmIENT ~"ECHANICA.L. p~ FOR SIZE OF WATER
LATWl.S.
I
VAlVE .AND sox. SIZE 105 1It0lCATEO; PER IWC STD. 's
I
ARt HYORANT ASSEMBl.Y. IHCt.UDES
8. SHUT OFF' v.....vt. sox 10 APPURTtNANCES; PER NIt STD. 'S
:~::.c=: :~::
SAN!TARY .wANHOLE. SEE AlL 04/C101l
SANITARY SEWER, SEt OEl. 11,12/Cl13
NEitl' STOR... PIP(. SEE DETAIL l1,12/CllJ
NEW WAf'" -, !"ER IWC r:s
POST- INDICATOR VALVE: POl IWC STD.'S
AREA UCHT, SEE ELECTRlCAll PlANS
PtER UGHT SEE ELtCTRlCAl ~s
I
UGHl' MOttNT[D ON BUlWINQ SEt ELECTRICAL PlANS
WAT[R METER PIT PER Me ~OUIROIENTS'
I
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VALVE AHD BOX. SIZE AS INDICATtO: PER IWC STO:S
FlRE HYtlRAHT ASSEMBLY. INeLUCES
6- SHUT OFF VALVE./BOX .AIoIO APPURTENANCES; PER IWC STO.'S
TtfRUST St.OCK; PER rwc sm,'s
NEW STORM mUCTURE AS NOTED
!
Ql.E:AN OUT. SEE CE)'AI. Ot/Cl09
UGHT WOUNTED ON BUIlDINC S(E ElECTRICAl PlANS
I
WATER "tTtll PIT PER /We "OV"EME~.
.~
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"IT'S THE LAW"
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I
GENERAL. NOTES
.co
o SANITARY MANHOLE, ~ DETAIL 04/C 101
SANITARY SEWER. SEE OETAlL It.I2/CI13
1. SEE SHEET C 1 Q4 F'OR GENERAL N~$.
2. SEE SHEETS CIDe 6: ClOg "OR ADDITIONAL SANITARY SEWER
INFORMATION lNCLUDINQ RIt.lS AND 1NVEitTS.
_ NEW STOAN PlPt, s~ DETAIl. 11,I2/C1l3
J.
AU. ~ITARY SEWERS SHALL BE pvc. SORJ5
AI.L STORM SEWERS SH.'U. BE HOPE UNlESS NOTED.
LENGTHS OF PIPS ARE F'F~OM IoIH CENTER TO MH CENTER
LATEAAI. lENGHTS AR! TO CLtAN-OUT 2 81.DG.
SEE APARTMENT MECHANICAl PlANS F'OR SIZE OF WATER
LATERALS.
NEW WATtR t.WN; PER fWC STD.'S
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WA TER LINE GENERAL NOTES:
,. CONTRACl'QR SHALL RECOGNIZE RESPECTIVE WORK AND
$J-W.L BE RESPONSIBLE FOR llQN, Slzt,
AND :nON OF EXISTING CTURE. PIPE,
AS RElATED
EXiSTING
NO"'" AlE
OISCRtpAl'IClES IN THESE
PRIOR TO THE: START OF
2. THE UTIunES INDICATED ON THESE PV.NS AND ON THE
SUFM:Y MAY NOT BE A COIdPLEl't I THE:
EXlSllNG UTlUTlES PRESENT ON AND
THESE u
NOT !:IE ACTUAL.. THE A
FOR ANt INCORRECT OR
INDICATED. IMPUEO OR NOT
3. THE CONTRACTOR SHALl. CONSUlT WITH THE ARCHITECTURAl.
PLt>>.I81NG AHO ELECTRICAl PL.ANS FOR: IHVERT ELEVATIONS
AND EXACT LOCATION OF' DOWNSPOUTS. WATER UNE, GAS
UNES. TRAHSFORMER PADS, OR POl!S. Ere.
4. AU. PAVOIENf PATCHING DUE TO UTlUTltS IHSTAlt.ATION:
CONSTRUCTION OF' CURBS, ETC.. OR OAMAG( TO EXISTING
PAVEUOO DURfNG CONSTRUCTION SHAlL BE PATCHED
WiTH A PAVEMENT SECTlON WHICH MEETS OR EXCEEDS
THE EXISTING SEcnoN 8'f THE CONTRACTOR DOING THE
WORK.
5. AU. [XlsnNG WA.m AND GAS VALVE BOXES. AHO METER
PITS SHAl.1. BE AOJUSTW TO NEW FINISH GRADE ELEVATION
AS NECESSARY.
5. CONSTRUCTION or AU. .'PPURTtNANCES AND STRUCruRES
SHAll.. at IN NXORoANCE WITH LOCAl. AND STATE CODE.
RULES AND REGULATIONS.
" FOR AU. WORK Yl'ITHIN THE Ut.tITS OF' THE RIGHT OF WAY,
SEE O.O.T. STANDAAQ OETNt.S.
8. IT IS Tl-IE RESPONSIBILITY OF THE CONTRACTOR TO RD.lOVE
.IlLL MUD. om CAAVEL AND OTHER MA1'[RlAl..S TRACKED
ONTO Nf( puauc OR PRlIJATt STREETS OR SIDEWAlKS.
THE CONTRACTOR MUST CLEAN THESE AREAS CAllY IF
NEa:SSARY. THE CONTRACTOR MUST USE WATER OR
OTHER ACtEPTA91.E "'tTHOI)S TO KEEP AIRBORNE DUST TO
A RECUIRED NINlMUN.
9. WHERE WATER UNES CROSS OYER ~JTARY SEWERS. A
MINIMUM Of IS" vERTIC.f,l AND 10' HORIZONTAl.. SEPARATION
MUST BE MAlNTAJNED.
10. IF AlTERNATE MATERIALS OR STRUClURES ARE' TO BE:
SUPPUED IT SHALl BE THE RESPONSlStUTY OF Tl1E
CONTRACTOR TO NOTIN THE AlE AND SUBMIT SHOP
DRAWlNClS AND COST DlFf'ERENTIAL.S PRIOR TO
CONSTRUCTION.
\ 1. Al.1. SACKFlU. MATERiAl USED BENEATH AND WITHIN S' OF'
EDGE OF PAYO.lENT SHALL BE COMPACTED GRANULAR
MATERIAL
PLANTING NOTES
EROSION CONTROL NOTES:
SANITARY GENERAL NOTES:
(SEE SHm C109)
I. ALL EROSION AND SEDIMENT CONTROL WORK SHAU.
CONf'ORN TO nit STAHOAADS. SPEOFICATIONS AND
PROCEOUR[S OF' THE CITY. COUNTY. OR OTHER COVERNING
AGENCIG. WHICHEVER HAS JURISDICTION.
2. SOIL EROSION CONTROL DEVICES .we PRAcnCES WlU, BE
ffiASUSHED IMMEO\ATEL Y stmRt AN'( Cl.EANING. GRADING,
EXCAVATING. FlWNG OR OTHERWISE DlsruRBING OF NATURAl.
TERRAIN. THE CONTRACTOR SHAlL PRESERVE M NATURAl
VEGETATION AS MUCH AS POSSIBlE,
3. AU. EROSJON AND SEDlU[NT CONTROl. DEVICES SHAU.
REMAIN IN PLACE DURING 'THE ENTIRE: CONSTRUcnoN PHASE.
ONLY THOSE CONTROLS AND OEV1CES THAT ARE TEyPOIWri
IN NATURE SHAU. 8( REUOVED OR MODIFIED TO AlLOW
PROGRESS OF COHSTRUCTIOM.. OAIl.Y INSPECTIONS MUST BE
UADE BY THE' CONTRACTOR FOR EFFECTJVENESS OF THE
S. FINAl OA m.tPORARY SEEDIHC AND OA SOOOtNC MUST BE:
DONE ~my AS DIRECTED BY THE lANDSCAPE PLAH.
EROSION CONTROl PlAN AND OR GRADING/DRAINAGE PlAN.
IS. STRAW IW.ES. SII.T FtNCINC NIl TECTlON
SHALL BE USEO "S INDICATED
ORDINANCE DICTATE ALTERNATE [It
AND DETAILS. IT SI-WJ. BE THE RES
CONTRACTOR TO USE THE REQUIRED LOCAL DEVICES.
7. AU.. MUO. DIRT OR GRAVEl. $PII.LEtl. TRACKED OR OUhlPEO
ON PUBUC OR PRIVATE STRErJS, ROADS. ORNEWA'l'S OR
SIDEWALKS. THE CONTRACTOR WST REMQVt OUlCKl.,Y AND
PROMP1l.Y.
!. IMI.IEOlAmV AFTER SEEDING. WlCH All. SEt[lED AR~
STRAW SPAW UNIFORMLY AT THf
PER ACRE OR 100 POUNDS PER
. THIS MUL,CH SHOUl.O BE ANCHOREO
ANCHORlNO TOOt. AND OR APPROVED
. A WOOD CEu.uI..OSE F'ISER MUlCH
(HYOROMUlCH) AND APPROVED TACKlFIE'R MAY BE.: USED
IN UEU OF' STRAW IAlI.CH. AU. METHODS MUST MEtT AU.
THE LOCAl.. OR CITY RtQUIRtMENTS.
i. .t.U. EXCAVATED AREAS TO BE SEEDED OR SODDED MTtR
FINAl. GRADING UNlESS O"OiERWISE NOTED. see: LAND-
SCAPE P\.AIII AND EROSION CONTROL Pl..'N FOR DIRECTION
ANO VERIFICATION.
GRADING/DRAINAGENOTES:
1. IN CASE. OF DISCREPANCIES BETWEEN THE: Pl,.AH
AND THE PlJoNT liST, THE: PlAN SH.AlL DICTATE
2. All SHRUB Pv.rmNG AREAS TO Sf: COVERED w/
J" LAYER OF SHREDDED Iio\RDWOOO BAAK NlJl.CH.
AU CROUHQ COVER BEDS S.wJ. BE COVERED W /
2- SHREDDED MARDWOOD SARI< UULCH. MULCH
SHALL BE APPROVED BY LANDSCAPE AACHITECT N'(O SHALL
BE UNlFORI.l IN TEXnJRE AND COI.OR AND SHAlL
BE OBTAINED FROM SAWUILL OR WMBE'RtNG OPERATlOI'\I.
NO UTIUTY UULCH OR PROCESSED TREE
TRlwMlNCS WILl. BE AlLOWfi).
J. AN APPROVED PRE-EMERGENT HERBICIDE SHAU.
BE APPUED IN Al.l Pl.ANnNQ BEDS AT A RATE
SPECtF'lED B'f MANUFACTURER F'OR EACH P\.ANT
VARlE1"l'.
4. FltW.. PLACDtENT OF PLANT .....TERIAl.S. ECT.
SI-W.L BE ~ BY LANOSC\PE -'RCHITECT BEFORE
PI.ANT1NG OPERATIONS ARE TO PROCEED. AlL
TREE' LOCATIONS SHAlL BE MARKED WITH A WOOD
STAKE INDICATING VARIF:T'Y' N10 SIZE or TREt.
AU. GROUND COVER AND PWmNG SED UNES
$HAi.l BE MARKED wi HtGHl,Y V1S1BLL PAINT
UNES W/ OCca.5lONAI. WOOD STAKES reR RUER-
ENeE. N.J.. STAKES Stw..l. BE REMOVED FOUOWINO
PLNmNG OPERATIONS. LANDSCAPE ARCHITECT RESERVES
THE RIGHT TO ADJUST PI.ANT 1.000nONS ON THE SITE.
~. NO SU8ST1TUT1ONS OF P\.Nn' MATERIAl..S WILl. 'BE
AlLOWED. IF PlANTS ARE NOT A'IAllABlE. THE
CONTRACTOR SHAIJ. NOTIFY lAHOSCAPE ARCHITECT
PRIOR TO 810 IN WRlTlHG. -'U. PlANTS SHALl.. BE
INSPEtlm AND TAGOlD WITH PROJECT 1.0. AT
NU~ OR CQNTAAGTORS OPERAflOt4S PF'OOR
TO MOVING TO JOB Slit. -Pt..WTS MAY aE
INSPEcmJ AND APPROVED OR REJECTED ON mE
JOB SITE BY lANDSCAPE ARCHITECT.
IS. m Pl.Hm SHALL UEET OR EXCEm JJ.I[RJC>>,l
STANONWS rclR NURSERY STOCK. 1990 EDITION,
AS SET roRTH BY AMERIC:N4 ASSOCIATION OF
NURSEJmI(N.
7. P\.AATS AND ALL OTHER .....TERIALS TO BE STORED
ON SITE WILL BE Pl.ACEO 'MolER! THEY WILL NOT
CONnlCT WI CONSTRUCTION OPERAnoNS AND I<S
DIRECTED BY LANDSCAPE ARCHITECT,
a. AU. lANOSCAPt PlANTtNCS SHH.L BE
GUARANTEED F'OA A PERIOD or ONE YEAR
FOLLOWING FiNAl INSPECTION f1f l.AHDSCAPE ARCHITECT.
AT THE END OF THIS PERIOD. Pi.ANT MATERIAl TERMED
DEAD OR UHSAllSF'ACTOR"l' BY VJCOSCAPE AACHITE:CT
SHAU. BE REPUCED AT NO ADDITIONAl.. CHARGE
BY THE l.AHOSCAPE CONTRACTOR.
9. LAWNS SHAll BE SEEDro FOLLQWlHCl SCARIFYING.
FlHAl GRADING, fERTlUllNG, AAD RMING.
LAWN SHAll 6[ F'ERTIUZEO WI 12-12-12 NW.YSIS
F'ERT. AT A RATE OF 10lbs./lOO05,f.AND UNE
APPLIED AS DICTATED BY SOIlS TEST PRIOR TO
SEEDING, LAWNS TO BE Sl.EOW wi MECHANICJt.
SPROOER "T A RATE Of' ~lbt./'OOO..f. IiPPlY
SEED 1/2 ONE DlRECT10N AND 1/2 PERPENDiCUlAR
TO THE FlRST. UGHT1.Y RAKE. ROLL wI 2orn~.
ROlLER, AND APPLY HYQROWULCH (NO STRAW MULCH)
AFTER SEEDING.
10. THE LANDSCAPE CONTR.l.CTOR SHAlL OBTAIN AND
PAY FOR ALL PtRh4ITS AND FEES THAT MAY BE
REQUIP.EO FOR MIS PORl'JON OF WORK.
11. PEATMOSS TO f3( USED ON PROolECT SHAU. BE:
OOMESTIC OR IJ.IPORTED MATE'RIAL, CHOCClI.JlTt
eROWN IN COLOR AND COMPOSED OF PARnALL.Y
DECONPOSED VEGETABlE MATERIAL PEAT MOSS
TO BE Ull.DLY ACIOIC IN CHARACTER AND SHAU.
BE APPROVED ff( I..AMDSCAPE ARCHITECT.
\. AU. EXISTING IllANHOL.ES AND CATCM WIN CRATES. WATrR
OR GAS VALUES SHAlL BE ADJUSTED TO NEW FINISH GRADE
El..EVATION.
2. PReMOE PAVE/.lENT UHDEfi'ORAlNS AS lNOlCATtD ON PLANS.
INSTALL, ,," OlAt.lETER PERFORATED PlASTIC PIPE OR ."
DIAMETER CORRUCATEO ~C ?IPE PER THE LENGTH
INDICATED ON PLANS. SLOPE P1PE AND TRENCH AT SAME
Sl..OPE AS THE SUSCRADE. UNOERORAIN PIPES SHALL BE
PROTECTm FRON D.WAGE DURING CONSTRUCTION BEFORE
l}fE P"VEMtNT IS INSTALLfO.
3. PIPE lENGTHS INDICATED ARE' F'OR HYDRAULIC PURPOSES
ONLY AIIIO 'T1-lE CX>Nl'R.ACTOR SHAlL BE RESPONSIBlE: FOR
ACTUAL l.ENGTHS REOUIRED TO COWPlETE niE: INSTAU.-
AnoN AS SH0Yn4.
GENERAL NOTES:
1. AU.. EXCAVATED AREAS TO Se: SEEDED OR SODDED AFTER
FlNAl.. GRADING UNLESS DTHE:RWlSE NOTED. SEE LAND-
SCAPE PlAN AND OR EROSION CONTROl. PIj.N FOR
DIRECTION AND VERIACAnoN.
2.
16. THE UTIUnES lNOICATED ON THESE PLANS AND ON THE
S1J1lVEY~Y NOT BE A COUPlET! INVENTORY OF All. THE
EXISTING VTIUTlES PRESENT ON AND AROUND THIS sm:.
THE :nON AND SIZE OF THESE lITlUTIES UA.YBE
APPROX! :TE. THIS INFORtu.T1ON WAS GATHERED OR
USED BY TriE A/t AND MAY
E AlE SHAU. NOT BE HElD LIASLi
OR WfSL.EAD1NQ uT1UTY lHFORNATlON
OR NOT INOICATto ON THtSE P\.ANS.
r
17. THE EXCWA'J1NG CONTRACTOR OR 1.AN0SCAPE CONTRACTOR
SHAlL ~ST,&u THE f1NISHED CRACE AT 1/2- BELOW
PAV(...ENT WHEN SHEET DRAINAGE IS PROPOSED ACROSS
THAT S~ ARE4.
18. IT IS THt RESF'ONSIBIUT'Y OF THE CONTRACTOR TO ACQU.t.lNT
HIMSELF) WITH THE SOIL CONOlTIONS.
19. REMOVAl. EXISTING
20. AU. AREAS WHERE THE EXISTING PAVEMENT OR PAVENENTS
~Jrr~I~~ =Rf~~ W~EH~~IP-
CONTRACTOR, SUBCQNYRJ.CTQR. OR SUPPlIERs. SHAlL BE
RECONSfRuCTED TO IT'S ORIGINAl. OR AS REOUIREO OR
OICTA'f F'EDERAl. STATE COUNTY. CfTY OR lOCAl..
AGENCl . THIS REPAIR SHALL
TAKE: "T THE PROJECT CONSTRUCTION
OR DU NG THE 5 PA'-1NG.
21. AlL SIPES ARE TO BE 4- PAlNTEO WHITE, UNlESS
OTHERWlS! NOTED OH THe: PlANS. DETAIlS. OR IN THE
SPECIF'T"TI~.
22. ~~\c:'~~:"~~~ s~p~O~:l~rE ~c?J~&.
JOINTSSHAlJ. NOT [XctEO 10'-0- MAXlUUU ON CENTER.
EXPANstlN JOINTS SHAU. NOT EXCEED .40' -0- WAXIUUM
ON ~R UNLESS OTHERWISE NOTEC OR INDICATED ON
PlANs. I
23. All. coNcRETE CURBS StWl. BE ToolEC FOR CONTROl.
JOINTS 'AND NOT TO EXCEED 10'-0- t.lAXIUlJM. E:XPAA-
SION JOINTS SHAl.L NOT EXCEED 40'-0. M.I.XIolUIol, CON-
TROl J()INTS IlAY BE SAW CUT WITHIN 24 HOURS .lIFTER
THE C~BS ARE POURED.
24. ~~I*S6~~~ 6~~~~~~N~STOO;~E ~TED.
r
2$. ALl OOlENSIONS ARE: PARALLEl.. ANO PER9ENOICULAA TO
~E: SASE UNES, PROPEATY UNr!S N<lD OR BUIlDING UNES
UNlES~ OTHERWISE NOTED.
21S. All. RADII INDICATED SHALL BE F'ORt.lEO AS CIRCUI.AR ARCs.
%7. PRO\I'IDE A SMOOTH TRANsmON FRO,", NEWl. Y PAVED AREAS
TO EXlSTlNG AREAS AS NECt$SAR'Y.
28. AU. AREAS WHERE TH€ PROPOSED ASPHALT PAVEMENT
YEETS THE EXISTING PAVEMENT. THE EXISTING PAVEMENT
EDGE SHAlL BE FREE OF All I.OOSE MATERIAlS THE
EDGE CE THE EXISTING ASPHAlT SHALL aE Sf.AL.EO WITH
A TACT COAT WATERIAL. 8[FORE THE NEW ASPHALT IS
JNSTA.l.LEO.
:29. ALl J.W.lCtCAP RAMPS THAoT ARt ~E~tNOlCU1.AR TO 'THE
CURB SHAU. NOT EXCEED A stoPE OF 1. IN 12- LONG-
ITUDINALLY. HANOICAP RAUPS AHD SIGNS SHAlL BE IN
ACCORtlANct WITH THE ADA REOUlREt.tENTS. SEe SITE
Pt,AN FOR 1.000TlON OF' RAMPS AND SIGNS AND THE
OETAlLS FOR SPEClnCATIONs.
30. THE STRIPPfO Of' AU. fMPROV[-
wENl'S NOTED. AU. THE ItOAOVEO
WATERW.S FROM THE SITE fir THE
GENERAl. SlJBCONTRACTOR.
I
31. REMOVAL Of' THE EXISTING IMPRMYE!iTS ARE AS NOTE!)
ON THE PlANS. TME loIATERIAI..S REtAOVED FROM THE
SITE SHAlL, BE DlSPOSEO QfT'SlTE IN " PROPER NiO LEGAl.
WANNfIt PER FEDERAl. 51"TE. COUNTY. OTY NolO OR
t.Oc.ot.lLAWS AHO ORDINANCE.
I
32. RD60VAl OF TKE EXlSTlNG l!IlPROVEhl(NTS .ARE AS NOTE:D
ON THE PLANS. THe: MATERlALSREUCVED UA.Y BE DIS-
POSEDIOF ON SITe: PER PlAN NOTES.
33. REU~ OF THE EXISTING ASPHAlT PAVEI.lEHT INDICATED
IN THE PROPOSED All
~~tt~TR~ETO ~ING
OJl' THf [XIsnNG P
34. THE' ~Ef!AI.. CONTRACTOR SHALL BE RESPONSl8LE TO
IDENTlF'Y WHETHER ,a,N EXISTING IRRlGAnON SYSTDA IS
PRESENT ON SITE AND WITHIN T\olE PROPOSED CONSTRUCTION
AAEA. Ir AN EXIsm./C IRRIGATION SYSTo.l 1$ PRESENT
ANO WIll BE AfFECTEO B't THE NEW COHSTRUCTlOI4,
IT IS THE GENERAL. CONTRACiOR'S RE5F'ONSJ5IlL/T'l' TO
EUPL,OY AN IRRIGATION SVBCONTRACTOR TO REVIEW THE
EXISTING SYSTEM. THE: IRRICATION SUBCONlR.ICfOR
SHAU. MoDIFY lHE EXISTING IRRIGATION S'l'STEM AS
NECESSfR'l' TO ASSURE T\olE SYSTEM"S INTEGRITY,
IHCl~G aUT NOT UM!TED TO AOOIHG OR UOOlF'YING
AND DElETING EXISTING IRRIGATION HEAOS. V"lVE BOXES,
WIRING: OR OTHER E:LD.CENTS TO PROvIDE ADEOUATE IRRIGATION.
I
.~
"DON'T DIG BLIND"
"IT'S THE LAW"
----...
CoIL1~!l90=J82:'.~~.~
12. LAHOSCAPE CONTRACTOR SHAU. NOnN lASNOSCAPf
ARCHITECT IN WRiTING PRIOR TO SID OATE OF ANY
PlANTS HE/SHE FEELS MAY NOT SURYlVE IN LOCATIONS
NOTED ON P\.ANS.
13. AU. DISTURBED LAWN AREAS SHAU. BE SEttlED
OR SODDED AS NOTtO. PERMANENT stEDED LAWNS
AND SODDED lAWNS SHAU.. f3( SEED t.C/X AS APPROVED
BY LANDSCAPE ARCHITECT. SEED NIX SlW..l. CONSIST OF
3.POON~W~HOR~N~~
BWEGRASS, 20 POUNDS PARI< I<!NT\JCKY
BLUEGRASS, 10 POUNDS PENNLAWN FESCUE
ANO 26 POUNDS CERTIFIED FINE S\.J.DED
PERENNlAl.. R'l'CCRASS.
14. All LAWNS SHAl.l. BE GlJARANTE[O TO HAVE A F'UU.
UNIFORW STAND OF' ACCEPTABlE CRASS "T THE END
OF THE ONE YEAR CUAAANTEE PER100 WITH NO
BARE SPOTS COMPRISING lotOREl'KAH 2X OF Af<<
LAWN AREA. N<< AREA SO NOTED wu. BE SEEDED OR
SOODED UNTIL AN ACCEPTABLE STANO OF' ORASS IS
ESTABUiHED.
15. AU. l..ANDSCAPE Pl,.ANnHGS TO BE ltHNTAINED BY
CONTR.tCTOR 'OR eo CAYS 'ou.OWING FINAL. INSPECTION BY
lANDSCAPE ARCHITtCT. AU. SEEDEO LAWNS SHAU. BE MAJN-
TAINED FOR 60 DAYS AND SOOOED LAWNS JO OAYS
FOL.LOWfNG F'lNAt. INSPECTION BY LANDSCAPE ARCHITECT
AFTER WFl'lrrtN REQUEST FROM THE 1..lNOSCAP!
CONTRACTOR. MAlNT(NANCE TO INClUDE WATrRrNG
WEEDING. CVI.TlVAnNG. MULCHING. MOWING, AND
AlL OTHER NECESSAR'f OPERATIONS REQUIRED FOR
PROPER ESTAeUSHYE,," OF' LAWNS AND ~TINGS.
I e. CONTRACTOR 10 SUSMIT UNIT PRICES ON eoJtRY
TYPE OF WORK AS RECUIRED BY l.ANOSCAPE ARCHITECT,
17. AU. lAWN AREAS WITHIN LAWN UW LJN(S TO
RE.CEIVE . ~ -6- APPROVED TOPSOIL PRIOR TO
SEtD\NG QPtRAnoN$.
18. BACl<FILL FOR TREE: PlANTING SHAU. BE 75%
APPROVED TOPSOIL AND 2S% APPROVED PEAT MOSS.
TOP LAYE~ OF BACKFIll. SHALl. BE l00x cosnNC
TOPSOIL. " 5-10-5 ANAlYSIS Sl.OW RELEASE
F'ERnUZ[R SHAI.L BE INCORPORATED INTO 9AC~-
F1LL AT APPROVED RATES.
19. AlL EXISTING TREES TO BE RELOCATED SHAll BE
OIRECT TRANSPLANltD BY A MECHNfIC.',l TREE
SPADE IN A PROPER SIZE AS DETERMINED BY
AMERICAN ASSOC. OF' NURSEIMIEN SfANQ.ARDS
FOR PiANT MArrRw.. ALL. TRANSPLNmNG OF
TREES SHAlL. BE DONE DURING TIiE PROtR SEASON
FOR EACH SPECIES. TREES $1Wl. BE REl.OCATm
DIRECTLY TO NEW LOCATIONS OR TO HOLDINCl AREA
fOR LATER TRANSPlANT FOLLOWING CONSTRUCTION.
FINAl. lOCATION AND SIZE ARE NOTED ON PLANS.
OF THE TOPPING COURSE.
" NECESSARY.
3. tHE CONTltt.CTOR SHALL vERIFY AU. Qlt.ltNSJOHS ANO
ElEVATIONS IN THE FIELD PRIOR TO THE START OF CON-
STRUCTION. THE CONTRACTOR SHAll. BE RESPONSIBLE
FOR ALL f'lELO DIMENSIONS AND ElE\I-"T\ONS OURJNG THE
ENTIRE CONSTRucnON SCHEDUlL. IF N<4Y DISCREPANCIES
ARE roUND IN THESE ENGINEERING P Oft LANOSCAP!:
PLANS TRACTOR
SHALL OlSCREP-
AkClES FIElD
cONOm THE AlE
", All. CONTRACTORS BUT NOT Ul.llTEO TO THE EXCAVATING
CONl'RACTOR OR CONTRACTORS WUST TAKE PARTICUlAR
CARE WHEN EXCAVATlNC IN AND AROUND (x1STlNG vnUT\'
UNES AND EOUIPJ.lEN1'. ACTUAL
THE EXlSnNQ untJTiES AAE. THE
IBILTY AND MUST BE LOCATED
OF THE UTlUTY COI.lPAHY OR BY
UTIlITY lOCATION COMPANY PRIOR TO THE START OF'
ExCAv....nNG. VERIFY t.l1Nn.lUM COVER R[OOIRtutHTS
BY THE UTlUTY CONTRACTOR OR CONTRACTORS OR
AGENCIes WHICHEVER unuTY CQUPANIES OR AGENCIES THAT
I-lAS JURISDIC'J10N so NOT TO CAUSE DAMAGE.
5. IT IS THE CONTR.tC'J'CRS RESPONSlB\UTY 10 NOTIFY All
THE V11UTY COMPANIES AND DEPARTMENTS n HOURS
SEF'ORE CONSTRUCTION IS TO S1"ART TO VERIFY ANY
UTlUTlES THAT t.!AY Bt PRESENT ON $Fl'E. AU. VERlFl-
CATlONS. lOCAilONS, SIZE At<<) OEPTHS $HAU. at t.lAOE
BY THE APPROPRIATE UTiliTY COMPANIES OR DEPAR'l'MENT$.
WHEN EXCAVATING AAOUNO OR <NER EXISTlNC vnunrs.
TME CONTRACTOR MUST NOTIFY THE" UTIUTY COlllPAHl' so
A R'EPRESEtrrATM ~ THE UTIUTY CAN BE PRESENT DURING
THE EXCAVAT10N TO INSTRUCT AND OBSERVE DURING TlfE
EXCAVATION.
6. COM-
WATERIAl.
<TAIlS
,A,PPRO"JED W,ronALS.
7. ALL PROPOSED SPOT ELEVAnOHS loRE 'THE F'lHAl. TOP OF'
p"VEMtNT. TOP or CURB OR FINAL. GRADE aEVATION.
8. TO OETERI.clNE 'tHE SUBGRADE ELEVATION REOUlRto BELOW
A PROPOSE;O FINAl. ELEVAnON. SEE -'l'PROPfllAT! DETAIL
9. MEAvY COHSmUCTlON AND EOUJP"'ENT 'TRAFFIC MAY CREATE
PUWPINQ N1D GENERAL. OtltRKlAATION OF TI-IE S!W.l.OWER
SOR.S IF EXC!SS SURF'ACE WATER IS PRESENT, ~OPER
PRECAU1lOtwn" STEPS MUST BE TAKEN CURING THE
ENnRE CONSTRUCT10N SCHEOULE TO AU..tV\ATE SUCH
"""""'"
10. AI.L. CON5TRUCTION METHOOS AND w.TtRtN..S MUST
CONFORM TO CURREHT STANDARDS AND SPtCJ11CATlONS
OF THE FEDERAL. STATE. COUNTY. em' OR LOCAl.
REOUIRDlEHTS. WHICMEVER HAS JURISDICTION.
11. EX1S"nNC P
12. IT IS THE RESPONSIEIlUJY OF THE CONTRACTOR OR CON-
TRACTORS TQ OBTAIN ALL ffiJEfW.. STATE. COUNTY, CITY
OR: LOCH. PERWITS FOR ANY, AND ALL WORK Ii:rovIRED
UNlESS 'OTHERWISE NOTm. -THE COHTRACTOR OR eON";';
TRACTORS ARt RESPDNS18L! TO P"Y FOR AU. REQUIRED
PEJW1TS 8Y AMY OR AU. AO(NCIES MENTIONED ABOVE UN-
LESS OTHERWISE' NOTED IN. 'THE CONTRACT OR SPECIFI-
CATIONS.
1 J. IT SHALL at THE" RESPONSlBlUTY or THE CONTRACTOR
TO BOO
hlQOlrY .-u.
IT F'URTHER
nw;rOR TO
AND OR t.lOOlFY SUCH
IT FURTHER SHA1.L. BE
TO VERIFY llf AH'f
AND JoIOW IT MAY Em
OWNER AS TO THEIR FUlURE RESPONSlSluntS.
14. THE: CONTRACTOR SHALl.. BE: RESPONSII9\.E TO PROVIDE
AT HIS EXPENSE AU. AuTOMOBIlE AND PEDESTRIAN
TlW'FtC CONTROl.. OE\1CES REQUIRED BY FEDERAL STATE.
COUNlY, CITY OR LOCAL AGtNCIts.
1~. IT is THE RtSPONSlBIUTY OF THE CONTRACTOR TO iNSPECT
EACH QAY ANO REttlOYE
MATERIAlS TRACKED. OUY
FROu THE SITE ONTO
OR PRIVATE STREETS OR OR
SIOEWAl..KS. THE CONTRACTOA MUST CUJ\N OR PIC": UP
[Wl.Y IF NECESSARY. THE CONTRACTOR SI-W.I. REDUCE 'mE
AIRBORNE DUST OURING THE ENTIRE CONSTRUCTfOH
SCHEDUlE. WATER LlAY BE USED AS A RE:DUCER.
~
eso
--
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117.a.&18OO
F'.u;J17."4.ot:17
.
~
317-~~97S5
50 E. 91.t StrMl. Sultf! 210
Indlanapoll.. IN 4-15240
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IndlonaQOlIt. IN 48240
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WESTERN PROPERTY INSET
.
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1
LANDSCAPE PLAN NORTH
111_
1111
so toO
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20 40
o.
111.
NOTE: seeD AU AREAS EXCEPT WHERE NOTED.
2..
...
TEMPORARY SEEOlHG OATES:
.......---
~TuwrTOlWSf nc ""10 no<< L!\'a.rctcal ~ SI'!OES SEItO SttOEO. .....Y25P01JNDS
(l'12-12-12.IJW.YSlS'~{OltrQl.MllDlf),,[Illoooso."'.(~l"AOlCItUJC.T100ll1'OUClS
::..s~:~~~':~~"=~N~~IlOtl
WCRlIt TtC 'CRTIUZlRAIrID l.Nl INTO THlSOL 'lOOOOlM OF 2-) lNCMIWlfHAHNlSlCW.lllIIl 0ll1WlE
17[M'lQ) ACllCS5 TIll !lLlPt '" loWOI AS I'OSSlU
~:~N ~~~N .
PLANT SCHEDULE
KEY BOTANICAL NAME CO/.lWON NAME aUANTlT'i' S<ZE NOTES
Illt!S
AMr-Q -... 'C*',SIllct' C,ole'.S.I.c;S....iG. " lJ148 ...
SET_N -~ Rl.-Ilirell '" '0' ...
.,.-v .on:r..'Wlnclrl( ......,. ..... ,. ,- .. .
-. ,- '1InIIII'1~' J.Ilnr>a.',s...u..'olsh !2' 21/2" , . 0
<<L-T (;lHl\'IIOIrioenl...._.J'*"'" S~ HoMy I.coc:,," .. 21/2- .. .
"""... ~ . 'SMt0ll<l1l't' S_ '_laiM " 21/2" , ..
PI1l-< Pytu'co~'Rld1pn' ft..:l"""itltOf ,. ,- .. .
....-. SalIJral>lorldCl WlI<<Nl,ln .'eol"Q WIllow 10 2,/r . . ,
........
-u ....... ml .......1. C"," WWrter 0.... eo.- ,.. '0' e ".8
cor-a -- . III Sn"'tr ';oto-.t.. '" ,,- Com...,
,"0-, EuOltyll'lW IlkIt.,. 'Compac:lul' """ " ,,- .. ,
-0 ... ......... ~ ~ IntMmo " ". .3O.o.e.
-N .....,,___'ClllIoa ChitKI Say Holly " ". .10' o.c.
'-0 .....""""'", opuiuI 'c-"~m' Comood EuropllOll Cl'lIIIbetry '" lO' .30" O.G.
""'.........
-s W;U.,,1J'I1Ia ___ "'d4qi=1:.lo2lOftlCtaa JIJ , . Z' o.t.
""'-. P_itflllm~ r_ttli$ Gran '" , O. 2' O.t.
EVDlGRtE/'lS
, _. .,.,...... Skyl'OCUlJun;~ " '" . . ,
""-0 PlcIlO "'" IlonroyS~1J " ,. S..plorl/lllte
p~-<> P1ceo_tIkG S.rbIaIlSlH'UllII " ,. M~ ...
_M PiIlU.,....,' I.Iu9OPlnt , ~O' ,. ,
"'_M T(lltlla ",,*10 'o...if(ll'll'Q' "..,.," , '" lO' O. ,
"-N TQlrIlt.~'HCl<sj'- IflCk',T... " ". J' C.C.
-0 n.Ilja lIec1<1en1aa 'N! rIJ 0arI~"""-~ " ,. , ..
u- n", C1c:ci6eIltOb'Pytarn;aa!iI' PyfDIIlidolAr'tlono;la, " '" , ..
u-c rlNqQ~ C~Html6dI 73 ,. ......"
""","0''''''''
",C, r~ICln.....'CQ/or~' p"rp>>t..Q. Wlnl....,'.._ elSl0 ,- ,," a.e.
_N _mO- w,... ,,, I/~'- ," o.t.
"""'"
snn::rASUDtaTUllte..smCtl'~ustOTntt.ItRCS(l'lOI.C"'l).'IPI\.I~
lEST SOON) lWU. sa: notR: s-.s, THl!I !HUT.
DRIP UNE
I
DRtP UNE
I
~~~~C~C~E~~N~~G I
~~~AC~~PNrTOTE~AX4' HIGH, 1
~~~. ~o~ ~~~~~~':CE~ I
I
I
I
I
I
,\
EXIsnNG TREE TO BE
PR01l:CTED ",OU OANAGE
OURING CONSTRUCTION.
I
......"""""
FIGURE: 5-2 PERMANENT SEED MIXTURE
SII'ICl!S 'OON; !!An; SUltAel.I "" SlTf: Nuam .
LSS/JlCMSles/1000SQ."'. ~lIIIU.OIItN...tIlm
-- --
l.ntLMDllI..ONC.OPOt.....
1. nu. mc:uI:
i. TALL mcut
... """"-
"
"
u-u
6' TAU. FENCE POST 0
10' -0" C.C. TYP.
J. ICPf\ICIlTkUElOlMSS l'
~tl"ftQIlEDruscu[IS
$.5-M
I6I~AT"==n:..~~a:
1IIIlIIII.........
IAltSI*PSEIDMI'QQUtlAYKcrrtfC)fg5Q.W1
rfllJlDllS"""llm
"N:llEASISECllQ~"'$OS.
mD'8lIHl!II_curs
EXISTING GRADES WITHIN
DRIP UNE TO REMAIN
UNCHANCE.O.
.. tAU. recut 15
"""""'....,..,."
1 TAL ruc:vc J, .4
EI4RALQ~'O 25
FlGURE 5-3
IJollIIIClI NfO IClt WOODWC:t AIlI:.-s
TEMPORARY SEEOING:
klI<<l r.I sno 1~. ACii[ .,;;;;::;- -
;;c;;r~~ U~ ~ ClMl'saD1"JOI.1J2'OaJ'
iPiiMoias- 2.J~"'"'i"'iZ"" tlIMItRmTtll'OW'
~1tt'iCiiAiS, ~ -.;:ow.. """"COViisrmlir'i7."~
. NQ1'HttESSM'l'WCll(lI.l.CtIlI-""'Um
.. KvmJCk'fklllCl'tA$'S 4lI
CfttDIlHGIIlD1'\ISC\.C4lI
,. ~ tnmItAU 170
...=--
.. T-'Ll.1'ESCUI
".PIiIUDUIEO Z-lIU"",lRATt. "INCICUl.AItIlllHSPttIP'C..ocl.UNl'S.
TREE PROTECTION DETAIL
@
JO~
SEEDING. SCHEDULE
~
'OON'T DIG BUNO'
,rs THE u.Vf'
SEEDING INSTRUCTIONS
NTS
NTS
NTS
"
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PLANT SCHEDULE PLANT SCHEDULE
KEY BOTANICAL NA.\.lE COIolWON NAME OLJ.ONTIT'i '"E NOTES KEY BOTANICt.l, NAME COWMaN NAME QUANTITY SIZE "'OlES r<"y
..as ,.........
.00: ~'......'C4t'IiWld' Co/e'.s..ctSlr\lic ,. lJ/t,R . ... IotIS-S 1.UIcatl1tlw.........'Ad y' io Maide1l er.:... '" so- r c,c. ,
SET'" - -..... to ,. .- PVI'" hnninlum GloOeauI'OiGn rOlMlm Orvn '01 S,., 2' C.c.
....-v CraIOlQwvItklk'Wl!lwr MotM .... " ," ,.. """""'"
....... r_, 'WonIiII',SadIat' t.bI1IlIcIIl', 5..... Jcl't '" 2. I/r .. . JUN-Y J",,~wir "n\l'Sk .... !wt,Junl!Mr " " ...
"Gl[..r cr.4ltJlGt/iealIlhot;_,"""" .- ,_, .. 2. 1/2~ .. . PIC-A P1cIlOO~' , '" ,. Swplollll<lt,
ORU-S PN_Il'Snof.:rom' $notf,ountalnI C " , 'ff .. , PK:-' ........... SertIlan $pNClI " " ... ...
"'l-C .~ .--~' ~.hor ,. ,. ... -. ..... ""'" , JO" ,. ,
....-. ...,- WI_ - ,. 21/2- ... ,"'- T_:wmedilJ'DeNilOI'I'Il's' '-,- '41 JO' .. ,
"'RuBS ,,,,. TGXUl1!Ndio'Joickeli' Hick', 'f.. " JO" yo.c.
BIIX... au.u. mk:~ ..... C_ WImer Gem Bo1rwoolI '" ". , .. TH1J Thull! ocdd.II\aa.' o.ner..~........... J1 s' .. ,
-. --.... &.cIuty COtGfttnt.. 287 ,.. Conloln'" THU "" OCelCl8tOll1 ~. romialll~. .. ,. .. ,
OJ.... .... olotll.'e..n~' ..."" ..... " ". . .. TSU-< T.. -- COIlcd\Gfl HemlOCk 7J ,. plannotl
...... ... . ........., -"""""-.. " lB' JO"O,c. ORClUl1llC:<MR
...... ... II ___ 'eHna ...... - 72 lB' 30" o.e. ElJO-' ~rOl'tIlll-"CoIorotuI. '" "L"'W\IItllRl'lll~r .... ~" o.c.
_0 \Ill:lurIlu",~'Coclmpactum' ---- '" JO' ~o.c. . -- ""U' '" II." PIt aM O.C,
NOTE: ALL AREAS TO BE SEEDED UNLESS OTHERWISE NOTED.
--
>>"'I.'tUU!101WSI:M:llH1Ol'IC.lt'4LNUOrOrtlASPII:1OIOGSUlXO. /tWt:t25MLMlS
(ff 12-12~11 oUW.l'$l$ tom.IlIR (OR ~ PrR 10llll so. FT. (N"PlllllClIMfD.r lOCO FCIIJNIS
IlOlACllr)OlttemJ%t..ecclllClNQ10TtSf. API"IJCA'llllMOII~l'OUlOIrw.......oNll.NWlIlAn:ON
NlVlJLCWIIOIllWllC lMTTDtNt)FUmJ'I'l'WlUGMAn.,.D&WtCt'~CROWltL
walllC.'l'H! 1'Dl11JZIIt.wl~tMllNlOnc SOl. tOOG'1MOI Z-J!MI:MUVIllIIAiWlaalI.lJ1l!: 0II'flM(
OI"!IW[O.IrIC:ftOSIlH!SLOP(""WCHAS~
......
SELltTAImIIIIlCNM: &loSUONfIflO.C1tDUSC C1'TtCJCRrS (JIICUII~2),'Ml.L~
ear ~ c.an. sa n:lllU 5-J, 1MIS SMUf.
FIGURE 5-2 PER_ENT SEED MIXTURE
sPO:ICS ~ IW't SUltAII.t pH SIT! SUTAaITr .
_lJI$./NMJlJlI/l~n._ _0IflJIJGHf'f'IIILI..~'IlI:l'_
l.E'ItLMlJlLOPlNG.llPDtMt.)l
I. TIU nscuc. ~ ~
a. T,iiJ. rtSC\Il: U 6.5-"~
RmCl.Mll"
3.KENNCII1'~15
CRUrIG IlUl f\ISCUI "
--- --
$TIEP 9ANICI ANt) evm
... vu. FtSCUl l'
--..
!.. 1JU rntUI U ..
OIIRAl.O~IQ %S
WMS JlNlJ MlOIt WMflDWra: MIllS
.. l<tMJIJCKy kUtclld 40 .s
CUD'NC llID t'I.ISCUt 40 ..
T. P!RDNAl.1l'l'IOIlA!S 170 U
IfEOCUlYClI"
. ~
n,
.'-~2-lflU.'lOLDAT!-1IIDC\/UJI'IIml6F'ltFlG1lCOCUlNffS.
SEEDING INSTRUCTIONS
NTS
TEMPORARY SEEDING DATES:
~ ~T"f:ll=n:s~~c::
B8!lIIIuu.......
IRtSlMWl ~OA1II*'fSEDClOCl(DS~
F MUl.CH IS oOPPI4l).
. INClDS! SIEONS AWUCA'lICln .... ..
FIGURE 5-3
TEUPORARY SEEDING:
lONOf#um 1~."""Aiil /lDIMIlt
;cAf0ll~:U~ ""'i"ir" ~1':"fO"1:i/2.'OiiP
5PiiiGQQ3-1.J~ """i"'il 'CiMiSElO!OFOEtP-
AMiiii.1l'rii$ii"" 1 ~ """4i"i:ii. COiii sa:a'""'1Oi7... arr-
. 1Wf~MCla:i&UH.AfI"Um,
SEEDING SCHEDULE
NTS
(10) COT-O
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.
SCALE: ... ..1 40'
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"DON'T DIG BLIND"
"IT'S THE LAW"
\
TYPICAL RESIDENTIAL (ANDSCAPE
BUILDINGS 5,8
(7) BUX-M
(1) aUX-M
~-=-';_~- KEY PLAN
2 Worldtl9 DaY'
a.fere 'fCl.l o;q. SOUTHERN PORTION
TYPICAL RESIDENTIAL LANDSCAPE
BUILDING 12
.
(<20) Eoo-F
EVO-A
(7) PEN-A
TYPICAL RESIDENTIAL ~ANDSCAPE
BUILDINGS 9,14
(7) PEN-A
(120) EUO-F
(1) PEN-A
(7) PEN-A
TYPICAL RESIDENTIAL LANDSCAPE
BUILDING 7
TYPICAL RESIDENTIAL LANDSCAPE
BUILDINGS 1,6,13
TYPICAL RESIDENTIAL LANDSCAPE
BUILDINGS 2,3,4,10,11
.
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IndioncrpoUs. IN 411240
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PROJECT NOTES:
(REFtR TO ICDI RULE S CHECKUST)
l~ SEE mu SHEtT
18. CONSTRUCTION OF THREE STORY APARTMENT eUILDINGS
0,., THE NORTH AND THREE STaR'!' COMMERCIAl.
SUlI.DlNGS ANa PARKING ON THE SOUTH.
1C. SHOWN ON PV.NS
10. SHOWN ON Pl,Al.jS
lE. \AND uSE OF ADJACENT AREJ.S
NORTH: AGGReGATE MINING
SOUTH: COMt.lERClAl.
EAST: VN:N4T
WEST: EXISTING I.AI<E!CAA:WEI.. CRtEK
21'. EXISTING SURf'ACE WEEDS. EXCEPT WOODS TO THt
SOUTH- SEE SURVEY.
2B. THERE .ARE NO wtTVoN05 OR WATER COURSES ON THE
SITE. CARMEl CREEK IS .tDJACENT TO THE WEST. THE
wtsr !/J OF' THE SITE: IS ,v., EXISTING MAN-w.oe: lAKE.
2C. THE FlOOOWAY UMIT IS SHOWN ON TJ.lE PlANs. THE
REMAlNO(R OF THE SITE WAS REMOVED fROM THE
Fl.OOOPlAIN BASEO ON ,. lOUR APPROVED S'l' F'tUA.
ON 10/31/".
.20. SEE TITLE SHEEl' F'OR SOILS MAP.
2E. SHOWN ON PLM5.
2F. SHOWN ON PlAHS.
20. RECEIV'tNG WATERS ARE CARUEI. CREEK VIA WE
0UTt.ET PIPE.
tH. NONe:
21.-41. SH~ ON PlANS
38. NO SOll.. SlOt\(FlI\..E I BORROW AREAS PROPOSED
4.1. NOT APPl1CABl.E
4K. SHOWN ON PWfS
EROSION CONTROL PLAN NORTH
o
I
EROSION CONTROL LEGEND
SCALI!: 1" . .0"
--
III
20 ..
.
EROSION CONTROL ~UNO STRuCTURE.
SEE DETAIL: OJ &(07/C113
I
l'EMPO!U.RY GRAvtL ENTRAHCt.
SEE DETAIL: lS/C1,lJ.
80
180
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'liU,!,Hjillili!'
1=r-;' :;'intu:
KEY PLAN
~
SEDINENT (SilT) Fafce:. SEE DETAIL: oe/Cll3.
i
EROSION CONTROL ~Kt1'
(NORTH AMtRJCAN GREEN S7S. OR (OUAl)
\
NORTHERN PORTION
-
ROCK OUTFALL - s~ DETAILS 1S.HI/C113
INSTAllATION S~OUENCE
1. INSTAU. SOIL EROsIOH FENCES. AND STONE ENTRANCE.
4. CONSTRUCT OJtIJNACt SWALE 4c INSTAll ROCK CHECK
DAM AlONG' SOllTH FROPERTY UNE.
J. CONSTRUCT MOOlJl.AR al.OCK WALLS
4. SITE' CR.t,OIHG ANO TOIPORAAY SEEDING.
5. INSTALL UNOEnCROUND lITlUTlES AND INLET PROTEcnON DEVICES
6. F1NAl. GRADING. TOPSOIL. AND PERI.lAHENT SEEDING
7. REMOVE TDIPORARY son. EROSION MEASURES
EROSION CONTROL SEQUENCING & MAINTENANCE SCHEDULE
OC/STINC SPOT ELEVATION
I
- - a35 - - OOSTlNG CONTOUR LINE
--m-- PROPOSED CONTOUR)UNE
PROPOSED STORM SEWER
PROPOSED STOR. wAf.. FlOW OIREC'TlON ~
~
"DON'T DIG BLIND"
"IT'S THE LAW"
TEMPORARY SEttliNG
~~[K, \JO~t5~~ OA~~ ,f.,~~~\I~' BUSHELS/ACRE
JUt..y 20 TO OCTOBER I~ WHEAT 0 2 BUSHElS/ACRE
PROVIDE IRRJCATlON FOR 1':EMPORARY SEEDING FROM JimE 1
llIRU AUGUSf 31.
TnlPOIWl'f StEDINC REQUIRED If' SOIL. WILL BE EXPOSED FOR
.10 DAYS OR WORE.
---....
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EROSiON co~ AROUND STRUCTURE.
SEE OET~LS:j 03 & 07/CII.:!.
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TEMPORARY' CRAVEL ENnw./CE.
SEE: De:rAl~_l18/C113.
EROSION CONTROL LEGEND
8.
'80
.
:I;I'~~Jl""'~D<<Hf
N.lJ9-~~'()","W
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"'-fA!llll f'tPI: FiMC( ~ I'QoJll t\)l'01'lOII
~ N.,," ..... SrTE SEWm CONSlRUCTlON TO THE SOUTH,
ALL DISTURBED AREAS TO BE StEOEtl ArTER
INSTAll.ATION AND EW:~F1Ll OF SEWER.
--e-
SEDIMENT (siT) F'ENCt. SEE DETAIL: 08/C11.3
KEY PLAN
I
(ROSlON CO~Ol.. B1.ANKET
(NORTH AME'rCAN GREEN 575. OR EQUAl)
I
ROCK OUTF') - SEE DETAILS 15,16/Cl1J
,
EXIsnNG spor EL.EVATlON
I
SOUTHERN PORTION
-.,,-
-1m--
EXISTlN.G CONTOUR UNE:
PROPOSED C6NTOUR UNE
i
PROPOSED ~M SEWER
I
PROPOsro STORM WA.TER FlOW DIREcnON
ROCK CHECK~OAM SEE OETAlL 01/C11J
1
E~O~Ss~~~o. :o~r~~or~,L
2. SEE SHEET C'.6N roo rHEOU"S.
....
NOTES:
~
"DON'T DIG BLIND"
"IT'S THE LAW"
~
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'0 E. ;1tt Street, Suitll 210
tnd/cl'lapgUs, IN "6240
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SCA~ 1" I 30'
NOTE: DIMENSIONING AND HADU ARE FACE OF CURB.
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CONC. DITCHi DETAIL
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.......
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EMERGENCY ~CESS PAVERS.
SEE DETAIl 23/ClI4.
PROPOSED PAVEMENT GRAOE
(ACD O.S' F'OR TOP or ClJRB)
R1CHT-OF-Wo\Y PAVEMENT
sa: DETAIl oe/Cl14.
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PAVED
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) "IT'S THE LAW"
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Call 1-800-382-5544
2 WlJridn9 Days
Belorl' 'tau Dig.
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IndlonClpIlllt. IN 4&240
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LIMITS OF SPECIAL BACKFILL ~
NTS Cl09
SANIT ARY NOTES:
2. ~~sU~~No~~~~r steiN UNTIL AU. APPUCABLE
3. ODS AND MATERIAlS MUST
STAAlDAROS NolO SPECIfICATIONS
. COUNTY. CITY OR LOCAl..
HAS J1.JRlSOlCTlON.
... THE CO~.a,croR sH.'Ll. BE R'ESPONSlBLE TO PROVIDE
AT HIS EXI'EHSE 1.u. AUTOW06lLJ; AND PEO!STR\A.N
TRAfFIC CONTROL OEVICES REQUIRED BY FtDERAL. ~ATE.
couNlY, CITY OR LOCAL AGENCIES.
5.
7. IT IS THE RE:SPONSlSUT'r' OF THE CONTRACTOR TO ACQUNNT
TloIEMSElVES WITH THE'SOIl CONDITIONS.
a.
RUN
SE
~
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14. "'I, P'r.f.!. WI~ ~H_~S!"""NG$ .....,rn
m~"or~€inrh.h:~;~5vh+~~E
1 '- AlL SEWER PIPE SHALL B( PYC PIPE MINWN SDR 3S.
18.
17. F'OR PIPe; , s-tNCHES DlAWETER AND lARGER: PIP[. Fl1'11Nl;S,
.'NO ~ SYSTDdS SHAI.L CONFORM TO ASTM 1-619
WITH A T-t WALl.. THICJ<NESS.
1!. ~~~ ~Ss:rtC~f~~~~.},.GASKET)
REQU!fttMEN'TS JOINT MATERIAlS AND TESTING SH.tU.
CONFOIW TO ASn.I 0-3212 REOUIMEMENTS.
1 It AU. SERVICE CONNECTIONS SHALL Ii MACt USINO A. YfY['
AND A BC:ND. TEES SHAU. BE U5e:O ONl,.Y AS DIRECTED BY'
THE ClTY. TEES AND W'l'ES 5HALl. BE OlE CAST OR FACTORY
FABRICAT[Q. AU. ~ERVIC! PIP[ SHALL Sf: $OR 3'.
20. CONNECTIONS TO EXISTING PIPING SI-W.l. BE IU.DE USING
FLEXIBLE REPAIR COUPUNG BY I"ERNCO OR EQUAL.
21. TRENCHES FOR ALL Ul'4JT1ES SHAU. 6[ BACKFILLED CQM-
PlEm.V 'MTH .APPROVED ENCINURm CRANlJI..AR w.TtR/AL
~g~~cmJH~~OAsgE~=~~JJL.S
22.
,
~ WATER MNN AND SEWER PIPING SHAll Bt TESTED IN ACCORO>>lCE WITH
INO\ANA CODE AND IDEM ~CUVJlOHS
AIR ~~==~ P~" AN AIR PRESSURE TEST ON AU. CR/MTY
SEWER PIPE IN ,f,CCOROANc:E WITH -'.$TM F'-1.17 SPEClF'lCA1'IONS,
2) THE COHTRACTOR SHAU. FUNISH AU. EQUIPMENT, UATEfllALS WOR. AND
CONDUCT THE TES1 UHOEFI OBSERVATION OF Cl1Y PERSONNeL..
3)~:
A) lOW PRESSUR!: AIR liST WElHOO SHALL at THE TIM! PRES$l.IAE
CROP "'[THOD. THE PRfSSUR! USED IN THE TEST SHALL Be THE
STATED PRESSURE GREATER THAN THE: AVERAGE BACl( PRtsSURE QF'
ANY GltOUND WATER A8Q'y[ THE PIPE. THE 11"'E REQUIRED rOR
THE ~ESSURE IN THE TEST SEcnoN TO DROP 1.0 ~19 SI-W.l.
Bi MEASURED! USING A STOP WATCH. IF THE TIME EXcttDS 1M(
nME OETERMtlEO F'ROM ASTU '-1.'7. THE SECTION FM.S.
B) MANHOLES - AIR TE5T IN ACCORDANCE wrtH ASnI C'2~93
STANONl:O TESr UE'Tl100 FOR CONCRETE SEWER IiWfoKILES BY
NEO,Ir,TlY'E AIR PRESSlJRE ttsT (VACUUM).
rORCE ......N NW WATER ~ PRESS1/RE AND L[AI(AGE TESTS
I) ~~,~t:::sr~CE:~~:i ~~ w.~ ALL
I.WNS UNDER THE I SUPERVISION OF CITY P[RSONHEl...
2) TESTS PRESSURE ~ at lOOPS OR 1 SOl. or NORMAl. PIPE OJilERAllNG
PRESSURE. WHICH (MR IS GRtATER.
3) ~TlNG ~::~u~ ~I.~:r ~EL:AA; ~E~E
TEST StWJ. HOT iE \.ESS THAN TWO HOURS. AlLOWABLE lEAKAG€
SHALL NOT EXCEtb 9 gol/ln OF PIPE OIAUETER PER "'ILE Of" PIP! IN 24nr.
OEFLEcnoH TEST OF PVC' StwER PIPE
1) VERTICAl.. RING OEnECT1ON- BEFORE FlNAL ACWlANCt or stWtR UNES,
AU. SECTIONS OF SEWER PIPE e-rNCHE5 AND l.J,RC[R SPECIFIED ClAWrrER
SlWJ. at MEASUItD FOR l,OTlCAI. RLNG DEFLECTION BY 'DiE' CONTRACTOR
AND WITNESSED tit THE erN. YAXlIrolUM OEF'tECTlON UNDER FUU. LOAD
StW..L NOT EXCEEO' ex or me: AST10l DESIGNATED AVtAAGE IHS\tlE DIAMETER
AS DETERMINED &t niE IAlOFU.TORY FOR THE SPECIfEO PlP1NG.
2) FNLUR[S- SHOui.o A PPE EXCEtD THE ALLOWABI.E DEf'lECTlON, Tl1E
CDm-RACTOR SHAt,I. REPLACE TMOSE PIPES AND RETEST THE SECTION.
3) EOUIPMEHT- TEsTING StW.L. BE GO-NO-GO PULL. T11ROUGH GAGES OF A
~D F1f ThE CITY. A MtTAL OR PlMTlC GAUGING RlHC Of'
OWlETER EOUAl. TO gex OF THE sptCF!ED AvtRACE INSIDE PIPE OIAMETtR
SHAU. BE 'MTH E.CH GAOt.
...) THE. CONTRACTOR 1stw.t. FURNISH mnNG tOUIPUENT AHl). PtRSONHEL
AND PlRFORM THt REQUIRED TESTS. TESTS NUST" BE: WlTN!SSED BY CITY
ptR$ONN!a. '
,> USE OF t.tE01ANlCAl PULLJIG DEVICES IS NOT PERNITTtD.
IS) CEFLECTION TESTING SHALl. NOT Sf:. PERF'ORMED UNTIl. TH[ COMPlETE:O
AND ACCEI'TEO TRENCH BACKFlU. w.s BEEN IN FtACE FOR AT LEAST
30 DAYS.
CONCRETE SPECIFlCATlClHS
1) WATERIALS
A) CEL<ltNT: ASTW CI~O TYPE I OR II
B) AGGREGot.TE: ASTM CJ3
C) ADMIXTURES:
1. AIR itiTMHlNG: ~TM C2eo
2. F1SER: MSHTO 1.1213.
J. PROHLBlTED ,eowrxTlJRES: CAI.CIUM CHlORlOe. THIOC'l'ANATES. OR
I AOt.lI:mJRES CQNTNHlNG MORt n-v.N 0.05J1:
CHLORIDE IONS ARE NOT PERhIlTTEo.
0) ClASS A CONCREJ'E SHALl. BE AS F'OL.L0W5:
28-DAY CONPimssM STRENGnoI (PSI)....... ~
MAXlIoIUM WATER/CEMENT RATIO.._................ 0.45
NINIMUt.l CEMENT CONTDlT (POUHDS/C'I").... 564
SI.UWP (INCHES).,,,......_.........,,........_.........., 2-4
AlA: CONTENT...I....~...................................._... 5.0:1
I
E)PREM01.DtO JOINT FlU.~ A$PMAl.T TYPE' I.... CONFORIrU.NCE WITH ASTM
j 0994. \V.R._ MEADOWS SEAl..T1CHT. OR EDUAL.
F) REINFORCING au!!:: ASTU AlII!S OR ASTM AEll e. GAAOE 60.
I
'l~ 1t711 NSPtenaM I'RAUE
VI/IOLTED uo
Cl.EANOUl'-PfIESSUIl( RATED t:>>'
....-
........
"""'......
"'>TO \
WI'I!Rl~AM-SHOWII:AOJ.\CtHT
SANIT AR;CLEA~O~; DET AIL-
PAVEMENT AREAS ~
N~ C1M
.......a' lito' IIANnDt ~
I"III7ClI:IdllCASK(TM4'/01W,1fIUC11
&aa.J!IlIf KmllIll"lsttSEC'flON';\-4'.
-~~
, 1)/1'-
l/t'necx.ICN'.....
--'
AUIIUIUA =~=~ .
!
I
ADJUSTING RING
.IIllIIIlIL:&A:
1\lSDt1Pll)'lMIClCICSS4"-lr
Q.O.~Olt~"
NT'
DETAIL Q;J
C'09
~
"DON'T DIG BLIND"
"IT'S THE LAW"
"" ... '\JO. "I"
,. 2'-$" 2,'-0" "
" t-<. ,1'-'" "
'0' t-<' 2'-.3" "
"" t... 2.'-S" "
tI" t-" r-," ,.
,.. .1'-." J'-o" ,.
". J'-I1" J''''" "
... "'-3" J'-e,' "
". S'-fI" J'-I'. "
.... "-I" .'-." '"
,.. eo_)" S'-2" "
..' "-II" "
..' T-." "
..' 8'-0" '"
oc' <-<. '"
... r_l" "
,,. ,'-1" 'Q"
". 10'..J" '0'
v. rJR;i~~r~f~~T1~~TO~~NOI~~Ec~-
'0.
,3. ALL ".... OISTUmOlJR1NC CONSTRUCllON SHALL
HAVE TEMPORARY NQ AHO ~UI.CI-lING INSTAl.U:O
AS SOON "S POSS1 '
".
1/2" Threadect Rod (. Req'd)
2-7/8' 1I '..3/8" Pr,'ormld But)'!
Rubber Seclc.,t StrlP'l, Concreto
Sealant In.;, TyptI CS-20% Or
Equo! II" EiXh JoirIl.
......
"'w'I$THrloWClUllM'MllTH~RlGGP1P8.
"I.I'I$THEI.llHI&AAl'MtmlroAJ'lEXl8t.EPlPES.
"'~EWIl'HA!TMo-2J2.I.
BUTYL RUBBER SEALANT DETAIL W
N~ ~
----
Co.II_I.;::.BOO~2=SS_'l4
". THE cO"'miTilll SHALl. co~r ARCHW:iliv~U".-
~~J~~NoW PO~:&~U'TS.I~fm W~ T~
roll nDUllI.! PIP! wmt SCUD Oil PROFll.E
~~~AWP!D~~
10 A NlNIWUM or ,'-0" NJt:N[ I'f'L
aEOPlPlIMSPtt\FltO,Cl'WM.MR8!OOINC
!.IA1fRlIoLi'WtOTNolPEDlNll"LA'l'tR3TO
f'F[CENTfltLRC[.BEIitllNG""'TERIAlsw.u.
CONIQlW TO lNOOT OO.H2. ,J2t NO. II
"1"....
t.lot.: Pr.tOl'm'" Butyl Rubt"r
S.o1a.,t Betwtm UI1 Adjustill9
Ring! 1.lrJ)' Be UlIed In Ueu 01
C.m,nt MortM . .
WATER MAIN AND SEWER'
TRENCH DETAIL AND SCHEDULE W
NTS ~
t/2" CImini Ioklft....
~St. 0 10'9{;
.....
S'tNDonI"AII~
1hi"9c:a....J,.COIlCo
ltutJlMr~.~Jolllls
....S.T.ll.C441
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Or Com~IM GNnulor
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lHOOTS<lJ.O'l,SiuNo.ll
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to,A.5.T.M.C478
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~ ..... Jolntt
5110I 81 Ra-SHI (Prlct
Br",).l.oclolMll(~
Ca.},~.S_(V.!.
Coroc. ,,"). Or 14u1li.
TYPE i & II MANHOLES W
NTS ~
NlU:Pntform8d~s.u..1WIl
Snl (lr (...., l.lap a. IJIMlt IIlIhN.,
M~RlnQIIlllUC\lOlMoRar
TYPICAL MANHOLE SECTIONAL PLA~
NTS Cl09
~
eso
--
3D Ell. MIh stfttt, ~ 200
lfIIIIrIIotIII'...lnIf'oIM411Z40
J17.W.7aoo
'AX317~74.~1
.
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!SO [. Slit Str..t. $.lito 210
1/II:lIonOPoIfa. IN 46240
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00.22-00 CO RI.D
.... <
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15 or :20 ..~.
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o
BRICK FACADE
SIGN ELEVATION
SCAL&: 112-.1'
BRICK WALL ORNAMENTAL PYLON SIGN
FENCE
BRICK FACADE
STONE I3ASE
70' R/W
J'
'T
,,':
"'''''''CT'''''. ~
SEt DETAIL 21/C114
12'&
SECTION UNE
,- ,,"N. SURFACE COURSE
ON EXJST ROADWAY.
30' STAINLESS STL PIN 0 .', .O.C.
BOND BEAJ.I
COLOR COATING TO BE~ --...::
APPUED TO BACK OF WAlL ~
GROUT ALL CORES SOLO
RUNNING BONO COURSE
REVEAL COURSE
SOLDIER COURSE
REVEAL COURSE
CONCRETE BASE BLOCK
EXISTING PAVEMENT OF GRAY R040
R/W PAVtVOlT. MATCH EXlSTlNC PAVEMENT' ElEVAnON AND C~SS SECTION
SEt DETAIl. 08/C114 FOR MJNlMUN THICKHESS
IS- 173 STONE SHOUI.OER
.'
TYPICAL SECTION
~
NTS
ENTRY DRIVE
PYLON SIGN
ORNAMENT AL
GATE
c
)
(
\
J
ENTRY WALL SECTION
@
C110
SCALE: NTH
BRICK WALL
I( ,~. _,m'M'
STONE CAP
8RICK FACADE:
r O~~... ~ ~.,
STONE ENTRY SIGN
LOW. COMPACT SHRUBS
AND CROUNOCOVER
SCALEl 1/2.,.
SITE ENTRY ELEVATION
--
ZIOEalMlIISlrnt,Svae2CO
~lIIlkrlo.n.u
)17..lIU.78lXl
~AX J17.~7..0i5'
~
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50 E. S11st Stt..t. Suit. 210
Indkma.,oll.. IN 46240
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ENLARGEMENT DUMP~TER PLAN
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SCALE: r . 10"
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80
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2ZIG &It tIUl stre.t. swt. 200
lnIollGflllllll........44.240
J17.M.78ClCl
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317-575-97~
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sa P....
TOP VAR!ES
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ga~~lW~~E ~ ~ ":L.:
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IS 0 g- O:C.
Ie 0 9.
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WATER a.. '...1.'
(TRIM TOP o:~~ i; 1 ~TCH RECESS)
'I. 0 g" a.c.
(15)'8 IN "G.
RET AINING WALL SECTION
HTS .
@
ell
'_4-
~~ARIES
RECESS
TOP vAR!ES
'3 TIES 0 EACH POST
WATER n. '41.S
B/RECESS 741.0
RETAINING WALL SECTION
HTS
@
ell
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WATER EL 741.~
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2' SO. PIER wI UGHT ~ \
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WATER EL 7401.5
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BRIDGE PLAN ENLARGEMENT
SCALE: r . 5'
@
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BRIDGE ELEVATION
HIS
@
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311-S1!-g755
so E. g'tt Strwt. Suih 210
IrtcI\or'Icq:loIlL IN Q%40
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C112
. 01 20.......
7'
FlELO STONE-J" TO 18" DIA. 1 LAYER
~
3'
~1
POND OUTLETS-CROSS SECTION~
NTS ~
3'
FIELD STONE"
LAYER, 3" TO 18" DIA "-
3'
POND SURFACE
2
~1
2
[/7"
POND OUTLETS
@
el13
NTS
GUARD RAlL
WHERE NOTED
CAP UNIT -AOHERE
TO TOP UNIT
W /VERSA- LOK
CONCRETE ADHESIVE
VERSA-LOK MODULAR
CONCRETE UNITS
DRAlNAGE FILL
I, 12" THICK MIN.
APPROX. EXCAVATION
LIMITS
4" DIA. ORAIN PIPE, DAYUGHT
AT END OF WALL INTO POND
GRANULAR LEVEUNG PAD
6" MIN. THICKNESS
WALL SECTION
NTS
@
2" TO 3" COURSE
AGGREGATE
6" MIN.
GEOTEXTILE FABRIC TO
STABILIZE FOUNDATION
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
@
Cl1J
NTS
12" MIN.
4"
GREATER THAN 5' FROM EDGE OF PVMT.
NOTE:
1. ALL INITIAL BACKFILL SHALL BE INSTALLED IN 6"
TO 12" BALANCEO UFTS.
2. UNDER Pl/MT. AREAS, TRENCH TO BE BACKFILLED
~t.J" s~~O..)1vtO ,,~9YJg~Rg~ :E~'FI~tL TgT~~!o"
ABOVE PIPE.
3. A MIN. 9" OF CLEARANCE SHALL BE PROYlDED ON
EACH SIDE OF THE INSTALLED PIPE.
FILTER FABRIC (TYPAR 4.0
OZ IS( OR AN APPROVED
EDUAL. LAP 5" I< STAPLE
4" DIA. CORRUGATED
PERFORATED PLASTIC PIPE
B" COURSE AGGREGATE
WELL COMPACTED SUBSOIL
PAVEMENT SUBDRAIN DETAIL
@
Cl1.l
PLASTIC PIPE (PVC & HOPE)
BEDDING & BACKFILL DETAIL @
NTS C113
"B" BORROW OR EOUIV.
GRANULAR MATER'L
COMPACTED TO 95~
STO. PROCTOR DENSITY
8" CRUSHED STONE OR
APPROVED EDUIV. CLASS
1 BEDDING MATERIAL
HAND TAMPED OR WALKED
INTO PLACE
WITHIN S' OF
lZ" MIN.
NTS
NOTE: STRAW BALES TO BE STAKED-Z STAKES
PER BALE MIN.-4 BALES PER STRUCTURE
BOUND W/WIRE
SECTION A
~
4"
EDGE OF PVMT.
1. AlL INlnIAL BACKFILL SHALL BE INSTAlLED IN 5"
TO lZ" BALANCED LIFTS.
2. UNDER Pl/MT. AREAS. TRENCH TO BE BACKFILLED
WI "8" BORROW TO BOTTOM OF BASE, ALL OTHER
AREAS SHALL HAVE "8" BORROW BACKFILL TO l' -0"
ABOVE PIPE.
3. A MIN. 9" OF CLlEARANCE SHALL BE PROVIDED ON
EACH SIDE OF THE INSTALLED PIPE.
PLASTIC PIPE IPVC & HOPE)
~:DDING & BACKFILL DETAIL @
NOTE:
i
~
'r
"
~ASIolA=~~'?"sacECUU:
ClEANOUT DETAIL
@
\,;11
INLET SEDIMENT FilTER DETAil @
NTS C113
1 1/2"X 1 1/2"X 24" LONG
WOOO LATH TO SECURE TO
STAKES
36" WIDE NON-WOVEN
POLYPROPYLENE GEOTEX F"ABRIC
(4.5 02/S.D YARD)
MAINTAIN BY REMOYlNG
ACCUMULATED SILT
~
o
"
CUT CONTINUOUS TRENCH. 5"
- TO 8" OEEP I< INSERT LOOSE
END OF FABRIC, BACKFILL
wi EXCAVATED MATERIAL I<
COMPACT
2"X Z"X 36" LONG HAROWOOD
STAKES WI ONE END
SHARPENED I< SPACED 5'-0" O.C.
NTS
r ALLOW FOR 2'
WIDE BOTTOM,
ADJUST BOTTOM
DEPTH IN AREA
WITH LESS BUILDING
CLEARANCE.
5' 4' 21'
POND SECTION
f1"4\
Sll T FENCE DETAil
@
Cl10l
NTS
NEENAH R-3472 PAVEMENT
R-32BS-8V STRAIGHT CURBl
R-3501-T ROLL CURB
GRADE
io
<-
vi
\oJ
0:
~
. ~ F1LL wi CONC. I<
WARP TO MEET INVERTS
NOTE: CONTRACTOR'S OPTION: PRECAST
WI SAME REINF"ORCING.
(INOOT TYPE "AI
CATCH .BASIN DETAil
@
C110l
NTS
NEENAH R-3472 PAVEMENT
R-3286-8V STRAIGHT CURBl
R-3501-T ROLL CURB
GRADE
g
io
<-
vi
\oJ
i'E
;(
~
I"
"- FILL wi CONC. I<
WARP TO MEET INVERTS
NOTE: CONTRACTOR'S OPTION: PRECAST
~~D~M.fu,~EI~~RCING.
CATCH BASIN DETAil
(i"(i\
..~
9 IN. (MIN.)
Fl1.~R F'ABRIC
~
ROCK CHECK 1 DAM
@
(;11
NTS
START BLANKET AT TOP OF,
SLOPE AND ROLL DOWN SLOPE
IN THE DIRECTlON OF THE I
FLOW. REFER TO MANUFACTURER'S
RECOMMENDATIONS FOR SLOPE
REPLACEMENT AND STAPLE: "" ..
PATTERNS ~ .&; ,- 6" MIN. TURN OOWN
. '" ""'.&; AI EROSION CONTROL BLANKET
.& (NORTH AMERICAN GREEN
.6t I S 150 OR APPROVED)
..&, I. - .
, I PROPOSED GRADE
EROSION CONTROL MATTING
DET All FOR BANKS
NTS
@
Cl1.l
~. GAPS BETWEEN BACS
~; ACTS AS SPILLWAY
ALL PAVED A~ INLETS SHAlL BE PROTECTED
WITH SANDBAGS UNTIL VEGETATION IS SECURE
INLET PROTECTION DETAil
AFTER PAVEMENT PlACEMENT~
NTS
NOTE:
START BLANKET AT TOP ;OF SWALE AND
ROLL IN THE DIRECTION, OF THE WATER FLOW
IN THE SWALE. REFER ,TO MANUFACTURE'S
RECOMMENDATION'S FOR CHANNEL PLACEMENT
AND STAPLE PATTERNS.
I
VARIES
t 3.Z5' :3.ZS'
GRADE
(NEW OR EXISTING)
SEEDED ANO
STRAW MULCH
MAX. 3: 1 SLOPE
I
I
EROSION CONTROL MATTING
DETAil FOR T~PICAl SWAlE
NTS i
\
I
ADJUSTMENT RING
ECCENTRIC CONE
OR CONCENTlRIC
CONE
POLYPROPYLENE
PLASTIC STEPS
48" PRECAST
CONC. MANHOLE
STORM PIPE
S'X 6'X 8" CONC.
FOOTING WI 6X6
Wk~B~INi"WI
O.C. BOTH WAYS,
OR PRECAST
MAX. 0, 30"
"'3
\!!a.
~tj
Vl
INLET DETAil
.
~~
JI7-57.5-97SS
so E. 91st StrMt. Suite 210
IrtdlanCJ9OlIa. IN "240
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--
.& O'-2J~OI AODENDUN '1
Dr......" CMcIl"')'
l>>-22-CO SI( FI.D
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0.. z
0 -I
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@
C113
C..utIfC II'
~"I~
_No
C113
m 01 20 ~
~.....
L
lX TO 2~ CROSS SLOPE TO DRAIN
~ GRADE CII HIGH SIDE ----7( 1" SURrACE (111 INOOT)
J~ BINDER (l9 rNOQ1)
~F1U. AS ~~OEO TO ""'NO OIWlE TO
/' WITHIN 1/2 OF' TOP OF ASPHALT
ASPHAL T PATH SECTION
@
\;114
NTS
,. MIN. OVERlAY,
(#11 a INOOT)
EXlSnNO BrTUMtNOUS
BINDER
EXISTING STONE BASE
MATCH R/W PAVEMEIfl' SEcnON
(DETAIL. 08/C 114) OR OCISTING
PAVEMENT, WHICH EVER 1$ GREATER
PAVEMENT CUT REPAIR
@
e1l4
NTS
NOT[: TURN DOFF' I"A.Y(R PRIOR 10 PLOTTING
HATCH ROOT ZONE AREA ON ENLARGD.fENT PlAN USING 000' LAYER
SPECIFICATIONS
UNIT SlZ! - '0 C'" x ~ 0.. X 2.~ ell
(ZO' x ZO' X 1")
AV"WLE IN g STANDARD Rou. SIZES
UNIT WEIC'gR 2.g1~~S~~N~.)
~~ i~2(~~~o\5720 PSI)
RESIN - l00X POST-CONSuw[R
RECYCLED WOPl/lDPE
.El.At:l
CRASSPAVE % SOUARES
ADJACtNT GRASSPAVE'2 SOUAAES
z. TO' O. GllASS ROOT w.s; · NN
('/41 ...... TOP OF ""'"
~ GRASSPAvt2 ATTACH WIlli
-ji PEO "'0 HOLE
ROOfWSS TO flU.
. . ili li~ OllASSPAVE'
COUPACTEO SNmY GRAVEl.
ENLARGEMENT ..... COURSt
NOT[: CIU.SS/PlANT TYPtS $H.W. BE SPECIFIED BY A LANDSCAPE AACHI1i:CT OR
lANDSCAPE DESIGNER.
TYPICAL GRASSPAVE2 DETAIL
@
114
NTS
PRECAST CONC.
PARKING BARRIER DETAIL
@
(;11-4-
NTS
PVMT.
ROLL CONC. CURB DETAIL
@
114
f--- FACE OF CUR8 OIMENSION
I PER SITE LAYOUT PL'N
S' '8'
,. R
NOTE:
CUR8 PROFILE INDICATES DRAINAGE
AWAY FROM CUR8, SEE DASHED UNE
FOR DRAINAGE TO CUR8.
COMPACTED SU8S0lL
:=b= ,. SURFACE COURSE "ll lNOOT)
! 2- BlNOER COURSE (19 INDOl)
." 'OJ STONE BASE (INOOT)
COMPACTED & WEll
OIlAINED suaso"
NTS
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---!I
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CONC. CURB & GUTTER
NTS
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W( RU88ED FINISH
2'-0'
LIGHT DUTY ASPHALT
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"""T.
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BtYONO
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PLA-N
TAPERED CURB END DETAIL
NTS
FIN. GRADE
APPUED ANTl-
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If-" RADIUS TOOLED
ROUND EDGE
PVMT.
NTS
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C114
TACK COAT
d: ," SURFACE COURSE (",8 INDOT)
...! 3' BINDER COURSE (19 INDOT)
J S' STONE 8ASE (#53 INDOT)
COMPACTED & WELL
DRAINED SUBSOIL
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eE'fOHD
CONCRETE
SECTION
TURNOUT DET AIL@
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NTS
TACK COAT
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COMPACTED & WELL
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NTS
TmR CURa~
5- CONe. CURS ._
sa DETAIl.
I ~-O" ~ 2' ~ 6- CONe. CURS
, , SEE OETAlL
TAP R
PlAN VIEW NANOlCAP .......
~MIT
6" CONC. CURB DETAIL
NTS
TOOLED CONT. JTS.
, (8' WIDE, MIN.
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r APPliED ANTI-
c SPALLING COMPOUND
I' R TOOLED
ROUND EDGE
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r PV~T.
l' SURFACE COURSE (# 118 INDOT)
5' 81NDER
COURSE (#9 INDOT)
14' STONE 8ASE (#53 INDOT)
R/W ASPHALT PAVEMENT
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ELEVATION VIEW
~:NDICAP RAMP DETAIL@
/ REMOVE EXISTING V€GETATlON
TO WlTHIN 1/2' OF GROUND
SURFACE.
nS'L3' MIN., TOP
OF MULCH TO
8E FlAT.
~~D..../~GEOTEXTILE-PlACE ON TOP OF
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(fUT AREAS LESS THAN 5r. CROSS SlOPE)
EROSION CONTROL
MATTING
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GEOTEXTILE
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INTEGRAL
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NTS
NTS
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NTS
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NTS
6" CONCRETE SLAB DETAIL @
NTS
'",
SELF LEVEUHG tfBUllOlNG F'ACE OR
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I /2- PREF"OR~D . '. ,', ....' ()(TENO JT. MATERIAl.
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NTS
fi6\
~J
SIDEWALK PLAN DETAIL
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/i ALUMINUM
I METAl. (SICN)
11 GREEN -ILI.UMINATlNQ
12- TAPE (I.ETTERS) TYP.
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RESEFM3i ~ ~:~~E~~~;LE)
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- TOP OF FOOTING IF ...
NOT IN CONe. WALK
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-I GREEN -tLLUM1NATlNG-ltI. . .... '\'
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I
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SYMBOL GD
ROLLED SIDE ~
FACE W/ 8RDOM
FINISH
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S'-O'
.
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,. RADIUS ROUND EDGE"
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I
WHEELCHAIR RAMP DETAIL
NT$
S- CONt. CURB
sa DETAIl."""\.
,
5'-0. I 4'-0- J S'-o" } 5- CONe. CURB
I SEE OET AIL
I PLAN VIEW HANDICAP RAMP
I ~PVMT
ELEVATION VIEW
HANDICAP! RAMP DET AI~
NTS
ELEVAflON VIEW
HANDICAP RAMP DETAIL
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