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Handout at 12-04-18 COM Committee
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(o 13 I lo' ` 1131 1 r I 1131 r 13 13 _ -_VI 1' - t�l - l" Flo �� -..1-- J� :. —! �{= ® t I° ®I" Eci _._� �� _ r o4r 6 S ° 110 -1-731-47'" a r: s I ° lol _I'---7117- ' E e ho 0 ' 1y 1Ta�--= .` _ P.3,_Q..:' ® a _�_Z'� a T'JJ 1 L24 L J 24 J 1 1 !IT' 24 I J 21 LEVEL OHNE YLEVEL ONE L-� I Z 1 J I I F F F a I I L� LEVEL ONEY WEST ELEVATION ELEVATION KEY NOTES 0 1 BRICK VENEER 84 2 STONE 12 } 4 VERTICAL CAST STONE VENEER 20 12 :,:'-!-.7.t.---: 12 3 B"416'STONE BLOCK 4 _ 12 12 12 _ 12 15 5 4'CAST STONE STARTER STRIP 4 v ° 4 p Q< .p y 12 6 CAST STONE BASE 171 v ® ® IJ 7 CAST STONE TRIM ® L4J� 1111 _ O 2 _ ^'��'�1 a a'CAST STONE HEADER - .�.taran� uae�� ,- 13 ❑ 13 L57� ❑ @J�Itl— kt! 12 ` ! _= 9 d"CAST STONE SILL --_--- - q 0 . - 10 g'CAST STONE SILL 2t 12 2 ❑ ., �J 16 'l-� I__ _ __' N __ f - -_ 0 11 RANDOM SIZE COMPOSITE SIDING Li 1 " _'S� s- _ ,_ ill __r_-16 Eil " 13 PAINTED STEEL'c' 12 COMP BOARD SIDING CANOPY WI INTEGRAL GUTTER `J ° t 1 -t 0 / �1 �.�-_ --- .7,1.:-..--,,--------=----...-..-.. --�— ❑ .t4'-0"J, 14 STEEL ROD HANGER AND ANCHOR 14 _ _ _ - - Y _yo-_ET_— - _ __._._ __.—_ - _ —_ _. .__ _ — �r .-..., - °= �y���'� ��r _ - LEVEL PNo 15 CONTINUOUS ALUM GUTTER 2 -t6 r t6fI 1— �1 12 ° LEVEL TWO ,, ®�F =_—f R -�i _ea , --- � M' JO 17 6"COMP TRIM r r❑ °8 I I-.3 I ,7_, ❑ i ' - ,„ , °7' �° 1 6 �: _ ,-{� _�SS __ .� a 19 10"COMP BASE TRIM i I 'tel-.1E7.4 -W2 r._ � 11 1_� 19 EXTERIOR LIGHT FIXTURE �� 20 SHINGLE ROOF r ND -10 24 L I0 1 ", s 24 10 -- L ONE 2423 TOP OFD STEEL LGECOURATIVE RAIL WINDOWS ❑1 - I L J 0 1 - �� 1111. 116U �- U 0 +0'O' 22 4Y HIGH PAINTED STEEL RAILING y- _ _ 9 © ❑ �_S Z 1 Z r ❑ 11 C L 1.T ZI_ 2 LEVEL J LEVEL ONE LEVEL ONE NORTH ELEVATION SOUTH ELEVATION 2 a7 1`:' F yk"�,r ar '..:.::`:', f✓< :P-N,a k. '.':';i,. L 'l..M.� i„',�°ki i,it', 11- ��P i N � _ ... '"211124.42-.""!.!'!' fNHIMlny1n1�U1i 11nMInH�InBInMiln. l - Wn M '. vim..--.... 171.0 IJ 7' I I +❑ ❑ ❑' I h - 1 11 - 1 17 - 1 ��I 0 1 0 9 17 ___ _ --9 9 ❑ �_ _ ..---= a L-J ❑ t6 .-1--- g 4'-0"� 0 �'I °j 0 it 1 11 2 ° -i - - - '--' ISI 16 t1 L� it ❑— 2 0SI ULE- LEVEL TWO 16 lel 0 ® t7 Cl'16 ❑ I"I 16� 0 0 l 0 El ® ❑ 13 I _L 1 f®—I 1 I ,�-�, 1 ,�� I 1 1 1 1 I I�—' 1'l II tal C ',al C e L fiefInt a la 1,819 1$ l'151 �LEGE[oE+ CSL❑ 2a IIJ= Ji IJ= 24�L1-1 LEVELO ET EAST ELEVATION ONYX COMMERCIAL SUITES j:/-'6, xd 0' :/-'/ ,av /td/ ,rd lid A VW 11a VS IS, 13., 134 ,]� 13.1 ,3r r as ITT tm ,]+ 1r- t3� ,]< IT, tes J3 t? j,7.0.„, 110 / 13a ,., ,x,v 144 ,zw / ,ea 1 ,To 1 \ j110., / ,ne 720 ,.a try tK /t I r1Re.133R.TI0 I 1 VENEER CHANGE VENEER cww. VENEER CN WOE w®+P.M MANOROtw+GE SverHRc«000 /VENEER DARN. vENEET duvoE I, VENEER CHEN. VENEER CH IGE VENEER CHANGE VENEER C71 WOE VENEER CRAKE vaeo eeE v9�1 CMPANE __.—:tttttlt._ _ r I 1sg I 11 ,,,7 I ,33- 1 17 la I ,Z„ I 17,a A,. II 10. I =TUT t,, t,P ttt. ed ITE 1 w 1 ,,,i_ SURE BATE - SUITE SLUE SUITE 71 CORRIDOR SV1TE - SUITE SUITE SUITE SUITE N \ = m I WE.® I I 156 S _ I ,s< I S0 tw b I 1 I ISE ) 1 1m 1 =I MEM ifffb N - SUITE f 4 1��liii 1 - ri— . — OR — — — "" _. =t CC.R�11 IMO t a _ MEM q I IT, I r—0.071- ti b H I3 1 EC il m D. SUITE I MECH �■ - -1 flv' • .___ _. ■_._... 13 mum ¢ 11111IMI,, I. td t 7.1 I 1 LUSAELEV 8'�B® ht• 1 + ,�.� JOCE6 ts.5I n , < IA= MM Ix; 4 �I L1TE_ r/L_ �yj®�_ Min 1 IRs1® 1 ,V H,", ` + - li NbMEN Q S F sEE Atu EaRSPRINKLER SUITE •T�a' MEM • I \,��O \* ® DE s I a�r 17111111' E E1i LE SUITE SUITE CORRIDOR SLIE SUITE 9UITE SUI� 1111 I .— ��I�I �:� I I._ I I ,- 1119 I I -' 1 I�a �, 1 tili a o1 I a,z _ _ s." - — 9 RI V tttttttttttr IR • Sa syvyL 111 a _ — b r _ RRi I — i _DO 4 CORRIDOR R RRIDOR F s 11 immorrer f' FUTURE 1 IS ELTNISE 1,'�I SUITE s� 1 I ® ® © 1 SURE ® � RE SUS 010 SUE 4 N 1 :27 It LOBBY - T .vnL ''.1. NuTuRA ,arms. F sseMEM AA TlE 13vM1 R AT 1 4 .5 T31? 13, 1J3 t? ted 13'�a IIS 1]'4' tri t? 13'L' [ ii 1111P N i� =sir --�Z h �_ 4�— Z ��® � Z�I1 _�� b\ i1Il_itI COVER ORAno..ta 11111 ytT 3'0 i lk ii ',v., W.. i TART 1 TbK mummi TY Ti 4J tT N,? ed ed 1�a T�a ed eV ed ed r< ]-a ed e8 ea 0, TER >< tfd ttd 13./3. t.a' ttd t.d ttd lfd it OF 1.1., ,i8 1 tfd IT ,a.a LEVEL ONE PLAN ONYX COMMERCIAL SUITES I sa, ,a-a ;aa 0o- ,: IE El 1,012II e 7 a,rz +3, ,,. J, , 1 13 ,r. 13 , 7'3'''' 2 741, yso no 1rs 13,1 • •1 t11 III j/ / +3e 1.133e 12301 13c ,aa ,.a 1 ® / VENEER CNWGE VENEER CHANCE VENEER CH VSE VENEER CN.N. VENEER CM.. `VENEER CHM VENEER CR.. vENEE.R 3i,L1� r VENEER CHANCE VENEER E VENEER CHANGE VENEER CH WOE VENEER PONCE VENEER.CNMIGE VENEER CNAN. \ 33 1111 _ _ —,--r _ _ 22.r,z I P ,r,, e oli I I I s41 1111,2 I MT 1110 ,r;;. 17.10 1.,,. 1 ,C, 1 17411 7 b ,r n 43 SURE • SLATE SLATE 4 SLATE SLATE a� CORP �u,� aur ,_ a aur SUITE SLATE O \ ® z z ® ® l 256 I I m R 4 IM m, I=V3 17:1 4 Ci.7 L.El 12.3 ® I Ins I N 4wV. N\ ril -- 1 — -— — - — — — - - VENEERFIlk 4 CORRIDOR 4 4 — _.� ® �!zot I F — — — — _ — _ __ _ IT NR SHAFT CORRIDOR 4 1741' _9'8' r N x01 '^ - MECN o CORRIDOR 4 SLAE — ®4 .Oili�1 IIIII 1 - ® '., a,? t0 }+ I� ,00 1 ,Od T o o - s.p _,r, MI �I I IIllR Fwill , CPgiERENCE 9181E SURE SUIS SLATE SLATE 1 r. ,_— L 1 , ® .t ®e v N SUITE SLATE SLATE SURE SURE - I ® ® ® I zn I I zn I- N. \ 20 �S , m6 3 ir \ - MEN N n CORRIDOR =ALEN,' 9 COR V 4 I ,O!4``®� ua / -1717 xsz N y� r— 3, WOMEN SLATE ,`��`` I4,_•jI IE _ \ I l60 I �' ` ¢ SUITE SLATE SLATE SUITE SUITE M® r SURE SUITE SUITE SUITE SURE 4 �E RF I 0 mil MI iltG x05 I zoT �' ® ® s ® ® I ::, I I zxe I e 4 I - 4 - 1!"1"1, �' - SSIZE F ' ��1 1140,2 6S $ s,m " E• L 111.11r _- -\ 4 —... - t M® v ,. 4 CORNRIDOR q, _.— CORRIDOR - — b N m 1 F lart CORRIDOR ` �, a, IF; SUIE I _ - _ ry _ s. �►_ � I J0 MOUS _ 1-4�4ri 1JaW 'I _ ___ _ -. --. CENT li 011 WALLL I --- "SIM---- SLATE SUITE — S6I E — SUITE SUITE SUITE SATE— SLATE SLATE SURE -OWE— SURE SUITE I 4 —_ Izz ty� ,......17-314,°"- ® ® ® - ® - 2x0 ® ® ® ® ® II Q F EMI ti- § ~t— �' f ,.z ,z>r ,aa IT FY ,>a 1741 ,a.o ,.s ,am tz.e ,aa ,Za 1741 ,zr tsa R A • SUR LL ® Z __ ������ � LL— ��� j- — I ik. �.111F_- 1 .N, EMELTWO R I o FRED. I 1.11 41,7 ra� ra,� ra.N r .a� ,a,� ,.,I' ii r0 S0 r! rt 4411? 11,31,7 a0 as e0 a-o f0 30 1,0 80 J0r� r.. 80 • a41 • f o -• 7.0 ua R0 + 1741' N0 ,rd 1,341 110 Aa' 1241 ,JY 170 13-81 1r0 • • LEVEL TWO PLAN ONYX COMMERCIAL SUITES 20'-0" / / 4'-0" 6'-0" 6-0" 4'-0" / / / / / 36"X 8"FOOTING 7 \ \ .\ __ N \, \ O O 6'x 7'CONC FILLED \ \ DIPE BOLLARDS N \ EXTEND TO FOOTING N c \ \ o N N N 6"x 6"x 10'PAINTED \ GATE POST-EXTEND TO \ / FOOTING \ • N • L � J 0.05 ALUM COPING W/7 -� O 1=--- -.- YEAR KYNAR L1 - FINISH l O PLATE TREATED 2 x TOP ___ _ I L_ L_ _ - -I 6"x 7'CONC FILLED 4 :.I. PIPE BOLLARDS-EXTEND TO FOOTING DUMPSTER PLAN /,',1 I. 1 e"CMU'S i 8'-0"x 6'-0"GATE 8'0"x 6'-0"GATE - REL GROUT CELLS OLID1'-J" 1111 ir 1'-5" 17'-2" / / / / 3RICK VENEER TO_/ ..1 r MATCH BUILDING ,. - I, 6"x 6"x 1/4" /„, •y ' /• 6”REINF CONC SLAB MTL CAP TUBE COLUMN MTL CAP !,� 1. OVL- GRAN FILL-SEE FLASHING FLASHING \ .. SEE SITE PLAN FOR EXTENT • __ • \ \\ \\ \� R ^if nom _yt.� IMMI�Li M �.=MMS M� -1=====111011111111111111111•11=11111111•11•===== - _. S �, ■ oommum ��mmimmmoommmo•_m� LL� �1 U. \'\� \ I '" r,' EM1�=��L��..1==I.==========■ S-EEL "RAME GATE o L=L�L�L�L��■i�Yl1WQi6iaiaL��1��L��L1.LL.■ o iZ�L���c�m crs■rrcmrmrrar+rr�M�� / / Ts im 111111L11111L.L111111111111111llllllllllllllllllllllllllllllllllllllllllllllll 11Ll"il/7aliu■ura.,u-iuLu:IMMI1111111■ 1VW CER PLANKS _ii, 1 ■��� ■■ �LL.1L.�LI.LI.LL.L1.1L.11.�L.- =1•11•1111111111111111111111111•11M11111111111111111111111111111111111•11 '4 I-- =, F - '- - --- '_-- ■L•L1♦L1• ���========��� m 1111111•1L•====L�L�===MIL��IMOIM===IIMMI I '' -UBE COLUMN -4. ..\_ ■L_L_L_L_L__L_L_L_L_LL.L_L_L_1_L_LL._L_L1•L__I ■IMINE =111111•11•11•1•11111111111111111111L1111111111111111111L1111111L1111111111111111L1•1M - - \ • (3)*5 BAR CONT N I I I I II V FOOTING I II N o IMBED COLUMN IN q 2 _I L_ Li — tX .11 —I • DUMPSTER SECTION DUMPSTER ELEVATIONS ONYX COMMERCIAL SUITES 9'-0" METAL CAP FLASHING 1 04 CUT S ONE SIDING 39 CCI MERCE 0 IVECAST STONE TRIM BRICK VENEER BASE O 1\(C/11( X OFFICE UITES ------------------ \ \ ------------------- \ 43 SQ FT SIGN FACE 15 SQ FT BASE SIGN ELEVATION ONYX COMMERCIAL SUITES ,_i_______i___iil _ ,, .ri ,, .., . ,, ,,, ____, _ _ i r / ---i___ I p r _ _ iiii I ,,, ,,, o 1 - -:- - ..1m-: mm, r._ I- t. - •• �� O NYX -e" OFFICE SUITES I EH1 VE ib E rr� .- rr r Note °A ' OA*OA.00'00N • 1. 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Symbol Label Quantity Manufacturer Catalog Number Description Wattage 0.1••.1 02 02 03 03 OA 0.4 03 03 03,:;/• 5 o. 0.4 0]03Lamp \\.1 f'0.1.02'02 03 0..,.5.;:e4,;..0.1 .4OA 0.4 0A 03'03 02 03 /N 2 NUS Lighting NV-2-T4-96L-1-400-UNV- 74 OPTICS WITH BLACK 1155 19281 316 - , \ EEs-- -- IS Desi•ner 0. /�c ] - ❑ A\ o,.., '02'02.2.02 02 02 02'02 02 0.' \ s -___`Date n1 NLS Lighting2-TS-96L-7-40KLEDLUMINAIRE,TSSILICONE25195200 0.1"0.1"01 01'02'02'02'02 02'0.1'0. ❑ BOPf1C5 1$ • 51�1820 ----\\11\ 0.• 0.1 0.1'0.1 0.1 0.1'0.1'0.1 0.1'0.1'o.t 0. s - ^ 1 Nl5 129Mmq 2-T2 64L-lIOK tl�lA1MIN110tE,T2 SIIICONE 23590 20S DrawingOa o. o case0.0 •• 0D 0.1 0.1 0.1 0.1 AA D. •.0 ❑ COPTICSN \00 0.• 0.0 00 00 OD o.o.0.0 0.. •o Summary pQ`••.• , _ 0 • n0 1 OILS Lighting NV-2-T5-96L-7-40K LED LUMINAIRE,75 SILICONE 25190 200 °✓ ____. D OPTICS 1oft NV SERIES AREA LIGHTING FORM AND FUNCTION • Sleek,low profile housing • Spec grade performance , • Engineered for optimum thermal management • Low depreciation rate _ • Reduces energy consumption and costs up to 65% .� _- — �J • Exceeds IES foot candle levels utilizing the least number of poles and fixtures per project • Optical system designed for: inirmio -Parking Lots -Auto Dealerships -General Area Lighting CONSTRUCTION --....„...., 00,,,,,..- • Die Cast Aluminum , • External cooling fins,Finite Element Analysis(FEA) - designed • Corrosion resistant external hardware . Above:NV-2 with Sweep A • One-piece silicone gasket ensures IP-65 seal for Below. NV-1 with Direct Po electronics compartment • One-piece Optics Plate"mounting silicone Micro Optics LISTINGS • Two-piece silicone Micro Optic system ensures IP-67 • Certified to UL 1598o u o level seal around each PCB • UL 8750 +Q P < pE INT • • Grade 2 Clear Anodized Optics Plate"standard • CSA C22.2 No.250.0 * iv- "> * FINISH • DesignLights Consortium®(DLC) * USA. • 3-5 mils electrostatic powder coat. • DesignLights Consortium Premium®(DLCP) ....goo.Ik. *• • NLS'standard high-quality finishes •prevent corrosion • IP65/IP67 Rated f protects against and extreme environmental conditions • 3G Vibration Rated per ANSI C136.31-2010 WARRANTY ; COATED C �L US its DLCO ' Five-year limited warranty for drivers and LEDs. LISTED di a; r 0®D IP65 IP67 LED WATTAGE CHART 16L 32L 48L 64L 80L 96L 112L 128L 350 milliamps 18w - - - - - - - 530 milliamps 28w - - - - - - - 700 milliamps 36w 71w 104w 136w 168w 200w 243w 265w 1050 milliamps 56w 106w 156w 205w 263w 316w 366w 409w NV-1 NV-2 Project Name: Type: Cat# Light Dist. No.of LEDs Milliamps Kelvin Volts Mounting Color Options NV Series Type 2 NV-1 350 3000K 120-277 Direct Pole Bronze Bird Deterrant(BD) Size 1 (T2) 16(161) (35) (30K) (UNV) For([JV-11.Single D180 (BRZ) Marine Grade Finish(MGF) (NV-1) *NV-7 Only Square Pole(DPS3) Type 3 32(32L) 4000K 347-480 Round Pole(DPR3) White Optic Plate Painted to Match Fixture(OPP) NV Series (T3) 48(481) 530 (40K) (HV) For(NV-11•D90.-190 T120.OD (WHT) Nema 7-Pin Receptacle(PE7) Size 2 64(64L) (53) Square Pole(DPS7) Silver Photocell+Receptacle(PCR) (NV-2) Type 4 *NV-7 Only 5000K Round Pole(DPR7) (SVR) Receptacle+Shorting Cap(PER) (T4) For(NV-21•Single D180 FSP-211 with Motion Sensor(UNV Voltage) 80 (50K)(80L) 700 Square Pole(DPS6) Black (FSP-20)*9'20'Heights Type 5 96(961) (7) Round Pole(DPR6) (BLK) (FSP-40)*21'40'Heights (T5) 112(112L) For(NV- ):D90.T90.T120.GD Graphite Surge Protector(10K) 128(128L) 1050 Square Pole(DPS11) (GPH) (1) Round Pole(DPR11) Quick Mount Bracket(GMB) Grey Retrofit Mount Bracket(RQMB) Knuckle Mount(KM) (GRY) Round Pole Adaptor 3'-4'Pole(RPA4) Sweep Arm(SA) Custom Round Pole Adaptor 5'-6'Pole(RPA5) Wall Mount(WM) (CS) Rotated Optic Left(ROL) *See next page for Arm Configurations (ROR) tic *For Round Pole,please specify RPA4 Rotated Optic Right( ) or RPA5 House Side Shield(HSS) ELECTRICAL • 120-277 Volts(UNV)or 347-480 Volts(HV) NV-1 I' • 0-10V dimming driver by Philips Advance 1 • Driver power factor at maximum load is>_.95,THD maximum load is 15% • All internal wiring UL certified for 600 VAC and 105°C 14.75" • All drivers,controls,and sensors housed in enclosed IP-65 compartment • Lumileds Luxeon MX LED's • CRI>70• Color temperatures:3000K,4000K,5000K 16.5" OPTIONS 3.375'• " rir-il • BIRD DETERRANT(BD)—offers effective and humane deterrent for larger bird species and provides cost-effective long-term solution to nuisance Weight:24 lbs bird infestations and protect your property. NV-2 • MARINE GRADE FINISH(MGF)—A multi-step process creating protective finishing coat against harsh environments. •Chemically washed in a 5 stage cleaning system. •Pre-baked 18•• •Powder coated 3-5 mils of Zinc Rich Super Durable Polyester Primer. • 1-2 feet inside pole coverage top and bottom. •Oven Baked. •Finished Powder Coating of Super Durable Polyester Powder Coat 3-5 mil thickness. 24.11• ►{ • HOUSE SIDE SHIELD(HSS)—Micro Optics'House Side Shield(HSS)is 3.41" 6. ® lk designed for full property line cut-off. • ROUND POLE ADAPTER(RPA)—When using round poles,specify Round Weight:42 lbs Pole Adapter(RPA).Specify RPA4 when installing on 3"-4"round poles,and RPA5 when installing on 5"-6"round poles. RPA4/ RPA5 CONTROLS O ' \ \ • FSP-211 (FSP-X)—Passive infrared(PIR)sensor providing multi-level / control based on motion/daylight contribution. T m 0 0 • All control parameters adjustable via wireless configuration romote ! j storing and transmitting sensor profiles. `� _1 �J • FSP 20 mounting heights 9-20 feet 11 / RPA5 RPA4 m1 "° • FSP-40 mounting heights 21-40 feet. - r- r — t 406 TO • Includes 5 dimming event cycles,0-10V dimming with motion sensing,reprogrammable in the field. • NEMA 7-PIN RECEPTACLE(PE7)—An ANSI 0136.41-2013 receptacle HOUSE SIDE SHIELD FSP-211 A provides electrical and mechanical interconnection between photo control cell and luminaire.Dimming receptacle available two or four dimming ,� .�� �. ('./If contacts supports 0-10 VDC dimming methods or Digital Addressable r;i!� 1,� V1� Lighting Interface(DALI),providing reliable power interconnect. 4141 4® ji (I�� �w 140 \O/ OPTICS +� Silicone optics high photothermal stability and light output provides higher 1";. A.,. \ powered LEDs with minimized lumen depreciation LED life.UV and thermal �i`�i� stability with scratch resistance increases exterior application durability. • IES Types rr- 1.--3.---'----7-1-il r----:. rail rd.% ,.,,,..„. ,....,......,,,,,,....., *.,_,..,, 6.„..,j TYPE II(T2) TYPE III(T3) TYPE IV(T4) TYPE V(T5) NLS701 Kingshill Place,Carson,CA 90746 nlslighting.com LIGHTING Call Us Today(310)341-2037 OPTICAL CONFIGURATIONS Rotatable Optics(ROR)Rotated Right,(ROL)Rotated Left options available.Optics field and factory rotatable. (fP) ;\111. .III III. . I= , . IN sti i• •\ / • .. • 1. .4 :**-4 i.:** . K . .::...____;.71._ZE:1 I 1_.7...:111 I:. .1.,_:=77.].;712._ 1 1..7.7".f.21;-_,!;. JE . a BEEK il . w inffla_\ NV-1 /16L NV-1 /32L NV-1 /48L NV-1 /64L NV-2/80L NV-2/96L NV-2/112L NV-2/128L *OPTIC PLATE PAINTED TO MATCH FIXTURE FINISH(OPP)—Optic Plate standard clear anodized,Grade 2.When(OPP)specified,Optic Plate finish will match fixture finish. LUMENS PART NUMBER T2 LM7/W DLC BUG T3 HSS LM/W BUG T3 LM/W DLC BUG T4 HSS LM/W BUG T4 LM/W DLC BUG TS LM/W DLC BUG W LUMENS LUMENS LUMENS LUMENS LUMENS LUMENS NV-1-16L-35-30K 2209 117 P B1-U0-G1 1134 63 - 2106 117 P B1-40.01 1116 62 - 2187 116 S B1-U0-G1 2124 118 P 52-UO-G0 18 NV-1-16L-35-40K 2268 126 P B1-U0-G1 1206 67 - 2286 127 P 8141061 1188 66 - 2250 125 P B1-UO-G1 2304 128 P 624)0-GO 18 NV-1-16L-35-50K 2376 132 P 81-U0-G1 1278 71 - 2394 133 P 81-4061 1260 70 2358 131 P B1-40.01 2412 134 P B2-110G2 18 NV-1-16L-53-30K 3192 114 S 61-40-01 1764 63 - 3220 115 S _B1-UO-G1 1736 62 - 3119 113 S B1-UO-G1 3248 116 S B2-UO-G1 28 NV-1-16L-53-40K 3472 124 P 51-U0-G1 1876 67 - 3472 124 P 81-UO-G1 1848 66 - 3444 123 P 81-UO-G1 3500 125 P 52-U0G1 28 NV-1-160-53-50K 3612 129 P B1-U0-G1 1988 71 - 3640 130 P B1-U0-G1 1960 70 - 3584 128 P B1-40-61 3668 131 P B2-40-61 28 NV-1-16L-7-30K 3960 110 S B1-UO-G1 2268 63 3960 110 S 81-40-01 2232 62 - 3973 109 S 51-40.01 3996 111 S B3-UO-G1 36 NV-1-16L-7-40K 4428 123 P 131-40-01 2412 67 4284 119 P 81-40-01 2376 66 - 4212 117 P B1-JO-G1 4320 120 P 53-10-01 36 NV-1-16L-7-50K 4644 129 P 51-U0G1 2556 71 4500 125 P B1-U0-G1 2520 70 - 4428 123 P 131-U0G1 4500 125 P 53-U0-G1 36 NV-1-16L-1-30K 6160 110 S 81-40-01 3528 63 - 6384 114 S 131-40-01 3472 62 - 6232 112 S 81-U0-G1 6440 115 S B3-UO-G1 56 NV-1-16L-1-40K 6832 122 P B1-U0-G1 3752 67 - 6888 123 P 82-U0-G2 3696 66 - 6776 121 P 52-U0-02 6944 124 P 83-00G2 56 NV-1-161-1.50K7168 128 P 81.40-02 3976 71 - 7224 129 P B24.10-G2 3920 70 - 7112 127 P 82-L10-G2 7280 130 P B3-UO-G2 56 NV-1-32L-7-30K -7810 110 S B1-40-02 4473 63 - 7810 110 S 82-00-02 4402 62 - 7739 109 S 52-U0-G2 7881 111 S 53-UO-G2 71 NV-1320-7-40K 9017 127 P B1-UO-G2 4757 67 - 8449 119 P 52d10-02 4686 66 - 8307 117 P B2-U0-02 8520 120 P 03-10G2 71 NV-1-32L-7-50K 9159 129 P 82-40-02 5041 71 - 8875 125 P B2-UO-G2 4970 70 - 8733 123 P 52-00G2 8946 126 P B3-UO-G2 71 NV-132L-1.30K 11660 110 S 82410.02 6678 63 - 12084 114 S 82-00G2 6572 62 - 11820 112 S B2-U0G2 12190 115 S 84.40-02 106 NV-1-32L-1-40K 12932 122 P 82-110G2 7102 67 - 13038 123 P 132-U0-G2 6996 66 - 12826 121 P 63-00G2 13144 124 P B4-4002 106 NV-1-32L-1-50K 13568 128 P 82110-02 7526 71 - 13674 129 P 63-00G3 7420 70 - 13462 127 P 133-00-03 13780 130 P 64-0002 106 NV-1-48L-7-30K 11440 110 S 82-UO-G2 6552 63 - 11440 110 S 82-U0-G2 6448 62 - 11336 109 S 52-U0G2 11544 111 S 84-U0G2 104 NV-1-48L-7-40K 13208 127 P 62-40-02 6968 67 - 12376 119 P B2-UO-G2 6864 66 - 12168 117 P 132-0002 12480 120 P 8411662 104 NV-1-48L-7-50K 13520 130 P 82-00-02 7384 71 - 13000 125 P 83-U0-G3 7280 70 - 12792 123 P 82-40-02 13104 126 P 54-U0-G2 104 NV-1-48L-1-30K 17160 110 S 83-40-03 9828 63 - 17784 114 S 83.40-03 9672 62 - 17472 112 S 63-00-03 17940 115 S 841JOG2 156 NV-1-48L-1-40K 19032 122 P 53-U0-G3 10452 67 - 19188 123 P 83-40-03 10296 66 - 18876 121 P 53-110G3 19344 124 P 65-00G3 156 NV-1_480-1-50K 19968 128 P B3-UO-G3 11076 71 - 20124 129 P B3-40-03 10920 70 - 19812 127 P 83-0003 20280 130 P B5-0003 156 NV-1-64L-7-30K 14960 110 S 82-40-02 8568 63 - 14960 110 S 83-40-53 8432 62 - 14824 109 S 83-40-03 15096 111 S B4-UOG2 136 14V-1-64L-7-40K 17272 127 P 8311663 9112 67 - 16184 119 P 6311003 8976 66 - 15912 117 P 8311063 16320 120 P 64-10-02 136 NV-1-64L-7-501( 17680 130 P 83-U0-G3 9656 71 - 17000 125 P 53-40-03 9520 70 - 16728 123 P 133-U0G3 17136 126 P 54-4002 136 NV-1-64L-1-30K 22550 110 S 63-00G3 12915 63 - 23370 114 S B3-U0-G3 12710 62 - 22960 112 S 63-00.03 23575 115 S 85-0003 205 NV-1-64L-1-40K 25010 122 P 83-U0-G3 13735 67 - 25215 123 P 83-U0-G3 13530 66 - 24805 121 P 83-U0-64 25420 124 P B5-U0G3 205 NV-1-64L-1-50K 26240 128 P B3-UO-G3 14555 71 - 26445 129 P B3-U0-G3 14350 70 - 26035 127 P B3-UO-G4 26650 130 P B5-UO-G3 205 NV-2-80L-7-30K 19744 116 S B3-UO-G3 9744 58 131-U0G2 19218 113 S B3-UO-G3 9576 57 81-40-02 18992 112 5 83-40-03 19713 117 P 55-U0-G3 168 NV-2-80L-7-40K 21000 125 P 831J0G3 10416 62 01-U0G2 20328 121 P 83-40-03 10248 61 61-0002 20160 120 P 83-40-03 21168 126 P 65-00G3 168 NV-2-80L-7-50K 21672 129 P B3-U0-G3 11088 66 81-40-02 21168 126 P 83-00-03 10920 65 B1-U0-G2 21000 125 P 53-40-03 21840 130 P 85-UOG3 168 NV-2-80L-1-30K 28141 107 S 53-0003 15254 58 61-0003 27352 104 5 53-10G4 14991 57 81-40-63 27089 103 S 83-40-04 28404 108 S B5-UO-G3 263 NV-2-80L-1-40K 30245 115 S 53-U0G3 16306 62 81-110-03 29456 112 S 53-40.04 16043 61 131-40-03 29193 111 S 83-U0-G4 30508 116 S 85-U0-G3 263 NV-2-80L-1-50K 31297 119 P 83.40-64 17358 66 BI-UO-G3 30508 116 S 83-U0-G4 17095 65 B1-40-03 31034 118 P 83-00-04 31560 120 P 65-40-04 263 NV-2-96L-7-30K 23200 116 S 53-40-03 11600 58 81-40-02 22600 113 S B3-U0-G3 11400 57 81-0002 22400 112 S 53-00-03 23400 117 P 85-U0-G3 200 NV-2-96L-7-40K 25000 125 P 53-00-03 12400 62 BI-UOG2 24200 121 P 83-00-03 12200 61 B1-40-02 24000 120 P 83-4)0-03 25200 126 P B5-U0-G3 200 NV-2-96L-7-50K 25800 129 P 53-UO-G3 13200 66 81-40-02 25200 126 P 83-4003 13000 65 B1-U0-G3 25000 125 P 83-40-04 26000 130 P 85-0003 200 NV-2-960-1-30K 33812 107 S 63-00-64 18328 58 BI-UO-G3 32864 104 S 64-1004 18012 57 61.06.03 32548 103 S 63-40-04 34128 108 S 85.40-04 316 NV-2-96L-1-40K 36340 115 S B3-U0-G4 19592 62 B1-UO-G3 35392 112 S 84-00-04 19276 61 B1-U0-G4 35076 111 S 83-40-04 36656 116 S 55-40-04 316 NV-2-960-1-50K 37604 119 P B3-U0-G4 20856 66 811J0G4 36656 116 S B4-U0-G4 20540 65 B1.40.04 37288 118 P B3-UO-G4 37920 120 P 85110-04 316 NV-2-112L-7-30K 28188 116 S B3-UO-G3 14094 58 131-1.10G3 27459 113 S 83-00-04 13851 57 81-40-03 27216 112 S 53-00-04 28431 117 P 55-4)0G3 243 NV-2-1120-7-40K 30375 125 P 53110.03 15066 62 61.00.03 29403 121 P 63-1)0-64 14823 61 61-0003 29160 120 P 63-40-04 30618 126 P 65-1)0-63 243 NV-2-112L-7-50K 31347 129 P B3-UO-G4 16038 66 131-40-03 30618 126 P B3-UO-G4 15795 65 81-40-03 30375 125 P B3-U0-04 31590 130 P 85-40-04 243 NV-2-1124-1-301( 39162 107 S 84-4004 21228 58 131-00G4 38064 104 S 84110-04 20862 57 81-4)0G4 37698 103 S B4-10-G5 39528 108 S B5-UO-G4 366 NV-2-112L-1-40K 42090 115 S 84-U0G4 22692 62 B1-U0-G4 40992 112 S B4-UO-G4 22326 61 B1-UOG4 40626 111 S B4-UO-G5 42456 116 S 85-U0-G4 366 NV-2-112L-1-50K 43554 119 P 04-0004 24156 66 131110-04 42456 116 S 54-0004 23790 65 6111664 43188 118 P B4-UO-G5 43920 120 P 8541064 366 NV-2-128L-7-30K 30740 116 S 83-U0G3 15370 58 81-4003 29945 113 S 53-40-04 15105 57 B1-UO-G3 29680 112 S B3-U0-G4 31005 117 S 85-U0-G4 265 NV-2-128L-7-40K 33125 125 P 83110-G3 16430 62 13141063 32065 121 P 03-0064 16165 61 B11J0-63 31800 120 P 83-4004 33390 126 P B5-UO-G4 265 NV-2-128L-7-50K 34185 129 P 83-0004 17490 66 B1-UO-G3 33390 126 P 64-U0-04 17225 65 B1-UO-G3 33125 125 P 83-US-G4 34450 130 P 85-0004 265 NV-2-128L-1-30K 43763 107 S B4-U0G4 23722 58 B1-4604 42536 104 S B4-UO-64 23313 57 B1-40-04 42127 103 S 84-40-65 44172 108 S 65410G4 409 NV-2-128L-1-40K 47035 115 S 84-4)0-04 25358 62 131-40-04 45808 112 S 84-U0-G4 24949 61 B1-UO-G4 45399 111 S B4-UO-G5 47444 116 S 85-0004 409 NV-2-126L-1-50K 48671 119 P 84-40-64 26994 66 6111604 47445 116 S 84-00-05 26585 65 Bl-UO-G4 48262 118 P 84-U0G5 49080 120 P 135-40-05 409 'DLC S=Standard a P=Premium 2 NLS701 Kingshill Place,Carson,CA 90746 nlslighting.com LIGHTING Call Us Today(310)341-2037 EPA L70/L90 DATA EPA SGL D90 D180 190 T120 QD TEMP. NV-1 NV-2 L70(64L-1050mA) L90(64L-1050mA) L70(128L-1050mA) L90(128L-1050mA) NV-1-DP 0.46 1.14 0.92 1.34 1.37 1.34 25°C 483,000 160,000 483,000 160,000 NV-1-KM 0.54 N/A 1.08 N/A N/A N/A DPX ARM LENGTH NV-1-SA 0.75 1.29 1.50 1.99 2.05 1.99 NV-2-DP 0.89 1.22 1.78 1.96 1.91 1.96 DPX SGL ■ D90 1'ii D180•11-■ T90 - T120 . QD`;' ARM LENGTH NV-2-KM 0.69 1.18 1.38 1.85 2.68 1.85 NV-1 3" 7" 3" 7" 7" 7" NV-2-SA 0.98 1.96 1.75 2.66 2.62 2.66 NV-2 6.25" 11.25" 6.25" 11.25" 11.25" 11.25" MOUNTING OPTIONS 11.25" 10.25" i c3=0cull"r 6.25" 4 r ® �, .ii:\7" 0 DIRECT POLE(DP) cr" ® SWEEP ARM (SA) Standard mounting arm is extruded 3" Cast Sweep Arm includes(as standard) aluminum in lengths of 3"and 7"for NV-1 Internal Quick Mount Bracket. and lengths of 6.25"and 11.25"for NV-2. *Arm lengths may vary depending on configuration / ® kl* 6.20" 4.25" IIP 0.--- c::::0 .9 w I c=0= PI.I WALL MOUNT(WM) _ KNUCKLE MOUNT(KM) Cast Aluminum Plate for direct wall a ® r 1.25" Die Cast Knuckle great for adjustable installation mount.3"extruded aluminum arm /THK on 2-3/8"OD vertical or horizontal tenon. mounts directly to a cast wall mount box. - • Max Uptilt of 110 degrees • Adjustable in 5 degree increments OPTIONAL Optional Cast Aluminum Bracket designed for quick mounting on Direct Square or Round Poles.Cleat mounts directly to pole for easily hung fixtures. QUICK MOUNT BRACKET(QMB) RETROFIT QUICK MOUNT DIRECT POLE(DP6/DP11) BRACKET(RQMB) RQMB I. DRILL PATTERN Longer slot to accommodate existing drill pattern. MO DRILL PATTERN '� \ / 4 �I . o ru I1.5" 151.5" , ,I / " 5. CI r' , ` EIa iRowe p NLS701 Kingshill Place,Carson,CA 90746 nlslighting.com LIGHTING Call Us Today(310)341-2037 SQUARE STRAIGHT STEEL POLE POLES + BASES POLE Shall be Straight Steel Grade B Extrusion with yield of 46,000 PSI. Conforms to ASTM A500 Standards. Poles have ground lug welded inside hand-hole opposite side of the pole extrusion. Pole Extrusion is conjoined to Anchor Base by welding internal to pole shaft and external to pole shaft. Hand Hole reinforcement is Constructed of 3"x 5"rectangular steel tubing which is welded to pole shaft for added strength. ANCHOR BASE Manufactured from A36 Steel rated at 36,000 PSi,conforms the ASTM —A36 standards. Base Plate vary in size from 1"thick for poles 21 feet and over,3/4"thick for poles 10 to 20 feet. COATING All poles have minimum 3mm powder coat finish.All poles are sandblasted prior to powder coat application. ANCHORAGE All anchor bolts are fully hot dipped galvanized and come with two galvanized nuts and washers per bolt. BASE COVER,HAND HOLE COVER AND POLE CAP All poles come with removable polymer pole cap installed. All poles caps are black finish. All base covers are made of aluminum and powder coated to match the pole.The hand hole covers are provided with internal bridge support and also powder coated to match pole finish. =�E, � S.AI" Project Name: Type: Cat# Height Pole Dim. Size PatteBasern Orient Color Bolts Enhancements Square 10' (10) 4"Square .120 in (10'-20) Single Bronze 3/4"x 30" GFI Kit Straight 12' (12) (4S) (11 G) 8 3/16-10 3/16" (SGL) (BRZ) (3430) (GFI) Steel PoleBolt Circle GFI Provision Only (SSSP) ta' (14) 5"Square .180 in (9BC) Double white 1"x 36" (PROV) 16' (16) (5S) (7G) (D-90) (WHT) (136) Galvanized 18' (18) - (D-180) Silver (GLV) 20' (20) 6"Square (SVR) Anti Cor osion (6S) (22'-35) Triple (ACP) 22' (22) 111/2-14" (T-90) • Green 24' (24) Bolt Circle (GRN) Tenon 25' (25) (12BC) Quad Hunter Green 2ate-Round(T2R) 26 (26) (QD) (HGN) 3"Round(T3R) 3'h"Round(T312R) 28' (28) (39') Black 4'V"Round(T412R) 30' 30 15 in (BLK) 3 ST Square(T3125) ( ) Bolt Circle 44 Square(T4123) 35' (35) (15BC) Graphite 515"Square(Ts12s) (G PH) Grey (CRY) Custom (CS) 140 09.2 in 012J ii e r ~�� e4:c, -- . 120 i� I 9.0 in - - \ tio l / --12.0 in 12"Base Bolt Circle 9"Base Bolt Circle POLE EPA DATA Maximum EPA(ft)Allowable POLE HEIGHT POLE DIA. SIZE BASE PLATE BOLT CIRCLE BOLTS BOLTS 80 Mph 90 Mph 100 Mph _ 10' 4"SQ .120 9"Sq.x%" 9 3/16" % x 30" 26.8 18.7 15.5 12' 4"SQ .120 9"Sq.x Y." 9 3/16" %"x 30" 20.5 15.5 9.7 14' 4"SQ .120 9"Sq.x%" 9 3/16" 3/4"x 30" 16.5 11.4 9.7 15' 4"SQ .180 9"Sq.x%." 9316" '/4"x30" 18.2 12.2 10.4 _ 16' 4"SQ .120 9"Sq.x%" 9 3/16" W x 30" 13.5 9.8 8.6 17-W 4"SQ .120 9"Sq.x%" 9 3/16" %"x 30" 12.4 9.0 7.2 18' 4"SQ .120 9"Sq.x 3" 9 3/16" %"x 30" 9.8 7.2 5.4 20' 4"SO .120 9"Sq.x%" 9 3/16" %"x 30" 8.2 5.5 4.0 20' 4"SQ .180 9"Sq.x%" 9 3/16" %"x 30" 14.5 10.0 7.6 20' 5"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 16.2 11.3 7.9 20' 5"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 26.2 21.2 15.4 22' 4"SQ .120 12"Sq.x 1" 12 3/4' 1"x 36" 6.3 3.7 1.8 22' 4"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 11.8 7.9 5.3 22' 5"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 12.5 8.3 5.4 22' 5"SQ .180 12"Sq.x 1" 12 3/0 1"x 36" 21.1 15.2 10.9 24' 4"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 5.3 2.7 1.5 24' 4"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 10.8 6.8 4.2 24' 5"SQ .120 12"Sq.x 1" 12 3/4' 1"x 36" 5.3 2.7 1.5 24' 5"SQ .180 12"Sq.x 1" 12 3/4 1"x 36" 19.8 13.7 9.1 25' 4"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 4.7 2.5 1.2 25' 4"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 10.9 7.4 5.2 25' 5"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 10.2 6.6 1.6 25' 5"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 18.9 13.2 9.6 26' 4"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 4.7 2.5 1.2 26' 4"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 10.7 7.1 4.9 26' 5"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 9.8 6.3 1.3 26' 5"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 18.5 12.9 9.4 28' 4"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 6.0 2.2 1.6 28' 5"SQ .120 12"Sq.x 1" 12 3/4" 1"x 36" 5.8 3.2 1.5 28' 5"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 12.2 7.8 4.6 28' 6"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 21.7 14.6 9.8 30' 5"SQ .120 12"Sq.x 1" 12 3/4' 1"x 36" 5.2 2.3 - 30' 5"SQ .180 12"Sq.x 1" 12 3 1"x 36" 11.6 6.9 4.1 30' 6"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 18.8 12.7 8.3 32' 5"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 10.1 4.9 2.6 32' 6"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 16.6 8.4 5.2 35' 5"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 6.8 2.4 1.9 35' 6"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 12.2 7.1 3.9 39' 5"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 3.1 - - 39' 6"SQ .180 12"Sq.x 1" 12 3/4" 1"x 36" 7.3 3.0 - NLS701 Kingshill Place,Carson,CA 90746 nlslighting.com LIGHTING Call Us Today(310)341-2037 141 r.'23 336 �6e. . -716 61 1 � .° 7x 324 . • 'pp r i ��� ��,��� ���I Elia 9i.... 010001 ... ... i i1 in iii um um „ori MIes¢Eig.Aliial '.4 Iii; 'i. �MIiii.1i MI,I '00 •9• 9 'pp 'pp pi i i 'ii if M AI 1 fiNii l■1liMI.l ° GM lair.• 1 .•01.11I ° a i■ilai■■■h fW1.iR'a'IMiMI IMi'IQIIIIPS/E f MIlitl OFFMNIIIN if11wIM■ •i ,.j - 9 >65 1� eta.. ���I.a o, •o, 'y MI MIAMI Ali -TIMI mum ii -- nue mg"- 1 o ww..w.a 9�awr�iwww wwrall wwrwrwwnr WOE�i�ili f1 i as ,i it �. f7lrf�r7Q If71f7NIS■.fl I•S!I- »n '1R:RiTA - �b Iwww I�wwl 9 �If!�l��ff!� !=ru1.r &!1.1 ��� u■■ ewes nos; 1i MI ii_ ���h uu sal. 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'a t,�9-4;1E13r.3EIm7r IG3 , t9 632 15 i9 •:L..im Am iE1111 L1•Jt•0 , na a i 2 m0 mt ID 9N 2.11 !r n6 , '1,.° 'an u, Il ELITE IU4v1ii8f 60aoL SHALLOW RECESSED MO 59.5 I vOWNETRIC LUMINAIRE• a9 al '>,N • IImo] Ds I'aa t a> • p9.. y,:'ay .I 4•62!1•s. i. i0 'aa' 327 1: 3111 a.•Ib. ae' T 811;"ass -.. 1013•is .. d, 1. .. aw'xix'ae 3 dl.a. .I r .249 2.34 Y __ •a J, .340 032 I IIII r+ .1 - - ...n..� O 2RS ELITE H6-LED-1200L ND]SK<L- ] I y ° e.+ 1] J 6 6pw»l9M 1303 Nina. 1305 16.1 _ , a, . aye 'a- 'no JI 7 a. •a aTgi _ 7 --- ▪ ] 37,a Aid ] MIH x32' '1 _ d, >a ae a .,x a j%, 3211 a, a, u9 I a . �e D ]] a. xi a,y . ., ae •.9 l3 x,11 .. .no , 4•6 a• a� 32 ELITEm 9, 900 lumens ,37 ,._ •1311 •a 320 a )r 1 4A a al J, .3 1.,7 , ' Ede•' 329 •i Y 3 t�I N••3 a a:''xi. m•d-•n9 �. .x »,.ELY'al u e ,i�a9 •y' 1 . xis•W.:- d a VHH6LED-900La.Da5K4---6 , y a a »32.'13• 'al 'aw'av ,. 'at • • . �. m 1 = 77•61 av a • , e] ale v ac 33 MIH 3 i J -o '1.x '3232'a IMS 32 s: a, i6 .,y'. 322'k 932. ,•W11 'x409' .+329• -:a�is Yo ••� 'r9 a Ga x a�5 b•ma I L I a, y_ L U_ N� �,• 5 ELITE 0-40.50 o mounted V•50,0 -.. -S4it 49.4 9 , u2 'a. 'a• 'aa 'sa , e; 'xn ..-. :. m ,i -.-- lu n I M 140«3-3514-55 lulu.. •6 a • R.. O 'a 3 ELITE MIH D 3000,140 35K EL-63wN0210 lumens-3000 lumN- 3066 34.3 N 0 13 ELITE 00 D-2000L 0D-35NCL.6.40940040-2000 lumen. 2128 26.2 O O K 3 9324 LED I20V Raa.n= Krtstall small nne.n] LED 250 0 ............. • ° O m 4 '4NmmW CL64-LEO/15000.-0/100/10.Formal aluminum frame,doer 2064 23.0274 P 'uyW.owwa SFR RR 1:31 swots oral Milner wn..swots o4 - 0 3 B . LED-I20V R...S. .mal *Want LED t 350Designer Q aW Designer 2 LEVEL MO RAN Date ... . 10 M.LqK Bow-29.x-3.3001u.,ma O,ROa3r•... -. -no 22.2 9/30/2016 0015' . . - _... R Scale - Not to Scale •• t O 4 ELITE 0.L6,0.10 0 0 0.-0165 3 3.120- UNIVERSAL r SURFACE MOUNT LID 947 14.3 Drawing No. _-- Mall V.ell e S • 3514 MODULE %...._ i ur-mart' 411 ELITE HHMD1.ED-2000L-WD-3514-V 1lumens.-Ie ones e•x000 2039 26.2 1 u -0.L4.14 lumens wide bean iofi Submitted by C.M.Buck&Associates Catalog Number: Type: Job Name: HH6-LED-1200L-DIM10-120-MD- Onyx Office Suites-1st floor&2nd floor 35K-90 J uck 'associates, inc. Notes: CMBL18-29015 HH6-LED 6" ARCHITECTURAL HIGH LUMEN Catalog Number HH6-LED LED DOWNLIGHT Project Name Type SAMEAVIAY) /veto1),, o t,' I o �10' c.... 1 lag . .. ,i \ • -co- Igo F 0 Height=5-3/4" INPUT VOLT. INPUT FRED. INPUT CUR. THD POWER FACTOR WATTAGE LUMENS I , 0 Trim Aperture=6" a : 0_': 120/277 50/60Hz 458mA/199mA <20% >0.9 55W(+/-5%) 4000 ` -� 7 0 Cut-out=6-3/4" _, 120/277 50/60Hz 342mA/148mA <20% >0.9 41W(+/-5%) 3000 120/277 50/60Hz 225mA/97mA <20% >09 27W(+/-5%) 2000 O Trim Outside Dia.=7-3/8" 120/277 50/60Hz 175mA/76mA <20% >0.9 21W(+/-5%) 1500 0 Width=16" 120/277 50/60Hz 142mA/61mA <20% >0.9 17W(+/-5%) 1200 0 Length=20"-33" 120/277 50/60Hz 100mA/43mA -<20% >0.9 12W(+/-5%) 900 E DESCRIPTION-6"LED dedicated Architectural New Construction Downlight with integral LED heat management casting and driver(installed on junction box).Available in 900 lumens,1200 lumens,1500 lumens,2000 lumens,3000 lumens&4000 lumens.ELITE's eco-friendly MAXILUME LED system is Energy Star and California Title 24 compliant and features 70%lumen maintenance at 50,000hrs of fife.Our lighting adds comfort to any environment while using 50%less energy than the common CFL downlight. FEATURES-MAXILUME LED luminaires are ideally suited for use in hospitality,health care,commercial, academic *S♦PROUDLY �1 * ASSEMBLED in eaurJ institutions,retail and other architectural applications. AMERICA us OPTICS-MAXILUME LED Optilux technology combines unmatched performance with visual MOUNTING BRACKET-Constructed from 16 gauge steel and is supplied with C-channel comfort.Spun 0.05"thick 1-step anodized reflector has been designed to gather the light that are adjustable up to 28".Mounting bracket maybe adjusted up to 2-3/4"vertically from scattered by the LED chip and shape it into functional beams that minimize brightness and inside the housing. glare,while eliminating lamp image.Reflector offers a 45-55 degree cutoff and smooth frost Solite diffuser distributes light even throughout the workplace in 3 different distribution;Wide LED DRIVER/JUNCTION BOX-The LED driver is rated for 50 to 60Hz at 120V/277V 6 (WD),Medium(MD)and Narrow(ND). input,produces less than 20%THD,and has a power factor between 90%and 100%and is thermally protected for additional safety.MAXILUME's LED driver PERFORMANCE-Operating system delivers 900,1200,1500,2000,3000&4000 lumens. is installed on the junction box cover so it may be serviced from below the ceiling. All MAXILUME LED luminaires are rated at 85+,90+and 98+CRI,and are binned to within UL Listed for through-branch circuit wiring,provided with four 1/2"knockouts,one 3/4" o' 3 MacAdam ellipses.Elite's highly selective LED chips produce zero ultraviolet and virtually knockout and four Romex knockouts with true pryout slots and strain clamps.Designed for - no infrared light.All LED luminaires are rated and tested to LM-79 and LM-80 standards by straight through conduit runs. z an independent laboratory. n OUR WORD-The MAXILUME LED lighting system carries a five-year carefree warranty for I THERMAL MANAGEMENT SYSTEM-Using a proprietary cooLED Advanced Thermodynamic parts and components.(Labor not included.) Design, Die-cast aluminum housing and heat management system are engineered for > extremely long life and service period.Heat sink is attached to top of reflector.The LED light DIMMING INFORMATION engine is attached to the die-cast heat sink and is easily replaceable and upgradable.Our DIM10(0-10V 1%Dimming) n die-cast system pulls the heat form the LED chip,allowing continued cool operation for years. LUTH(Luton®Hi-LumeA-Series 3-Wire or Eco System 1%Dimming up to 4000 lumens only) _ Life tests have shown the MAXILUME light engine output will be maintained at 70%of initial LUT2W(Lutron®Hi-Lume A-Series 2-Wire Forward Phase Control 1%Dimming in 120V only _ at 50,000hrs of operation. and up to 3000 lumens only) n, ELD010(EldoLed 0-10V 1%Dimming up to 3000 lumens only,consult factory for the n DIMMABLE-The MAXILUME LED system is shipped standard with a 0-10V driver which EldoLed driver options) H can be dimmed down to 1%of initial light output with a 0-10V dimmer when ordered with DIMTR(Triac&Electronic Low Voltage Dimming) c the following options(DIM10-120,DIM10-277).Fixtures can also be shipped with a Lutron 7) Hi-lume A series driver which can be dimmed with Lutron Dimming Systems when ordered LISTING > with the following options(LUTH-120,LUTH-277), Lutron®Hi-Lume A-Series(LUT2W-120) c-UL-us-listed for Wet Location if used with HH6-6501 LED Driver options: r- 2-Wire Forward Phase Control 1%Dimming in 120V only,or EldoLed 0-1 OV 1%Dimming, Trim. OPTOTRONIC OSRAM consult factory for other EldoLed driver and other driver options.Triac&Electronic Low c-UL-us-listed for feed Through Wiring.LM79/LM80 Dimmable LED Power Supplies - Voltage dimming driver also available when ordered with the following options(DIMTR-120). U.S Patent No.-D685,118S n All fixtures with 4000L and below are dimmable down to 1%and the fixtures with 6000L andCP-City of Chicago environmental air(CCEA)marking OLVTRON = above can be dimmed down to 10%. for plenum applications. .,.len wwawee I- MOUNTING FRAME-Die-formed construction for maximum heat dissipation and rust protection. c 3 Example.HH6-LED-900L-DIM10-120-MD-30K-HH6-6501-CL-WH rn II115.1.I n Z LUMENS/DRIVER TRIM TYPE REFLECTOR/ TYPE I rl S - VOLTAGE OPTICS OCT CRI EMERGENCY NO DISC WITH DISC RING FINISH DISC r HH6-LED 0900.-DIM10 01200E-0IM10 01500E-DIM10 020601-DIM1O 0120 DWD(77-751 027K 085+ OEMG-LED DHH6-6501 0HH6-6509 DCL-WH DBLUE ^' 0900L-DIMIR 01200E-DIMIR 01500E-0IMIR 02000E-DIMIR 0277 0MD(55"601 030K 090+ 01NTG-EMG-LID 0HH6.6507 DHH6-6510 DCL-5O1 0 RED 10 0900L-LUIH D1200L1J1H• 01500L-LUTH- 02c00.-UJIH- 0347 D ND(35.-40") 035K 098+ 0HH6-6521 0HH6.6511 DSHZ-SHZ DGREEN O 900L-UT2W 01200.1u1SW' 0150..LtnWJ 02000L-LUT2W 040K 0HH6-6522 0 HH6-6528 05HZ-WH 0 FROST C 0900.$0010-.1 D 12001$0010-.1 D 1500.$D010-.1- 02000L$D010-.1 0 50K 0 1*16-6523 0 W-W11 0 AL O 0900L$DCOP I-.1' D 1200.-aDODNJ-.1 01500..BD01141J-.1 020001-ancoVI-.1 0 1-11-16-6525 0 Me-WH 0 BZ D 90EL-flDODNO(-.1 a1200.$DOINX-.101500.-aDODPA(-.1 020001-0_DODMx-.1 0HH6-6577 OWT-WH 0 W 30001 SERIES 4600L SERIES OTHER OPTIONS OPTIONS Z 03000E-DIM10 04000.-0M10 0 CP-CHICAGO- O INTO(Reflector shipped with pre-punched role to accept I- 03000E-1UIH 0400cL-11fIH PLENUM INrGEMG-&UO - 03000L-LUT2W 040001-HD010-.1 C 03000LaDo10-.1' 040001-ELDODNJ-.1 TRIMLESS TRIM OPTIONS I 03000L-11.00101 1-.1' O400q.-ELDODNe-.1 O HH6-T-650, OCL -H 030001-flDODMR-.1- 0 HH6-TL-6507 0SHZ 'LUT2W and DIMTR are available in 1205 only 'LUTH,ELD010-.1,ELDODALI-.1,and ELDODMX-.1 are available in 120V and 277V '50K series are available with 85+CRI only "56+CRI is available In 27K,30K and 40K only MAXI LU M E WWW.MAXILUME.COM•TEL 1-877-375-5555•FAX 1-877-375-3333 ISSUE 17114 Rew.1.11 Submitted by C.M.Buck&Associates Catalog Number: Type: Job Name: HH6-LED-1200L-DIM10-120-MD- ceitsB Onyx Office Suites-1st floor&2nd floor 35K-90 J uck$n associates, Inc. Notes: CMBL18-29015 6" LED OPTICS FOR #1011 4.1101 41111.1111111& 41-0140 EXAMPLE:HH6-6501-CL-WH L\—� EXAMPLE:HH6-6521-CL-WH d` 1 HH6-6501-REFLECTOR WITH DIFFUSE LENS A HH6-6521-STARDUST DECO RING GLASS WITH DIFFUSE LENS• • REFLECTOR/RING FINISH: REFLECTOR/RING FINISH: A=7-1/4" CL-WH CL-SCH WF-WH SHZ-WH W-WH SHZ-SHZ MB-WH w=7-3/e- CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH s=I" PATENT NO.D685,118 S 6" C=5-IH" .1 41111111.010) ((7 , di, EXAMPLE:HH6-6507-CL-WH EXAMPLE:HH6-6523-CL-WH 1._----;,---- .1 HH6-6507-WALL WASH REFLECTOR WITH DIFFUSE LENS HH6-6523-PRISM DECO RING GLASS WITH DIFFUSE LENS REFLECTOR/RING FINISH: A-7-1/5 REFLECTOR/RING FINISH: A=7-1/4" CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH Eill •WP.°) 01111111 Allrark El } 4111144 EXAMPLE:HHB-6577-CL-WH 0111, EXAMPLE:HH6 6522-CL-WH i_—A _i „ HH6-6577-DOUBLE WALL WASH REFLECTOR WITH DIFFUSE LENS A HH6-6522-EURO DECO RING GLASS WITH DIFFUSE LENS 6 REFLECTOR/RING FINISH: A REFLECTOR/RING FINISH: A=7-1/4' CL-WH CL-SCH WT-WH SHZ-WH W-WI-1 SHZ-SHZ MB-WH CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH 11=1.. — m % k. w ' 1111111O, EXAMPLE:HH6-6509-CL-WH A EXAMPLE:HH6-6525-CL-WH A D 7) HH6-6509-DECO GLASS REFLECTOR WITH DIFFUSE LENS HH6-6525-CENTRAL ETCHED FLOAT GLASS WITH DIFFUSE LENS n REFLECTOR/RING FINISH: A-' " REFLECTOR/RING FINISH: A=7-I/4 CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH GLASS FINISH: H BLUE,RED,GREEN,FROST m 0 H '.--------4-1-,.....m„,,,,,— IMS/ P II • e � � I I 0111E4111i _ EXAMPLE:HH6-6510-CL-WH A -I EXAMPLE:HH6-6511-CL-WH HH6-6510-DOUBLE RING GLASS WITH DIFFUSE LENS HH6-6511-TRIPLE RING GLASS WITH DIFFUSE LENS L • i REFLECTOR/RING FINISH: A-7-14.. REFLECTOR/RING FINISH: A-7-1/4 CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH B-17/8 CL-WH CL-SCIWT-WH SHZ-WH W-WH SHZ-SHZ MB-WH -=2-3/4" r-- GLASS FINISH: GLASS FINISH: C BLUE,RED,GREEN,FROST BLUE,RED,GREEN,FROST 3 m Z 4 m 0 ,,,e- (t.:: EXAMPLE:HH6-6528 L- A _ EXAMPLE:HH6-6541 HH6-6528-REFLECTOR WITH ALUMINIUM DISC AND DIFFUSE LENS A=7-,/4.. n HH6-6541-REFLECTOR WITH FROSTED CYIJNDRICAL GLASS REFLECTOR FINISH: s=r in REFLECTOR FINISH: CL-WH CL-SCH WT-WH SHZ-WH W-WH SHZ-SHZ MB-WH ALUMINIUM CL-WH SHZ-SHZ DISC FINISH: DISC AL,WH,BZ MAXIME Due to the changes of constant improvement in LED technology,all details are subject to change without notice. I�� Consult factory for up to date information. Il Submitted by C.M.Buck&Associates Catalog Number: Type: Job Name: HH6-LED-1200L-DIM10-120-MD- Onyx Office Suites-1st floor&2nd floor 35K-90 J uck,0'associates, Inc. Notes: CMBL18-29015 6" LED PHOTOMETRY HH6-LED-4000L-DIM10-120-WD-40K-HH6-6501-CL-SCH TEST NO.:EL-041411 INPUT WATTS:52.6 LUMENS:3939 CRI:90+ EFFICACY:75 CCT:4000K SPACING CRITERIA:1.06 Candle Power Distribution(Candelas) Zonal Lumens Summary Luminance(Average candela/M2) Lumens Per Zone Candela Tabulation M_ Zone Lumens %Lamp %Fixt Angle Average Average Average Zone Lumens II ,`,- 0-20 1098.19 N.A. 27.90 In 0° 45° 90° 0 2856.55 em Degrees 0-10 276.83 5 2877.78 7p 11`, '' 0-30 2196.83 N.A. 98.50 30-40 821.36 25 2558.87 7m 0-40 3142.83 NA. 79.80 45 63707 67183 57724 20-30 1218.6 1 0-60 3880.33 NA. 98.50 55 29587 25482 14435 30-40 946,02 25 2558.87 1� ,. ea' 00-80 3935.35 NA.0 3939.12 NA. 9100.00 0 65 14393 6182 1988 40-50 0-60 585 0 35 1645.34 75 2156 1799 798 45 867.38 Se, 85 4556 3607 528 60-70 4744 55 266.87 no 10 70-80 7.59 65 47.70 ../,' 80-90 3.76 875 5 58. .74 211116 20^ Coefficients of Utilization-Zonal Cavity Method 90 519 lm Effective Floor Cavity Reflectance 0.20 Cone of Light RC 80% 70% 50% 30% 10% 0% 40 179 5.6 ft RW 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30%10% 50% 30%10% 0% 8.0 44.6 1129 0 0 119 119 119 119 116 116 lie 116 111 111 111 106 106 106 102 102 102 100 C 1 113 110 107 104 110 107 105 103 103 101 100 100 98 97 96 95 94 92 12.0 19.8 16.8 ft R 2 106 101 96 92 104 99 95 91 96 92 89 93 90 87 90 87 85 84 ME 2 3 100 93 87 82 F 98 91 86 82 88 84 80 88 82 79 84 80 78 76 1IIMEMEEEEM 4 94 85 79 76 92 84 78 74 82 ]] 73 80 75 72 78 74 71 69 20.0 7.14 28.1 ft St 5 88 79 72 67 86 78 72 67 76 70 66 74 69 66 72 68 65 63 C 6 83 73 66 61 81 72 66 61 70 65 61 69 64 60 68 63 60 58 24.0 4.96 33.7f/ 0 7 78 68 61 56 77 67 61 56 66 60 56 64 59 55 63 59 55 53 I1i; a 8 74 63 56 52 72 62 56 52 61 55 51 60 55 51 59 54 51 49 D.ileri<:to Ra^e ,.'' era.nn O 9 70 59 52 48 68 58 52 48 57 52 47 56 51 47 55 51 47 46 2 10 66 55 49 44 65 55 48 44 54 48 44 53 48 44 52 47 44 42 BEAM Du.MEASURED AT 50,or NADIR F.c. RC-Ceiling Cavity Reflectance RW-Well Reflectance HH6-LED-4000L-DIM1 0-1 20-MD-40K-HH6-6501-CL-SCH TEST NO.:EL-041412 INPUT WATTS:52.7 LUMENS:3616 CRI:90+ EFFICACY:69 CCT:4000K SPACING CRITERIA:0.92 Candle Power Distribution(Candelas) Zonal Lumens Summary Luminance(Average candela/M2) Lumens Per Zone Candela Tabulation --_- Zone Lumens %Lamp %Fitt Angle Average Average Average Zone Lumens >! El 0-20 1219.25 NA. 33.70 In 0° 45° 90° 0 3435.59 m° Degrees 0-10 891,655 3469.07 874 "`` r 0-40 3061.47 NA. 84.70 45 48335 53500 37027 2 0-30 2250.75 NA. 62.30 0 30 1031.510 15 3262.460-60 3578.9 NA. 99.00 55 16283 6" 700 20-30 ea' 3612.17 65 30-40 810.72 25 2425.99 1746 II- 0-0 3615.6 N A. 100.00 1879 1441 6958 50-60 03.59 35 624 04 7 75 8221 7 1554 637 45 1423.9 ./,'' 40, S0, 85 4317 3337 427 60-70 27.37 55 170.53 29232923 , 70-80 5.90 65 8.88 80-90 3.430• 3487 R Coefficients of Utilization-Zonal Cavity Method 85 6.87 90 5.86 - - Effective Floor Cavity Reflectance 0.20 Z Cone of Light RC 80% 70% 50% 30% 10% 0% n 4.0 215 4.6 ft RW 70% 50% 30% 10% 70% 50% 30% 10% 50% 30% 10% 50% 30% 10% 50% 30% 10% 0% I 8.0 53.7 9.2 ft Q 0 118 119 119 119 116 116 116 116 111 111 111 106 108 106 102 102 102 100 D 12.0 23.9 13.8 ft I- 1 113 110 107 105 111 108 106 103 104 102 100 100 99 97 97 96 94 93 C 2 107 102 97 94 105 100 96 93 97 94 91 94 91 89 91 89 87 85 77 16.0 13.4 18.5 ft 3 101 94 89 85 99 93 88 84 90 86 83 88 84 81 85 82 80 78 4 95 87 81 77 94 86 81 76 84 79 75 82 78 75 80 77 74 72 0 20.0 8.59 23.1 ft > 5 90 81 75 70 88 80 74 70 78 73 69 77 72 69 75 71 68 67 I 9 8 85 76 69 65 80 75 69 64 73 68 64 72 67 64 70 66 63 62 7.4.0 5.96 27 7 ft 0 7 81 71 64 60 79 70 64 60 69 63 59 67 63 59 66 62 59 57 -8 6 76 66 60 55 75 66 60 55 65 59 55 63 58 55 62 58 55 53 w.�.� I ,.�.I�, 0 9 72 62 56 52 71 62 56 52 61 55 51 80 55 51 59 54 51 50 a C 10 69 59 52 48 68 58 52 48 57 52 48 56 51 48 56 51 48 46 m 6009 DIA.W.A.AT 50%0f NADIR F.C. RC-Ceiling Cavity Reflectance RW-Wall Reflectance n H C HH6-LED-4000L-DIM1 0-1 20-ND-40K-HH6-6501-CL-SCH TEST NO.:EL-041410 INPUT WATTS:52.7 LUMENS:3873 CRI:90+ EFFICACY:73 CCT:4000K SPACING CRITERIA:0.66 Candle Power Distribution(Candelas) Zonal Lumens Summary Luminance(Average candela/M2) Lumens Per Zone Candela Tabulation I ---- Zone Lumens %Lamp %Fi,d Aa9b Average Average Average Zonein Lumens 0 0-20 167634 N.A. 43.30 Degrees Cr 45° 90° 0-10 546.46 0 6093.25 Cl 1627 11 ;' 0-30 2643.37 NA. 68.30 10-20 1129.89 5 4191.80 i 70,li 0-40 3442.9 NA. 88.90 45 35858 54091 18754 20-30 967.02 15 4391.80 0-60 3844.88 NA. 99.30 55 5118 9770 389630-00 799.53 25 2345.11 r- 9054 ,, 0 90 3872.86 N A. 100.00 65 3135 3095 2009 40-50 343.21 35 1252.26.8 C ,' 75 1909 1367 618 45 462.96 3 Np85 5090 3789 421 60-70 18.56 55 53.60 u80 �,, 40r 70-80 5.58 65 9.029 Z 80-90 3.85 75 9.02 Z / VCoefficients of Utilization-Zonal Cavity Method 85 8.10 8107 90 7.63 in- 2P Effective Floor Cavity Reflectance 0.20 I Cone of Light RC 80% 70% 50% 30% 10% 0% 0 4.0 381 2.7ft RW 70% 50% 30% 10% 70% 50% 30%10% 50% 30% 10% 50% 30%10% 50% 30% 10% 0% H 8.0 95.2 5.50 0 0 119 119 119 119 116 116 116 116 111 111 111 106 106 106 102 102 102 100 0 MIEr 1 114 111 108 106 111 109 106 104 105 103 101 101 99 98 97 96 95 93 2 108 103 99 96 106 101 98 95 98 95 93 95 93 61 92 90 89 87 3 16.0 23.8 1111 3 103 96 91 87 101 95 90 87 92 88 85 90 86 84 87 85 63 81 m 4 97 90 84 80 96 89 84 80 87 82 79 85 81 78 83 80 77 75 EICIF=IIIIM 0 5 93 84 78 74 91 83 78 74 82 77 73 80 76 73 78 75 72 70 H C 6 68 79 73 69 87 78 73 en 77 72 68 78 71 68 74 70 87 68 24.0 10.6 16.5 ft 0 7 84 75 69 65 82 74 68 64 73 68 64 71 67 64 70 88 63 62 7J 0 8 76 70 65 61 79 70 688 -<57 69 64 60 64 63 60 67 63 60 55 0 9 76 67 61 57 75 66 611 57 65 60 57 60 57 64 59 56 55 R 10 73 63 58 54 72 63 57 54 62 57 54 61 57 53 81 56 53 52 6MM DIA 1605000 Ares OF NAM F.C. /��/ RC-Ceiling Cavity Reflectance RW-Wall Reflectance MAXI L U M E Due to the changes of constant improvement in LED technology,all details are subject to change without notice. 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C a O C os 3 g s i.' ¢ zU- (° a 00 O N 0000 $ it ¢ 2 o�nme mmn mmn N U W OIIWH AIIAWO WOOH Z fffOJJJ O O F U M j I. x N U W 011tltl AllAtlO WOOtl y N V W OI1YN Al/A YJ NOOtl LU CC J J W 0 N J b b Arn V r.. J m a x o lira c 2 Y c c c = _ U v = y;ii M a . _ 1 ., CL. 0< .6 cr, = C� n ', A m e N 2°) y ', , c et X07 n ',,,,'3 § - - m' J r c A 6 N� Fir .41111110 N G^ I ir , C^ I Fr 3 , p J 11' e xz v 3 § m _? v d 3 3 1 z? v PiliE E 2 c Submitted by C.M.Buck&Associates Catalog Number: Type: Job Name: BEAU - 28" SCONCE Onyx Office Suites-1st floor&2nd floor CIVIBuckg'associates, Inc. Notes: CMBL18-29015 SPECIFICATIONS B EAUTM ITECTURAL SCALE, WET-LI • i . r ; i .t SPECIFICATIONS • High Efficiency,fully integrated proprietary LED Module • IP66 Rated • 120-277V Input • 100,000+hours rated life time • 10 Year Limited Warranty(excludes shade) • Title 24 Compliant • LAMPING • • 3500K standard, 3000K(optional, lead time may apply) • 90 CRI minimum • 100+LM/W Performance • (23W)2300 LM for 28.5" light module • (37W)3700 LM for 58.5" light module • 0-10V Dimming(100-10%) CONSTRUCTION • Fixture shell(shade): Stamped steel with industrial powder coat and high impact acrylic Shown:BEAU 30"with Graphite Finish APPLICATIONS Polar Candela Distribution • Direct/Indirect Luminaire for Exterior Applications 75 Iso°170°160° 150° 140° • Flanking Doors, Lobby Entrances or Between Windows 63 130° • Suitable for Marine Applications, • Materials Specifically for use in Corrosive and 50 120° Harsh Environments 38 SIZES 25 Oil 110° 13 100° • 28.5" L x 7" W x 5.25" D • 58.5" L x 10"W x 6.5" D CD: o so° 13 80° WEIGHTS 25 70° • 28.5" - 18 Ib 38 • 58.5" -36 lb 60° 50 MOUNTING 63 50° • J-Box 3.0 or 4.0 at center or end of fixture 75 VA: 0° 10° 20° 30° 40° • Steel mounting system with mounting plate and cover ■ -0°H -45°H with rubber gaskets between the junction box and ■ -90°H • -67.5°H mounting plate • Can be mounted vertically or horizontally a Lva,4.,. Cit.). LED-BASED ARCHITECTURAL LIGHTING 918 PARKER STREET,SUITE A14,BERKELEY,CA 94710 P:408.394.3054 WWW.ALVALIGHT.COM p.1 of 2 BEAU-12-2016 Submitted by C.M.Buck&Associates Catalog Number: Type: Job Name: BEAU - 28" SCONCE Onyx Office Suites-1st floor&2nd floor R C11/113uck8'associates,Inc. Notes: CMBL18-29015 SPECIFICATIONS BEAUTM RCHITECTURAL SCALE, WET-LISTED EXTERIOR WALL SCONCE BEAU METAL FINISHES .11 GR-Graphite(Powder Coat) EOB-Enviro Oil-Rubbed Bronze(Powder Coat) ESN-Enviro Satin Nickel(Powder Coat) 1111 0 0 BEAU ORDER CODE BEAU MODEL LENGTH METAL TRIM Beau 28-28.5" Powder Coat Finish Options 58-58.5" ESN - Enviro Satin Nickel OEB - Enviro Oil-Rubbed Bronze GR - Graphite 9.2of2 Submitted by C.M.Buck&Associates Catalog Number: Type: Job Name: RL67O-100OL-DIMTR-120-40K- Onyx Office Suites-1st floor&2nd floor 90-W-WH S uck,$'associates, inc. Notes: CMBL18-29015 RL670 Catalog Number RL670 UNIVERSAL 6"&5"SURFACE MOUNT LED MODULE Project Name Type SAME BAG SNIPPING AVAI COMPATIBLE WITH MOST JUNCTION BOXES AND 6" AND 5" HOUSINGS ENGINEERED FOR VERSATILITY AND PERFORMANCE The Elite RL670 has been engineered for New Construction,Remodel and Retrofit applications for 6 and 5 inch downlights as well as applications in standard junctions boxes.Dedicated housings install the same way as our standard incandescent downlights and include features such as adjustable,lockable and tilting bar hangers. Over 1000 usable lumens are directed from the luminaire to the work surface.Lighting is smooth and comfortable, all while using 75%less energy than the equivalent 65W BR30 and 25%less than the common 18W CFL.Plus the Elite RL67O features 50,000 hours of life,and California Title-24 compliance. --- --- INPUT VOLT. INPUT FRED. THD POWER FACTOR INPUT POWER LUMENS - � - 120 5W60142 <20% >0.9 14W(+1-5%) 1000 1 FEATURES Greater light output than an 18W CFL or a 65W BR30 while consuming less than 14W of power. Fits in most 6 and 5 inch downlight housings and junction boxes. loom LUMENS / OPTICS The Elite-Engineered LED Module system is much more than just a simple LED retrofit.The Elite LED system is a DIMENSION highly engineered work of design and optical science which produces over 1000 lumens!Our meticulously crafted optics gather the light scattered by the LED chip and shape it into a functional beam with uniform light distribution. 7-3/8'i, DURABILITY 8-'N. Die-cast aluminum housing and heat management system are engineered for extremely long life and service period.Without proper heat management,any LED luminaire will fail.Our die-cast system pulls the heat from the LED chip,allowing the continued cool operation for years.Lite tests have shown the Elite RL670 light output 2-5 1 6 • - iPiS41►17 will be maintained at 70%of initial at 50,000 hours of operation.Our superior design allows for installation in construction that requires the Elite Air-ShutTM system.Our LED driver is rated for 50 to 60 Htz at 120V input, produces less than 20%THD,has a power factor between 0.90 and 1.00 and is thermal protected for additional safety.For installations requiring a 277V driver please consult the factory. Fits square J-Bo,with n-1. '25'depth P REPEATABLE INSTALLATION Repeatability means quality.From our chip selection process,to our driver,to the thermal management,the Elite RL670 Module is engineered for quality.All Elite LED luminaries are rated 0+CRI,as rated and tested to LM-79 and LM-80 Z standards by a certified laboratory,and meets the California Title-24 compliance standards.Elite's highly selective LED •Comes with industry standard torsion chips springs produceg zero ultraviolet and virtually no infrared light. _ mounting clips that can be adjusted to fit in most junction boxes and most 6"and 5"downlight DIMMABLE housings,Custom designed bracket included for The Elite RL670 lighting system is dimmable down to 10%by using an approved dimmer.Refer to dimming matrix mounting in standard size junction box. for more information. INTERCHANGEABLE ,� The Elite RL670 LED system fits in most junction boxes,our dedicated(LD6IC-AT,LD6RIC-AT,LD5IC-AT,LDSRIC- O uL ps st AT)housings and our existing 6"and 5"Incandescent housings. LISTED ADAPTABLE 3 CERTIFICATIONS •UUcUL Listed for 0 •cULus Damp Location All Elite RL670 luminaries are shipped standard with our custom engineered Edison adapter.This adapter assembly o •RoHS •California Title 24 allows the luminaries to install directly into existing Elite 6"and 5"incandescent downlight housings and most c •IECC •Washington state other 6"and 5"incandescent downlight housings.GU24 style socket base adapters also available upon request. m •New York state •LM79/LM80 1 OUR WORD The Elite LED lighting system carries a five-year carefree warranty for parts and components.(Labor not included) � WWW.IUSEELITE.COM•TEL 1-877-375-5555•FAX 1-877-375-3333 L. eIILer-LED LIGHTING Ss9gUF�1mfl2�a/N.�.1 Submitted by C.M.Buck&Associates Catalog Number: Type: Job Name: RL670-1000L-DIMTR-120-40K- c Onyx Office Suites-1st floor&2nd floor 90-W-WH S uckAis associates, inc. Notes: ch1BL 10-25015 RL670 UNIVERSAL 6"&5"SURFACE MOUNT LED MODULE Example:R1670-1000L-DIMTR-120-30K-90-W-WH Rt.67u TYPE 1000L SERIES CCT CRI FINISH RING TRIM OPTION RL670 ❑1000L-DIMTR-120 ❑27K ❑90+ 0 W-WH 0 RL670-RT-BK 0 GU24SA 0 1000L-DIMTR-MVOLT ❑30K ❑RL670-RT-BZ GU24 SOCKET ADAPTER ❑40K 0 RL670-RT-SN AVAILABLE COLOR INSERTS FOR RL670-6"RETROFIT RING TRIM r .47) rn) , RL670-RT-BK RL670-RT-BZ RL670-RT-SN Ordering Guide for Compatible Housing Ordering Guide for Compatible Housing A, , - � 'T ,... , r11 '., . IC-New Construction Non-IC New Construction IC-For Remodel Non-IC For Remodel IC-New Construction Non-IC New Construction IC-For Remodel Non-IC For Remodel LD6IC LD6-AT LD6RIC-AT LD6R-AT LD5IC-AT LD5-AT LD5RIC-AT LD5R-AT HLD6IC-AT HLD6-AT HLD6RIC-AT HLD6R-AT HLD5IC-AT HLDS-AT HLD5RIC-AT HLD5R-ATOM LD600IC-AT B6-AT EZ6IC-AT B6R-AT B5IC-AT B5-AT B5RIC-AT B5R-AT EZ61C-AT URIC-AT B251C-AT B25RIC-AT 6" B6IC-AT 5„ B6IC-100-AT B600-IC COMPATIBLE JUNCTION BOXES FOR RL670 11 4: r-. ..7— . `,._ r•.t►. Z r m D 3"/4"Round 3"/4"Square 3"/4"Octagonal 4"Square(Metal) Fire Rated J-Box (Plastic) (Plastic) (Metal) J0 m Note:A 2-1/8"deep octagon junction box is recommended for through circuit wiring applications. O H *RECOMMENDED DIMMERS FOR ELITE RL670 LED SYSTEM LUTRON DIMMERS 0 0 DIMTR - C r Diva DVCL-153P Maestro MRF2-6ND ,,, Skylark CTCL-153P NovaT NTELV-600 Nova N-600 Diva DVELV-300P NovaT NT-600 Skylark SELV-300P I Skylark S-600 Nova NELV-450 Ariadni AY-600P ' :1"--.'' • ' El I Nova NTEV-600 irit Nova NLV-600 IN {, '~�: a _ NM I-'t - Due to the changes of constant improvement in LED technology,all details are subject to change without notice. LIGHTING Consult factory for up to date information. 10 I 9 I B I 7 I 6 I 5 I 4 I 3 I 2 I 1 0 co I6N .b CONSTRUCTION PLANS FOR A k u-y `� u^ -oa o rd eeo ONYX OFFICE SUITES I w yu Z d e h°mo"= 2.6 3 e,m n < 10439 COMMERCE DRIVE w � �� = w CARMEL, IN 46032 Sheet List Table 06 Ww .: Sheet Number Sheet Title ~.I W ->c U< C001 TITLE SHEET CT d v C050 EXISTING CONDITIONS V,F� 2 N N C100 STORMWATER POLLUTION PREVENTION PLAN PHASE 1 ��� 1n N Z -p J _ C101 STORMWATER POLLUTION PREVENTION PLAN PHASE 2 M W c J C102 STORMWATER POLLUTION PREVENTION PLAN PHASE 3 iC103 SWPPP SPECIFICATIONS - �5� W 116TH ST IO6TH ST PLANS PREPARED FOR o ; clod swPPPDErwas t DB KLAIN CONSTRUCTION,LLC AC" z 2159 GLEBE STREET,SUITE 200 as S Cl® SWPPPDETAIS g i` g m zr,o CARMEL,IN 46032 c 21 m C200 SITE PLAN ;o;LL .:- TELEPHONE:(317)846-9992 \''' x C201 SITE DETAILS * CONTACT PERSON:DAVID B.KLAIN ?° ° �� _ 'i EMAIL:DAVID@DBKLAIN.COM \ '� 11\1). m C202 SITE DETAILS 106TH ST U 21 CFd,P C300 GRADING PLAN 8':,R 'cffi _ el - C301 GRADING PLAN .p A _C400 MAINTENANCE OF TRAFFIC PLAN • PLANS PREPARED BY 0600DRAINAGE PIANWEIHE ENGINEERS,INC. \14- 0601 STORM SEWER PLAN AND PROFILE 10505 N.COLLEGE AVE. ° c6oz STORM SEWER DETAILS 4 INDIANAPOLIS,INDIANA 46280 yy W TELEPHONE:(317)846-6611 W 96TH ST------„I. NORTHWESTERN D C� y C003 STORM SEWER DETAILS o FAX:(317)843-0546 ��-0(, d m 0800 UII ITYPLAN 3 CONTACT PERSON:MARK THORPE,RLA 1 s•� W'ISI' E ceol uTLITrDETALs EMAIL:THORPEM@WEIHE.NET S C900 SPECIFICATIONS : NO SCALE C901 SPECIFICATIONS `35TTI19686/II, *PROJECT LOCATION *PROJECT LOCATION �Yp�1,SCOTr '0 L100 LANDSCAPE PLAN g�1�1 f;,r. �' o AREA MAP LOCATION MAP '" '''2,(1¢.� - " L200 LANDSCAPE DETAILS = 7i CARMEL DETAILS i M CITY OF CARMEL STANDARD NOTES GENERAL NOTES LAND DESCRIPTION OPERATING AUTHORITIES 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WM/OUT AN APPROVED STORM WATER MANAGEMENT Pert of Me Northeast Quarter of Sedan 7.ToMVNp IT North.Range 3 East,Clay Township.Hamilton County, CRY OF CARMEL PLANNING CLAY TOWNSHIP REGIONAL WASTE DISTRICTA PERMIT 1. THE CONTRACTOR ARE BIAN DE RESPONSIBLEMTHEEFOR OBTAINING,COUNTY,OR ANDNDIST THAT ALL IES MRI AND In...mom perioAery described as follows STARTING C ARE OBTAINED FROM THE RESPECTIVE CITY. STATE AGENCIES PRIOR TO ONE LML SQUARE,3R0 FLOOR INDNORTH COLLEGE AVENUE,SUITE A 2. THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. STARTING CONSTRUCTION. CARMEL.IN 18032 RYAN RTMA IN 48280-1099 Commencing al the southwest corer d sm of s id N!Mast;!Mane Norm 88 degrees o4 r West 27 ANGLE CONN/RACHEL KEESUNG RYAN HARTMAN 3. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESULT N1UTV OF THE DEVELOPER 2. IT EXISTING UTIT CONTRACTORS RE OF THE CONSTRUCTION DETERMINE PRIOR TO STARTING OF ALL Center.East pltthereketabrdd aeostr Fredumber 20a004arterIOUS in of Office M PorWeseGrtrel TEL:31]5]1-211] TEL:31]IB44BL00 UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN ACONFLILT WITH PROPOSED CONST 1f111ITE5 N THE VOMIT'OF THE CONSTRUCTION AREA PRIOR TO STARTING Lenar,per plat lIX It,.,recorded as Instrument Number 206300041665 in the ORre of Me Recorder d Hamilton DEVELOPMENT SHALL BE THE DEVELOPER TO RESOLVE WITH THE UTLITY.EXISTING POLE LINES REQUIRED CONSTRUCTION County,India.)to the east right-of-way kw of Commerce Drive and the..Ueastem comer of Block F of sad CITY OF CARMEL ENGINEERING DUKE ENERGY u Wast Carmel Cente/Brenta North 1B degrees 40 minutes 12 second West 540.73 feet along said east ONE CMC SQUARE,1ST FLOOR 100 S.MILL CREEK ROAD TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-0F-WAY LINE. u 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH rgrLoLway line to a mbar at the POINT OF BEGINNING at Bre western comer of a Pond Easemenldesaibed in CARMEL,IN 46032 NOBLESVILLE,N 46062 4. ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS ALL RESPECTIVE UTUITE5. InsEument Number 200000050569.on Ne in Me Office of said Recceder.Mefolweng nine(9)course are along JOHN THOMAS/ALEX JORDAN JESSICA HERRINGTON DEVELOPMENT ARE INDICATED ON THE PLANS.PROVISIONS HAVE BEEN MADE TO IMPROVE OR REPLACE ANY the souEwest and west Ines of said Pond Easement 1)mance Nam 05 degrees 42 minutes 37 words East TEL 317/571-2441 TEL:317/776.5385 DRAINAGE STRICTURES AND BRIDGES AS NECESSARY ORAS REQUEST BY THE CITY TO ACCOMMODATE THE 4. ALL QUARRIES GP/EN ON THESE PRINTS,VERBALLY OR N THE SCOPE OF WORK SECTION ARE 3850 feel toe rebs/2)thence NOM 43 degrees 33 minutes 22 seconds East 54.091ee1 to a mbar 3)thence ESTIMATES AND SCE BE CONFIRMED BY THE BIDDING CONTRACTORS. nn 55 degrees 31 minutes 24 seconds East 66.00 feat too155ar 4)thence Nam 47 degrees 22 minder 27 CITYOF CARMEL BLDG SERVICES COMCRST PAVEMENT WIDENING,AUXILIARY LANES,MULTI-USE PATH.AND ANY OTHER REQUIRED IMPROVEMENTS TO IN Ms East 110.00 feet a a re50,;5)thence North 35 degrees 27 minutes 09 seconds East 50.04 feet to a ONE CML SQUARE,1ST FLOOR 9750 E.150th STREET THE PROPERTY OR THE ROADWAY.THE COST TO IMPROVE OR REPLACE ANY DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION(OSHA)STANDARDS FOR EXCAVATIONS:FINAL re041;6)Chance North 05 degrees 40 minutes 17 seconds East 31.36 Met to a mbar,7)thence Node 20 degrees CARMEL,IN 48032 SUITE 1800 ND RULE 29 CFR PART 1826.SUBPART'P'APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE151FEET IN 40 minutes 57 seconds West 166.73 Met 0 a mbar;e)thence North 47 degrees 45 minrres 04 secmM West JIM BUNCHARD NOBLESVILLE,INDIANA 4808U 5. DAMAGE TO THE EXISTING RIGHT-0F-WAY SHALL BE ER/IS ENC ER TO THE SATISFACTION OF THE DEPM 98.63 with aMet to a reed/9)Menne NOM 44 degrees 22 minutes 03 seconds West mbar.):96.54 Meet to 05 d52 deg eebar TEL 317/571.2444 TEL 317/RBi495 CITY AT THE COMPLETION OF THE PROJECT.THE CONTRACTOR IS ENCOURAGED TO INSPECT THE with a rap stamped1105•W Il 2RS.2V l-t to s set aKer(heron referred N as Net mbar.):CoRRenos Sand 5to degrees 55 B. IN TRENCH EXCAVATIONYSTEM EXCEEDING GISTERTWENTY(2p)FEET INSIONA DEPTH REQUIRE THE DESIGN OFA minutas30s5IS)0Wesl 266.26 feet t;Ht'0baronsaida, Ihlte SH-YnytiredComrtww Drive,the TWOCITY C CARMEL FIRE DEPARTMENT VECTREN ENERGY RIGHT-0F-W AV WITH RIGHCRY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING g TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER Tolavig three(3)courses ere earg said ngnlof vay lure:1)thence South 36 degrees 06 minutes 62 seconds CMC SQUARE 16000 ALLISONVILLE ROAD CONDITION OF THE RIGHT-0F-WAY. East 36.27 Cd to a char,2)thence...Moly 242.02 feet along a curve to the right having a radius of CARMEL,INDIANA 46032 P.O.BOX 1700 6. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK N -0IN THE RIGHT.0E-WAY. THE EVENT g 7. R SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY 7n.00 feet and subtended by a long chord hating a MM.of South 27 degrees 23 minutes 26 seconds East CHRIS ELLISON NOBLESVILLE.INDIANA,46060 OF CONFLICT WITH THE PROPOSED IMPROVEMENTS.RELOCATION OF THE DUAL DUCT BANK AND ALL = CONTROL THROUGHOUT THIS PROJECT. and a length of 241. Mel a a reMr;3)thence South 18 degrees 60 minutes 04 seconds East 11953 feet to TEL 317571-2600 JOANIE CLARK ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER e the POINT OF BEGINNING. TEL 317/7765532 SUBJECT TO REVIEW AND APPROVAL BY THE CRY. i 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL CARMEL CITY UTILITIES(WATER) STANDARDS. 30 W MAIN ST,SURE 220 AT&T 7. ALL PAVING WITHIN THE EXISTING MID PROPOSED CRY RIGHT-0F-WAY SHALL CONFORM TO THE ` CARMEL INDIANA 08032 5858 NORTH COLLEGE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING.THE CONTRACTOR SHALL CONTACT THE i 9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THELONSTRUCTION MEANS MID METHODS JOHN DUFFY INDIANAPOLIS.INDIANA 46220 DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. TEL 31]5]1.2443 STEVEN KREBS DEPARTMENTS CONSTRUCTION REQUIREMENTS,STAFF NOTIFICATION REQUIREMENTS,REQUIRED n L:317/252-42755 10.ANY FIELD TIES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW HAMILTON COUNTY SURVEYOR INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS STORM SEALERS AND POSRNE DRAINAGE PRESERVED. ONE HAMILTON COUNTY SQUARE BENCHMARK INFORMATION R RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. e PROJECT BM-HCBR 281 SUITE 108 I. 11.IT SHALL BE THE A RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET ROILLE,INDIANA 06060 S AND CONFORM TO APPLICABLE LOCAL STANDARDS. Brass disk set in Northeast bridge...are(b. GREG ROVES w'vgw'N d Conapas three-sided arch s No.20t) W TLL:31 �95 DESIGN DATAi p 12,THE SITE DOES NOT UE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL oesskg 96U Sleet war Crooked Creek r'' > 6 EMERGENCY MANAGEMENT AGENCY-NATIONAL FLOOD INSURANCE PROGRAM,WHEN PLOTTED BY ELEV.071.54(NAV°881 W K SCALE ON FLOOD INSURANCE RATE MAR 4180S7CO225G,DATED NOVEMBER 19,2014. EXISTING ZONING: B3 I] g[ SITE TBM ZONING OVERLAY: NA l--I W E.r 6 13.BEARINGS,DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY,SEE RECORD SURVEYS TOTAL ACREAGE: 2 73 ACRES w U W & &PLAT FOR EXACT INFORMATION. Norlreasl Borne.bolt of fire hydrant located Node IN Me intersect. Commerce Drive and w 4Hrw1 {[ £ E 14.THIS SITE DOES CONTAIN A WETLAND CATEGORIZED AS PEIAIC AS SHOWN ON THE U.S.DEPARTMENT Read Parkway. (NAND 88) NET ACREAGE: ]I3 ACRES BUILDING COVER RATIO: MN 0 HMI dt L Fr OF THE INTERIOR FISH AND WILDLIFE SERVICE,CARMEL,INDIANA NATIONAL WETLANDS INVENTORY BUILDING SQUARE FOOTAGE: 16.512 SQUARE FEET 811111 p �6 2 ; jyT MAP VIEWED JULY zo16. IMPERVIOUS COVER RATIO: 56.40% 11'�Y, U W SETBACKS: 15 FRONT,5'SIDE,1S REAR -11 IQJr ✓' F w n a 0 E o R 8 Fe Know what's bBIOW. CaII before you dig. SHEET NO. Within India.Cell 1 6 j 811 or800-382-5544 COO l L O LE mg(4I PROJECT 18.0330 O. 114 LEGMAN 10 I 9 I 6 I 7 I 6 I 5 4 I 3 I 2 I 1 \ \ Ms Fol N4Ye /� " /�\ ,R.pt) \\ \\y ARYAN°. LEGEND SIT/ DESCRIPTION MI DESCRIPTION ro Ei TREES 6 BUSHES sp101=1.... "' \ O REBAR FOUND • CURB INLET ?0 p / FOA / T \ Q�U_y 0 HARRISON MONUMENT FOUND • SQUARE INLET //�� 0 O / / \\ I I +/ / � 'Y\�\ �� e� BENCH MARK ® STORM MANHOLE (_• ) DECIDUOUS TREE < •I K7 ;\\ \ ZZ/ \ 19/ + \ m CDE'/ •rI 0,-- � \ \\\ �\ B COMMUNICATIONS PEDESTAL V N • 0 �_ ----4" / / O LINE TYPES NATCN PATTERNS N90 et CO 0 O m Z ``fARY�1.887.MANHOLE •5&1.5"..- & \ 0 \�\ \\\ UNDERGROUND GAS O b'V n_O r_ ,�j HV-e71. e74C(Mj) •\V54(16.P3C0i» 4011i / ^>5 / \ J���\\\\ UNDERGROUND COMMUNICATIONS UNDERGROUND WATER ASPHALT 3 m , _, _ _ SANITARY Bdf \6 lir. � 9 WN SEM E Slplf / //` erv,\ '' ( N .�� ——— . RIGH.OF W V 600dl STORM SEWER\ G. • CONCRETE(CONfI 6f PER NST.KO 2004-16433 ����� L+ \\ \\� BOARD FENCE 52( "RCP(II)) d 8 / / /���\J� 1 \�\ `\\\ Pl= • BOUNDARY LINE PHV_BB.. 12 � .\ , ./ / Is-./� // 2— / \ 1 \ \ �.' —•• SECTION LINE g = w9. NRB WLEi `,/ I / ` �LY -� INDEX CONTOUR I• FLOW LINEUr.` p�NTC-88).6. T �^ F' ,�—Y/�/\VG/// 1 ./ , L��1 w W .c Nv=88..1.(11"RCP(E)) bllwaleN d AaP�4 lir�i / ` //// • I F, / . AMp1NI1 01 t r /'� / tiit INTERMEOATE CONTOUR (j� .E INv_88..1.(12-RaN h) / r-- SE4pt EAWoe Foam / •,.------_______.--3.,' / ,q PER NA.10.20150.11061/ ----_,0-7,-----........66 / �r�I,1 II y% _- rx rwo // \ \ IM ye ABBREVIATIONS ^DESCRWTWby MEASURED OMENSNN! mili — RECORD DIM = — wGHT OF W RUI_BOB II \\ \ .9:-?2 f•� INV INVERT i WV_B]]J6(B"PgC(E)) \\�\\ I / / --- \ ��i�� / 19-B BACK OF CURB TO BACK OF CURB &ass ermk zN�n NortMast wirgwal of 1NV-87116(87VC(S)) \\\\ I \ / /// / \ 1 'N Cmupan Mr.s.91 arca MM.structure \\ r (SV.No.381)crAsung 96th Street,: ( I �// /��/I \ \ \ '4 � CLNatlCreeL a y ,pEPC \\ �( j l ELEV.O]1.5/(NAVD 88) m \\ 'f, / \ \\ �� / j// / / / /� / \ "\\ SITE TBM `_/ ee \\ \ r { �1 111 \ , Commerce on st n a.R m fila a ay.��1 g1 §o N 9'e R\ / L► f/ 111 ` \ IoratM N a 1 J;oe g 8' \\ l I / iz. N COEISTR./201 0PPOR.INc. \ I1 `` Comme re Drive arae Ra aY Parkway. a \/-� (((//// +` IHSTR.(20150]1029 1 l\1 i.` `` ELEV.889.45(NAVD BB) •Np28u Mrs ♦ ♦ >i 171 M mR �� \\ 36,\,, HK,� 641' \' ;\ �JJf I \ 1 I I \ \ og 00- :5%6 .Y \\\~��2 1• STORM MANHOLE is N II I_ � - • 1 INv=8)88)(5."RCP(N))1261-887.92 itI\ �s Wv_8)fl8)(5.'RCP(s)) rAq \ / // Ii ))J)lj _ .12/ SANITARY MANHOLE \ \� ` //41"/ < R4N-887.87 \\ 0 j / za 1NV-876.22(BVVC(s)) \\\ \ u I / '7\ r \\ 41, ' \ .....\ / // //Z'/ Ac, ., \ \ / O 4<4 4s }07 / o V / A� t� / ; 11O12211011 Pee/ // r; * / �° °i�> , ' \\ '"' ♦ / / e 4. • N. EASEMENT \q N)APP�r :i:...:r.. �7 / POI FGT. °ND"A"z6D %9 K.. \,,,\L:' POINT .040 V \A T �/ ,., SITE STORYMANHOfE I \\ My-en..... ) ;VP" Hv=877.66(54•RCP(N)) o s - , yy, NORTHWESTERN D - NV-877.66(3.'RCP(E)) 1 \\ F']p� 872 � s `1 / // / /( Npwe CT SCALE: 1 30' _ W �, o Y �, 4' K� 0 15 30 60 F^ Z „ \+ \ 1 ,1 11<< I I ° 8 A� r. 6 SE COMER,N.E Xr W CE R R li SEC 7-i17N-RA U O ...... g — HARRISON MONIA4ENT FOND 1--1 W 0 fie S.W.CCHNER,N E.Y yy [it( K) U SEC)-i11N-AX \ ^'ft w W 5 FOUND REBAR 17/ Tr KDOLPERT CAP SANITARY MANHOLE \\ r O 2 4 JA pry PoM-886.53 SR _ re i THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS 05 #88 T)Y 691.3'(8) SOUTH LRB N.E.1/4,SEC.7-11711-RTE f-1 E X(1 Is E w NB931'3.2 991.76'(M) J� — REAL-TIME KINEMATICSTI (RTK) GLOBAL ALPOSIT POSITIONING SYSTEM (GPS) g Q W �` o — —R `+ 58931.349 2876.92 OBSERVATIONS PROCESSED BY THE INDIANA DEPARTMENT OF g .: TRANSPORTATION(INDOT)CONTINUOUSLY OPERATING REFERENCE SHEET NO' - F STATIONS(CORS)(HTTPJANCORS.IN.GOV). THE BEARINGS SHOWN COC O I$ ARE DERIVED FROM COORDINATES BASED ON THE INDIANA STATE J ^g£ PLANE COORDINATE SYSTEM (EAST ZONE)NAD 83 (2011) EPOCH :S 6 2010.0).THE VERTICAL DATUM IS BASED UPON NAVD 88. PROJECT NO. 1 a 0018.0330 1DI 9 I9 I 7 6 I5 IA 3 I 2 I1 10 I 9 I e I 7 I B I 5 I • I 3 I 2 I I SITE PREPARATION/SWPPP PHASE I NOTES GENERAL NOTES OINSTALL PERMIT POSTING AREA.4'PVC TIME WITH END GPS ATTACHED TO I, IT SHALL BE THE RESPONSIBILT Of THE CONTRACTOR TO CO0ill --___.----411.--------___- .__--_---\-\ .1 PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION VERIFY WITH THE OWNER WRING RIDDING AND WRING �� Z DRAWINGS AND PERMITS FOR INSPECTORS. CONSTRUCTION ACTNmES ALL ITEMS TO BE REMOVED.IT W THE c �'.. \\\\ O INSTALL CONSTRUCTYJN ENTRANCE REFER TO DETAIL ON SHEET C101 ESPONSS ANDILITY OF THE CONTRACTOR TO REMOVE MY O = LL c TERYLLS ANDOR STRUCTURES NOT LOCATED ON THIS SURVEY p 11 FOR THE NSTALLATON OF THE NEW WORK • R \ \\\\\\ 0 INSTALL CONCRETE WASHOUT.REFER TO DETAIL ON SLEET CIN y ti INSTALL SET FENCE.REFER TO OCTAL ON SHEET 0101 2. V SHALL ALL THE LNG RESPONSIBILITY AHE CONTRACTORTOTO O.�., O O A! AVERIFY PERTAININGNDEXISTINGLAMESTO THEE PHASE OF N)Vh A. \� • \ \ POND WORN.AND TO VERIFY WIRICA IJRRIES WILL BE REMOVED BY O 'O b O INE A O5 LIMITS OF PROPOSED BINDING UTILITY COMPANY.ANY AND ALL UTLJTIES NOT REMOVED BY THE 0 G" /� N.P.=983.00 ITITLT COMPANY SHALL BE REMOVED BY THE CONTRACTOR. :.O b N rn ; \ /� B REMOVE BRU4H.WEEDS.A SHEESATgN-EIISTNG SITE COVERED WITHz:Y a•n a 7 `\ r! .� \ \\\ 100 VR.=99].13 Oo0 000 • T.0.8.=887.13 3. UTILITES ME SHOWN TO BE APPROXIMATE AND SHALL BE C .- ` ` BJ4! \ T STAGING AREA PROVIDE CONSTRUCTION DINAPSTER.FUELING MEA.AND RELOCATED AND/OR CAPPED AND ABANDONED BEFORE C•u -OPo - // \\ u� I 7/ ,/ �� \\ ,1I O PORT-01ET AG NEEDED. CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. / 1 6 \\\ �IENI101 POND r/j//,I 0 SAW CUT AND REMOVE EXISTING CURB AT NEAREST JOINT PAST THE REWIRED 4. DEMOLITION MATERIAL AND SALVAGEABLE IMTERI.LL IS THE 7yM M Pmpery Lim � ���`�� `' \ \\ PROPERTY OF ME DEMOLITION CONTRACTOR AND SHALL BE \ / /7 /�I�41 O * \ EMITS OF LURE REMOVAL. PROPERLY DISPOSED OF OFF THE SITE. • \ 0 TREE PROTECTION FENCING .JL 5. SLABS ON GRADE MUST BE REMOVED COMPLETELY AND TAKEN �\ \ / // �p O P Lel. O © \ lO0 REMOVE NO TRESPASSING-SIGN OFF THE SITE. o \\\/' \ \ ?-'// // `,\ W 11 REMOVE REALITY SIGN.COORDINATE REMOVAL WITH OWNER 6. ALL L TLmES MUST REIMN ACTIVE FOR AREA TENANTS THAT W S NITARY MANHOLE 'T. ,/,0000..,,,,,44., 18' S j / ` �\ LINE TYPES ME RENAMING.NO UTILITY SERVICE SHALL BE INTERRUPTED C/ D _ s WRING THE CONSTRUCTION PROCESS. W J RY-M].]• \-�4_/ NS$.;5r,7 / -iy_ 1 \\ ]. BEARINGS, ONLY.SEE.RECORD SURVEYS ARE SHOWN FOR L W L w1.5V.94(e•PYc(N)) ;5 \�► \\\ UNDERGROUND GAS REFERENCE ONLY.GEE RECORD SURVEYS AID PLATS F. I� lL 4ipip wv-erzpl(e�Lc(wp S 0 - N \ \ \ - „ EXACT INFORLNTON. W ,� �- "� UEDERGRWND WATER �a QS""\.1 •t r Ill• / \ •\ AERIAL ELECTRIC 8. ANY EXISTING TREE(S)THAT MAY REQUIRE REMOVAL BLIT ME U BwvMlt VVV / �- /1 n* \ UNDERGROUND ELECTRIC NOT SHOWN ON TIE PIAN AS BEING REMOVED MAY BE DONE 50. RN N \ , / y _� • \ \'• \\• AG LONG/S THE TREEISI ME RELOCATED TO M APPROVED a, e edt /Y/ 1111. '/vA.[ / / // 40.---- -. ! N. \\\\\` 0 tl F - `- ALTEReuTNE LOCATION ON SRTE. -T ID / ', . Q, UNDERGROUND COMmuNICATIONG FN C CL STORM INLET - O �NI�'W AERIAL COMIUNIGTDNS a y _ - wV-884 5 11 tt �� ` \\� 9. IF THERE ME ANY QUESTIONS CONCERNING TILS DEMOLITION - x •AEP(IY �1 PIAN.PLEASE CONTACT THE ENdNEER BEFORE CONTINUING ( C 1 UNDERGROUND FIBER OPTIC � /��/// k04 , \ IaxonnI AERIAL FIBER OPTIC CABLE WORK. ma■ 4 JCURB INLET \ \)5 / / / ' I•R . . OVERHEAD ATILT' f-I _ YTC-88264 /i `� PAL `� s/ 0•/� FORCE MAIN EROSION CONTROL NOTES (� NV=884.14(Iz•RfP(ED //� �\ / � �(� 40A/fir \ ' \ PEA I T7NO. 20 SANITARY SEWER wV-8B4.14(12•RCP(wD // •/SO,J •• \ 1 r 1 \ . ` 1. ALL DISTURBED MEAS SHALL BE SODDED OR SEEDED.EXCEPT // I / `'I � .:;••i: `� ) \,` STORM SEWER BUILDING PAD AND LANDSCAPE BEDS.SEE LANDSCAPE PLANS FOR // A/ O��f 1•••'f4 ` LOCATION OF I...CAPE BEDS. 5[�1 a/ // •�IO.O••00•. • RIGHT OF WAY LINE STORM YANIAE y PEA,l�T.•fQ Nd-16155�-. / /� �1•.f•fI fY f•r�l,•' % O EM SECi10V 1 II AY-SANTA J' A. -7 ••• •Or. O - - O CHAIN LINK FENCE 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES.SILT // •1.1 • 8•, WV-88225 ----ii /v/ r`r'I O O O••E A \ - FENCE TO FOLLOW CONTOUR 72 MV-ee190(11•RCP(E)) / A.f.O.O.rf•.O0, I O 0 0 0 BOARD FENCE wv-e]9 sLxA EArEINE/1T PARCEL \ ✓.....• $R g > R 500• 5)) �1►1�.�[ PER wST.NO.201507`012 N,\ --- / // .OI A.44: •••• // 1I A ��\ \\ /91� -O-O--o- NNROl1GHi IRON RENEE 1 THERE SH41 BE NO pRT.DEBRIS OR STORAGE OF MATERAL N Q a'°'M - \ /1(// r/ OOi'•Y70:•iJiO�•:' I -I-a-I-.- FARM FENCE THE STREET. t;?YAQ t 6 8 SNOWYA-e"'"f0.11C O .:;:;'.' ;:;:;:!'// // / \ \ \ -e � / GUARD RAIL EROSION CONTROL SPECIFICATIONS o INV-877.36(8•PK(E)) Ni:: ?4•.R'.• / . HANDRAIL F c INV-B77.M(e7 �L S "0642'E f••• 4 •4 •- �• n / Ir ., SILT FENCE 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL Y.S3 847- 6.2T(M) 0 .441::::!::::V // / // /A / \ \O 11 • SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF III 1/ Ilk \\ r BUILDING SETBACK LINE •; 0:::::A:47:84... / 4 EROSHON.E EROSION OF SEDIMENTFROM THE SITE IS THONG I \ ••1,.•.O•O // J ' 01% \ I& ... :LE-7,07..7.7 pgBVEMATNE TM]NAC M.EPLACE,THE CONTRACTOR ANDASR dATELY.LAER S.U.TAKE THE ENGINEER SMALL BE w'ef' �• D•••l•JO••ifl.R• , .ki/ / (/ T 0 1 CONSULTED N TIE EVEN THS HAPPENS. .,,,.s.„.,,.........., v iA QI11 l0 c S \A.6.•J•••••• / t , - _-.0- INDEX CONTWR 2 TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA +.�'�•,C•.• {/ / 10.9 fQ,m V^ THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. '�•`}.•.r ` // �J/ �•YP( \+\ I `�v. 11 YI- INTERMEDIATE CONTOUR \ [[yy�� ' �•4 \ � ap T C 1\ •, I� ` 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS r \ TL A\ `•.• ` - \\/� I--I $ �' \ THAT HAVE ACHIEVED FINAL AND FINISHED GRADE.• ' `' •4. pQTt` ` `�'J• \ /} I \ `r� �, \ SWPPP PHASE I LEGEND a. PRESERVE EXISTING VEGETATION ON THE SRE WHENEVER AND I �,I\ ` ` O �� \ \ I ��� \\\ \ \\ WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. c. �1TI ``= 1 ❑ -INLET PROTECTION•ONLYCOLPLETELY 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED \\� \ • 8\%.\_ ___\. ` `\ \ \ / \ \/ ' \ IP BELOW THE ORATE PROTECTION W ALLOWED M PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY \ J O • `\ ` \ I I � THE PUBLIC RIGHT-OF-WAY ME INTENDED TO SERVICE.ALL EROSION CONTROL MEASURES y� \\, \ ��/� � ' I.NN, NIL` 1 I.Ow•••w. PROPOSED ARE TO BE PROPERLY MNNTNNED TO CONTINUE THEIR Q •••• -CONSTRUCTION ENTRANCE EFFECTNENESS. 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER.JANUARY 0 y��l�Q .��' 1 \ X \�(`� �o J` -,..,...‘: \111l L---J -STAGMG MEA OR FEBRUARY...NT SEEDING PROCEWRES SHALL BE USED. - • \ / I ]. WRING DRY WEATHER.NEEP LAWNS WATERED WITH SPRINKLERS zy, STORY MANHOLE VIA. \ `'�' \ O Ni. ',di -, I•. I I ® P=DIREA-4'PVCTUBEWm1E10GPSOR OTHER APPROVED METHODS.RESEED ANY MEAS NOT Ommu-ee29T \� it, ,\ ,1 M ATACHED TO PROIELT LONSTRUCTON SIGN GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED s INV=578.5454-R(P(ND \/ O tl� '�,_ TO CONTAIN APPROVED CONSTRUCTION ACCORDING TO SEASONAL CONDITION ANDIOR CONSTRUCTION 5 NV-8]88]54• I DRAWINGS AND PERMITS FOR INSPECTORS. ACTNITY.WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL ( �(5)) \\ 0 \ \ ' / / // \0 1111IIIIlllllli J \' " ��PPtt��\ \ / / E• / -SPORARYSEDING AND/OR\ \ q / I REREDI 7-5 \� �� /A'.y��• /�' / IZESCO\ \\ - •-•• O il, "'cam, . / / ACTNTITESIFROM BEING DEPOSITED INTO ADJACENT PROPERTIES. S wV-826.22(e•PVC(5)) , \ /•.• •.•SOL STOCKPILE MFA•• _ �/ / -TREE PROTECTON AND RECEMNG STREAMS/DRCHES IN STRICT COMPLIANCETE ..`A�` • -RULE 5'(327 155,CONSTRUCTION ACTNT STORM WATER \ \\ J \ O ICON RACTOR TO ^ . / / 4 p / �--IJMITS OF DISTURBANCE RUNOFF CONTROL).IT SHALL ALSO BE THE CONTRACTOR'S AND/OR ypTlllllull `1111U \\ 1 II DETERMNES�AIO•• ••••••••• J G OWNER'S LOCAL TO OBTAIN ANY APPROVALS REQUIRED \- 1•••-••/•.•� LOCATION) / FROM THE LOCAL AUTHORITY AND TO SUBMIT ACOMPLETE NOTICE \ \\\\ , ••.. .C••• �•••-•••-••• /• ••.•. O /• /1/ V1�9r,. //� OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, \ \\ ` 7C YY..•••• /�! INDIANA ANYCONGTRUCT TION YRONMEMgI MANAGEMENT PRIOR TO \\ \\ .•�.•.•.•• •• •� / 10.FOR CNARTI�N TOTHESE PIANTONS-SEE SEASONAL SOIL PROTECTION \\ \ \ \ • • / `� / 11.PORTABLE TOILETS MUST BE ANCHORED. S. \ \q e /� /�� -�� CONTACT PERSON FOR EROSION I 'aa io1 on ^ \ �/ �` ,%� j / DEro nov POW CONTROL L$SEDIMENT PRACTICES y - \\ \�\ •\ / \ / \ \ / / / WEWE ENGINEERS.INC. \\ / O ///�\ /� ��/ 10505N.COLLEGE AVE. ('L•4 A \ . - . -// Y �y�.J�Y`. /// IFDANMOl15,N 48288 ^J \\ \I -s / x -``J-,'/../ / FAX:(317) 64(31ieB185811 r•] // /6 j/ �OYLv EIML.CT PERSON E.NET 1 �N I 1•ImN I CONTACT PERSON.FRED PARKER.CPESC •Os-I \\. IED BWN FASEYFM A..., I - _ \I J \\` " ' O // „,,,„8,�� IRA 11111 NO.2037020320 20 POND O \• N.P.-81900 \\\ \ •. /-41 /// e, 10008.=8886] 10 10 1 , •', \ ///,/"/ --' I'7 5 Alt' Pi 5TUN"ANHOLE ass a vv _ / EXISTING AREAS F wV-en.66(54•RCP(ND \\ S r-S �u €1 WV-e77.fr6(54•REP(E)) , \\ S' �' I'T+�NaIRB4 . / sl/L! TOTAL BETE - z.n AC. 2 Y 053WRIED • 2.171 AC. CA C6A�p IMPERVIOUS = 000 AC. W re\\ Hti W PG\\ 21 eD11 ENI gCiiLwl wfie,\\\ wv-enw)� / / / (/ wv-mD59 BENCHMARK INFORMATION N 0 f Q wv-e77eq ED1 1 l 4 3 a E \\ \ \ \ `11 `1 PROJECT BM-HCBR 281 4 81 1 >( ( L• \ 1 BINIM•M M n NRRR T..WA d CAHA7AH CYHHRHu ao11 MI68.*Won(8Y.No.281) Imo' \\ \ \, crossing IRM Street over Crooked Cr..t. W_I I E �- n 1 2 E ELEV.N1.54(NAVD 881 O co) s I \ \1 \\\ Know what's below. o H $ s r Call before you dig. SHEET NO. 8 7 �\ \ \ \ \ SITE TBM =8 f \\ \ \ \\ 1 a fire looted a N.,ntY�nbn a LOmm, Dove S _ C 100 R ELEV.589.45(NAV/881 Mir MCbn•Coll SAMTARY YANIL7LE I \ I. \ SCALE: t• = 30' 8141 Boo-S82-SSV FIA E RLI-Be6.53 T R RR to�r1[ 0. 9 1 PROJECT �S of \ \\ 1 0 15 30 60 no,wow AAA.wAA W18.0330 1D 9 I . I 7. I 5 I 5I 4 I 3I 2 I , IS I 9 I e I 7 I 6 I 5 A I 3 I 2 I 7 LINE TYPES EROSION CONTROL NOTES 1 UNDERGROUND GAS 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED.EXCEPT OO r ��� \\, � o' - f UNDERGROUND WATER BUILDING PAD AND LANDSCAPE BEDS.SEE LANDSCAPE PIANS FOR S G � ri \\\\ -y - - - AERIAL ELECTRIC LOCATIONOFLANDSCAPEALONG BEDS. a pd UNDERGROUND ELECTRIC ]_ INSTALLTO FOU.NCEALOO R. DOWNSTREAM SLOPES.SLT FENCE TO FOLON CONTOUR. H INDERGRWNO LOLMUNIGTIONS y ri \\ \ ON ON AERIAL COMMUNICATIONS S THERE SHALL BE NO DIRT.DEBRIS DR STORAGE OF MATpiML N o r.C. a \ -eVS a UNDERGROUND FIBER OPTIC THE STREET. G= O d POND AERIAL FlBER OPTIC CABLE EROSION CONTROL SPECIFICATIONS u-o- o„ ' / \ . '\\ .� \\\ �`\\ 100 YR.=887.13 OVERHEAD UTILITY a O O:O Q Oa0 en 3 T.O.B.=88].13 FORCE)IAN 1- THIS PLANE OE9IGNED AS AM ATTEMPT TO PREVENT ANY AND ALL ; _ \ �,, SEDIMENT FROM SIGNLEAVINGOF TSE CONSTRUCTION SITE BY WAY OF 0._L SANITARY SEWER EROSION.F EROSION OF SEDIMENT FROM THE SITE IS TAXING e,O-� n O r- 1 _ / I :�tp I //1 _ STORM SEWER PLACE,THE CONTRACTOR AND'OE OWNER SHALL TAKE C..9 3 r.s g'4 e•1 < / \ .) / // �{i \\\ \\\\ \T.,.P� __ F0.T OF WAY LINE CONSULTED IN ACTION THE EVEN TISAHALPPETHE ENGINEER SHALL BE / CHAIN\ / // / "/. O BOAR LIMN FENCE 2 TEMPOPMY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA �I. \ O O O BOARD FENCE THAT WILL REMAIN UNALTERED N EXCESS OF 15 DAYS. \ / ' / 11-ej1 � ` \� ��\ • WROUGHT IRON FENCE 3. PERMANENT SEEDING IS TO BE APPLED IMMEDIATELY TO AREAS \ ;, -a- - FARM GUARD AIL THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. C,A�/ P \ / \ //�/ \\\ � \\\ _._"_. s .- GUARD AIL t� . lARY MANNIXE 0:46:tiS,�,/ • \ \ 4. PRESERVE EX/STING VEGETATION ON THE SITE WHENEVER AND C__J AM_BBJ Sf \ S ] \ • HASILND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION L� NwBk].9K8 PYC(N)) / BUILDING SETBACK LINE . XL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED F� W L , N.1377. B•PVC(W)) I- Yj4, '\ , \\ \\ \\\\ ... 5 ARE EI TO THE DISTURBANCE ALL EMDSION CONTROL MEASURES THEY U 1.- 7:111,...N \ \ BOUNDARY LINE AREINTENOEO TO SERVICE EROSION CONTROL MEASURES rde .. /-� `,• \\ \\ \ FLOW LINE EFFECTIVENESS. U Q iBY NE PROPOSED ARE TO BE PROPERLY MNNTNNED TO CONTINUE THEIR w4 z � \ ,, �� \ \"•. _ SECTION INE 6. IF GRADRMs OCCURS DURING THEMONTHS OF DECEMBER JANUARY and /�- G, - -_>•-- INDEX CONTOUR IDIi FEBRUARY DORAIAIIi SEEDNO PROCEWRES SHALL BE USED I..I C d c -J RY.�],ODTORM INLET Oil // Y / " •� \\�_- INTERMEDIATE CONTOUR ]. WRING DRY WEATHER KEEP LAWNS WATERED WITH SPRINKLERS N - HV.BBI.32(11•RCP(ell) / / \ `'. !'.. ` \ ` -‘,...... .:•••••.- OR OTTER APPROVED METHODS.RESEED ANY AREAS NOT J C _ k' � _J //...:::: 1 � . \N.. .• �` \ \ IP 1 ILL GERMINATING OR DMUGED AT NTEINKS AS MAY BE REQUIRED ��� ��jj (D �/ ML P'a'+'a®I I ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION F-1 -3 DIRE INET \ Al fin..,�� /� A \ \ ./ \� SWPPP PHASE 2 LEGEND AC1Nftt.WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL J 1C-BIN 64 % • '` /� 1! FLIL STAND OF GRA35 HAS BEEH onCL7.D NV=884.IKIYROP(E)) // \ // / ./�_.. /o ♦ • \ ` • TEDT32'Or IN BB4.1 12 �-� I ����` PEN NST.10 _ 8. THE MPLEMENTATION AND AWNTENANCE OF THE EROSION K 'RCP(117) //// ,' \ / \ //. �/y _►°, ie.I • \ 11;1ROTECTKIS AIL. DNMEXEIELIYG8ELT-0WAY n COPRAANDIOGINNERSOLE RESPONSIBILITY O"THE CONTRACTOR • STDR4 MANHSEC S AAT SF.>1B T +. \ / \�./;., / ai.f.O:fO°e. �N ' VVVEINDSECR011 •y9. RSIULL BE TIE CORRACTORS AND/OR OWNERS RESPONSIBILT'O 9 •••• RIM-88&14 4• s e•°OOH of w ♦ , NY-88215 / I -PERMANENT/TEMPORARY SEEDING INV-883.90(11•RCP(E)) I.O°r eO°IO°YY '. F�,tt‘ V - ' �JJJ�-�-•-� USE PUNTNG CHMRT TO MINIM.SEDIMENTATION(FROM ONSITE CONSTRUCTION m NV=8]9 WWII VBF]ENT PINCE A\ "' ••O O••• 1I'\ CONTRACTOR TO ACTIVRES)FROM BENG DEPOSITED ONTO ADJACENT PROPERTIES fig( cu 'Sp(54•RO(S)) PER MT.MD.10150710$ S �\.. ��! OO 'LOO Oee \ O°O°°°O CONSTRUCTION ENTRANCE AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH ic,d'm3 Py !y�\ ////// o °°i4 �\ 1 INVESTIGATE PIPE TO RULE 5-(33]WD 15-5 CONSTRUCTION ACTIVITY STORM WATER ` g" g \ O°i°r]-°�O�OOOOs`° .� / DETERMINE THE EXTENTS. RUNOFF CONTROL)IT SHALL ALSO BE THE CONTRACTORS AND/OR 0 a SAMTARY 4ANID{E `I\ 1 1 ' `•� �•� :: OOO°•AO°O°%�� I /I \ \ `� / r 1 -STAGNG AREA OWNERS RESPONSIBILITY TO OBTAIN ANY APPROVALS REWIRED E Q,-H 5 C t INN- / e`°e, •e 7 IJ 1 PIPE TO BE REMOVED IF L___J g s C S 7c(EIJ �\ •°YrYrYrll�1�4 O •/ / \; FA a FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE INV-BJJ.36(B•P f \•• r�" DRAINING ON SITE WATER. OF INTENT LETTER TO THE OFFICE OF WATER MAW.GEMENT, NV.B]Zffi(B'PLC(SU �` S °x'42"E /II � o s e o I �// ` '� \ • \ • M.S3 8'41- . -- /°seei erli:ir a 4, f (/ A ION PIPE TO BE TIED B4T0 STORM ® -POSTING AREA-4'PVC TUBE WITH END CAPS ATTACHED TO INDIANA DEPARTMENT OF ENVIRONMENTAL MATIAGEMEM PRIOR TO \\ O f O•°e°♦ ({1 / S IS • PROJECT CONSTRUCTION SON TO CONTAIN APPROVED AM CONSTRUCTION ACTIVITY. \ ,` O°OP O°D°O° e° [ • 'O • \ / �` SYSTEM IF DRAINING CONSTRUCTION DRAWINGS AND PERMITS FOR m I i •"°e°e°e°°e°°e°° 17 // / 'P OFF-SITE WATER.NO PIPES INSPECTORS. 10,FOR SEASONAL VARIATIONS-SEE SEASONAL SOIL PROTECTION R Y. _ •O`••• !° ` /� 4 • • I CHART IN THESE PLANS. / •i� -°r,°000°w°e°o / // Cq O `'� . ( TO RUN UNDER PROPOSED -CONCRETE WOA000i • `A e000voaO°eolo°o°y q'sa \p J \ °e°°e°s°°s i°�°°'�� ,/ l /j/r//� ;:eT��O �,••� I / \ BUILDING. O 11.PORTABLE TOILETS MUST BE ANCHORED. `oS ~ OOOee°�°OPO �`\ � FJ�Y •, ' p - �� ��� `' �r�-SLT FENCE ♦e°e°Oe�� �e 1 P C 'O C 1\ ��-UNITS OF DISTURBANCE(CONSTRUCT ION LIMITS) . \ ` .e;°e,����'� {I �o TAI, J CONTACT PERSON FOR EROSION . \R• to evoY O� J .o A ) • • 1\\\ ` WRAP.RESER TO G.DING PUN s EET c3a FOR smNG CONTROL&SEDIMENT PRACTICES N \I , �/ I ` \ -SRE DISCHARGE POR? WEIHE ENGNEERS.INC. \\\�•el \ ..� �//� ) \\ \ / ' ,`•�• \\ \\```` 1DIANAPOLL.IN AVE, \\'%4 \\ �' \ /i/ \ \\ \ I F. (31 POLL)5 46268 \\t ��.y-. • \ \ 11 1 -TREE PROTECTION TELEPHONE RFGWENE11 FAX(31]1843-317) \\ `, ENTAL ARKERFN:FRED.PARKER..,/,./1NET CONTACT PERSON:FRED PARKER,CPEat i� `/-�- . ® ) I 1 \ __-\ - 1 ' • 1 ` � _ DISTURBED ACREAGE y STORM MANHOLE, . \/ / 'I�I L•: 111111 =2.91±AC. I p y RN1.88J.92 illi; VV /1 NV.B]fl8](SIRV(N)) RV.B]&B](54'RCP(S)) .. r, ` q\ / /' // h.. I WARNING ' o Msco �/„ o "• // I LAND DESCRIPTION THIS PIAN TO BE USED FOR EROSION CONTRO ``�moi%'/'-( y,�- \\ \ ::. �' 7A/- // FVRPOSES ONLY.AOgigNAL EROSION .14795.64 m \\ I \ I j '''s ^ / / Pert d Br NorVrW WYYFd Bldon>Townslr D 17 NOM Range 3 Eeal,C. CONTROL MEASURES MAY BE REQUIRED N ME f Q 9 SAMTARY YAMIQE cf \► \\ \ } \ ./;/- / �yLa / / / TowrW p.Hamilton Co.,ytuatte.more particularly descnped as toad=s - FIELD BY THE INSPECTOR _ •!PF41pf8 't7 P NY=a]6.3X8'PK{N)) \ \\ \•:� :. - ..,.....,.:\.:*, _ " . / ^re'+um n es 2]secondrnWlest 3s e7e abrgO aso Nw ae - z•A °le4;1%) ay.e]&22(arole(sU \\ \`I .. / C est Ouader!bass of beam,9s,Wea•Cam»in the Center'perw -NOTE- P'p` L EVF'o!",`` \\ wN \ , •� c ed as Instnumen1 Number tY, Ara l 0Ille east Optof-ray line of Com THIS PLAN NpOrTES EROSI N CONTROL -] ],,,,,...00 southeastern corner I Sock F of said we Cam.C Menne Norm a8 degrees MEASURES REWIRED AFTER SOL STRIKING \\\ \ ( ::.� , / �Lyr`, / minutes t2 servo wast 510.]3 feel yore o rg I war-ne:sot' near et ANO PAD BUILDING HAI TAKEN PUDE \ \\ / /// MPOIMOF BEGINNING al the wesnem o1 wM Eaumen dewbedn COORDINATE MTIM DEVELOPER FOR w�` . / Instrument Number 300000050549,or file Office Re=nder,the fallow rid MEASURES REWIRED UNTIL PROPERTY nine(9)=Arse are along Bre southwest aM Y sad POM Easement.1) TURNED OVER FOR DEVELOPMENT. \\\\\ \ \ / //;,,,,.. .erre NOM BS degrees 03 minutes 37 secondsE 36.58 bet b a repay.3)thence COORDINATE WITH SOL CONSERVATION \\ !/ '°� / NaM IJ degrees 33 minutes 13 secags Ea 51.09 to a nEy-3)Knee North DISTRICT REPRESENTATIVE FOR ANY OTTER N ••✓ 55 degrees 31 minutes 24 seconds Eas166.06 par a)thence North 47 MEASURES REQUIRED DUE TO SITE [jI degrees 22 minutes 27 seconds East 110.00 / degrees 27 minutes 49 se=nds East 50.04 b ear:6)Ihense None 05 degrees LONOTIONS. E/] \\ \\I \ Oe / minutes se onds W st E ast 3I feel to :]) North 20 degrees 40 A I resA/IDtssslnn I \\ {�/// minulea 57 seconds Weal 166]31ee1 O a 81 .47 odb 44daraes 45 Y / / ��'i/C/ DETENTION POO mrmas 03tes 04 sN s West 9654 feet to i6onds Wast 98.63 Met 0 a E diameter mbar ce N ria cap Stamped \\I,\\ / \ -Seucwrepon�0W6'set(hereafter referred to as se mbar',thence SONn 52 \\ I \ � / �� de,es 55 a set tabor on 00 east right-of-way line eof COtes Onnmercee Drive.Me...nig g seconds west 266.26 feet three rn courses are along sa \\ ..:.:.:.:.:.:- .:::.:•:.:•:•:.:.:•:.:...S.:...:. �// right-of-way ane'.1)Knee Sou.36 degrees 06 minutes 42 seconds East 36.27 feel Qw \\ 1 ..,,c:50.---".."/ / ' b a rebeo 2)thence southeasterly 243.03 Mel along a=ore M MA rght ra=ng a \\ _ - \,.....,...:::::::::::.:.-;.-/ / „../ / ``,,. radius of]9500 bet and subtended by a long chord hemp a bearing of south 27 Z \\ \ I\ ,/i �� � I ��O�M I South 18 d minutes 0 minutes 0 se area East 119 53f To8 Kt POINTo a r:J)thence 0 South 18 degrees 40 minutes M se=nds Fast 119.5]het to the POINT OF v BEGINNING. rz. jj /�/ � Pin ONO.uML2g0 020320 POND WzW E ! , /\\\1 : , /�� ��j - /\ •` 111\�...a__• O MV.B1166(54-RCP(N)) `` \\ / / ® [11,. u/� a ! INY-81166(54-RCP(E)) 1 \\ E;� - T //�'• '' 811 I \\ INLETCURB /�///( DID SECNq/ 0 K d WY-877.80( )) N R \ `' '11,11 '' " Know what's below. S 0 - F ' y ti �� CaII before you dig. T No- 1_11 1 1 S` NTNMI MelOna CAI YSANITARY 4ANHOLE \\\\ \\ I \ \\\ 1 \ SCALE: 1' =3(7' B11 or II 11W B . 8. 5� C 101 i RN-586.511 \\ "M O IR~t y0'< PROJECT mo. 114 \ \ \ 0 7 60 a R OO�I:F::` W18.0330 10 I 9 8 I 7 I 5 I 4 I 3 I 2 I 1 10 I 9 I9 I 7 I 6 I 5 I 4 I 3 I 2 LINE TYPES EROSION CONTROL NOTES \\ __..______-____G- UNDERGROUND GAS 1. AU DISTURBED AREAS SHALL BE SODDED OR SEEDED.EXCEPT CO Y =-r4_� • UNDERGROUND WATER GUIDING PAD AND LANDSCAPE BEDS.SEE LANDSCAPE PIANS FOR 0 Z _ LOCATION OF LANDSCAPE BEDS. �\\\\\\ AERIAL ELECTRIC Q c \\\ UNDERGROUND ELECTRIC 2. ; ! :Z:::L PES.SLT < OFo..9.MATERNL NiIEET G 0 b O pj \ POND AERIAL FIBER OPTIC CABLE EROSION CONTROL SPECIFICATIONS t3 Ti... ' /� \ N.P,=883.00 8.r OVERHEAD USURY ,Z, C „,,<- 3 /\ `\ ��. \\`\\ 100 YR.=88].13 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL O sj O� 7 \ sty. --:• tL 3\_OS\\ T.O.B.-867.13 nl Rf FORCE LOIN SEDIMENT FROM LEAVING TOE CONSTRUCTION SITE BY WAY OF O i --- j 7 \ �.` -T,l_1 s / S"WC .•• •'7.•4 \ - SANRARY SEWER EROSIXI,IF EROSION OF SEDIMENT FROM THE SITE IS TAKING re,•S O n o - / \ 1 �� J / ,/- :: :: \" _ _ STORM SEWER PLACE,THE CONTRACTOR IMMEDIATELY THE SHALLTAKE < - / :•.:.•; '.•:: �\ DEIENIip'1 PGIIO RIGHT OF WAY LINE PREVENTATIVE CONSLLTED N THE EVENT THIS HAPPENS. ENGINEER SHALL BE / /: ... •••JJJLLL,,, \ O - O O CHAIN LINK FENCE :.. ..: Y:: •".:!L„: . .h 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA % 9l1/11 ::•:••,L "" \\\\ U O O O BOARD FENCE THAT WILL REMAIN UNALTERED N EXCESS OF 15 DAYS. < \ / \ x.Y::'':...••/\ ?'t:1_i'::':::.:i.:_. :_{i•V `w III IRON FENCE• -s- CET s sT s did '�`�•-`- EETBACK LNE .SPuNE EFFECTIVENESS.RE TOE PROPERLY MNNTNNED TO CONTINUE THEIR r \ V Q IBM NE , / �. ^. T.• •S:Y . ?t: 4:::.T.:'_ \ W .. Bonnet! N V, ��-_.. ----` ---.^.-- - ^-;-;;;•'••;,`���� \\\. SECTION LINE R. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER,JANUARY m -- C .......... Bdl �_ WDE%CONTOUR H ^• ^ ""' v::.;..\ \\\�._ OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. .T N RIY�=BNLE B].00T .:.]C..:V.: -`\ ► Y ::':+:::' -_ bl - INTERMEDIATE CONTOUR i N y i - �_ DURING DRV WEATHER.KEEP LAWS WATERED WITH SPRINKLERS NV=N&5112-RCVW •:: :�;•Y• //� \ :*'' �:r"•' " :;*X%y.•'\\\\\ OR OTHER APPROVED METHODS.RESEED ANY AREAS NOT 32 . / ji,\�� ant pa :;::7;: .:. i:;•'•:;:••••• I ----...,---215__: I ....,,,,,..x..=. I ACCORGERMINING T OR DAMAGEDSEASONAL C NDMON ANDDALS.CONSTMAY BE REQUIRED �j L� (p \ _ Y..T:T ':...:::.:t,":.;"::.(' ACCORDING TO SEASIXJAL GONDRION M10/OR CONSTRUCTION H 'C-J ''\` % \•')^� // \ ... :.9::::i:•�lr::'�•:.:� .1;;;•n(.;; Y ACTIVITY.WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL CURB INLET • .g<- �` w-eeIL7 wj :•: :;:t::" «::•y: •.; k; SWPPP PHASE 2 LEGEND = R=887.61 // \ - ...1.7.:.• •'*.'...• FULL STAND OF GRASS HAS BEEN OBTAINED. W 1.13 Y « Ra([)) O \ ••� � TDD-esdA1 : :. •ci:vr_::.i.::: y.�... REGULATED aw:SAscicHr NV=881.1 12• // \ '� .;f•:..:•,., I..y' � . // , / /.:::;•}!._:.• �-/ Y:' r��•F :.::<.;''.::; x'::. '}LZ'. PER I.T.NO. OIDl20 8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION Ny.8N 11(12•M.P(M)) // b / .--. ` la A.L..A. -INLET PROTECTION WITH OVERFLOW C // /// •jh'-...'1 '.7. .--. /� \ T:::.T':.1#2,..:,.%:.....: ••::�]c.''�:.:lT./.J'T•Yyy CONTROL IS THE SOLE RESPONSIBILrry OF THE CONTRACTOR `/ `�:: � -�\ :§t:.:1:-': 'v . 0-..1::::3':F�(i:':•':•3 YY { �� (DANDY SAL ON Y COMPLETEELY ELOW THE GRATE AND/OR ONMER STEAL MANHOLE 51NITART Wr. FASFLENT / / 41,10 ... ... ...Y•�•:'! ... .. .... 11 ' , PROTECTION IS ALLOWED IN THE PUBLIC RIGHT-OF-WAY // PW "RJ 2Ws-161,15 --i-•\ �i � •••'•'.w:��1V.::YY.:':..\.: •V:""N":ti:::. ': END S88Z25 l[,J:;:•1:'::i' 9. IT SNAIL BE THE CONTRACTORS ANDIOR OWNERS RESPONSIBILITY - R1M=888.14 MUM F / ��.IA ':.'X.:.X:':iT:.: "\Y'.'.]!'.:::'A:::X.:'.: •I. SIy-�� ))) r'•':':::'±:1 -PERIONEWPIEMPORARY SEEDING TO MINIMIZE SEDIMENTATION(FROM ONSITE CONSTRUCTION NV.88390(I2•RCP(E1) \ ' \-© Al( r` j,�A,• ... .::• :•:. .. 1 _ _ _ a 3 .. Pi INV=879 PTA B FASELENT PNA:FL - I. '::::1:4:?:- ,1 1':::�T.':SDC.:C.1;.:. //)` C VESTIG TTE TG USE PLANTING CHART ACTIVITIES/FROM BEING DEPOSITED ONTO ADJACENTN WITH =R N -50(51• S)) \\��./� PER NSI,x0.2015G71032 � /'•'� /� l/ -.1.Y.F'. :t- / /1 I INVESTIGATEPIPE TO 'i�i�i�iB AND RECEIVING STREAMSIDRCHES IN STRICT COMPLIANCE WITH $ _yn m'i 0 y[�--.• - �'•';^•;!::.� / �.:�.:\ �' / .� : .. / 'O-b-b-L -CONSTRUCTION ENTRANCE RULE 5.(32NTROLL5.CONSTRUCTION ACTIVITY STORM WATER t3yr ••..\ / DETERMINE THE EXTENTS. RUNOFF CONTROL R SHALL ALSO BE THE CONTRACTORS AND/OR 3 ..:3::'.•t:•x:.+•':. : '.^ L �. ..::::.o i {�, :x':8.:•• \�/� �► \� o SAMTARr NAF/lpf \\ 7y.'. ® \ \ "::•T•'::X'•w• • ••:•''•T•:((Y' PIPE TO BE REMOVED r---, OWNER5 RESPONSIBIl1tt TO OBTNN ANY APPROVALS REDUIEO �3 L RY=88811 ,:•'+�:•� / r• :•.y:•.•'� \ :'::YL'::•I'::::.: At• ...x:::. L--....J -STAGING AREA FROM TIE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE _ - - \\ / ` :7 / �• : ;•',:• ••••••••• DRAINING ON SITE WATER. OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, NV-877.36(6"PAIXEn 'c\ S,°06'42"E !. ''L f'-\7 // e \ ;.(t•.:..*.f..0::...s NV=87726(BT9C(S)) ::^r'' \4��,� 7 \ :1 .T:::.8...:.1' '��-if, PIPE TO BE TIED INTO STORM INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO „ \\S3 8'47- 62T(Af) N, - ® 8.+r CONSTRUCTION ACTIVITY. \\ Te.. ':'/ `J\. ,/ \ Y"'••" •�'•'�'• SYSTEM ff DRAINING -POSTING AREA PVC TUBE WITH END CAPS ATTACHED TO • \ ` 7� / 4 �`_• PROTECT CONSTRITCTION 31GN TO PERMITS F APPROVED 'fA - \ ` l VVV '1' ••...i'.'•..y.'+:A.: •' '•"• CON3TRLTLTNXJRUCTIOGS AND FOR 10.FOR SEASONAL VARIATION3-3EE SEASONAL SOIL PROTECTION°��••% / .yam g OFF-SITE WATER.NO PIPESR \ I \ 5?�® S ::•.�.:::!:•::..•T7.T••y: cl CHART IN THESE PIANS. M �'�'�I A� ` \. , co '•.•JFi C ...*:..i,,7ly,'.....:.T:.. TO RUN UNDER PROPOSED INSPECTORS. m �` C `,.,\\ I,, 7C tS IEP Q739 / / i�\-_ ;•T T t1BR�, .1.T:Yf :;::::,:::.:..::;c...:1:.1. BUBDING O -CONCRETE WASHOUT 11,PORTABLE TOILETS MUST E ANCHORED. C'$. q' � 1' ,\\ •.Olio / '\ � 9CC�S 7P�G i'V i.i x� L:: -SILT FENCE .i►{ CONTACT PERSON FOR EROSION Qkf %\`\`f) �_ - 4 f \::.:::• '�,o'Pr1°-yc .....*::,:i:-...'M s :; • x, ,` -g ., LIMITS OF DISTURBANCE(CONSTRUCTION CLARKS) CONTROL&SEDIMENT PRACTICES _ \ S� \\ / 'f_I .• \: X 'S c' •<: Y X y �i Y\\ \ \` •e=s -RIPRAP,REFER TO GRADING PLAN SHEET C300 FOR SONG - e -t}. ... •........ \ -by_ \! !\�� • 11 \Y 7X I. AY* 3• \\ `, 1 A WEIHE ENGINEERS.SITE DISCHARGE POINT 10505N.COLLEGE AVE. 's` 111 .. .�:.':.!K:.... INDIANAPOLIS IN 46268 �\�� ‘5, f' \ i -.L... I C, \� '.y'....: \• \ •= *ii.::::::::**.:::::::.: ':F:7.:..•: Y `` `, TELEPHONE 1054 BI6fifit1 ff V' `II ::r\ !: .:Y.T.:::.T.::.• -f �1' , FA%:(317)8410546 \\\� \), \\v/ •.•:T::: Y 1 t EMAIL PARNERF�WEIHE NET `Ns Y, \ \ N�(,...:.•-} t,P y r •. ,..` \ ` CONTACT PERSON:FRED PARKER,CPESC E ZS ot V. \ /� \\ \ :•:..;_.:r•: • , U AGE t g t2 \� ,,gp� '.. ?: �SY:'_`=c. DIST RBED ACRE .., WAN MANHOLE- NI 1` ,,,..:::::::.:::::::",:w40): : ISA, �" \ : t - =2.91 f AC. RIM.187.92 �61\ 1 ��� \ .[i• �Si:.t.:�::•.:�::•3.;• .:. S� I IW'w xv=e7a67(s4RCP(N)) i`. •.! I :i:::.v LL.. e NV-878.87(51'RCP(5)) % % .'1-7'/0 •.vl:s::.:'::Y:.:x:: •:.r%x.o \\ Y.: .... '/ �,\ ....Y.'::. Z ::::1::'. '•• ) 11111111111rafg :_ \/11V. �/f�t • ::_ :;;':::i-::•::: .. / LAND -WARNING- ysco7r pa' \\ ff �C \ i Ltll`1D DESI.RIP"1-ION THIS PIAN TO BE USED FOR EROSION CONTROL `�.`��Jv •vJ ' \�i • \ ;Y y 3 .i CC 3A4 PURPOSES ONLY.ADIXIgNAL EROSION b1A•JaGr '0S \/ M} y:;• q�� CONTROL MEASURES MAY BE REQUIRED IN THE \\ 000 Part of the Nomwsl QMrter of Section 7.Township 17 Nor.,Range 3 East Clay FIELD BY THE INSPECTOR 7 - v \\ 42 \ Y::;:.!!•ii. :x.:¢" T _ i P E 79 _ \ , 9 / TowrehD Hamilton cpunry,Indiana.mora PampaaM described follows. SN97ART NANgE ':x:::.Y:.. .:::ti:. Y• - R91M87.B7 \ \\ \ / s�.o^-. Y'F•'� C°mmmting al the so�nhwesl comer°f said Northeast Duan mance No.BB NVa87132(8-PK(N)) \\ \\ / \ .... \ \ Milk. \\ :::6"".' - '•1 s: �. rees w minutes z7 seconds East 891.36 feel along Me south me or sae ,� I� ` NV.eM - •�•;�•' Northeast Darter(basis of bean gs per West Carmel Center Per Nat hereof, \,s- 2Xaslds7) ' I NOTE- r, 'ONAL \ :JP••"iCr:. A'x:' - d.as Instrument Number 200300.1665 n Ilre Office of me Recorder of \ y'\ \ A' D :'>f:•,.'(• '••~ •• •' �, Hamilton County,IMMna)to me east ngMOFwaY line of Commerce Dive 8.M Ole THIS PLAN INDICATES EROSION CONTROL ?� 'rrl II 11111\\\\\\\s� \\ -1,.......*. 'K.:' :::"!••••r••• T.. southeastern corner of.c.8 F of said West Car.Center,mance No.18 MEASURES REWIRED AFTER SOIL STRIPPING \ :\ 23I • 1,... \ GOLF ''.... e•-;;Y: S • / 40 m nines 12 secwe West 540 73 feet along said east rgMdf-way I ne to a.ar at AND PAD BUILDING HAS TAKEN PLACE. 3\ \ / \ \,'0\ 2• / me POINT OF BEGINNING at me western comer of a PoM Easement described in COORDINATE WITH DEVELOPER FOR \\\A `A -)R 3 O�1 Instrument NVmhr 200000050549 on fie-n IM Office of sae Recorder.Ne(Glowing MEASURES REQUIRED UNTIL PROPERTY \ \ \� l• • •••'•\ /• )� *in.- 1 15 i -,•4,- :+ // nine Gent N m degrcourse are ees 0 5054.menu37i ein the Oast 36 se legit b a er M 21 mance cooRDINATETURNED VwrrH solOL C'oxsOERVATgN M\g' •.::::.-.F.7 ::::::::.7.?-:,* A 4 / NOM 43 degrees ut minutes or.Earl East 54.09 1ee1 b a mbar,3)mance NOM DISTRICT REPRESENTATIVE FOR ANY OTHER \\\ \\ T•-`\ \ '�� r / 55 tlegrees 3t minutes 24 seconds Earl 66 OB I.to a mOar 4I tlbnce NOM 47 MEASURES REQUIRED DUE TO SITE W \\ '- �' ......................:..1'-..".. degrees 22 m nines 27 seconds Easl 11000 feet to mba 5)thence North 35 CONDITIONS. 7J3 \\ ® 7'` /+ degrees 2717 pules 49 seconds36 feet t to a f b mbar,6)margo NOM OS degrees \\ \\ ' ,.+ 1.e' .AV/ / 40 minutes 17 seconds sEast econd 3fi fast t° -])menta NaM 20 North 40 \\ \ minutes 57 sem.s West 16fi 731.1 to a :B) No.47 degrees 45 •: IY b 10 1 I.LID; 1\\ gg■ pElENROY POND m nines 04 secoHMs West 9863 I.to a gib :9) North 44 degrees 22 ()q V .firvUlm.•a1�nnT J \\ \ \\ \j :::i 1� �0 // mines 03.cones West EU 1.1 to II . arae stamped \\ 'Slrucbrepoinl-0004'8.N(hereafter rebnetl to as sal mbar.).mance Scum 52 \\ \ / p -l // degrees 55 minutes 30 seconds West 2E6,26 feet t°a set rebar on sae east \\ �'•* \.4.\ / rt9Fo av line,1).ncof e south Or.,the three(3)resumesamst3 sae . 1'. .y .�.^.•j r// AMAX-way degrees O6 morulas sz sambas East 3627 feet Z \ •"4 %ees`r ' b a rebs,2)Ihenm satMaslerly 242.02 feet along a curve l0.neon having a a /-41::: de:::/..17.;..4`e:'.!-:�4` :'- raaius of 7vsm teal and subleHmed by a long cnoHd nar�ng a baanlg or scum v \\ Y \,,,---....,......0:.;:,:-.:;4-:-4,„:„:.41---,, / / DIF OTR v 1 U[ degrees 23 minutes 26 seconds East and a length of 241.08 font to a mbar:3)thence :i. : 1111L 6b11�1BI SpA 18 degrees 40 minutes N seconds East 119.53 feel b Ort POINT OF \\ . BEGINNING. ��. 'AT.i•�L•l:X. .:::K••• ..�"••:�.;:. REDUATFD ORNX IASEYENf Ej' \\ • .';^:'..:..:5..: '•.':•:Y'.-' PER Ns.N0.2007020.720 f-1 \ \\ a :;.-;.-w;�:..c''.:::i !`:; � / POND 8 \ \ �� \ r .. NP, 879.00 \\\ \ r i i t .. 100 YR 883,87 L�T7] \\\` A V( y „,-"" T.O.B.=888,67 I {\\ W.:::::.......41:.::1:::,. : :.... r .. I 8.4/' z 1 STORM MANHOLE \ `\ 'JJY••• / IL. F's x R111.886 04 l ( ..eI II•��' ✓I--) d I INV=1377,56(51-RCP(N)) .01 7 it`s NT9/I iB INV.877,66(51 RCP(E)) \\ r.\)\\\ �" a ,f� 0 @ E. F NVc k2f' M.-1 to W - • CURB NLEi / /j/ W V F \\ TC-9&5.52 (// eo sErT a (_, 111 Q \\ INV=877.&1( . l N114�.•H 011,877 80( %B) l N O 2 i 1 AV �� � ��1 W _ �`t- E _ ' g tn.° e +� Know what's below. ii \\ Call before you dig. SHETNO' R , ' , _ , WlllMh Indiana CW 1 3 SURTNRY YANIOLE \\ \ \ , S 811 or 800-382^53 a C 1 02 *B yp SCALE: t' = 30' pw xAIer M et G`4s.M ^ I ( oF,RbM„ PROJECT NO, NN-BB6.5J , MISA \,l , 0 s 8.0 co BONMON NE 1- ars25 aaN. W18.0330 illi 10 I 9 I a I 7 I • 5 I 1 5 2 10 I 9 I 5 I 7 I B I 3 I 4 I 3 I 2 I 1 0 w SWPPP FOR CONSTRUCTION SITES: SECTION 1 EMERGENCY RESPONSE NUMBERS RULE 6.SPILLS OF OIL AND OTHER 327IAC 2-6.14 REPORTABLE SPILLS:TRANSPORTATION C a = N COMMERCE TNS DEFNMON EXCLUOES CARRIAGE WITHIN A FACILITY BY AUTHORITY:IC 1. d DIGIT WATERSHED HYDROLOGIC LINN CODE:05120201090070 EMERGENCY FOR ANY LIFE THREATENING PROBLEM 911 OBJECTIONABLE SUBSTANCES- TRANSPORTATION EQUIPMENT OWNED.OPERATED,OR CONTROLLED BY THAT AFF IC 1311/Y X:1118-1;IL 13-1841C 1118-L IC 1118-1] O O 2. NAME OF ALL RECEIVING WATERS IF THE DISCHARGE IS TO A MUNICIPAL SEPARATE STORM SEWER,IDENTIFI'THE ULTIMATE J FALLTtt m REPORTING,CONTAINMENT AND CLEANUP (I I)"OBJECTIONABLE SUBSTANCES"MEANS SUBSTANCES THAT ARE PEC.L THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST < k RECEIVING WATER: CROOKED CREEK(MARION) CARMEL FIRE DEPARTMENT 31]-571-2800C x 3. ESTIMATE OF PEAK DISCHARGE FOR POST CONSTRUCTION CONDITIONS(10-YEAR):11.79 UO BE REPORTED: 0 y ti (REPEALED BY WATER POLLUTION CONTROL BOARD:RED FEB 2E 1997,10 P.M:20 R N)OF A pUANiITY AND A TYPE AND 11)SPILLS THAT DAMAGE THE WATERS O THE STATE 50 AS TO CAUSE DEATH V H -OD`O /. LOCATIONS OF SPECIFIC POINTS WHERE STORMWATER DISCHARGE WILL LEAVE THE SfTE:SE CORNER O THE SITE INTO CITY CARMEL POLICE DEPARTMENT 317-571-2500 O 0 e a , ) (B)PRESENT FOR A DURATION AND N A LOCATION; OR ACUTE INJURY OR ILNE55 TO WATERS.OR ANIMALS. STORM SES ELL SO AS TO DAMAGE WATERS OF THE STATE.TNS DEFINITION EXCLUDES10 O„ 5. LOCATIONS WHERE STORMWATER MAY BE DIRECTLY DISCHARGED INTO GROUNDWATER,SUCH AS ABANDONED WELLS OR INDIANA DEPT.OF NATURAL RESOURCES 01247]-0713 HAZARDOUS SUBSTANCES EXTREMELY HAZARDOUS SUBSTANCES, (2)SPILLS THAT DAMAGE SURFACE O w 10 VS O SINKHOLES:WA RULE 8.1.SPILS;REPORTING,CONTAINMENT.AND RESPONSE (3)SPILLS TO SOIL'. U M A M O 6. SOILS MAP OF TIE PREDOMINANT SOIL TYPES INCLUDING: INDIANA DEPT.OF ENVIRONMENTAL MANAGEMENT 31]-233]]45 PETROLEUM,AND MATURES THEREOF. (A)SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS •G y ,p NI wt 3 a. SOIL LEGEND WITH DESCRIPTIONS OF EACH SOIL TYPE THIS SHEET 327 IAC 2-6.1-1 APPLICABILITY DESIGNATEDNBSCENE COORDINATOR.MEARSASTATE BFEDERAL OFICLLL SUBSTANCESMIENTHE AMOUNT SPILLED EXCEEDS ONE HUNDRED(100) Z O COon v NE K. BRIEF DESCRIPTOR OF HOW THE SITE HAS ACCOMMODATED THE EXISTNG SOIL LIMITATIONS HAMILTON COUNTY COUNTY SOIL AND WATER 317-7]31406 AUTHORITY:IC 13148) BY THE DEPARTMENT,THE UNTIED STATES ENVIRONMENTAL POUNDS OR THE REPORTABLE QUANTITY.WHICHEVER IS LESS; D 4j O PROTECTION AGENCY.OR THE UNITED STATES COAST GUARD TO DIRECT AND .2 --- Z 7. DESCRIPTION O POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES: POTENTIAL AFFECTED:IC 1311-2;IC 11161;IC 1318-3;IC 11188,IC 1118-t] (B)SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS 0 POLLUTANTS FROM CONSTRUCTION ACTMTV SUCH AS ASPHALT FROM PAVING;CONCRETE FROM CURBING,SIDEWALKS.OIL, CITY OF CARMEL ENGINEERING 317571-2441 SEC.1.THIS RULE APPLIES TO THE REPORTING AND CONTNNMENT OF,AND THE COORDINATESYRECRSPECIAL SPILL RESPONSE ANY TIES. FOIRFry-FIRE(55)GALLONS; G^.30.n-. - GREASE,ANTIFREEZE,GASOLINE AND DIESEL FUEL FROM CONSTRUCTION ESIENENT;SOIL EROSION.FERTLJZER AND RESPONSE TO THOSE SPLLS OF HAZARDOUS SUBSTANCES. (13)"RA)BOATING,ATONN WATERS"MEANS ANY WATER USED FOR: ,•, PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM EXTREMELY HAZARDOUS SUBSTANCES,PETROLEUM,AND OBJECTIONABLE (A) SWIMMING FISHING,HUNTING.'TRAPPING.OR WILDLIFE HF THIS R OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 1(11) ENTERING THE STORM SYSTEM.TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE SUBSTANCES THAT ARE O A QUANTITY,TYPE,DURATION AND INA LOCATION AS VEINING:OR O THIS RULE. POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. SECTION 2 MATERIAL HANDLING AND TO DAMAGE THE WATERS OF THE STATE.NOTHING IN THIS RULE IS INTENDED TO (8)PUBLJL ACCESS AREAS THAT ARE OWNED BY TIE DEPART MENTO (/J ANY SPILL FOR WHICHA SPILLD' RESPONSE HAS NOT BEEN DONE.(WATER 8. TEMPORARY AND PERMANENT STORMWATER QUALITY MEASURES'. AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER NATURAL RESOURCES OR THE FEDERAL GOVERNMENT;AS LSTED BY THE POLLUTION CONTROL BOARD:327 MC 24.1$:FLED FEB 25.1997,100 P.M,:201R TEMPORARY WATER QUALITY MEASURES INCLUDE INLET PROECTON MEASURES AND SLT FENCING.PERMANENT WATER SPILL PREVENTION PLAN FEDERAL STATE,OR LOCAL LAWS.(WATER POLLUTION CONTROL BOARD;321 IAC DEPARTMENT' 1733;READOPTED FLED JAN I0 2001.3:23 P.M.:24 10.1518;READOPTED FLED QUALITY MEASURES INCLUDE AQUA SWIRL WATER QUALITY UNIT(AS3)AND VEGETATED FILTER STRIPS ALONG WITH A WET N ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING 24.1-1;FILED FEB 25199),100 P.M.:20 IR 1731;READOPTED (14)'REPORTABLE pUANTfM MEANS THE AMOUNT OF ANAV SRESARDOUS Nov 21,2007,1:18 P.M.:200)12191R2210705538FN FILED JAN 10.2001,3:23 P.M.:2/IN 1516:READOPTED FILED NOV 21,Z00],1:18 P.M.: SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED TO BE DETENTION POLO. CONSTRUCTION THE CONTRACTORS SWILL IMPLEMENT THIS MATERIALREPORTED UNDER FEDERAL LAW UNDER 42 U.S.C.9602(A)AND RI)AND 42 U.S.C. 200712t91RJ2)07D5538EA) g603(gL(40 CFR 602A OR w CFR 355 APPENDIX A)I15)'SPLLL"MEANS ANY 327 IAC 2fi.1-7 REPORTABLE SPILLS;RESPONSIBILITIES 71 Cl) 9. GENERAL CONSTRUCTION SEQUENCE, HANDLING AND SPILL PREVENTION PUN.THE CONTRACTOR SHALL REVIEWLyl J C UNEXPECTED.UNINTENDED.ABNORMAL.OR UNAPPROVED DUMPING,LEAKAGE, AFFECTEDNITHORATIC 131L87 r l a. AE ME-CONSTRUCTIONHRKADDITIONALLY, MELTING WITH THE CITY OF CARMEL IS REQUIRED AST H TO THE PRIORCOMMENCEMENT F ANY THIS PLANS ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT 327 IAC 2-6.1-2 SPECIAL AREAS AFFECTED IL IEA PERSON 13100;IP OPERATES CONTROLS N16O;S OR13-18-17MAB C 0/ EARTHWORK N ENTRNACE-EEOV REQUIRED TORE TANDCONTACTED RI L 4NDPLACPRIORE AT CONSTRUCTION.STHE PLAN AS WELL. HANNAGE.SSEBSTADISCHARGE MEOTHERLOSSSFUBSTANCES, SEC WHO SPILLILLOCCANY u a D. CONSTRUCTION ENTRARCE-REMOVE EXISTING ASPHALT AND STRIP TOPSOIL AND PLACE STONE AT ACCESS POINT AUTHORITY:IO 13148-7 C � p HAZARDOUSEIONBLE SUBSTANCES ES.THE TTHE TERM DOES HAZARDOUS SUT BSTANCES.REL AR 1` '�J ALONG GRAND BOULEVARD. I.CONSTRUCTION EDUFMENT AFFECTED:IC 1311-Z:IC 13161;IO 13163:IC 13188;/O 111817 MOGE O TRANSPORTATION OR FACILITY FROM WHICH A OCCURS SHALL, r'l '�" c. INSTALL SILT FENCING AND ALL OTHER EROSION CONTROL MEASURES PRIOR TO ANY EARTH MOVING. A FUELING.LUBRICATION AND FLUIDS:ALL OPERATIONS INVOLVING THE SEC.2.CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIOB OBJECTIONABLE WHEN THE SUBSTANCE DDOE NOT MIGRATE OFF THE S TO UPONTHE STATEEDY OA REPORTABLE SPILL TO THESOILOR SURFACE WATERS N"0 C d .4 a. EARTHWORK-STRIP TOPSOIL,BEGIN ROUGH GRADING AND PREPARE BUILDING PAD AND ROUGH GRADE. GEOLOGY,A LARGE SECTION OF THE MID-SOUTHERN PART OF THE STATE ISA KARST O THE DO THE FOLLOWING: L� w ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION.AS SURFACE OR PENETRATE THE SURFACE AND ENTER THE SOL _ e. SANITARY SEWER-INSTALL SANITARY SEWER SYSTEM DESIGNATED BY THE CONSTRUCTION MANAGER,SO THAT SPILLS ARE LIMITED REGION.PORTIONS OF SAINT JOSEPH,ELKHART.KOSCIUSKO.AND UGRANGE MATERIAL CONTAIN THE ENTESPILL RINF G THE WATERSBLE TO REVENTAOTE. SPILLED W _L 1. STORM SEWER-INSTALL STORM SEWER SYSTEM AND CORRESPONDING INLET PROTECTION TO ONE LOCATION ON THE SITE WHICH WILL FACILITATE THE CLEANUP OF COUNTIES CONTAIN A SOLE SOURCE AQUIFER ASREFERENCED (II)'SPILL PORPOSES OF THIS RULE.MEANSTHE FIXLON'NG. UNDERTAKE OR CAUSE ERS TERSOTHE RTAKE STATE. rT II U 9. UTILITIES-COORDINATE INSTALLATION OF ALL UTILITIES. IN 42 USG.SOOM3(E).THE WATERS OF THE STATE ARE PARTICULARLY VULNERABLE TO (N THE SPILL IS CONTAINED:AND ACCOMPLISH UNDERTAKE GBE OTHERS TO UNDERTAKE ACTATTIES NEEDED TO W �l U_Q 5%CBL.IF AN ED AND S ORED TANK IS PLANED AR BE TG SRO R SHALL BE IPI LREE MATERIAL IS AN ORAL EP NEUTRALIZED. IlSOONA SPILL BLE,BUT W �1^1 Fti A. FINISH GRADING AND PERMANENT EROSION CONTROL-FINISH GRADE AND PERMANENTLY SEED ALL PROPERTY DOUBLE WALLED AND STORED IN THIS DESIGNED AREA THIS LOCATION IS AN DAMAGE FROM SPILLS IN THESE AREAS,AND CARE SHOULD BE (1))'SPILL REPORT MEANS AN ORAL REPORT THAT INCLUDES THE FOLLOWING OO 0) PERIMETER AREAS. EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS,INFORMATION ABOUT THESE COMMUNICATE 1 SNOW TE A SPILL E BUT WO TH TWO A TOURS OF ENVIRON RE. C ID. ,-. AREATHAT EEILL ENT ALASPILL,SPITHE FLUIDSHALIMMEDMIGRATE INTOSUE CEANE INNATTHATOUT AS EPORE EXTENTTHATMEINFOfiMATIONIB NAGEM ,OFFICE REPORT TOAITDEMRGENC ONSE4SENTAL H1 KO � PAVEMENT-INSTALL STONE.BASE COURSES AND FINISHED GRADES FOR ENTRY DRIVE. AREAS CAN BE OBTAINED BY LALLING THE DEPARTMENT OF ENVIRONMENTALT SOILS.IETHEEVENT OFASPILL,THE FLUIDL SHALL IMMEDIATELYAECLEANED KNOWNATTIFTME D THE REPORT: MANAGEMENT, UNTO QUALITY.ALS(TOLL RESPONSE 234- AT: 0F, OJ V J. CIFANW-CON RACTORTIONSA DRESEED.HALL ALL EXCESS ARTERIALS.REGRAOE AND STABILIZE ALL AREAS DISTURBED BY UP BY REMOVING THE CONTAMINATED SOIL OR STONE WHICH SHALL BE MANACODE 1-MEN317745 FOFLAND TATE CALLSTY, EMERGENCY RESPONSE-7745FSECTION:AREA (M)TRE NAME,ADDRESS,AND TELFPNONF NUMBER OF THE PERSON AREA CODE t-BB823}))45 FOR INSTATE CALLS(TOLL FREE).(31))2317)15 FOR `/ UTILITY INSTALUTIONS AND RESEED. CODE 14882]1)]05 FOR INSTATE CALLS(TOLL FREE).(317)2337)/5 FOR O -OP-S ATE CALLS.IF NEW OR UPDATED SPILL REPORT INFORMATION C C = DISPOSED OF IN AN ACCEPTABLE MANNER.SPILLS ON HARD SURFACES SHALL MAKING THE SPILL REPORT. K FINAL UNOSCARNG-INSTALL FINAL LANDSCAPING. BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE OUT-OF-STATE CALLS. POLLUTION CONTROL BOARD;32]IAC 24.13;FILED FEB (13)THE NAME.ADDRESS.AND TELEPHONE NUMBER OF A CONTACT BECOMES KNOWN THAT INDICATES IN THE c/1 @ 10. LOCATION OF PROPOSED SOIL STOCKPILES,BORROW,AND/OR DISPOSAL AREAS:STOCKPILES WILL BE GENERALLY ON THE 25 199),100 P.M.:201R1731:READOPTED FLED JAN 10,2001,3:23 P.M:N IR 1518; z ABSORBENT MATERIAL DISPOSED OF IN A PROPER MANNER THE SPILL SHALL PERSON IF DIFFERENT FROM CAUSE(A). LIKELIHOOD OF DAMAGE TO THE WATERS OF THE STATE,THE RESPONSIBLE J SOUTH PORTION OF THE SITE SINCE MOST OF THE SITE WILL BE IN CER. READOPTED ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTOR MANAGERS FILED NOV21,200],1:18P.M.:200)121940227070553BFA ERRATA FLED (C)THE LOCATION OF THE SPILL. PARTY SHALL NOTIFY THE DEPARTMENT AS SOON AS POSSIBLE BUT WITHIN C _ 11. TEMPORARY AND PERMANENT SURFACE STABILIZATION METHODS APPROPRIATE FOR EACH SEASON. SUPERINTENDENT. MAY 27,2008'2.00 P.M.200800254R22709041MCA) (D)THE TIME OF THE SPILL. TWO(2)HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES M W J PROVIDE APPLICATION RATES FOR SOIL AMENDMENTS AND SEED MIXTURES AS WELL AS,THE TYPE AND APPLICATOR RATE 8.EQUIPMENT REPAIR ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM (E)THE IDENTIFICATION OF THE SUBSTANCE SPILLED. FOR MULCH'.SEEDING CHART SHOWN ON THIS SHEET,SEEDING DETAILS SHOWN ON 0103, 327 IAC 2-6,1-3 EXCLUSIONS (F) THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH,SHOULD THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR (4)SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, 12. EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR INDIVIDUAL BUILDING LOTS:EROSION CONTROL SPECS ARE ON AUTHORITY:IC 131487 MAY FURTHER P ALWAYS BE DONE OFFSITE ATA FACILITY THAT IS MORE SUITABLE THAN A URHEBE SPILLED. OFFICE OF LAND QUALITY,EMERGENCY RESPONSE SECTION(MC 8030),2525 N. SHEET 0100,L101,L102,0103,C900 AND C901. CONSTRUCTION SITE TO HANDLE SPILLS.WHEN EQUIPMENT MUST BE AFFECTED:IC 1311.2;X;13181;IC 13163:IC 13188;IO 111817 (G)THE DURATION OF THE SPILL. SHADELARD AVE.,SUITE 100,INDIANAPOLIS,IN 482181)87,A WRITTEN COPY 13. ARTERIAL HANDLING.STODGEx AND SPILL PREVENTION PUN: SEC3NO REPAIRED ONSITE IT SHOULD BE MOVED TO THE MAINTENANCE AND FURLING .. T WITHSTANDING ANY OTHER SECTION OF THIS RULETHE REPORTING, (NITRE SOURCE OF THE SPILL. Y THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. a. LIST OF EXPECTED MATERIALS THAT MAY BE PRESENT ON THE SITE DURING CONSTRUCTION OPERATIONS ASPHALT. AREA IF POSSIBLE.OTN:RWISE.SIXTABLEON SITE CONTAINERS SHOULD BE REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING D)NAME AND LOCATION OF THE WATERS DAMAGED. (5)EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, - CONCRETE, GREASE,ANTIFREEZE GASOLINE AND DIESEL FUEL.SOL,FERTILIZER,PESTICIDES,STEEL,WOOD. OCCURRENCES: (J)THE IDENTITY O ANY RESPONSE ORGANIZATION RESPONDING TO THE ' O. WRITTEN DESCRIPTION O RIPTION HOW THESE MATERIALS WILL BE HANDLED TO MINIMIZE TE POTENTIAL OF ENTERING THE PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE R (1)DISCHARGES OR EXCES THAT ARE UNDER THE JURISDICTION OF SPLLL. STORM SEWER SYSTEM:ALL MATERIALS WILL BE HANDLED TO MINIMIZE RISK OF SPILLS AND POLLUTION. FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED O IN A PROPER MANNER APPLICABLE PERMIT WHENN THE THE ION SUBSTANCE IN QUESTION IS COVEREDFOLLOWING: (K)WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM 3¢11'i ui (r c. PROCEDURES FOR THE CONTRACTOR TO TAKE IF ANY SPILLS OCCUR DURING CONSTRUCTION:IF THERE IS A SPILL FROM C.ALL REUSABLE FLUE CONTAINERS,SUCH AS GASOLINE CANS,SHALL BE BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS A SPILL RESPONSE. (A)FOR SPILLS TO SURFACE WATER THAT CAUSE DAMAGE TME NEAREST 9c_o ONE OF THESE,MMEONTE CLEANUP SHOULD OCCUR.SOIL EROSION;FERTILIZER AND PESTICIDES FROM LANDSCAPING INSPECTED FOR LEAKS EACH TIME THEY ARE USED.F LEAKS ARE FOUND,THE DOES NOT OCCUR. AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN 10 MILES 11;; AND TRASH SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND (L)AA ACTIOER INFORMATION THAT MAY BE SIGNIFICANT TO THE OF THE SPILL AND IN THE STATE OF INDIANA ( ) E}3 3 Ci "$ TRASH SHOULD BE CLEANED UP TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER EMPTY (2)LAWFULOM ERCLS ON NATF UTERINS TI I ER ANDNG.BUT NOT LES ONED iR: RESPONSE S.,AS. AND 0' - 55 (A)COMER;OIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO (ISUR",AS DEFINEDNUNDERGROUND,IC NAT MEANS TNA ACCCIL PUBLIC OF s S OTHER BNOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM.AND SHALL MEET TIE REQUIREMENTS OF IAC 24.1. DISPOSABLE CONTNNER,SUCH AS GREASE TUBES AND LUBRICATING OIL AND (B)FOR SPILLS TO SOB OUTSIDE THE FAGLT BOUNDARY.TIE AFFECTED 2 CARO OR NATES:OR WATER ORFAR STHEREOF, ARE WHOLLY ANDARTIFICIALNAND FOLLOW MATERIAL SAFETY DATA SHEET MSDS)GUIDELINES FOR CONTAMINANTS PRESENT ON SITE. BRAKE FLUID CONTAINERS,AND THEIR PACKAGING,SHALL BE DISPOSED OF W APROPERTY OWNER OR OWNERS.OPERATOR OR OPERATORS,OR OCCUPANT (B)DUSTTION SUPPRESSIONET MATERIALS. PRIVATE.OR.O PARTS ER UPON,THAT ARE WHOLLY OR PARTIALLY WITHIN,FLOW „ 14. CONTACT INFORMATION FOR THE TANNED INDIVIDUAL RESPONSIBLE FOR STORMWATER POLLUTION PREVENTION FOR THE PROPER TANNER AND SHALL NOT BE LEFT ON THE GROUND OR W THE OPEN ONOR OCCUPANTS.(WATER POLLUTION CONTROL BOARD:32)IAC 24.1-);FLED PROJECT SITE THE CONSTRUCTION SITE, (3)THE APPLICATION OF PETROLEUM NECESSARY FOR CONSTRUCTION THAT DOES NOT THROUGH. BORDER UPON TNA STATE THE TERM DOES NOT INCLUDEBUILT ANY FEB 25 18:E,ERRATA P.FEBH 0033;1:15 AM: RILED JANIS ERRATA I,E3 P.M.: DAMAGE OF SOTE STATE. REDACEON O CONTROL NTR Of POLLUPOND,COOLING OOLING O WFACILITYBU TO 2S NAME'.FRED PARKER,CPESC Z.CONSTRUCTION MATERIALS AND THEIR PACKAGINGI/IR 1518: FLED B 8.2008.11:15 AM.:29IR 1838: FILED OCT m b. ADDRESS 10A5 N.COLLEGE AVE„INDIANAPOLIS.IN 46280 A EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE (/)S%LLS OF LESSEGFML OER(TNG FLUIDS, LDDS IN THE OR REDUCTION ORNHEDISCHARGE FRON OM THE COO LINGOFWERVRR,OR 2007. 2001 2006.1008 DOE NR-SDTO7IS 3BFAERRAT:FILED READOPTEDATAT,208,DIR R c. TELEPHONE NUMBER..(317)8164611 IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER OTHE EQUIP)SPILLS OF MET,THETOTAL VOLUME OF WHICHISISS LESS THAN OR EQUAL TO FFCCIITY CAUSES ORHARGE UNLESS T THREATENS TO CAUSE TWATER D.RESERVOIR,OR 2007.1030625AR.SDT20419AC 070553BFA ERRATA FILED MAY 2),2000,2:08 O. E-MAIL ADDRESS PARKERF@WEINENET SEQUENCING TO MINIMIZE SOIL EROSION.EROSION CONTROLS SHALL BE FIFTY-ENE 1551 GALLONS AND...CH DO NOT DAMAGE WATERS OF THE STATE. POLLUTION.(WATER POLLUTION CONTROL BOARD.327 WE 24.14;FILED FEB 25. P.M..200800254R2270B0110ACA) c>S e. LIST OF QUALIFICATIONS:CPESC INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. (6)O(L SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY 1997.1:00P.M.:20IR1731;ERRATA FILED MAR 7,1997.2:25 P.M.:20 IR 1738; 327 IAC 2-6.1-8 EMERGENCY SPILL RESPONSE ACTIONS 15. CURRENT REVISION DATE ON ALL SHEETS:REFER TO TITLE BLOCK ON EACH SHEET EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING FUNCTIONING WATERCRAFT. READOPTED FIED JAN 10.2001,3:23 P.H.:20101518;READOPTED FILED NOV 21. AUTHORITY IC 131487 CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/OR WINDY (7)A RELEASE OF A SUBSTANCE INTEGRAL P TEGRAL TOA SPILL RESPONSE ACTTY THAT HAS 2007.1:18 M.;20071219IB227O70S53BFAI AFFECTED IC 1111-2:IC 13181;ID 1}IBJ;ID 1}188;IC 1}1617 WEATHER,AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL ONSCENESEC.O.NO-112;NOTWITHSTANDING ANY OTHER SECTION O TNS RULE. SWPPP FOR POST-CONSTRUCTION: MEASURES TO THE SOIL.UPON COMPLETION OF CONSTRUCTION AND SUITABLE COORDINATOR.(WATER POLLUTION CONTROL BOARD;327 NC 25.12;FILED FEB 25, 327(AC2-6.1-5 REPORTABLE SPILLS;FACILITY EMERGENCY SRL THSTANDINGAN OTHER SECTOR OF THUS RULE, X ESTABLISHMENT OF PERMSI ANENT VEGETATION,TEMPORARY EROSION CONTROL 1987 1:(10 P.M.;201R ITV;ERRATA FLED MAR),1997,2:25 P.M.: AUTHORITY: ,314.87 • 1. DESCRIPTION O POTENTIAL POLLUTANT SOURCES ASSOCIATED WITH THE PROPOSED LAND USE.OIL,GREASE,ANTIFREEZE, REQUIREMENTS,AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER e MEASURES SUCH AS SILT FENCE.CHECK DAMS AND INLET PROTECTIONLLA 201R 0038;READOPTED FILED JAN 10 2001,3:23 P.M.:24 IR 1518;READOPTED FILED NOV AFFECTED: IO 13181;IC 111BJ:013184;IC 131817 GASOLINE AND DIESEL FUEL,SOIL,FERTILIZER,PEST ODES. SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTIVITIES, 2. POST-CONSTRUCTION STORMWATER DUALITY MEASURES:TEMPORARY WATER PUNT'MEASURES INCLUDE INLET DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND 21,2007,1:18 P.M.:2007121 TIR-327070553BFA) SEC. THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED: DISTURBANCE.ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BECOMMUNICATION OF ME SPILL REPORT TO THE INDIANA DEPARTMENT O PROTECTION MEASURES AND SILT FENCING.PERMANENT WATER QUALITY MEASURES INCLUDE AQUA SWIRL WATER OVALT (1)5%LLSTWIT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE DEATH ENVIRONMENTAL MANAGEMENT MAY BE DELAYED.IN SITUATIONS WHERE THE CANT(ASS)AND VEGETATED FILTER STRIPS ALONG WITH A WET DETENTION POND. PROPERLY REVEGATATED. 327 IAC 246.14 DEFINITIONS OR ACUTE FROMKW.A OR ILLNESS TO HUMANS OR ANIMALS. B.LARGE WASTE MATERIALS CREATED BY CURING,SAWING,DRILLING,OR AUTHORITY:113148-) (2) SPILL REPORT IS DELAYED,THE BURDEN OF PROVING THE NEED FOR THE 3. SEQUENCE DESCRIBING STORMWATER QUALITY MEASURE IMPLEMENTATION DESCRIPTION OF WHEN THE PROPOSED POST SPILLS A FACILITY THAT HAS BEEN NOTIFIED IN WRITING BY A WATER DELAY SHALL BE UPON THE RESPONSIBLE PERSON.(WATER POLLUTION OTHER OPERATORS SHALL BE RERLV DISPOSED OF IN SUITABLE WASTE AFFECTED:IC 13113;IC 13181:IC 11183;IC 11188:IC 13181];IO 1482-7;IC UTILITY THAT IT IS LOCATED M A DELINEATED PUBLIC WATER SUPPLY g CONSTRUCTION STD...ATER QUALITY MEASURES WILL BE INSTALLED IN RELATION TO THE GENERAL CONSTRUCTION CONTROL BOARD;327 NC 24.14;FILED FEB 25.199),1:00 P.M:201R 1734; CONTAINERS.THE SITE SHALL BEE CHECKED AT THE END OF THE DAY,ASA 14.2.57-13;IC 14.257.15 WELLHEAD PROTECTION AREA AS APPROVED BY THE DEPARTMENT UNDER 327 SEQUENCE:AQUA SWIRL WILL BE INSTALLED ALONG WITH LEVEL SPREADERS DURING STORM SEWER INSTALLATION. READOPTED FILED JAN 10,2001,3:23 P.M.:7.4 IR 1518:READOPTED FILED NOV 21, rc VEGETATED FILTER STRIPS WILL BE INSTALLED DURING FINAL STABILIZATION. MINIMUM,AND ALL WASTE MATERIALS. THOSE BLOWN ACROSS OR SEC.1.N ADDITION TO THE DEFINITIONS CONTAINED M ID 1}11-2-1)IDR C IAC 61.1 THAT ME: 200],1:16 RM.:200]12194R327070553BFA) Hj tai 1. STORMWAYERQUALT MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM AND OFF THE SITE BY WIND SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE 1311-245(AL IC 1111341,IO 1111-2-15NA),IC 1311-1160,IC 13-11-2260,011113-265, (A)SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS RIPARIAN HABITATS:PERMANENT WATER QUALITY MEASURES INCLUDE AQUA SWIRL WATER OUARV UNIT AS.l AND CONTAINERS.WHERE POSSIBLE.OPERATIONS SUCH AS SAWING THAT CREATE AND IN 327 IAC 1,THE FOLLOWING DEFINITIONS APPLY THROBHdUT THIS RULE: SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED m ( ) SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA ( 327 IAC 24].1-9 COMPLIANCE CONFIRMATION - VEGETATED FILTER STRIPS ALONG WITH A WET ETE,RgN POND, )'ANIMAL'MEANS ALL MAMMALS.BIRDS.REPTILES.AMPHBIANS.FISH.CRUSTACEANS. (100)POUNDS OR THE REPdETABLE QUANTT,WHICHEVER IS LESS; g i - PROTECTED FROM WINO AND WASTE PARTICLES COLLECTED AND DISPOSED D MOLLUSKS. g AUFEC'TE IO 111487 5. AN OPERATION ARID MAINTENANCE MANUAL FOR ALL PoSTLONSTRUCTON STORMWATER QUALITY MEASURES:MAS BEEN ()SPILLS OF PETROLEUM WHEN THE AMOUNT EXCEEDS AFFECTED:X:1311-2;IC 11181;IC 13183;IC 1318$IC 1118-17 SUBMITTED ALONG WITH THIS REPORT. OF FREQUENTLY TO MINIMIZE WIND DISPERSAL,PACKAGING USED TO (2)"AQUATIC LIFE'MEANS THOSE PLANTS AND MACROINVERTEBRATES THAT ARE FIFTY-FIVE(55)GALLONS:OR SEC.9.WHEN SPILL REPORTING AND RESPONSE,AS PROVIDED FOR IN o_m TRANSPORT MATEOALS TO THE SITE FOR CONSTRUCTER OF THE FACLT DEPENDENT UPON AN AQUATIC ENVIRONMENT. (C)SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) THIS RULE,HAS OCCURRED.THE DEPARTMENT SNALL,UPON REQUEST,ISSUE A SHALL BE DISPOSED OF PROPERLY,WHETHER THE MATERIAL IS TAKEN OUT OF (3)"CONTAIN"MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO D.. OF THIS RULE. w" RS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR BLOCK RESTRAIN,OR OTHERWISE ACT TO MOST EFFECTIVELY (3)SPILLS TORT DAMAGE WATERS OF THE STATE AND THAT: LETTER CONFIRMING COMPLIANCE WITH THIS RULE AND STATING THAT N0 N STORED ONSITE FOR FUTURE USE.PACKAGED MATERIALS STORED ONSITE PREVENT A SPILL FROM ENTERING WATERS O THE STATE OR MIRIADE DAMAGE TO (A)ARE LOCATED WITHIN FIFTY(60)FEET OFA KNOWN PRIVATE DRINKING FURTHER ACTION IS REQUIRED UNDER THIS RULE(WATER POLLUTION • SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE THE WATERS OF THE STATE FROM A SPILL. WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY;OR CONTROL BOARD;327 IAC 24.14:FILED FEB 251997.1:00 P.M:201R 1734: V 1111111111NIAAA ?' REPAIRED OR DISPOSED OF PROPERLY. 0)-DAMAGE.MEANS THE ACTUAL OR IMMINENT ALTERATION OF THE WATERS OF THE READOPTED RED JAN 10 2001,313 P.M.:2410.1518:READOPTED FLED NOV 21. Q\- (8)ARE LOCATED WITHIN ONE HUNDRED(100)YARDS 05 �y SCDJF STATE SO AS TO RENDER THE WATERS HARMFUL,DETRIMENTAL, 2007,1:16 P.M.:200]12161RJ2)%0553BFA) Y C.ALLDEWATERINGCOROILPRA AICES.THESES SHALL C DONE IN ACCORWNCE TO GOOD (I ANY HIGH OUMfTY WATER DESIGNATED AS AR OUTSTANDING `04'A "G" EROSION CONTROL PRACTICES. PRACTICES SHOULD INCLUDE THE USE OR IN(A)UBL TO: STATE RESOURCE PURSUANT TO 32)IAC 2-1-2(3).EXCLUDING LAKE A A. OF DIRT BAGS SUCH AS SILT FENCE INLET PROTECTION.THE USE OF THESE (A)PUBLIC HEALTH.SAFETY.OR WELFARE: MICHIGAN; h f 'A p•P TYPES O DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, (B)DOMESTIC.COMMERCIAL,INDUSTRIAL,AGRICULTURAL,OR RECREATIONAL (II)ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO = -PE1�Eg¢2A S i E: SEDIMENT.AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM USES UR 327 MC 2-13(AX6)(SIC.,327 MC 2-1.3(/1X6)1 AND 32]NC 11.11(8); =• a�N� SEWER SYSTEM (C)ANIMALS OR AQUATIC LIFE. (III)ANY WATER DESIGNATED AS CAPABLE O SUPPORTING A �5TIgJE DF �Ar D.IF THE USE OF LIME IS USED TO STABILIZE THE SOLO THE SITE THEN ALL (5)"DOWNSTREAM WATER USER'MEANS: SALMONID FISHERY PURSUANT TO 32)IAC 2-t4RCX1).EXCEPT LAKE .�IIUN� `.� CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS (A)A COMMUNT PUBLIC WATER SUPPLY,AS IDENTIFIED BY THE MICHIGAN; MATERIAL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN DEPART.ENTO NATURAL RESOURCES UNDER IC 14J5]-13(D); OR 'rViA NbNAI WITHIN THESE PLANS. (B)A SIGNIFICANT WATER WITHDRAWAL FACILITY AS REGISTERED WITH THE (MANY WATER THAT IS A FISH HATCHERY,FISH AND WILDLIFE AREA, �0 60011(1111000..AV E.NUTRIENTS AND FERTILIZERS SHALLOWLY BE USED TO ESTABLISH RAPE DEPARTMENT O NATURAL RESOURCES UNDER IC 1426)-15: NATURE PRESERVE.OR RECREATIONAL WATER OWNED BY THE VEGETATION.WHEN THESE PRODUCTS ARE UTILIZED,THE USER SHOULD PAY IC)USERS OF RECREATIONAL WATERS:OR DEPARTMENT OF NATURAL RESOURCES OR THE FEDERAL STRICT ATTENTION TO THE PRODUCTS RECOMMENDED USAGE. (DI ANY OTHER USER MADE KNOWN TO THE PERSON WHO HAS A SPILL. GOVERNMENT. 3.CONCRETE WASTE WATER (8)EXTREMELY HAZARDOUS SUBSTANCE-MEANS A SUBSTANCE IDENTIFIED PURSUANT (4)FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS(1) WASTEWATER SHALL BE DISPOSED OF IN THE DESIGNED TO 42 U.S.C,11002 AND 11000,(40 CFR 355 APPENDIX A) THROUGH(3),THE FOLLOWING MUST BE REPORTED: A ALL CONCRETE AREA AS DIRECTED BY THE CONSTRUCTION MANAGER.THIS AREA IS TO BE A 3' (7)WACLIT MEANS ALL LAND,BUILDINGS,EQUIPMENT,STRUCTURES,AND OTHER (A)SPILLS TO SURFACE WATERS' STATIONARYY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR (I)SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS DEEP,1D'SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN,THIS ON CONTIGUOUS SITES AND THAT ARE OWNED OR OPERATED BY THE SME PERSON OR SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM.WHEN THIS AREA BY ANY PERSON WHO CONTROLS,IS CONTROLLED BY,OR M9 BECOMES FULL,THE POLLUTANTS SHALL BE EXCAVATED.PLACED IN AR UNDER COMMON CONTROL MTH,SUCH PERSON (1001 POUNDS THE OF SUCHLE QUANTITY,WHICHEVER IS LE55; (X)SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A ACCEPTABLEMANNER.CONTAINER AND DISPOSED OF IN PROPER MNER,BY THE -FACILITY BOUNDARY'MEANS THE BOUNDARY OF A FACILITY OR AN EASEMENT OR SHEEN UPON THE WATERS: EXCAVAVATIONONCONTRACTOR. RIGHT-OF-WAY.NIGHHT-0F-WAY. p0. 4.PRINT PRODUCTS (9)HAZARDOUS SUBSTANCE"HAS THE MEANING SET FORTH IN 42 U.E.C.9601(14). (XI)SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION M A ALL EXCESS PAINT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF (10)"MODE OF TRANSPORTATION"INCLUDES,BUT IS NOT LIMITED TO,CARRIAGE BY: 401)O THIS RULE. o IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS.UNDER NO (A)RAIL AND MOTOR VEHICLES: CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR (B)SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: ICI AIRCRAFT, (I5%LLAOF NCHAZARDOUS AMOUNT SPILLED EXCEEDS HAZARDOUS HUNDRED BASINS.DS NSA OF IN SLAT(NSOF TRV SEWERS STORM STEDTO DIE DETENTION IDI WAEERCS; 00)POUNDSS RHEA TEP SPILLED IXLEECH ONE LESS: ERIANY ENT. OF THIS SHALL BE REPORTED TO TIE JOB (EI PIPELINES;R ME OR (HAI POUNDS OR THE UMREPORTABLEWHEN QUANTITY. C IS LESS: SUPERINTENDENT. (El OTHER MEANS OF TRANSPORTATION; (II)SPILLS OF PETROLEUM WREN THE AMOUNT SPILLED EXCEEDS IN THE EVENT OF ACCIDENTALLY CONTAMINATION IANAPPROPRIATE ALL EFFORTS WE CD BE RfYfIVE(55)GALLONS: MADE TO REMOVE CONTAMINANTS HOULDBCO IN C ED MMEDIATE TO MANNER.THE CARMEL OR FIRE DEPARTMENT SARE NEE CONTACTED IMMEDIATELY TO DETERMINE IF 4(2)OFOBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION FURTHER MEASURES NEEDED. DIEL T OF THIS RULE. (C)SPILLS TO SOIL WITHIN THE FACILT BOUNDARY: (1)SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS F HA SOILS TYPE LEGEND SOL SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS THE STABILIZATION REPORTABLE QUANTITY; aI DEC. METHOD JAM.FEB M01.APR.LMT JUNE MU N.SEPT.OCT.NPI. _-_- p (II)SPILLS O PETROLEUM WHEN THE SPILLED AMOUR EXCEEDS ONE 5 BT BROOKSTON SILTY CLAY'LOAM PERMANENT A •////I////••f/Ery THOUSAND(1,000)GALLONS: a COMM ; THE MAINENGINEERING USES OF SEEDING SOIL FEATURES THAT ADVERSELY AFFECT THISOR [ • SOIL AREA SEASONAL HIGH WATER TABLE,HIGH POTENTIAL FROST ACTION, (III)SPILLS O OBJECTIONABLE SUBSTANCES AS OFlNED N SECTION e R MODERATE SHRINKSWELLPOTENTIAL,AND MOUERATE PERMEABIIlTY.THIS SOL DORMASEEDING 8�� B� I(11)OF THIS RULE. A, HAS SEVERE LMITATIONS FOR BUILDING SITES.THE SITES NEED TO BE (57 ANY 5%LL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE FC• • ARTIFICIALLY DRAINED AND PROTECTED FROM FLOODNG.DWELLINGS AND SMALL TEMPORARY �S �� (WATER POLLUTION CONTROL BOARD;32]IAC 24.14:FILED FEB 25,1981,1:00 • BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING SEEDING E •////1////�� P.M.:2010.1732:ERRATA FLIED MAR 7,1997.2:25 P.M.:2010.1738:READOPTED i n PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT FILED JAN 10,2001,3:23 P.M.:24181518:READOPTED FILED NOV 21,2007,1:18 V) EA O n 1 �, a • STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF Fff�• P.M.:210]12161RJ1)0)O553BFN [K•'0, x a ty THE SOIL.THIS SOL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS SODDING /////I/////•-� P U I 7 fQ 'NL BECAUSE OF SEASONAL HIGH WATER TABLE AND HIGH POTENTIAL FROST ACTION, 0 D i"'•1 O X, g Y� INSTALLATION OF ORNNMA DITCHES ALONG BOARS HELPS S LOWER TE WATER MULCHING 1 8€ C Q '. TABLE AND PREVENT DAMAGE FROM FROST ACTION.TIE BASE MATERIAL FOR CA ; B ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED WITH SUITABLE A=KENTUCKY BLUEGRPSS'LC LIS/ACRE;CREEPING RED FESCUE d00 LOS/ACRE. r ��• * MATERIAL PLUS 2 TONS STRAW MULCH/ACRE,OR ADD ANNUAL EGEMSS 20 LOS/ACRE. W Q. U 8•KENTUCKY BLUEGRASS'MULCH/ACRE, 60 CRE:CREEPING RED FESCUE 60 LBS/ACRE: - CTA CROSBY SILT LOAM PLUS 2 TONS STRAW LIC F,COR ADD ANNUAL RYEGRASS 30 LID/ACRE. Is-1 U r• 14 1` 8 0 TO 2 PERCENT SLOPES.THE AWN SOIL FEATURES THAT ADVERSELY AFFECT THE C=SPRING OATS 3 BUSHEL/ACRE. 4 V _ ENGINEERING USES O THIS SOIL ARE A SEASONAL HIGH WATER TABLE, D=WHEAT OR RYE 2 BUSHEL/ACRE. FIT( MODERATE SHRINK-SWELL POTENTIAL,HIGH POTENTIAL FROST ACTON,AND SLOW E=ANNUAL RYEGRPSS 40 LBS/ACRE. r W GJa PERMEABILT.THIS SOL H0.5 SOME SEVERE LIMITATIONS FOR BUILDING SITES. F F.SOD(BLEND]IMPROVED VARIETIES). ) THE SITES NEEDTHIS BE IL TIFIC W SEVERE ED TO FOR BUILDING FROM G=STRAW MULCH 2 TONS/ACRE. 811 f V3 {{ BECOMING A PROBLEM,DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS 'M RRICNTION NEEDED DURING JUNE.JAY,MGD/OR SEPTEMBER. O U O 0_,F4,- 15 I F IS ` NO SCAT F SHOULD NOT BE CONSTRUCTED ON THIS SOIL USING PROPERLY DRONED '-IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD. M^OI U a li FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM 'KENTUCKY BLUEGRASS BLEND O 3 IMPROVED VARIETIES, F[ LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL THIS SOIL HAS SEASONAL SOIL PROTECTION CHART \1i ,1 co �" .{ n e PROJECT LOCATION *PROJECT LOCATION SEVER UIMITATIDNS FOR LOCAL ROADS AND STREETS,THE BASE MATERIAL FOR L V r3 E 77[£ AREA MAP SOILS MAP ROADS NEEDS TO BE STRENGTHENED OR REFACED WITH SUITABLE MATE.. 0 C E4 g e 6 "R $ B Know what's below. ' Call before you dig. SHEET NO. 3aIL EMM Indian00-3 -5 C 103 all 824 or 800-382-SSI( Ann_PTE 7w IC 6-111 y T. I PROJECT MIO. y 1 NYS sum Al D.l.AYPNIAL M.55e ATNPDCAMON W18.0330 10 I 9 I BI 7 I 8 I 5 I 4 I 3I 2 I 1 ID a I S I 7 I B I s I A I 3 2 I 1 4 I 3 I 2 I I STANDARD 2 LIFT MILES REM CURB GUARD FLAP 11OVERFLOW GAUGE STEEL SUSPENSION SYSTEM TABLE I.TA1wLARD SEEDING SPECIFICATION co C WRHMAGNETICTE.00WNS AREA - - ummnx5 myREA ALR• wmO DON XIPIBu„DAU. .so D ♦ ^ !�%; wWATm RYE HOLM ,ro,BFn® < , N O �W4lil��, .......444-3_,=1.. ....„ 44.3,ER, _- 0. mea an ,mut ,Na ....pa..In :11 y ��� �'!'%\IB '�0� ' s*� �a �i *, Am.NIA. .ala uNw Arc,Bsr, �- .o P.a a ` . LI`' BWW "4D "�? \r� 1 oaMR,IA .,.B , 141.04 DIY. I o, u\o o E; .� ro2N�. wrI-OAT m z a o �__� 3 , N RD O a0 • ` " NDwEAr 3m ALA ,rox3 „S AMt,O o._s r o n \ COMA WRD,DMsr, -- .E.:. I•C-I 3 n1 ro E•"n STAINLESS PEREINN SPECIES AMY BE I*EDAS A TEMwRARv CO.,ESPFCNLLr f THE AREA To BE C STEEL C SEEDS)W1111EWNrXE FOR MORE THANE YFAA. SEEDING DONE OUTS.DE OPTIAM SEEING DATES INCREASES THE MACES OT MENA FNLLPE.DATES FIAT 1-AXY15 CLAMPING SHORTENED BASED.THE LOUTION O THE PROJECT BAND 2 RTE WREATHE STATrte\ NOTES W E REPLACEABLE SEDIMENT BAGS MUCH N0IE*AH A4fIDIABLE TE COVER MAY BE USED 114 OFTWOURV 4FIDWG.PROWEOTMTrt* N \' WITH GEOTEMILE FILTER EMILIE �1 yyyN 2A HON POTRATE FAX2 FFAtERFR SEED.AW MACH TpWASH El083 NN STEEP BANKS.CUTS.AW NCNNNFIBAW AREAS r--�� L 7 \4� �� OF CONCED PR EP FLOW. W W "tT 0) _ . SEEDBED PREPARATION ��11 W m $ TYPICAL CURB BOX TYPICAL FLAT/RECTANGULAR/ROLLED CURB & EST SOIL TO DETERMINE PH ANO NUTRENT DVDs. 2WOOD POST TAKES WRAPPED MAXIMUM LOAD SLOPE AND OSTANCE FOR l ' L TYPICAL ROUND APPLY SOL AMENDMENTS ARREroANE,aEDev TIE wILTESTAE TESIIJG*WTDONE.Mxr 400 TO KO woos PER AaE WITH SRT FENCE AND ROTATED AT WHICH ASIOADLT SLOPE APPLICABLE ) 4 W INLET FILTER INLET FILTER E 0E12412412 OEEES DACR O°„EQUIVALENTS O FOUR NOES THE SOL wrt„ SEED p TEDEPN w Z INLET FILTERTONE SILTUFELKEE orEPDDCE 1 'I a A WR HE SANE OPERATED S INT,THE SLOPE. INSTALLATION: SEEDING SILT FENCE LOAD SLOPE MAX DISTANCE ABOVE FENCE 1--1 d 1.REMOVE GRATE 1.SELECT A SEED SPICES OR AN APPROF MATE SEED MIXTURE AND APPA TDN TOTEM.TABLE I. ID 2.DROP FLE%STORM INLET FILTER ONTO APR,BEER urvIo„,Av vmHADNII OR CULTPACKER SEEDER aRneRDADCrSING RANT OR COVER _- LESS THAN 2% 100 FT. ///EFF\\\ m '. 1, TOAD BEARING UP OF CASTING OR e 'TABLE I. 2-WOOD POST/STAKES WRAPPED 2 TO 5% 75 FT. Z B FLEXSTORM Inlet Filter Specifications �- NOTES won SRT FENCE AND ROTATED 5T 10% 50 FI. G \/ CONCRETE STRUCTURE tt.DRLLNG OR BROALCASTINC THE SEED.ENSURE GOOD SEEPTO60LCONTACi BY FRAIlG I1E SEEDBED WIN AROLLER 00. AT LEAST TWO FULL TURNS TO 10 TO 20% 25 FT. ...1♦ , @ 112 -��L 3.REPLACE GRATE CULTPACKER AFTER COMPLETING SEEDING OPERATIONS. J N,OVEN GeofexDle Sediment Bag Specs(2rt 4D1) �� 2.NaY SEEDING WHEN DC SOILS MOIST IS USUALLY MOST EFFECTIVE. PROVIDE A SECURE CONNECTION \.y/HJPOST MORE THAN 20% 15 FT. _� 3.IF SEEDING IS DONE VIN A I.DIAMEEDER,FERlx12ER AND MUCH CMN BE APPLIED VAN THE SEED N A SLURRY MIXTURE /� r-1 J Z Material Property Test Method Value(ave) .APPLY MUCH ANDANCHOR IT N RACE. SILT FENCE ��1FFFLI"///--Vf/ ` W POSTS--STEEL T OR U TYPE.°RTE.HARD WOOD POST Grab Tensile ASTMD4632 255 x275 MAINTENANCE INSPECT WITHIN EROSION� FENCE:WOVEN WIRE.141/t GA,6•IMX.BE&I OPENING Nere .� HOES Off EACH AT LEAST EVERY CALENDAR LAYS TO JOIN TO 1%4..40 REnAMILWEOMTFtY. ENDS OF TWO FABRIC'.IN ACCORDANCE WITH ASTM D 8181 LATEST EDITION. - Puncture Strength ASTMD4833 135 lbs _ NECESSARY. FENCES.A!�D a„`PTECI''�oeERleIAUEO TNr DENSITY,RESEED FERTMZE.AwAPPLr..MuOF _. ENCES. OWHERE EN DEFICIENCY*APPARENT.TONORESS FALL SEEDED MRUT OR RYE SEEONO WITH SO POUNDS PER ACRE O POST MY WOOD OR AX Trapezoidal Tear ASTMD4533 751bs I, MNopENNFEBRpAmw;HACK POST 2X2 w000 oil 1.33.SS/FOOT �./ LBSFOOT STEEL 6 MAX, e SPACING STEEL B'MAX SPADING UVResistance ASTMD4355 90% REFERENCE NCHAPTER7PAGES 3143NTHE ROMA STORM WATER QUALITY MANUAL m S s WIRE FENCE 14 GUAGE(MNW MESH ge<a' Ni c App Open Sia(AOS) ASTM D 4751 20 s1 ��`` OHEMIED ALL PRODUCTS MANUFACTURED INC WOVEN FILTER FABRIC SILT REG'D.IN SWALEB OR AREAS OF C 3 ..P LN BYINLET DUCTS ANUFATION.ITEMPORARY SEED FENCE MATERIAL DOVER CONCENTRATED FLOW .$�{YY DISTRIBUTED BY ADS g c 3 a O Permittivity ASTMD4491 1.5/BBC tU WWW.IN ETFILTERS.LOM A NONWOVEN FILTER FABRIC- ' rirc (866)355-3655 PH I SECURE TO POSTS WITH 2 LATH i VVater Flow Rale ASTM D 4491 200 gpm/sqft ♦- (836)35s34T5 PX -- > APPROVED WFOMINLETFILTERS.COM SNP TRENCH TO BE BACKFILLED R IMP TRENCH TO BE R Sediment Removal 11111\2.0.0.0 3I(L IuWG NO U ANO COMPACTED BACKFILLED AND COMPACTED m Efficiency(8%mix) ASTM D 7351 82% S I �IrP FM�m,I„EHEET 1 OF 1 "R 3 2 I I 1 FNISH GRADE FINISH GRADE c FLOW FLOW 4'Boa., 'SWPPP INFORMATION.MUST BEII - - - I- DANDY BAG ;,I , I-I - = - GEOTExmE FABRIC LAID m •1,i DETOPOFTPROMINENTLYESI .ASHOWN IN - UNDISTURBED -I I li ,■ 4 1 E_ DOWN SSLLOPEF SIDE SOON UNDISTURBED -I1I-I=' _F -I I E - ON DOWN SLOPE SIDE AND THE TOP OF THE SIGN.AS SHOWN IN NOTES: INSTALLATION AND MAINTENANCE GUIDELINES GROUND 8! - 1- GROUNDI- BOTTOM OF TRENCH THE DETAIL SWPPP INFORMATION THE SWPPP INFORMATION SIGN MUST BE LOCATED NEAR THE CONSTRUCTION HUT OF THE ARE, BOTTOM OF TRENCH -I I • SUCH THAT IT IS ACCESSIBLE AND VIEWABLE BY THE GENERAL PUBLIC,BUT NOT OBSTRUCTING INSTALLATION REMOVE THE GRATE FROM CATCH SASH.IF USING OPTIONAL OIL - I L_ - I I 1 E \\\\ COPY VIEWS AS TO CAUSE A SAFETY HAZARD. ABSORBENTS:PLACE ABSORBENT PILLOW W UNIT.STAND THE GRATE ON END.MOVE THE I I EMBEDDED SILT FENCE MATERIAL MIN.M .1II= EMBEDDED SILT FENCE MATERIAL MIN,8' a. o COPY OF COPY OF TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAGMI SO I I- INTO GROUND WJ IC LAID ALONG BOTTOM OF IIIINTO GROUND W/4•LAID ALONG BOTTOM OF d IDED OF DRAINAGE 2. ALL POSTED DOCUMENTS MUST BE MAINTAINED IN A CLEARLY READABLE CONDITION AT ALL TIMES THAT THE GRATE IS BELOW THE TOP STRAPS AUG ABOVE THE LOWER STRAPS.HOLDING 1 TRENCH.SOIL SLICING RI ACCORDANCE I I TRENCH.SOIL SLICING IN ACCORDANCE WITH NOTICE OF THE LIFTING DEVICES.INSERT THE GRATE INTO THE INLET. 11E MTH ASTM 0 6462 8.22*ALSO I- ASTM D 61828.2.215 ALSO ACCEPTABLE. S SUFFCENCY NOI APPROVAL THROUGHOUT CONSTRUCTION AND UNTIL THE NOTICE-OF-TERMINATION(NOT)IS FILED FOR THE SIGN TO BE CONSTRUCTED OFA LETTER PERMIT. ACCEPTABLE. ;�=j REND MATERIAL SUCH AS MAINTENANCE:REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT ILL t PLYWOOD OR OUTDOOR SIGN - 3. CONTRACTOR SHALL POST OTHER STORM WATER AND/OR EROSION MD SEDIMENT CONTROL AFTER EACH STORM EVENT.AFTER EACH STORM EVENT AND AT REGULAR INTERVALS. -IIP =I I L u BOARD.SIGN MUST BE COPY COPY RELATED PERMITS ON THE SIGN AS REQUIRED BY THE GOVERNING AGENCY. LOOK INTO THE DANDY BAG811.IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF I�' h o _ CONSTRUCTED IN A MANNER TOOF OF SEDIMENT.THE UNIT MUST BE EMPTIED.TO EMPTY UNIT.LFT THE OPTIONAL OUT OF THE INLET PROTECT DOCUMENTS FROM CONSTRUE CONSTRUCTION CONSTRUCTION 4. SIGN SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAY AND EASEMENTS UNLESS APPROVED ABSORBENTS:REPLACEABUSING THE LIFTING SSORBENAND Tt WHEN NEM SATURATION.OVE THE GRATE.F USING OIL NTH WIRE � - DAMAGEDIRTOWEATHER(WED. / SITE SITE SITE BY THE GOVERNING AGENCY. WITHOUT SUPPORT WITH WIRE SUPPORT I li SUN,MOSTURE,ETC.).J N EAS NOTICE AS NOTICE AS -- o m APPLICABLE APPLICABLE APPLICABLE S. CONTRACTOR IS RESPONSIBLE FOR ENSURING STABILITY OF THE SWPPP INFORMATION SIGN. S A GRATE 2 DESCRIPTION OF_LOCATION LIFT STRAPS SWPPP DETAILEDEDOCUMENTATION(BINDER ND SITEM SE /// A'C'' 550TTIIII 0 OF PREFABRICATED INSTALLATION CT FENCE 1.LAY OUT THE LOCATION OF THE FENCE SO THAT R IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT �Q- m ON TIE SITE. �% STORAGE AREA TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE ENO TERMINATES AT HIGHER �`4Na�GIS - o I/ t DANDY BAGF ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT. .tux QAG Iy � STANDARD FABRIC IS 2.EXCAVATE AN FE EIGHT-INCH DEEP BY WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE.INSTALLATION BY ROWING IS ALSO ACCEPTABLE. .;PE/O 9 •RANGE WOVEN 3.INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVATED TRENCH AND THE AS SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH. MONOFILAMENT 4.DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND,TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL.MINIMUM OF 12 ACHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. i;: DAMPING STRAP ALLOWS FOR �Y����NN 41 EASY REMOVAL OF CONTENTS S.LAV THE LOWER FOUR INCHES OF FILTER FABRIC CONO THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. to 8.BACKFILL THE TRENCHWTIH SOIL MATERIAL AND COMPACT R IN PLACE. "TO 'VIAL 1711111111118\L\AA AA I 1.<1"I NOTE:IZS:T FENCE IS BEING CONSTRUCTED ONSITE.ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS. 7\ \. W .1 J- W All ALLOW FAST 12 INCHES OF FABRIC BELOW GROUND LEVEL COMPLETE THE SILT FENCE INSTALLATION,FOLLOWING STEPS 1 THROUGH 6 ABOVE. W I W W. MAINEC W _INSPECT WITHIN 24 SHOURS OF T RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS • � W W ^F �( W IF FENCE FABRIC TEARS.STARTS TO DECOMPOSE,OR IN WAYANYBECOMES INEFFECTIVE,REPLACE THE AFFECTED PORTION IMMEDIATELY.NOTE:ALL REPAIRS SHOULD MEET SMOVE DETIONS AS OUTLINED WITHIN THIS MEASURE. _REMOVE DEPOG DILA SEDIMENT WHEN IT E CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES LF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT.WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,REMOVE THE FENCE AND SEDIMENT DEPOSITS,GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA.AND STABILIZE. DROP INLET CURB PROTECTION REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL DETAIL PROVIDED BY DANDY FANG 1110 SCALE) A SWPPP INFORMATION SIGN SEDIMENTATION/SILT FENCE (NO SCALE) I (NO SCALE) L INSTALLATION ,l-t.' 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION RR A 7�,(M I O'MIN. I NOTES: PLAN TO INSTALL THE SYSTEM. B - /•�:� '4•'3`S7OgE N.) 3/8.TREATED ��� 1.ACTUAL LAYOUT DETERMINED IN 2. THE CONTAINMENT EM.OF SYSTEM.OTHER EXCAVATE THE PIT OR INSTALL g ,E, .5 ADORE PAINTED 48'M4' app. ED_ KS AND Qa a eOe e.-_GA7E(Dprw-_ ) PAINTED WHITE ®®® 3. OTTER SHALL E RIS THAT AT CAUSE TEARS OR AND PUNCTURES IN THE POLYET IS FREE OF THYLENELi, ,,.4.11141.1414.4.4,), yy0pp OR METAL 2.THE CONCRETE WASHOUT SIGN LINING. W� W� WW � STAKES TO SECURE SHALL BE INSTALLED WITHIN • - A- - - - • Ae 4 ' BLACK LETTER)))HEIGHT THE STRAW BALES WOOD METAL 30FT.OF THE TEMP.CONCRETE METK PINS OR STARES 4. NSTALL THE POLYETHYLENE LINING.FOR EXCAVATED SYSTEMS.THE LINING u .-.• .• .• .A .• . .•� .r(W.) CONCRETE STAKES T0'1 ECURE SHOULD EXIENDOVER THE ENRRE E%CAVATION.THE LINING FOR GERMED $ (1W0 PER BALE) WASHOUT fACR1TY. TO SECURE THE -�_�-_�' •1-1►- _- O. -A-B/. WASHOUT THE STRAW BALES POLYETHYLENE LINING SYSTEMS SHOULD BE INSTALLED OVER THE POOLING AREA WITH ENOUGH MATERIAL ,:♦ • • 1� a II II 0.5'IAG SCREWS �� (TWD PER BALE) TO EXTEND THE LINING OVER THE BERM OUCONTAINMENT SYSTEM.THE LINING TO THE STRAW BALES - _-' - _ L r SHOULD BE SECURED WITH PINS.STAPLES,QU OTHER FASTENERS. n 1•A���.t.�./ BINDING WIRE 5. RACE FLAGS,SAFETY FENCING.OR EQUIVALENT TO PROVIDE A BARRER TO n • �� CONSTRUCTION EOUIPMENT AND OTHER TRAFFIC. R2 STONE AGGREGATE ` ��X- WIDTH,o B, ill SECTION LINE , II POLYETHYLENE LINING 10 Y A 8. F PLACE A NON-COLLAPSING,NON-WATER HOLDING COVER OVER THE WASHOUT W 3 •• (A)-20'ANNUM OR NLL WON NMI MIL EXTENDING OVER FACILITY PRIOR TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF L 3 3 GEOTEXTILE FABRIC UNDERUNER 6 GREATER. /CXR dIeT•IINCMLVER WOOD POST 3y3Y8' �� „• BALES " STRAW BALE(IMP) WATER MDPOSSTHA OVERFLOW THE5Y51EM(OPTIONAL). lam^ 7. INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS. F-1 a IL I +I 8. POST SONS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED V INSTALLATION- B, I III 1 ���� 1_.-- 1111,1--it 11 11=11=1 -ii-I I, GIA_ LOCATIONS.�' 8. WHE N CESSARY.PROVIDE STABLE INGRESS AND EGRESS(SEE TEMPORARY > 3 `? I.REMOrE ALL VEGETATION ND 0110 08ECIREIAUE MATERIAL FROG THE FOUNDATION AREA STRAW BALE(TVP) .11.11:=11#11#11# -1#11t-- III=. CONSTRUCTION INGRESS/EGRESS PM ON PAGE 17)OR ALTERNATIVE APPROACH (SOI E h n 2 GRADE FDUNDE NN AND CREW FOR REM(DRAWEE.IT THE AOPE OF THE CONSTRUCTION ENTRANCE 6 TOWED A PUBLIC II =,11 I I II. PAD FOR CONCRETE WASHOUT SYSTEMS. U 0 r". - R RCN AND EXCEEDS Iwo PORCINE JT TI T AN FICMI NCH NICK DIVERSION RIDGE WOH A RATIO OT 3-TD-1 SIDE SLOPE POLYETHYLENE LINING IO I- 10.USER IO MIL POLYETHYLENE MINED DUMPSTERABAN ALTERNATE. ACROSS THE FOUNDATION IRA ABOUT 15 FEET FROM M EN-OUNCE TO DIVERT RUNOFF AWAY FROM THE ROAD. FN W iI $ 3.INSTALL A CULVERT RPE ALDER THE PAD E NEEDED TOM IRAN RAPER RBOC ROAD DRANNE. MI_EXTENDING OVER vI 10 MIL PLASTIC LINING WOOD OR METAL L=M l) 1.IF WET CONDITIONS ARE ANTICIPATED.RACE GEOTEXTLE FAB.ON THE GRADED FOUNDATION TO IMPROVE STARRY BALES STAKES(TW)•2PER CONCRETE WASHOUT Fr. H i 5.RACE AGGREGATE(BOOT U HO.2)TO THE RMENSDNS AW GRADE SWAIN IN AXE CONSIROCIDN Pl/J6,LEAVING THE METAL PINS OR STABLES NATIVE MATERIAL(OPTIONAL) BALE 0NI M SURFACE SMOOTH AND SLOPED FOR C/MACE.R PLAN TO SECURE THE SECTION TYPE' GRADE (No SCALE) U8.WHERE POSSIBLE.INERT ALL STORM WARR RUNOFF AND DRAINM1GE FROM THE NGRE55/EGRESS PAD TDA SEDIMENT TRW OR POLYETHYLENE LINING TO WI STRAW BALES' y BASIN. THE STRAW STYES E. W MAIINTTENANHCLWI a' E: MAINTENANCE i RESHAPE PN AS NEEDED FIXE ORAPMGE 4W RUNOFF CONTROL1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS,SPILLS,TRACKING OF SOIL BY EQUIPMENT.AND THE 1 LVOyT/ L lA = TOP DRESS RIO CLEAN AGGREGATE AS NEEDED. POLYETHYLENE MMNG FOR FAILURE. 0 O F . o IMMEDIATELY REMOVE MUD 1W SEMEN TRACKED DR WASHED DATA Puke RINDS 2. ONCE CONCRETE WASTES HARDEN,REMOVE AND DISPOSE OF THE MATERIAL.EXCESS CONCRETE SHOULD BE REMOVED u P A - RUSNI W SHOULD ONLY BE USED E TIE WARR CAN BE CONVEYED INTO A SEGMENT TRY ON SMSA. WHEN THE WASHOUT SYSTEM REACHES 50 PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL g g RFTFNWFD 1N CHWER 7 PAGE 17-10 N IMOMw EMI INTER 011IIDY MEAL 3. CLEANED OUT. ALTERNATE SHEET NO. 3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING.THE REMOVAL OF MATERIAL USUALLY DAMAGES IT. CONTRACTOR MAY USE A LINED(10 MIL POLYETIM.ENE)DIJMPSTER FOR CONCRETE WASHOUT. C 10 4 i E-_ HE 4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAINCAPACITY FOR CONCRETE WASTE. [ 5. IF LIQUIDS DO NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE TLIMOS AND DISPOSE OF THEM IN R g AN ACCEPTARL E METHOD. a`, TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD 6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES,DEPRESSIONS 9.0A (ND SCALE) AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED.GRADED.MD STABILIZED. PROJECT NO. T' W18.0330 10 I 9 I 8 7 I 5 I 5 I 4 I 3 I 2 I 1 C 1 9I B I T I 5 0 I 0 3 I 2 I 1 0 w FA e LT i ca 'o F1, H tl-.p C O'OD tl., G00 .so o O m .b O UZ m ,71 Z.ae4o "1a SP1 C O ... oma --- 3 0 c tl n 3 < WimAs/ c ' m FT.I P W /....I f"-'3.' U e FW ` W W3. >U WzbQ 0za J w EDGE OF PAVEMENTyyi ; .. F f 3 "D i o s" S c '''.--- � RUNOFF a'; ' RUNO� e jRUA'oFF c S EDGE OF PAVEMENT DANDY CURB SACK'. STORM MAINTENANCE . SEWER DANDY SACK"' ®D -INSPECT DAILY. v GRATE N/ -REMOVE ACCUMULATED SEDIMENT FROM PAVED AREA(DO NOT FLUSH WITH WATER)AFTER e EACH STORM EVENT.DEPOSIT SEDIMENT IN AN AREA WHERE R WILL NOT RE-ENTER THE PAVED AREA OR STORM DRAINS. Q' ` S r LIFT -INSPECT FOR DAMAGE BY VEHICULAR TRAFFIC AND REPAIR IF NEEDED. STRAPS _WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,REMOVE SEDIMENT,PROPERLY g REINFORCED DISPOSE OF ALL CONSTRUCTION MATERIAL,GRADE AREA TO THE ELEVATION OF THE STORM CORNERS /As� OPTIONAL FR LOW DRAIN INLET TOP,THENSTABLLIZE IMMEDIATELY, STORM GRATE eo •l0 il, PORTS COCONUT MAT INLET PROTECTION DP C € 4�� FOR SAG)METS LOCATIONS RNC.SCA E) K , , `i• o MANAGEABL: ® I DANDY MAGSII STRAPS 0 I• 1 2 FOOTAR/D STANDAR WOVEN C IS AN = rc CONTAINMENT 1 ORANGE WOVEN -__--_ _ _ CURB AREA g'• MONOFILAMENT FILTER Y F TEl Yp\\\\1111 nRIITTT �` SILT FENCE MATERIAL CORNERS OPTIONAL �55YAY EM/SDOTT �`- ••,. •• DUMPING o DANDYBAG@®1 REACEJ ONCEN Sainarannetrn so jLLLRCT : 2OOCENT AREABC TORM 1 IIIM Il 11 11=11 •ILII, SECURELY FASTEN DUMPING IOC YaY OR Yi i OF SILT FENCE LIFT STRAPS USED - MATERIAL TO FOR ADJACENT STAKES MOVEMENT ANO , 41-i /c T�\6��• 21S>2'xP STN(E WITH THREE OTIEWR E � � INSPECTION OF UNIT /.� I \ TES OR' • 1I DROP INIET FASTENERS L��1 \ WITH GATE l\\ WOVEN MARE FENCE VP WTTH8.T FENCE .............. a MATERAL COVER V DANDY BAG• 4'48•TRENCH STORM SEINER GRATE - ..::: DANDY SACK. EXTEND WIRE FENCE A 'I I VI I I• :7,*.). e..,,.,,., SPECIFICATIONS MN.OF 8•INTO GROUND - IL L•II IMT NOTE THE DANDY SALK^"MLL BE MANUI1CNRm p TIM V.l1 fRpl A WORN I_IGEOTEMIE FABRIC LAID ON DANDY CURB SACK*) III qmpill#1r, MONpXAMEMT FABRIC THAT MEETS OR EXCEEDS THE FOLLOmNO SPECIFICATIONS: J.LL .1.1...: DOWNSLOPE SIDE AND SPECF1CAtIpK I II: '.IL'. RERAAR FLORA DANDY SACK'.(BUCK) -I I BOTTOM OF TRENCH DIE:lIE DANDY CURB SACK•WILL BE WNOIACIBm p TIM 3 POSTS:2 X 4 WOODEN STAKE MBA.FROM A WOVEN i Mechanical TestFENCE:WOVENE...1Q GA,6'MM.MESH OPENING MOMR1/AMEMT FABRIC THAT MEETS OR EXCEEDS RE FDLLp9NG F - Properties Method Units .ARV FABRIC:IN ACCORDANCE WITH ASTM D 6061 LATEST EDRKA. SRCNGI�b' E Grab Tensile Strength ASTM D 4632 LN(Iles) 1.78(400)r 1.00(315) INSTALLATION REGAAR FLOP DANDY NRR 5400•IBIACK) Grab Tensile Ebn9Mbn ASTM 0 4632 % 0 r 15 1. DIG AN EIGHT-INCH DEEP.FOUR-INCH WIDE TRENCH AROUND THE PERIMETER OF THE € Puncture Strength ASTMD 4833 IN(b) 0.67(150) INLET. Mechanical Properties Test Method Unite MARV DANDY BAC• Mullen Burst Strength ASTM D 3786 IFS((ppSM) 5506(800) 2. IF USING PRE-ASSEMBLED GEOTEXTILE FABRIC MID POSTS,DRIVE THE POSTS INTO THE - SPECIFICATIONS Trapezoid Tear Strength ASTM D 0533 IN(b) 0.67(150).0.73(165) SOIL TIGHTLY STRETCHING THE GEOTEXTILE FABRIC BETWEEN POSTS AS EACH IS DRIVEN. Gab Tensile Strength ASTM D 0632 10.101s0 1.78(400)0 1.40(315) UV Residence ASTM D 4355 % 90 (POSTS MUST BE PLACED ON THE INLET SIDE OF THE ANCHOR TRENCH WITH THE Gab Tensile ElOngaaon ASTM D 0632 % 15415 MIS Apparent Opening See ASTM D 4751 Mn(US SNI Slaw) 0.425(40) GEOTEXTILE FABRIC ON THE SIDE OF THE TRENCH FARTHEST FROM THE INLET.) Puns-See Strength ASTM 04833 RN 9be) 0.87(150) E DANDY BALI Mu.BE WMUFACNRID IN XCE UALDST FROM A Flow Rely MTM D0491 1h840182 VITEN MONOFILAMENT FABRIC THAT MEETS OR ExCEEDS THE (giMninal)Z 2852(70) NOTE IF ASSEMBLING THE GEOTEXTLE FABRIC AND POSTS OFLSRE,DRIVE THE POSTS INTO Mullen Bunt StraggI -ASTM D 3188 IPO(pM) 5606(600) 6 n FI LLOYKMO SPECIFICATIONS: PenniWrNy ASTM D 0091 Sec-1 0.90 THE SOIL MID THEN SECURE THE GEOTEXTILE FABRIC TO THE POSTS BY PLACING A PIECE Tama Tear Strength ASTM D 1533 RN(M) 0.87(160)x 0.73(185) p' o OM DANDY BAC®(SAFETY ORANGE) OF LATHE OVER THE FABRIC AND FASTENING IT TO THE POST UV Residence ' ASTM D 0355 % 90 W I R •Neta All Dandy Sudo,can B.ade..IW ass optional 01 Misorbent PNow (STRETCHING THE FABRIC BETWEEN POSTS AS IT IS FASTENED). Apparent Opeing Sae ASTM D 4751 Mm(US Sid Sieve) 0.425(40) C- 3. USE THE WRAP JOIN METHOD WHEN JOINING POSTS. Flex Rale ASTM D Mgt 1AMInl11 Mechanical Preprlas Teel Method Units MARY HI-RCM DANDY SACK MART CRAKE) 4. PLACE THE BOTTOM 12 INCHES OF GEOTEXHES FABRIC PITO THE EDHT4NCH DEEP } R 2852(70) F--' 2 B Mechanical Method TRENCH.LAYING THE REMAINING FOUR INCHES IN THE BOTTOM OF THE TRENCH AND ParhntlNty ASTA1 D X91 SeC 0'gp F� F ...Tandles.... ASTM D4632 MIM 1A2 Units MARV ( ) (365)X099(Zro) Properties Method EXTENDING AWAY FROM THE NIST. V] TI u Grab Ter..Elongation ASTM D 4632 % 24 X 10 Grab Tensile Sauna. ASTM D 4632 IN(b) 1.62(365)X 0.89(2N) 5. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT R IN PLACE. HI-RC1 COACT NRB SADL-/SAFETY MANCE) r' 4 MM , Puncture Strength ASTM 04833 RN 00e) 0.40(90) Grab Tensile Ebhpal'lon ASTM 54632 % 24 X 10 6. BRACE THE POSTS BY NAILING BRACES INTO EACH CORNER POST OR UTILIZE RIGID F•V A TI BunlSW.WN ASTID3700 SPA 3097(450) Puncture Strength ' ASTM 04033 IN(M) 0.00(90) PANELS TO SUPPORT FABRIC. Mechanical Properties Test Melhad Units MARV 0 0 ¢ 1 - 9 Trapezoid Tea.Strength ASTM D 4533 III(b) 031(115)X033(76) Mullen Burst Strength .ASTM 133788 IM(PM) 3097(050) NOTE:IN SITUATIONS WHERE STORM WATER MAY BYPASS THE STRUCTURE, 1�1 W Trapezoid Tear Strength ASTM D 4533 MN(M) 031(115)X 0.33(75) EITHER:SET THE TOP OF THE GEOTEXTRE FABRIC FILTER AT LEAST SIX INCHES LOWER THAN Gab Tensile Strength ASTM 04632 M4(b) 192(365)X 0.89(2(X1) W 0.3 W Reeisleree ASTM D 4355 X BO • W 0.esistenro _ASTM D 4355 % 90 THE GROUND ELEVATION ON THE DOWN-SLOPE SDE OF THE STORM DRAIN INLET,BUILD A • Gab Tensile EbngaIon ASTM D 1832 % 24 X 10 - w cc UI Apparent Opening Sias ASTM D 4751 Mm(US Stl Sieve) OA25(40) Apparent Opening SMe ASTM D 44751491 Mm(US aid Sle a) 5.075(45) TEMPORARY DIKE,COMPACTED TO SIX INCHES HIGHER THAN THE FABRIC.ON THE Puncture Strength ASTM D4833 kN(b) 0.40(90) I•Ta Flew Rate ASTM 04191 1A1MWn[ (gayallyR)l 5997(145) Ton Rate ASTM D 4491 1ANMn2 (gagnynv)1)X SW2(145) DOWN-SLOPE SIDE OF THE STORM DRAIN INLET.AND/OR USE IN CONJUNCTION WITH Mulen Burst Strength ASTM D 3788 kPa 151) 30%(150) O Q s_ Pemlidwry ASTMDN91 SacT 21 PartnidMy /STM D4191 Sec-1 2.1 EXCAVATED DROP INLET PROTECTION. 7npemM Tear SbengO ASTM D153 kN Obs) 0.51(115)X0,33(75) Hsx1 O a E 6 MAINTENANCE UV Resistance ASTM D1355 X 90 X U O I, AS Dana,Bo5.B me b.order.ME ow WTTW all Mea1be t P•0W _INSPECT DRILY. Apparent Openng Size ASTM D4151 Mm(US SM Sieve) 0425(IO) Nall.. DETAIL OF DROP INLET SEDIMENT CONTROL DEVICE RSPECT DAILY. FABRIC POOLAREAT PROVIDEDSTC.REPAIRS STORAGE ELY. Flax Rata STM DHBI V MW 2 (gegmrvTK 5907(145) SCALE) _REMOVE SEDIMENT FROM AREA TO STORAGE FOR THE NEXT STORM PormiOsMY ASTM D/191 SSC) 21 ._ o o EVENT.AVOID DAMAGING OR UNDERCUTTING FABRIC DURING SEDIMENT REMOVAL. •N C En s o DETAIL OF INLET INSTALLATION:REMOVE THE GRATE FROM CATCH BASIN.IF USING OPTIONAL OIL ABSORBENTS:PLACE _WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED,REMOVE SEDIMENT, AN Derry Ssb"'coscon N ordered.Nh as est*a rater.p.m n SEDIMENT CONTROL DEVICE ABSORBENT RELOW N UNIT.STAND THE ORATE ON END.MOVE THE TOP LIFTING STRAPS OUT OF THE WAY PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL GRADE AREA TO THE ELEVATION SHEET NO- R 2 B AND PLACE THE GRATE PITO THE DANDY BAGS,'SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE OF THE STORM DRAIN INLET TOP,THEN STABILIZE IMMEDIATELY. DETAIL OF INLET SEDIMENT CONTROL DEVICE 1 i _ (NO SCALE) THE LOWER STRAPS.HOLDING THE LIFTING DEVICES,INSERT THE GRATE INTO THE INLET. WITH L IL CURB FILTER C 10 5 REFERENCED IN CHAPTER 7 PAGE 151157 IN THE INDIANA STORM WATER QUALITY MANUAL. Q MAINTENANCE:REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM ADINITY OF UNIT AFTER EACH J8 NOTE REFER TO DROP INLET PROTECTION DETAIL THE SHEET STORM EVENT.AFTER EACH STORM EVE.AND AT REGULAR INTERVALS,LOOK INTO THE DANDY MGM!.IF (NO SCALE) 6 FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. THE CONTAINMENT AREA IS MORE THAN 1r3 FULL OF SEDIMENT,THE UNIT MUST BE EMPTIED.TO EMPTY UNIT, SILT FENCE INLET PROTECTION NOTE REFER TO DROP INLET PROTECTION DETAIL THIS SHEET PROJECT No. 1 LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE.F USING OPTIONAL FOR NDN PAVED AREAS (NO3GKE) OIL ABSORBENTREPLACEM ;REPLACE ABSORBENT WHEN NESATURATION. FOR INSTALLATION AND MAINTENANCE REQUIREMENTS. W1$.0330 10 I 9 I 8 I 7 I 6 I 3 I 4 I 3 I 2 I 1 10 I B I 8 I T I 8 I 3 I I I 3 I 2 I SITE PLAN NOTES SITE PLAN GENERAL NOTES PAVEMENT 1. TIE CONTRACTOR SIWLL BE RESPONSIBLE FOR OBTAINING.OR DO VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTANED FROM U b Z 0 STANDARD DUTY ASPHALT PAVING THE CONTRACTOR CRY.C01NTY,AND STATE AGENCES PRIOR TO \ STARTING CONSTRUCTION. ;Y • Q STANDARD DUTY CONCRETE 1'CHAMFERED CORNERS.SEE mp c p`F10E BUILDING \ \ ^ SHEET 0202 FOR CARMEL DETALS 10•]18 1623. 2. ALL E OF GIVEN ON THESE PRINTS.ALITSHVERBALLY OR IN THE <m _ N ' SLOPE N WORK BECTON ORE ESTIMATE.AND SHALL BE CONFIRMEDTHEM. ti \ \ O STORM INLET WITH CONCRETE APRON SHOWN ON SHEET 0301 BY THE BIDDING CONTRACTORS. O.C. -eo O 42 \ A MATCH EIOSTNG PAVEMENT 3. OCCIIPATIOIAL SAFETY AND HEALTHADMWISTRATON(03HA) b O N i POND STANDARDS FOR EXCAVATIONS:FINAL RULE 29 CFR PART 1926. (� O SUBPART•P APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5)FEET " /� lig N.P.`883.00 HARDSCAPE IN DEPTH.IN ADDMON,EXCAVATION EXCEEDING TWENTY(20)FEET IN z m O V N V \ Y� TDO YR..BST.13 DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A C M 03 O 00 V�\ \ \ '1'yj4y T.O.B.=887.13 H1 Cr CURB AND GUTTER.SHOWN ON SHEET 0101. REGISTERED PROFESSIONAL ENGINEER. O..c --- 1 // I Name= I // \\ JyCy�� • Q NTEGRAL WALK AFD CURB.SHOWN ON SHEET 0001. A. R SHALL BE ME RESPONSIBRT'OF ME DEVELOER AND O C 3 M RB m < CONTRACTOR TO MAINTAIN WALITY CONTROL THROUGHOUT THIS / \\ / 9� /rJ �iEl/iK3'I PQ1D Q MATCH EXISTING CURB PROJECT. ® \ ��ly © TAPER CURB WITHN 3 FEET.SHOWN ON SHEET C201. 5. TEMPORARY TRAFFIC CONTROL WRING CONSTRUCTION TO \ '/�\ l CONFORM TO APPLICABLE LOCAL STANDARDS. \ LOQ j \ \ • Q CONCRETE SDEWALK SXOWNONSHEET C201. _ � _A / ` 6. BEARINGS,DIMENSIONS.AND EASEMENTS ARE SHOWN FOR a \ / \ \ / "E�1 C� '�`.OA P3 \ O 19 MULTI-USE PATH.SEE SHEET C202 FOR CARMEL DETAIL 10.20. REFERENCE ONLY.SEE RECORD SURVEYS AND PUTS FOR EXACT \ CA 1 O! . C. y • INFOR6MTON. W // 7. \ \• , / Ll lYI::%.1 .7 L�rb '� ✓' \� \ © ACCESSIBLE RAMP.$MOWN ON SHEET L301. I. THE ENGINEER AND/OR OWNER OISLUIM ANY ROLE IN THE ^ • �`'yp7y`l S' Q' '/�\ l CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE a4 92 \�t p:0 / \_ .PJ. © /jl \ PAVEMENT FLUSH WITH SIDEWgLK PROJECT. w C ` \ r;'' Q TRANSFORMER PAD LOCATION L_J W+- ' S .( ply B. ALL DIMENSIONS ARE BASED ON FACE OF LURE OR BALK OF ROLL �1 L �� /�e 4 >so. O \ .-� \ �.Ij,�OyJ.. ai' DEPRESSED CURB AT ENTRANCE.SEE SHEET 0202 FOR CARMEL CURB OR FACE ON BUILDING. r T` > ` f■1 FE \ ® / CO \ �YF� DETAIL t0-TZ. Z U Q 9. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING.BUILDING Il��v H �I I \ "6:i D66(�� ate\ 11 SIDEWALK ADJACENT TO CURB.SHOWN ON SHEET C201. DIMENSIONS AND SIGNAGE SPECIFICATIONS.DO NOT STAKE BUILDING d .7 i �, O FROM THESE PIANS. HH .�U - © © / 4. 3�. '+ BOLDING ACCESSORIES 1D.COORDINATE CONSTRUCTION ACTNTNES WTTF1 ADJOINING WORK IF V Z, . APPl1LPBLE.VERIFY EXTENT OF ADJOINING WORK AND COORDINATE r © o�A �� ® \ • 7`...-'1%:.."“ I Bt DUMPSTER ENCLOSURE(SEE ARCHITECTURAL PLANS) AS REQUIRED. �.. �j - \,\ \ ® 44- A, 11.FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL F-1 O \ . CURBS TO MATCH WITHIN A MIN.OF THREE(3)FEET, W �1 RS'0 � R5• I ‘L ... ,OM EAgyENT ACCESSORIES J z ' •fi / ©•(WI NI� , \ PER 161. O 211 DSDI20 12 t DIMENSIONS INDICATE FIELD DIMENSION ADJUSTMENT AREA BASED ��• r LIGHT POLE AND BASE ON ACTUAL FIELD LAYOUT COORDINATES. SNRNO SEWER FASOK111 k © I s/ © ©\.� \ © 13.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FELD PRIOR BIKE RACK PER 16T.M0.20D-I WJ3 \ ® \ `� `X- TO START OF CONSTRUCTION.THE CONTRACTOR SHALL BE .• O © •� �/��� • \ 6^ SIGNAGE 8 MARKINGS RESPONSIBLE FOR All FELD DIMENSIONS.IF ANY DISCREPNNCTR • SEWER EASEIEI/T PAACEI \ Y / .J, ` ARE FOUND N THESE PLANS FROM ACTUAL FIELD CONDMONS,THE o R s PELF NST NO 2015031037 /� ` { ii CONTRACTOR SMALL NOTIFY THE ENGINEER IMMEDIATELY. `d ; • FF4 \ / (�( `0 B///, 3 ////�4�'��, / ® ACCESSIBLE PARKING SPACE SHOWN ON SHEET C201. 1 ;,i, 3 y g FF 9 g I , a` 4�± 4-PANTED WHITE SOLID LINES 4 PROVIDE SMOOTH TRANSITION FROM NEWLY PAVED AREAS TO 6 %C is �\ '/ ^;1 �, e� \�- Y� ® (TYP) EXISTING AREAS AS NECESSARY.ALL AREAS WHERE PROPOSED QS S V 1 3,... �F •� °+N PgVEMENT MEETS EXiSTNG PAVEMENT,THE E%ISTNG EDGE OF S G ( 4/ \ 'p• SS PEDESTRIAN CROSSING pgVEMEM SHALL BE FREE OF ALL LOOSE DEBRIS.THE EDGE OF _ 53°8'47"E 96.27(M) ®'L' � \• N, 00 /� Q X O TACK COAT MATE..N ALL AREAS WHERE-i. EXISTING ASPH.T PAVEMENT SHALL BE NEW ASPHAERLY LT PAVEMENT IC ��� 5a MONUMENT SIGN > �' as /"' �+ ' ' ( q 6156 IS INDICATED TO JON EXISTING. ® v-.4"? v�w ��` •©��® ® _ 0 GA T'\ 15.RESURFACE OR RECONSTRUCT AT LEAST TO ORIGINAL CONDITIONS = ©�A O AREASALL ``` 40 ® a•: �i Thi s,NF � \ DAMAGED DURENG,CONSTRUCTION FROM TRAFFIC LAWNS CONTRACTORS.LS $ �. - Y'q'^j� SUBCONTRACTORS,OR SUPPLIERS AFTER CONSTRUCTION WORK LS D.__�3. ,� � ./ WEN, .y. B \ 0 COMPLETE. • . REM- ®4����A 3, '.�© �. ® M$ ,OOyC \\� \ 18.ME PROPERTY CORNER ORNNER MONUMENTS DURING CONSTRUCTION. u ®ySI IS,„„„, 1].REFER TO ARCHITECTURAL PLANS FOR BUILDING ACCESSORY �� \�® ® \ •' a,\ \ DETAILS. e \\ 18.REFER TO SHEET C201 FOR SITE PLAN DETAILS UNLESS OTHERWISE s. P1\111* CI 4 B3• 1/, NOTED. O y \\\ ® ® �s \� 0 00 `\ ��� •a`, \\ 19.ALL OKSRE STORM SYSTEM WILL BE PRIMATE. a • ® `Ra SITE DATA \O QJ ® © 8(-17 i a SITE AREA=2.I2 AL Om J// .� W • � BUILDING AREA=J1.8095F PERCENT IMERVIOUS=56A% w )A •(> Q O-\ ' vN ZONING=B-5 ` YO \ y� o FRONT YARD BSL REQUIRED•15 FT 1111111111111111/I]U ® w '^Bo REAR ARD BSL REQUIRED FT Ai / /�• ® �;%. / 2� SIDE YARD BSL REQUIRED=5FT �EpSCDTT p÷ v \ 3Y°�1 C \ TYP. \\ �` PARKING REQUIRED' ~i KV A% .. ,ra A V PARKING REQUIREMENT'1 SPACE PER 250 SO.FT,OF FLOOR AREA -y ��•yyy,,Q,�'• ' \ \ �© ® ®'•= I k\' PARKING REQUIRED=I2B SPACES _ IPE79j • /� E• / . PARKING DIMENSIONS=9x19' \ 31; © .• / E • • • 4�"YY°..�� MINIMUM OF 4 SPACEPARKING S 15PACE FOR EACH 20,000 SO.FT.. 1•� CDSDP[.���rQ, E ^s BIKE PAFWNG REQUIRED=4 SPACES p"66--�t`x ` • / '7 - I = PARKING PROVIDED: 'v'] I • • 126-STIWDAC SPACES C1 ES 132-TOTALSPACES \ \\ �� �� / A .b , •//rye` 41 R3', �. i \ \\C) m • �� SITE PLAN LEGEND R v�KTv.Imixil�nn 1 ,\ DElEN1NW POFD U71LR1E8 PAVEMENT N d \ \ / Q FIRE DEPT HOOKUP ' ORNAMENTAL LIGHT v1 \ 1A Y= /; tar \ - la FIRE HYDRANT tt STREET 11GHT l I STANDARD DUTY gSPHALT -...q-,\.....„......--\.7 ,/ AF' m POST INDICATOR VALVE b PARKNG LOT L1GMT(t HEAD) ' //® / St���i4.�Uv n 1 ®. wATER METER PARKING LOT LIGHT(2 READ) HEAVY DUTY ASPHALT „ , COMMEROAL RETAIL _ ,• 119' / \� �1°O KR a N"N / ,L,\ I �cyan I 8•d WATER VALVE PARKNG LOT ONSJ JUNCTION / C1Y' 0 GAS METER PARKING LOT 11GHT IA HEAD) I `� CONCRETE PAVEMENT 1 - LMAIED BRANT EASEMENT PER NST.MD.20N020720 j GAS VALV�B / POND ELECTRICE\ )Y /Si ELECTRO\ /, ELECTRICLINETYPES ATl ELELTRK•\ AO TRANSFOGUY ANCHOR STORM CLEANOUT • GUARD RML ELECTRIC JUNCTION BOX • BEEHIVE INLET BUILDING SETBACK LINE W n m GENERATOR ■ CURB INLET BOUNDARY LINE E . . uT N85°42'37"E(R) ff UTLITY POLE • FLOOR DRAIN SECTION LINE F"I E ®. N86°3$'32"E 36.58'(M). 0 1$TLITY POLE WI TRANSFORMER ■ ROUND INLET 51 3 8 8 MONITORING WELL I. SQUARE INLET ABBREVIATIONS (/) W Cr- A' R LC",PROPANE GAS TAR. ® STORM MANHOLE ROW RIGHT OF WAY > A OTHER • BSL BUILDING SETBACK LINE W DOWNSPOUT FSMT EASEMENT SANITARY SEWER CLEANOUT D.6U.E. DIWNAGE ANp UTILITY EASEMENT g Ct.FLAG POLE ® VFT STATION FFE FINISH FLOOR ELEVATION w - ox S 7 ® PSON ® SANITARY SEWER MANHOLE W Z OST N GATE POST sib S NGARY STUB MARKER ♦ jE B Ei. BOLLARD , Rill § X O 57 p PARKING METER ,^I ' �` r ✓tel' E t1 PARKING WHEEL STOP YV '�1 C L_ El lO4 ; ° p ACCESSIBLE SPACE Know what's below. E 8 B 0 PARKING couNT r Call before you dig, TNo. s iiii e 811 or 900-382-5541 /OO S WHIM Indiana Coll G 3 SCALE. 1 n] n S IT! I ��--=47-,„:;,....„„,,,o_..- PROJECT NO. �s 0 15 30 EIOfN P "` W18.0330 10 I I 8 I ] 1 1 5 I 4 I 3 I 2 I 1 10 I 9 I B I I I I 2 RAISED K FOR SETTLEMENT NOTE: ALL PAINT TO BE BLUE NON-SKID SURFACE m NOTE. APPLICATION OF CIL/CA SAND OR GLASS BEAD BY a VASES-6A'IM190 RESERVED ALL STRIPES TO BE PAINTED WHITE. METHOD of MIXTURE MID OR BROADCASTERS. b i Fd MINIMUM•7 u e 2.0%MAK SLOPE— '-/--1- PARKING SPECIAL-{" PROPOSED ADA SIGNS >a A. 1? ON3'pIAMETE POST •.I'CWS'K CONCRETE • � ® r/ (SEE SIGN DETAILS) <G k L4 MN.{'COMPACTED 112 PREFORMED 1P OM J O i ,-D et 05J STONE BASE ♦ ANT FILER / V O h u a yI �� VAN F F 1, "a v .o N.•, 1 ail I 17.' �fMO. ...1z I IO- ,k 1sR ,■T{�) z ° m v m /";/ RIM ALL CORNERS R]-0P ri z 1 b O•CC r O, ., , NOTES: \-MINA-COMPACTED wpm L 6° 3 7•2g i NOSE. �-�` (\/`C�/N — • MARKERS AS SHALL PROPERLY INSTALL STOP BARS AND OTHER PAVEMENT 053 STONE BASE OT B'18 GAUGE HOT DIP GALVANIZED SHALL E L SIGN WITH 17 — MROSSW LK NECESSARY SHALLTO NSTALL CRI SAWALK \PREPARED DSUBGRADEIROS POSTNIZ DRIVEN 4 FEET INTO GROUND.POST TOBE 17 LONG • CROSSWALK STRIPES SE APPLIED IN ACCORDANCE WITH MUNICIPAL COMPACTED PER INDOT GALVANIZED 217 OD STEEL POSTS.SET BOTTOM Of SIGN T ABOVE STANDARDS. STANDARD SPECIFICATIONS SRADE. • STRIPES ARE THERMOPLASTIC WHITE WITHIN ROW.;OTHERWISE PAINTED NOTE. WIDTH OF SYMBOL. L WIRE. WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH • CONTRACTOR SHALL APPLY LONG UFE MARKING MATERIALS OILY. DISABILITIES ARE DESIGNATED TO ACCOMMODATE WHEELCHAIR VANS.A MINIMUM SMN CVM 1 AR SIDEWALK ADJACENT TO CURB AN ACCESSIBLE(Ri-0P)RAWESHA BE MOANEDBELOW THE R]d NOS BPECN=36 I B (S IAN CAR) B 41 V� 2' PEDESTRIAN CROSSWALK ND SCALE) S GN.THE GR ASIGN SMA L HAVE A GREEN LEGEND PND BORDER PND A BLUE BACKGROUND AND rW-1 �/ (NO SCALE) MOTE:BACKFILL FROM BOTTOM OF CURB STONE SECTION TO BOTTOM OF WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE ALL ON A WHITE WHITE BORDER ARE OPTIONAL M W a SIDEWALK STONE SECTION TO BE PREPARED SUBGRADE,B BORROW OR BACKGROUND.THE RE-BP PLAQUE SHALL HAVE A GREEN LEGEND AND ACCESSIBLE PARKING ( SCALE)SPACES ^ W C N o 053 STONE,COMPACTED PER!ROOT STANDARD SPECIFICATIONS BORDER G A WHITE BACKGROUND. ACCESSIBLE PARKING pO•-' ACCESSIBLE SIGNS SYMBOL DETAIL I .1 W -` .e NO SCALE) IND BLARE) W Z 3 ALL SIGNS SHALL COMPLY WITH D.B.SDEPARTMENT Of TRANSPORTATION, LSI N " FEDERAL HIGHWAY ADMNISTRAMO AID AS UAL OF UNIFORM TRAFFIC CONTROL DEVICES.,LOCAL CODES AND AS SPECIFIED.MOUNT SIGNS TO F"M tap r POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. N ti y TOP OF CUPS WHERE PARKING SPACES THAT ARE RESERVED FOR PERSONS WITH � C z Dbgram 1:Bicycle Reck Type t2'PREFORMED ANT ELLER— _T VASES(SEE PLANS) S 50IM%NUM DISABILITIES (WEPT DESIGNATED PIAQUE SHALLBEMOUNOATE TED BELOWTHElR]-0 SIGN.VAN ■� Z . Sr PREFORMED ANT FNAWH SCORE THE R,BSIGN SHALL HAVE A GREEN LEGEND AND BORDER AND A WHITE =11 J - �'1-S ppp 2.0%MAX SLOPE v 1�' onium....i.®.®�... WHEELCHAIR SYMBOL G A BLUE SQUARE ALL ON A WHITE BACKGROUND. Y TRANSVERSE JOINT _ L CLASS A CONCRETE s�®mIJ`som I tQ III®® BACKGROUND.THE R7-8P UE SHMLIIA E GREEN LEGEND MID BORDER ONA WHITE Az TRAN6VERSE JONf C 1 C� F' c TRANSVERSE EXPANSION J— BOTTOM �. • MN.4"COM ACTED �/�. PAVEMENT TRANSVERSE CONTRACTION JOINTS OF CURB TYPICAL AT ALL I 053 STONE BASE %.//J/ f b NOTE:MAXIMUM TRANSVERSE CONTRACTION JOINT DISTANCE 10 FEET ACCESSIBLE -1, 2 ,g i PREPARED SUBGRADE FOR TANGOS SECTIONS AND 5 FEET FOR RADIUS SECTORS. PARKING SPACES Q ,q 4 ` ].5' S I.1;1 1. MOVnI.q Surface 0p N t- !__ T COMPACTED PER!ROOT S •R STANDARD SPECIFICATIONS a CURB JOINT DETAIL THIS(SIGN)TYPICAL AT g e •f $m 3(3 iV N PO IAM) SPAR LNG SPAUN ICES 1TXS O;c 33 L'+ g Diagram 2:BNcb P.AMq Location aro Design Z i y INTEGRAL WALK AND CURB DETAIL (R]-0P) . F c S G O Ili FS (NO SCALE) PENALTY SIGN WITH g di F IIX9' WORDING AS REQUIRED >f - TRANSVERSE AM IIr T TRANSVERSE DONT pa BY STATE OR LOCAL LAW �1 j.. I � B 1 s. -- i 3LBS./PT.GALVANIZED CHANNEL q Ill dk 1?PREFORMm AINf FLLH{ SIGN PORT PER INDOT STANDARD I I IaJjl, G$ SPE�24"� 30'Mn.(TIS.) 1?PREFORMED DONT FLIER S TOPSOIL e"MIN 1 P 1C S TOPSOIL Y S LK I 1S USE BCPIPE BOLLARD FIIFICATION SEC.LLEDWIr—rt Le '1 CONCRETE ONLY WHEN SIG L5I P IN PAVED AREA OR SIDEWALK If. I,e �—]3' ]2' I Sp MN,) M1SLOEU/4"PER FF. SLOPE TOP M V ' 5.0 MIN.) I -- i MN.B'CUSS'A' ,^a - 1l OF CONCRETE IIII. CONCRETE OR MATCH < –T a1 1 —PAVEMENT SECTION -—CON RETE N BACKFILL y_ GROUNDIPAVING SURFACE e•••01•00.- ' BACKFILL J J` II MIN.{'COMPACTED MIN.4-COMPACTED L11.2 COMPACTED 3500 P.S.I. 1 g 053 STONE BASE OR • T MIN.4"COMPACTED 053 STONE BASE 053 STONE BABE P.C.CONCRETE 3 _,MATCH STONE SECTION 5, `� 053 STONE BASE `\\\ I•�I _ — �_� `COMP COMPACTED ERI DOT COMPACTED PER INDOT R. I L— 24'(Min) I 24. • `\ \ PREPARED SUBGRSA PREPARED PER INDE I \ PREPAREDSPER INDOT `COMPARED PER INDOT STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS 1'd BICYCLE PARKING DETAIL SIDEWALK SECTION TYPICAL COMBINED CONCRETE CURB&GUTTER COMBINED CONCRETE CURB&GUTTER MN1111I,,, -DRIVEWAY CROSSING SIDEWALK SECTION PID(NO SCALE) TYPE III NDS) ACCESSIBLEMOUNT DETAIL BOLLARD ``,kE ' ' moo? e IMO SCALE) MD SCALE) (NO SCALE) „yz. /r Q m "+vsryi-7ac�oF 1.5 HMA 9.SMM SURFACE P"r o*0i„ANAL „11111111PAAAAAA`A 2S-LIMA t9.OMM BASE S- 6,53 AGGREGATE(INDOT) NOTES: Kif.U.; \.PREPARED SUBGRADE COMPACTED PER INDOT STAN O^`amine.* . D atat..PHmMew.. N w_• ........ TREATMENT BEFORE PAVING. 6IKHerr AI Kiyog*wusJ MY, +9+m 00 neene¢r eq«M nma, are r . ' dirgeM p. u,n STANDARD DUTY ASPHALT PAVING SECTION �y 0T,ea ...a Y.11 to0a..N e P�n�n `I p Ta0anare ervieto.a.neswu,NN�•„ i rveq mm.nNammesa/M,Avecm. (NO SCALE) O� q p :.Mort pas n.Aa.ee....e..Ne. ,� a.ep.mlo•NrnatbamM..mv 0 0- �- rR L.KP eK�K n..ma. � .m saw.Norman B.. �,y *"w.E60em,5n01-1 Imo-.a D.�Ke •• SECTION A-A y pee �....Q.0..eamp ymMa. -LB _ _ Comm.....�m�e m �.<m,p S.,,N.m PempE N�p,bMen.em.a :° t Ma O,O yAS A009/BII ,:. ) B I L¢•.1 x..1 I z W FIBER NOW PSI • as ©V B v,•y "' yal p, BRIO(DETECTABLE WARNING SURFACE WITH CONCRETE BORDpt©Qi Qsme Jwrnm awe ee Pue or Rae R.mem of /FIBER PDIXTIVE 9000 Nem. e. // �J a same, I, .6 r'.v .-:.,.m. p....be e.m..�.e0050.mere Re 1..rR. am... J"` g i...' pnl.SW y- ......... Se.. 900N.aN19_O1A1 f—� .ro.bua BHIMA a.mmJ,ee.ram. ,l /L �'S'''If7— .mP Un..eM.S e y Lg.s.W Kov Rw] — J-�I-�/ eek•.mom me.ava.e mesur� 8'BTNID 3'V '\.SJ.Y, l J 1'-053 AGGREGATE(INDOT) I RFI ©00 b MmN,ee men 00 ee m -1' CURB TAPER END OF CURB ; 11-`6.-/ nm slope•' a.m Fan ' agYM Y� •/ 0. O epi U _' PAVEMENT PREPARED SUBGRADE COMPACTED PER INDOT '� ANmM M••'�o�.r.wy. w. .xa a a...] z iAi. .my Q A.•P•• :•. ! I r It I o / /// ///! STANDARD SPECIFICATIONS.MAY REQUIRE A I A -`�/ � '. � RAS UII SII# A..`J. SECTION VIEW TREATMENT BEFORE PAVING. E LEGEND: • ••'-• •'' ama •• '/ L • % A-STANDINGCURBr-END OF CURB STANDARD DUTY CONCRETE PAVING SECTION En A. a a.�.Nm. nCner EM We Yzulxe Tone.Yee / a . s ( �Nn. TYPICAL RAMP AND BRICK SURFACE CONSTRICTION DETAIL• TRUNCATED DOMES -.PAVEM6Ni+• SCALE) W 1 .�•r r 'i"a,m "r"/-"r N.n.a INDIANA DEPARTMENT OF TRANSPORTATION I zv RR INDIANA DEPARTMENT OF TRANSPORTATION PLAN VIEW "1 P �` "\` " GE-WAY DIRECTIONAL PERPENDICULAR CURB TAPER DETAIL ✓) W R SECTION B-B NRB RAMP COMPONENT DETAILS , ,• :p� .. • DETECTABLE WARNING SURFACE DETAILS W �yyy SEPTEMBER 2016 • SEPTEMBER 2016 SCALE) U T/] 0 '-T-"a STANDARD SKEWING NO. E 50K-SWOt-06 5015.0W ' r3112111�rw.n STANDARD DRAWING ND. E 60A-SWOL-14 w W •. s.N....•,. :-/✓�b W. w• pi/snA .aew d Efuebria,.f a�nne f E r`/ •.�•/•�\`. •'" ALTERNATE NRB CONSTRUCTION Na < 1 / / /i ii=i -i�/�-�• �"\'r"' we..,FwJm�l.n .0 • ._ I. y' .I CHANGE OF GRADE it%O •• lO2fI01N`� om a g' A.A1 O ^ E g ! SECTION A-A -...„,e,,,11 rtn k /ivae .a.;m. 03/e/II 50101'-10' +.,. n•Rw #,z/1/006,1.1//;�. N4IUIs 1�I 1_•1 R q n [ii `n SHEET NO. C201 R'.L PROJECT NO. W18.0330 935 r 10 I 9 I 8 I i I 6 I 5 I A I 1 I 2 10 I 9 I B I A I 6 I 5 1 T I 3 I 2 I 1 O 09 41 N O 0 ND C O 0 O V ~ t. -. -ea o» u v a�oe:SI p E b`;',',7 M .., nor 1 c.2 3 m n < NOTE: Cr) o 0015 SHALL O LUT 0 i p ram A JOINTER MAMNG A YEAAJxD AT PaRNTT ITE �y $5 m 0 w i RALNS OF I/A'AND HUED RA016 ]a mu RA06 e C 5 Z. 161 NIH JOINT FILLER. ��J ' Q _ 90' W V� IL o 3 ?if G "<'' z .cc w C2 artaOJNl_ ( �C ~ yWy U U NON OF WALK OR MAX 6'0• + I IE-1 BETNFEN 7RA1014RSE JOINTS (n J m < LT 5/t Ba NAT x COCID .,J 3 11EA51R0 A UL 2 c--). r Torso. f I6' C d r Il Il rAn4 �" :• I MBEAM EPAN90MINTS(MAX.) as COIDIA:/• . P. t ; SQA •Y • Mani z J 3,4 •s•11...., 3^ t` ...•e . '.1 "- r U a I1EigimiWi71; 111 1. .Mmi v.1 3.IV _ U jr--• t �fmtecnmeO 'V a IN r PREPARED SUBCAAOE COMPACTED IN ACCORDANCE v) (n •••••••••••.•••••••.•••.••.. .•..••.: MI NTH SECDW 207 Of STANDARD EAOT SPECS. ti o n ')""11 '�'Mi rn v CURB AND GUTTER, CONCRETE, TYPE 11 # C� am a Cu : EPA®XxB axe t ON 11 C ND0. ° z mi Wi CONCRETE SIDEWALK m o COMMERCIAL DRIVEWAYS A o 9: a C 0 NO SCALE NO SLATE — An Km MEWL am Mm ONO.P1.11011'SHALL x 9101 SOK E aSg i NOTES: ROM (10E AN sown W.. USE FOR CR.Mm ALL Cum TT.E161PT ROIL O. Nx111u,Tp.ONS SNNL If SAM N.M..Pouf®alms TO A NNNAN a0M 6 lir D EGDED AND BROOM FINISHED.NO'MCIURE FRAME'FINISHES MILL BE PERMITTED En V, COIIXEIE MM AND/OR WON.ACNX3 ME SHALL It WORN O C CCNCIEiF.!•COPMIED AGGREGATE.NO.52 AID ImINFORCED 0.01 SAME xi1)E 1110.1C COW. EMPv ice Y/�rA1.w6Oe0 Mot.ANI OM W IuoAr CLASS'A'CONCRETE Q SZ�_ O-I AS NEEDED BA.ON 111.112 0110112)TO.65 511E TOTS EMM 5 p.m ox NO cm.. C DEPTH OF CONCRETE AND 6'COMPACTED AGGREGATE N0.53 TO USED ACROSS MKS = 1 O>Z AM 0500 Cum,SNNL x 5.00P AT 1x II AIT.MMT 10 THE MX141 TOES 00 11E DISIIK fun MP.. no 96040116 07 0*Lal N..v 00.IC ROB MB WI. SAL M O NAM p.191,r10 PSI 030E0 G Z Q O I o 0.x.041.0N AAmmN1a Nm N.rm.51177.0.Q N a PROTIDE.10'RHOS...S O SCOO./PAm LauraO F. E AGGREGATE IS REWIRED/53 STONE MILL BE USED AT A MINIMUM Q 4',NTH EXCEPTION OF ACROSS DONEES N p N PAOASN[NAu AM TRU LAM MEMO.YAM PER OCR.MAY 00.0 015M RAN(G RAN)V) Z 0 G 4 CUT * OJT g 3( ) PAM MTH 3 Cr) y° — -i, Irk O x I j r �IIIIIIIIIII�III�IIII'llllllll'IIILO.: 1 O r C 1/r PERIMAIR RUN TA• S,IT TOP.\ I. ' a("4f_ir �11 111111I11111I11111111111111111111111111111111111111\ f-0' Z r1 IrMilflil Nr Lo \— r DOM ELI \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ~ A < n' 4. • NAPE c ———_ Cr) r5+ O . 9 rD c ,��. /rte t `"..55Aa SCOTT Ao '$. 1a ADJAOMT ORB Q �l 'E119Re PAyLBN .. 2 n xA3s A , „,(,d s _ _ —_._.— a aAN A aN0E4 o-7ltt r .A a — 1C - . .=__= N a m1ao6 T �1 BAaNu O� ="i 'S.‘,61.-,'' A o 0- co...--, ....... ..... .. . . . 0 1�E v1 IPACIFD%MOM 11 a XMIO't(.05 011010 `��� PREPNIED010*0 N AccaroAN� a CONCRETE DRIVEWITH p CURB AND GUTTER, CONCRETE, TYPE III '÷Irni SEcmx p7 Cr SWARD BOOT Spm m p COMBINED DEPRESSED CURB AND GUTTER M0 x'LE a 0 t:::, �� 110 wEE = O BO.NhOU1 0111ORB xCOMM PA.101 SR.x SEEAA 0.. MULTI—USE PATH z...3 ' °, comp.F01.Sm.BE P..a A.MOND 51x1Aaz O. ALL 0.507 STOR NO SCALE C Na UND S ES MO 10106 ME 80.240 MI1RACTIN TOWS 9101 x We pi MIMORT P.0)ME TO A Broom 004711 a I/3.0 17.1 PPM OM BE BROM 10 1.1Q T<9i FMNS OMEN 960IAx ECM MOC CO Eh .Z1ow<coos EMM 5'kon.a P.AN On0NSE FTM IO Immo.PRET..EPN9M TTS EMM 50 NA001 0 I.5'-165//S1D.NMA SURFACE,TYPE 13%9.5 mm ON DIAPER 00300 PNOR TO RAO.MOWS p H o.c.vD a werna w1 own IY Am aw wx 5 Ru DAs IUM posse)AE1ER 142.4 maETE PONROI ONES SMUT EMM S Bum.d R.OM.. F?''T= SMALL x N31N1ID N ALWID.WS 1191 TOOT STAIANm SRRY 106 " O Cr-175//51➢.HMA NiERM DIME,PPE'B',19.0 IN.OFA O y MTV PANUAI Nm PxFOram cow..ART EMM Si C " Oj 6-COMPACTED AGGREGATE/53 CH Q z N O a .0..F.0-0.0 m x T r.BAIX 60.1813r. ETI C5 O ©COMZ Q O PACTED SUBCRADE O 1 "C5 o *NDTH OF RECREATIONAL ASPHALT PATH AS DESNDJATED BY CARMEL CLAY CdxREHENS/£PLAN(C3 PIAN) I-p i F — I S i F s L W 0 w ao o A ' E A i a io TA 1 o F . 18 SHEET NO. al-i .1 C202 a = 1,00.,22-114 W18.0330 10 I 9 B I 7 6 I 5 3 ID I • I 7 I 5 I A I 3 I 2 I 1 GENERAL GRADING NOTES GENERAL NOTES �`--� I. CONTRACTOR SHALL REFER TO THE STORIAWATER POLLUTION PREVENTK.PLAN AND 1.THE SITE DOES NOT UE N A SPECIAL FLOOD HAZARD CO -� \� 1 DETAILS FOR CONSTRUCT).SCHEDULING AND EROSION CONTROL MEASURES TO BE AREA AS ESTABLISHED BY THE FEDERAL EMERGENCY U O _ \ INSTALLED PRIOR TO EARTHMOVING ACTIVITIES. MANAGEMENT AGENCY-NATIONAL FLOOD INSURANCE O N PROGRAM,WHEN PLOTTED BY SCALE ON FLOOD s ' \ �\\\\ \ 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION(INDOT)STANDARD INSURANCE.2014. RATE MAD NI06]CO225G.DATED NOVEMBER M _ ' SPECIFICATIONS,LATEST EDITION,FOR BASIC MATERIALS AND CONSTRUCTION METHODS. 19,2011. Q N •� THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE V REQUIREMENTS FOR THIS PROJECT PLEASE NOTE THAT OTHER SECTIONS OF THE NDOT Y.C-, a0 M} \\ \\\\\ STANDARD SPECFICATIONS MAY ALSO BE APPLICABLE. -O h �^ \\ POND 3. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM MINN TIE V I HITS OF PROPOSED BUILDINGS AND STRUCTURES.TOPSOIL SHILL BE STRIPPED TO THE •• ^ 1111111.411019 _! \ \\ T� DEPM AS NOTED IN THE GEOTECHNICAL REPORT. z C G M.e N 3 ' ` T.0.8.-187.13 a. AFTER STRPPNG TOPSOIL FNROOFROLL MEAS TO BE FILLED WITH A MEDIUM WEIGHTROLLER TO DETERN4NE LCCATIONS Of ANY POCKETS Of UNSUITABLE LATERAL, . L --- LLI V/ \ 7 \ �VIII..{•\ \\\ • RECOMMENDATIONS FOR DRY.G AMENDING ARTDR REMOVAL OF ANY UNSUITABLE G 3 me < / \ .� ) / L �.7 \\\\\\\\\ TIME OFWITHINCOS THE PROPOSED PAVEDAND/ORO BALDING MEAS WILL BE DETERMINED AT THE THE CON THE BY THE ED S BUILDING GEOTECHNICAL TESTING REPRESENTATIVE ,.; EXISTING AREAS 5, TOPSOIL SHALL BE PLACED IN MOUNDING AREAS,NONSTRUCTURAL FILL AND/OR PLANING PERVIOUS•212 AC. AREAS TO A MINIMUM DEPTH OF 6-.EXCESS TOPSOIL SHALL BE REMOVED FROM THE$R£. IMPERVIOUS•0.00 AC. \/ \\ /V/ ' / ^^'N � \��\ 6. WHEN PERFORMING GRADING OPERATIONS DURING PERIODS OF WET WEATHER,PROVIDE PROPOSED AREAS `J' y,,J ADEQUATE DEWATERING.DRAINAGE AND GROUND WATER MANAGEMENT TO CONTROL PROP•S AL, C / \ 'P\ j• II'. /TAW \ ii-IF�.')l'.RI L � - \ �\\ MOISTURE OF SOILS.REFER TOS GEOTECHNICAL REPORT AND/OR CONSULT WITH OWTIER'S \�\/.��_ \ / '�� � •i///\�\ '�:)a.'.bTIT `y. � lc \\• GEOTECHNICAL TESTING REPRESENTATIVE FOR RECOMMENDATIONS. IMPERVIOUS.1E4.1AC. uw �' N.WEARY MANHOLE -� / Y'� f/ �/' \�•� (`�`I_:fa[;t[ \ �N ]. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED ENDS ORGANIC S,BORROW PITS OR T W C = c R \� 71 \ �_ \ Y' :�'•q)F OTHER APPROVED SOURCES,EARTH SHALL BE FREE FROM ORG4NIC MATTER AND OTHER �r�� ��♦ w U NV.B/f.y1(B-PLS((q) .;�za})1C "1"--1-11101C ` ♦1 'LM IC \ DELETERIOUS SUBSTANCES AND LARGE ROCKS.THE FILL MATERIAL SHALL BE PLACED M BENCHMARK INFORMATION L� -- Ny.•77,�1(B7LC(11)) / ��L)IOn\ 1.1tfI:1C \ r-.1,""--- 'cur '' \,\\NN CONTE TOT TO FILLNAERI,NAL BE SUCHFOLLOVANGCOMPACTIOFIED COM MOISTURE t--•--I w \ i" TC;y.]Ci HAI...Wt \ \ CONTENT OF FILL EXCEED E ERAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTOR DENSITY. PROJECT BM-HCBR'IB'I ` / \.pJl { \ \ \ ALL FILL BENEATH PAVED MEAS,FLOOR SLABS NA FUTURE BUILDINGS SHALL BE E� (J \ , / / 1!*.6.1 ti� Ns".."'"--„ \ COMPACTED TO AT LEAST 96%O THE MAXIMUM DRY DENSITY PER ASTM 0.1557.FIELD Bmi•W M I Nonlwst Mr..d Ca¢Pan New(.1 4... - - V �.` _ •T •� �S� 1k \ COMPACTING TEST SHALL BE RUN ON EACH LFT,IN FILL SECTIONS,AND THE REQUIRED met btlpF HYUWi(SL.Na.281)euFYq 964 Shsel wer OJ 7:- STORM INLET :.?ji Arts:II,. IOR-� :a•' =\ /a'I � \\ COMPACTION ON EACH UFT BNALI BENACCOTtDANCE WITH INDOT SECTION it t. �V.17154 WAND IN ~ m U i • • \.........---17...- e. MAXIMUM LAWN SLOPE Is 3:1. 2 m 411, . ���I*�ate _ NV-BBa.52(12TK'P(Ih) 'i:T•. \ 9. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILIZES LOCATED WITHIN THE LITS OF SITE TBM ��jj c poi \�_ �4!<:S'C TC IO5.,11:, \ \ CONSTRUCTION ACCORDING TO INFORMATION PROVIDED BY THE VARIOUS UTILITY UNE Z LURE RIFT • (AT / " , COMPARES,PREVICUS CONSTRUCTION PIANS AND AB EVIDENCED BY OBSERVATION OF Nor81�1 BanM Ldl M En IryWrV bralea Nall,al a,e '(,:IE'�T IO==J�"- ` IC Z�1C "/ I ABOVE GROUND CONg1gN5 BY THE SURVEYOR.THE ACCUMCY OF THIS INFORIMTIONIS a Comma)Dr.And Rel.PAW' M.11ID ` /[•88161 p \•. OlR.:.YIO� ` ,i6:.. , I T ELEV.INAS(NAND•) W J . NV•BN.Ia(IYRCP(E)) 'r \ ) ..-1.:-'TC 1 '"'�• � G� > Nii,,,\ TD)ORW NOT GUARANTEED. NV•88a.ta(II'R5(W)) /jam �,;,WIT ].iC �'1 s PER I6t.IQ '� 7 1 7C'.IN4 A 7lkk10. THE CONTRACTOR SHALL CONTACT ALL UTLITY COMPANIES TO LOCATE MONS.CONDUITS. CARMEL REQUIREMENTS // % `/ �(.;;5•R. y / \s irbi\ / \ SERVILE LNEB.EIC.VAINN THE CONSTRULTgN LIMT6.TIE LOCATION MD PROTECTOR • y,KITNf($E. EA41ENT 1T.IAA,. GAT"Bt')i,� P.;iC TC'_.!.Ula,' 4. CF UTILITY STRUCTURES.THER SUPPORT AND MAINTENANCE DURING CONSTRUCTION(N SIGN YANEIF q. PFA ."IQ.IOq-16135\�. IO=7&) � �I:� `CUfWTL�II'a ,�F AEM SECOMCOOPERATKNI VRTM APPIJCABIE UTIfiV LOMPANY)16 THE E%PRESSED RESPONSIBILITY OF 1. NO EARTH DISTURDIE ACTIVITY IAYTAKE RACE 1 RILL-8881 . \ OB )di. \ 1C_^_�.\ f�AF�•a \ ' _NV•BB223 ` THE CONTMCTO0. VATHOUT AN APPROVED STORM WATERp .V•8fl89002'RCP(E)) SELUIO8E11DITPApCLLr ..]l.1C E'1J /. WTi-_'_• \, 0 tMANAGEMENT PERMIT. p,NV=BM.SO(Sa'RCP(S)) PFR VISI.N0.20150710.II (I.I�HJR rt CUT /". TC Lf /,• \ ) 1 ' 1L All SPOT ELEVATIONS ARE TO FlNIBNED GRADE H y 3 Y Pl>jT 1C / I (/�• ,�y/� \ \ // I 2. DECORATIVE MOU SPRINKLER SYSTEMS.TREES, R 68- CYFJ'wT 7C )� L)L•f LOUTH i \�/J � \ / 12 COMPACTED'B'BOftROW BALK FILL RE090VER ALL UTILTESNPAVED MEAS. IANDSCAPNGMWNDS.FENCES.UGHI POLES OR C;z6$ 3\ :,SS: � ^ (]�.S \� / OTHER SUCH AMENITIES ARENOT PERMITTED WTHN g c T s �'SWyTMY YA88&11OLE \\ '1".,ii \�) 1 T>L :A, J FulDm� 4r®,••�\ \ \ =__/ /�� 1 ALL GRADES AT BOUNDARY SHgLL MEET E%ISIING.LONTMLTOR 31ULl ADJUST ANpKKR THE RIGHT-0F-WAY. S G Q RN•BBfllt \\ \\ �� ��\ / ���� A 7 3 CUTEXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS INV•BJJ.36(8Y'VC(E)) \\ �yyy._ /�(�AGRADE.BUTT JOINTS SHALL BE PROVIDED AT TRANSITIONAL AREAS BETWEEN PROPOSED 3, M.F.P.G.•MINIMUM FLOOD PROTECTION GRADE NV•8JJ.26(8T4C(S)) \\ \\ `� ;,k, t,:ara CUT�h�,`•'� l 'O GK�/ it ��� \ WIT AND EXISTING PAVEMENT. M.F.P.G.OF ALL STRUCTURES FRONTING A POND OR 3-; \\ • M ` /CYT'.TC I: _TT ',TIM IO / 4 IJ_Ys" t` I OPEN DITCH 61411 BE NO LESS THAN 2 FEET ABOVE c \\ • \�' AC CYE'.LUT ` C '!•I�•T I VVV 'p \ I 6'PImY P' ta.ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN S OF ANY ADJACENT 106YEAR LOCAL OR REGIONAL o �j� ` r '.CO� PAVEMENT TO BEBACKFILEDWTHGRANUARMTERAL FLOOD ELEVATIONS WHICHEVER IS GREATER,FOR aP. \\ \\ `-' ! S.f it BB].IAC \ \\/� / ��\. TO� CZ-11i _ ALL WINDOWS DOORS.PIPE ENTRANCES.VANDOW W \\\ MOM] /S)i`h -1 DN � "T / / ��\ ik . .f'1‘;:'-‘"X 'X71 W� + ' �' \ • 15. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.S WELLS.AND ANY OTHER STRUCTURE MEMBER G g \\ •- L IUM a 1C • / !q S Q \ , STANDARDS FOR WORKER SAFETY. WHERE FLOOD WATERS CAN ENTER A BUILDING. •\ \ lC ' '�• I 1, Tl 1 Gt 3 ?C '"L 16.THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK OUANSTIES PRIOR TO THE START OF 1. •LOWEST ADJACENT GRADE IS THE y } \I CONSTRUCTION.IF AN EXCESS OR SHORTAGE OF EARTH IS ENCOUNTERED.THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A \\ WI „)f•���S` ��/ * £. .a[� \ �i'''' Zp • t , CONTRACTOR SHu.L CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STRUCTURE WHEN THE BOL MEETS THE • \ + , }jn R ` •'',� \ \ $J FFT��A I\ \` STOCKPILING.REMOVAL OR IMPORTING OF EARTH. FOUNDATION AROUND THE OUTSIDE OF THE \' \ � i •�L I\ \` 1 STRUCTURE.(INCLUDNG STRUCTURAL EEIMERS • • j IC 4•`X I` 17.PROVIDE POSITIVE DRAINAGE WITHOUT PORTING IN ALL AREAS AFTER NSTALUTDN. SUCH AS BASEMENT WAU(OUT PATIOS,DECKS, y 1 `rte CM * IO!LAD F CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS.ANY MEAS THAT PORCHES.SUPPORT POST,O PERE.A O RN OF e �1A J� .a /\ - .• • HOLD WATER MORE THAN THE DEEP ERALL BE CUT R O AND CORRECTED TO POSITIVE THE WINDOW WELL. \\�� \ + ^\�!, �u �. �\1\ \\\\\` , DRAINAGE ATRTCOST TO THE OWNEW DEVELOPER OR ENGINEER. ,... \ \ /-� 1<L3I•! \•• , \ DISCHARGE SUMMARY `yH GlF 9w.yy, \S\\, `\,`, 18.ADA ACCESSIBLE PARKING SPACES,RAMPS.AND ROUTES SHALL BE IN ALCORMNCE WITH i j\\\‘ `, • \ "'yi.IO/ \ 'A THE LATEST AOA STANDARDS FOR ALGFc9raFpESNN. PROPOSED OUTLET _AL. \`;" \\\ lC 6!!l•: �- ` PEAK DISCHARGE(CFS) .RRA \\ `` .� 110,...1.3. () CUT I \1;10,,, 0)1k.. `_ 1 , 19.VERTICAL CURVES WITH A MINIMUM LENGTH OF SO.SHALL BE USED WHERE POSSIBLE RERAN PERIOD ALLOWABLE ACTUAL W/OFFSITE 2,Ci - Q L N. / '�'� BETWEEN VERTICAL CHANGES IN DIRECTION(SLOPE)TO ALLOW FOR POSITIVE DRMNGE 10 YR, N/A 11.79 N� _ TCia:►1! \y 1 ) too V0. WA zD.Ie 1\�' =, \ \ y:1C - _-Qi•; Y�• .\�+ I1 \ �,,'� AND SMOOTH TRANSITIONS. NET BITE ACREAGE(MINUS RO 2.]I ACRESgVP' TF }I.1(M A tSTORY YANNOL2\� I `\ ' Ii•7C -�AA' II \/ I I )'�� I I 20.MEASURED CONTRACTOR TO INSTALL CONCRETE CRADLES WHEN TIE VERTICAL SEPARATION(AS VJi O A 1 �• 1 YYY MEASURED FROM THE EXTERNAL OF THE PIPES)BETWEEN SANITARY SEWER FACLITIES, \/ OFFSITE ACREAGE O ACRES 1111,987.92 \ { / DETENTION VOLUME PROVIDED O CFS \/^N \ 1/ WATER MAIN,AND STORM SEWERS IS HE OR LESS. DETENTION VOLUME REQUIRED 0 CFS N RI 8Jfl8J(Sa•RCP(5)) 41 \INV.711117(54-RCP(ND s 11 ,. .iii � \ .} ;WT . � ., I // ///)I) I 21.AU.DISTURBEDBEDMEA SHALL BESTAANDEDIN ACCORDANCE TO THE STORM WATER WO\RHNNNI/i; �_�^ M , /11//. / POLLUTION PREVENTION PLM AND LANOSCME PIAN. `•a`N;M\\SCO T7 0 lfb o \\\\ I `'}F'IL TC II \17. i` ...Lo1= Ii 1 1 / // / e`P ''c SANITARY MANR4[ , - ` }/ SLC, - / j I ).e PM.887.87 \\ \ 4 Fina^a • �F` I of Nv876.22(B'PVC(BU \\\ \ •i �.. ' ._....J /. .c IL:. 7 r% p \ � 1 IC 1•1•1311.1. ,\ X MM NOTE:FOR SIDEWALK IAT�,►--� \\\q 1 .ig �� 10 ------v,\�e, aA �/ // / GRADING,SEE SHEET[301. ipilVI \\\� .\: \ Te �ai e /" /%t / GRADING PLAN LEGEND \\ \ ! \� GUT`''� IO I'\Irt - �: (, f �'A. / UTILITIES LUNE TYPES a \\ \\ \ ' SI FRE DEPT HOOKUP Q COMMUNICATIONS JUNCTION Box -- MGM OF WAY LINE \\\ \ \ \\,�i�'/j�! •C FREMYDRAM © COMMUNICATIONS MANHOLE ___-- ._ t-___._-..FENCE a \\ Tr roq \� / // IB POST INDICATOR VALVE N COMMUNICATIONS PEDESTAL GUARD RAIL \\ \\ \\-_•��IC I'AR:�:E➢\/ r'.) ,/ / /•/ ® WATER METER ID COMMUNICATIONS RISER BWN6NY LINE \ ?.Lf LT r::.Pi iC, r.ai / / / /-lI�/ p WATER VALVE BH TRAFFIC SIGNAL POLE \\ ' ` , j/ /JE ® �•••�►•••�►•••-FLOW LINE -- g{CAI \\ \•.. y,4?"..!".,. ) \ GAS METER B TRAFFIC SIGNAL INDEX CONWR \\ �\ V� �� V Z. /� B'd GFS VALVE STORM CLEANOUT �+J•._ NTERLEDMTE CONIC. \ \\\ \� n1C ��- • Q ELECTRICMANHOIE • BEEHIVE INLET • - LNDERGRUND CAS J \\ , ���'' // PER�. 7B� POND m ELECTRIC OUTLET ■ CURB INLET __ •-- UM)ERCAJI.NO WATER \ \N •.• ')L :.-SLI WV/ ,,.:\ // FVI\lJ 0 ELECTRIC METER • FLOOR GRAIN _ •__ I \ , 3\ ' '2 ' . 100 Y0.=883.87 _... AERN ELECTRIC E 0 ELECTAILAL TIBER • ROUND INLET LMDFPCJ1plIID ELECTRIC \A T.O.B. ••888.87 ■ TRANSFORMER . SQUARE INLET U JERGROM CCONNWATD18 { 'll \ JUNCTION BOX • i N\ . " MN,T • OlY lNOEPGTRGR.0 iBE1R OPTIC micron STORM MANHOLEMAIN COANNIUTIONS i `� ELECTRIC CONN SPOUT g \\ 9 +•1S_': •/�� ® GENERATOR �H SANITARYSEWER CLEANOUT AHW MEP MX G&E 6664 .c( L Alkt / y UTLTY POLE B FOR E MAIN W p o STORM MANHOLE \ •f j FORCE INN L fir UTILITY POLE W/TRANSFORMER ® SANITARY SEWER MANHOLE LW. Z Rs•886.W ` ,?..{ El MONITORING WELL la SANITARY STUB WARNER .-._ , SWIMYSENFN UTEML L"� NwBJ]66(51"RCP(N)) `` \\\ �G� L.$y �/ / LIOUID PROPANE GAS TANK OTHER SVIIMYSEVFA MM F•A INV•BJJ66(Sa'RCP(E)) \ _ _ - fc2 p 0 ORNAMENTAL LIGAN SIGN I i'• ' Q� i STREETLIGHT i ROOF RACE V] Ill ••� iC� BOLLARD SLB SURFACE ORM' rW) Cr ,c., $ ...,,,:i7.7 Y•77 I aQ PARKING LOT LIGHT(HEAD) ( PARKING WHEEL STOP STORY SEWER YFN V C3 Q 2 OWl NET i T' / ABBREVIATORS6. ` a - Y All.. PARKIN ISLE SPL T GRADE BREAK UNE I"I U \\ TC-085.52T / ESMT EASEMCAN RIGHT ENT AY T�CURB A GUTTER ELEVATIONDAM1••1 W r^ . \\ •]V•877.Ba ,a'a i FEF FlNISH£FLOOR ELEVATIONAND UTILITY EMEM 0i.PAVEMENT SPOT ELEVATION N C V V7 ar GROUND SPOT ELEVATION rte/ G \\ \�� t(`\{ IC �OF CURB EXISTING SPOT ELEVATION A u • 1^I U A a CUT CURERImo, a �,, \ 19 CMP CORRUGATED METAL PRE o-EMERGENCYLOWDIRECTION FLOOD W E % Iy LCB D \\ RCP REINFORCED CONCRETE PIPE �'FLOW DRECTION AND SLOPE _f w f-I PVC POLYVINYL CHLORIDE RPE 777 ¢ 0 G IFI R VCP vITRIFEDCU PRE '�` Know what's below. V y \ ^ 1'� ,\� HDPE HIGH DENSITY POLYETHYLENE PIPE / Call before you di. AN�NO. g '\ a a DP DUCTILE IRON PPE 9 SSD SUB SURFACE DRAIN PIE S WARM Indiana CO II 1 \ \ \ \ , SIM STORK C 3 0 0 YJ sunrARY MIME \ \ SAN BARTARY SCALE: I• = 30' Al8l t 800-J82-SSa1 STR STRUCTURE _•AAE WI c I n l \,� , coCLEANOIfi PROJECT NO. I \1 ` 0 15 30 60 FDa�F :tr W18.0330 10 I 9 I 8 I 7 I • I 5 I4 I 3 I 2 1 , 10 I • I . I_ T I •• I D I 4 I 3 I • I 1 I p Fk• `\ �, \ I\ \ ,., <0N O --I--—— A ---- �\ a. ��e U= —_�N. . zo7:,...1 m:m ; PROPOSED BUILDING ( \ I \\ o.� -- I �� ^mom -- GFA=31,808 SF 3 n < FFF=88887. I\ \ , \ M.F.P.G.=887.13 M.L A.G.=888 40 nese.• ' �$_ —�� * ) \\ I ' \ 1 ` � I \ W04 ®--_ / 0� N R n \ \ WW ' / N _______ , 1 \j\ WzIm\ .. . 1 ..,, 1 0,_, z 2 I— ,____ ______ z � 1110. � � / . ,,, ,, \ . W . . ,_,� ._, I , 1 1 l ,_---_ D � 1 \ fliil! 1. li...16p. .:,:,:..Recce C�;i.?'.1 ' D• ) QRQ drr D X \ II ♦D ` ' . _.. t 111111ME r • /ags T : H:! ' • : / 1. i.NAM o , V. , 0 i : o 1, • • r'T'.n n:,...J fa L t . —_ ' `� �'.ar Z.:...1:OA r� -c. \IN c.ar ar.-..NI : art WT�*£. 11 01 =S' -n .�&•:n E IT,�. .:.Tc n.. �.1C IC •.., ! n `\ ..-�• :vS',cur czn ��cur :: :art ! ?nn art F•T•'_.Z^•on cur.�S: art z :C-. \\ ... I _____Amaiiiiii,„----1-&-\ (5- ihit....' . I I V\ 1 0 ti. a . wL 6.\,,,,L L (S. , , , , „,...,a,„„.. „,, - ,....... . - nmiiiii. _ E F, A '' ,. , „:„„, , ..„,s.,,,,.„..,....0. s, 1..............ft .....- see011111111///fie. „.1 FRONT WALK DETAIL GRADING <u =D,, s s, P / GJ �U0,,,,,,,moos n / / i ——�_' / \ SCALE: 1 = 10' — • .I T / j-� 1 _ \ 0 510 so / i -L - \ \ II/ GRADING PLAN LEGEND --e".1....---` ` ,/ M / / ; °13 �� `_• I \ \F ,I•' V FIRE DEPT HOOKUP ��W COMMUNICATIONS JUNCTION BOK l.M1E1-- RIGHT OF WAY UNE ■R:::SII. �I ZY FIRENYDRANT © COMMUNICATIONS MANHOLE ° \ \Ili I ....... _ i ..--- FENCE / / / t... 1• POST INDICTOR VALVE • COMMUNICATIONS PEDESTAL • • - GUARDRAIL /p ® WATER METER o COMMUNICATIONS RICER mummy LINE )\11 \till / /- / ... , /............ �� WATER VALVE TRAFFIC SIGNAL POLE -�... -A•-.-FLOW LINE \\--�- `` � ' ''.V.' n�..1, 0 GAS METER 1 STORM:SIGNAL SOD- Me COMWR qrt�.g% •D M GAS VALVE STORM CLEANOUT �3or NrERI.EDMTE coNroLa ////�' Q ElELT1aC MANHOLE • BEEHIVE INLET GRCU.,D GAS / ' / ` ` / Q° / ® ELECTRIC OUTLET ■ CURB INLET LNDER a \ '\ ELECTRIC METFR • U.DERCFCIND AVER / / ' \ _...:.....„ ':. FLOOR DRAIN Ul.ff ELECT.NOELECTPoC • • ELECTFOCAL RISER • ROUND INLET _ .17....1 / �I ripish/i._: -- • 1RANISFORMER ® SOUARE NLET UOERGPpADrrAARMrLTpNs:: ;2 � / GUY ANCHOR ® STORM MANMIOLE lc-IAFAERIAL..1.11CwTIONsQ11 / GII.:!AF „ / Lill • ELECTRIC JUNCTION BOT • DOWNSPOUT --. ,AAERCAOMD FIeER OPTIC E 1 I =.- U GENERATOR SANITARY SEWER CLEANOUT _.__ -_ MM.FIBER WICC•"c p666 I S ! . ��,►� � , ':' • U L Y POLE ® LIFT STATION OVERHEAD URn CA , A �L'^�{•..� ^ L `` -''.-.-' / / oit ff UTUTY POLE W/TRANSFORMER •® SANTARY SEWER MANHOLE FORCE W E �C'v-" 1111 I I ``` n-:tEL' MAI rilPn / !•14,42 fA• B MONITORNG WELL SANRARY STIR SN6TARY SEWrT UTEAAL C' 18e11 DUr'..7eLl i IDE•Off / LOUD PROPANE GAS TANK IF,� OTHER $ 1. i V_ n...u. TO 1C •A, - A _ -._. swnArsEwER MAN 3E 4„ ,�1 .. .rink `` Off C::}F': 4L1:)AF' Nr •F / // ,, / y'.'� STREET NTAI LIGHT i. SIGN 'e-�^' ROOF DRAIN . >0.1 ,/ '.1.;. , / ' / A4 STREET LIDIR W E ,+ ` !� BOLLARD SUB SURFACE DRAM z, w .� I III ow / // // ABBREWITIONB NG LOT LIGHTII MEAD) ' PARKING LE SPACE STORM SEWER MNN U W d {M - ::'.II% I / epR ALCESSIBIE SPACE GRADE 6REAx LINE Ij� U yi.� 6E { : II .t.:4O: Vik �� "` ii / / ESMT EASEMEEfTWAY R�CURB6CURER ELEVATION I•+•jryNl w a 5 6 I _ / / /,'J /V D.6U.E. if:: D UTLRY FASFLFNf PAVEMENT$POT ELEVATION I FFE ELEVATION Ts GROUND SPOT ELEVATION �A/a ' I I. - / 11,/ / TTC OC NIS 8 p111 I i�=1 :_Y•'n I GUT EmERGESPOTEL ROuTN `.'g I # GUf / / `/�� o-•EMERGENCY ROOD 0.0111E I #ICMP METAL PPEI111 ':.-.t♦'- RCP CONCRETE PPE FLOW DIRECTION AND SLOPE A g R q 1 -- n c_•y'n :ld'.^.n / / / PvCUGH POLmNri CHLORIDE APE Know what's below. u ' s s 1 II ::le::w L>GUT ;IAnart S S/ F Call before you dig. SHEET O C7 8 Y / I HDPE HON DENS/TV POLYETHYLENE PIPE DP DUCTILE IRON PPE { ACCESS WALK DETAIL GRADING SSD SUB SURFACE DFWN PIPE er r min e00-sez CO 3 0 1 E SCALE: 1- = 10' STM STORM R _1 SAN SANITARY IIM NO.TM�8-1-111 A• :p , I nE w.......-1- STR STRUCTURE CO CLEANOUT 6PROJECT NO. ai 0 5 10 20 R L Lr."` W18.0330 ,OI ' I • I 7 I • I 5 I . 3 I 2 I I lD I • I a I T I • S 5 3 2 1 y4' „w 9g 6t' ��9 MAINTENANCE OF TRAFFIC NOTES T 46 STS — — —FaiTszs° N 1.9.m.AND Wm.HE OCONSTRUCTION F CONSTRUCTION, BE COOMEPLETE VA1REDUCI7DN NNTIE WILL OF THE PE MINT AND T E W1E N'�°22 W^9 llM1 C \ *V 0-e I V 0< MUST BE REOPENED AT THE END OF EACH DAY THAT R IS CLOSED. H43nADa •..... -��rie U a yy 2.THE BARRICADES SHALL BE MOVED TO THE EDGE OF PAVEMENT AT TINES OF NO CONSTRUCTION TO ALLOW / _ \ .1.(�'4j/ 6 O C .9 0 FOR UNOBSTRUCTED TRAFFIC FLOW THROUGH THE CONSTRUCTION AREA MAMAIN MINIMUM IX LANE WDTH --- / •• \ \ 'OTS.bp 0 - c BETWEEN BARRICADES AND ADJACENT LANE STRIPING. r / / • / '• \ °'DO V9 - -0 O .? • \ N N ,a .,, 3.FENCING,BARRICADES AND/OR APPROPRIATELY SIZED STEEL PLATES SIMLL BE PLACED SO AS TO / /� -' ,_,..,•,,__ . • • •• •• •• o M b O d ENCOMPASS ANY EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. L / / --_ - \ U•_ , 1 1 '1 • O p A.THE MVANCED wMNING SIGNS SHALL ALSO BE COVERED OR TURNED AWAY FROM THE ROADWAY Al TARES / • / • _ \ z GC msro . OF No coNsnxucTloN. ��_ �� _'._, -• \ d� O N.a z 5.THE MANTENANCE OF TRAFFIC SHALL CONFORM TO TIE STANDARD SPECIFICATIONS OF THE INDIANA ■ FI C 0 3 -COOP- 3 DEPARTMENT O TRANSPORTATION STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM • I \ o P1 .� < TRAFFIC CONTROL DEICES FOR STREETS NO HIGHWAYS DATED 2011 AND ALL SUBSEQUENT REVISIONS. / Cil E li IMIk - — 6.ANY DROP OFF ADJACENT TO THE TRAVEL LANE 1VI•CH EXCEEDS A'MUST HAVE TYPE II DRUMS WITH TYPE'LT / I y y _, FLASHERS SPACED AS NOTED. r — PROPOS T.ALL STAGING AND EOIaPMEM STORAGE WILL OCCUR OFF ROAD AND ON THE WORK SNE. GFA=ED BU LDING / • SS /T • B.THE APPROVED PERMIT AND PLANS SHALL BE ONSITE DURING CONSTRUCTION. I FFf-Beg qD • • \ G C C c I.ALL PAVEMENT MARKINGS WITHIN WDOT AND/OR GTY/COLNTY RIGHT-OF-WAY TO BE RI ACCORDANCE WITH I IO ' M.F.P.G.>887.13 1• •• \ �y j N . THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2011 S.LA.G.=egg40 I • avo I"I I C e AND ALL SUBSEQUENT REVISIONS. I t a • • • 17410 , I , W p, ` 10.CONTRACTOR TO NOTIFY AVTHORf'Y HAYING JORROIC1pN S ATS PRIOR TO THE START OF WORN AND I O •�•, �• I ..74.,-.3 • 11- - VafHN TDAYS OF COMPLETION OF WORK. I I �- ��1 • • \ IF. I _A 1 .. .1 �Wj U ` LEGEND II i '� ��`1�����-i�'��8 \ 1 '1� L - — — • DRUM TYPE BARRICADES(ACCORDING 0 IIIII • • v Z� LOCAL O.O.T.SPEC)SPACED AS NOTED. 1-7-71 ` , , I e•• (� O ADVANCED WARNING SIGN I ''3 \ ' s k,> &, �` itimmisil L j,. W J a _ . ...'''....-.'‘Mi 8 MI j WORK AREA I rn \ \ _ �`� I ❑,� 1 _O^ OPnONAL PLAOl1E I cr co --✓ `\ I .\ / ,..� I E® 2 ., , c s r 01 SPEED LIMIT SIGN I .--- •,,>( 2 g:g i g / ,A117._.,____--.. s. Y "- �, ^ °2 TRAFFIC FLOW \ 'r/ `3 ��.yN 1r\ 20AN T ARROW BOARD I O C2 \ I ` 9 R I /— .__ r i > � I�®fit °�� ► o ,�o.i_ _ _I__ _ _ _ 0ROAD W.. I �.• ., :11-.%I."--' _ _ — CD I } :::4194‘ — I R-795 00 L- \ . ..�1m■rnANl.....®.. '242 �� / $ :■�� PBaRgB.r♦ ss r t tl.h•d amlar: ;� ������ ���I:����i� _ �� ObN�uD t' tii �` i viii/ _ I I Cc �7TON a`' �I 11 —5 EWERNM � •44.,i„,„ a�a,N�,oc.x/�u.c 9D /, 4� _Q I II �� COWERLE DR62 '' -s i III`' , 94y r IIII ,P 4,,w4lir = gh I s' _ 111M111101111IM/ • II — ab 4 C�'Q- Zeillitilia O _—— _ : a : g • Ss = e r. oril if ROADSII ROAD �-. -•--._,_..4 __� co _. •UCTION WORK o 3 AHEAD n o¢N POSTED \\ a..,, I;J o N SPEED YCD ap W � LIMIT35 0 0 z 3 oEO Q � ol \�� � ,< X33 z Z.� U 1 c. O CL O X Ia • .' 6 a U i e W CC O p U o a LU V I — w 1 N 811o I z ] I S x o PZ o k U W--.1I _ E & O $ F P R Know what's below. $ PHASE ONE Call before you dig, SHEET NO. li MAINTENANCE OF TRAFFIC PLAN S c� C 4 O O 3 1 SCALE: 1 - S0• err L D IPROJECT NO. . �I� DEH I V 0 15 30 60 .NSF.,=4"... W18.0330 10 I 9 I 8 I 7 I 6 I 3 I 4 I 3 I 2 I I 10 I 1 I 3 I 7 I_ 3 I5 I 1 I 3 I 2 I 1 DRAINAGE PLAN NOTES __ 0DOWNSPOUT/ROOF DRAW PONT OF CONNECTION.COORDINATE WITH ARCHITECTURAL PLANS. 0 031 Z ��$J1 _� \\ O B'HOPE DUAL WALLED RANCOR MOOR EOUVAIEM ROOF DRAIN Q NON MINIMUM C L \ - � \\ OJ r HOPE DUAL WALLED RANCOR HO OR EQUIVALENT ROOF MINN•1.0%MINIMUM < q _ H O• c 'CS.`\\l'\V \ \ Ol W.HDPE DUAL WALLED RANCOR HO DE EOUNALEM ROOF DRAW•1.D%MWMUM O 9 ti \\ \\\ O t-SUBSURFACE DRAINS.PERFORATED DUAL WALLED RANCOR UTO OR EQUIVALENT " D M �� X00 N A1 \- \ POND 8 WATER QUALITY UNIT,REFER TO SHEET 0302 FOR MAKE ANO MODEL U- . /� N.P.=887.00 T VEGETATED FILTER STRIP MTH LEVEL BPEADER.REFER TO DETAIL ON SHEET 0002 Z El OHO //\ ' `\ 1.4 e• � , \\\\ 100 YR.=887.13 O BYPASS STRUCTURE.WEIR HE/W.80.1 r O I o T.O.B.=887.13 a- non_ / \\ / _• �� \\\\\\\\ OB CONTACTOR TO VERFY IF THERE IS SSD UNDER EXISTING CURB AT ENTRANCE.56D TO CONTINUE IF E%ISTNG ANDER 3 1.1 b N.1 t - . 1 PCNO NEW DEPRESSED LURE. DEIENTION ( / / _ \\\\\ STORM SEWER STRUCTURE DATA TABLE \ , �'j I� - �\ STRUrn'RE NUMBER STRUCTURE TYPE TOP OFCASTING CASTING TYPE INVERT DETAIL LOCATION \`v' \ \ /� // 5 / � ;���I����-,� � \\�\\ 201 END SECTION WA END SECTION INV IN=879.00(NW) mL00/1048.. �' %AnITARY UAnHOIF / � 1.. INV IN=879.71(NW) EMANH OLErd j \ a1M=88()) \ f4_ ' /,\ • '��,•' \ �� \\\ 202 MANHOLE 888.62 NEENAH R-1642 INV OUT=679.61(S) caoJ W p'(6-Ptc(w)) �I • -,6! ,..,___TRA,, d� AO A� O � \\ \\\ 203 MANHOLE 686.84 NEENAH R3405 INVV IN=.218 B769Ws) PPP RT. .w W U S 1811 BmrH U \ '.1$,...,410 Z' �\ I�� 1� `w\\\\ INV IN=881.93(NW) a)N B9R \ ttnor7 ����� • \` 204 MANHOLE BB6.89 NEENAH R3405 F.y c 0 r/` INV OUT=881.73(SE) @STORY INLET / r_� • PPP\���\` _ r�nn�I1 �NRM-867.00 \ / \'� �‘ - -':� INV IN=882.55(NE) HMtEOU: N,/ 2-o : Nv-a81.S2(t2RLP(111) � / 7 / W, >� iii„F1 205 MANHOLE 886.65 NEENAH R3287 DETuaa 3cG-\‘ �/ `lC \ \j/ INV OUT=882A5(SE) TALAR pOLPA HAFT '; O , •/%/*I�V/�� O O \ i [, \✓ , ' , Trrt JOET•a ■•■ FCD/ g J 1 V / \) 206 INLET TYPE) 886.82 NEENAH R3287-10v INV OUT=883.22(SW J n, Nv=8,5.T4(IZ1IOP(E)) /gyp \\ ♦ i ��,I�F� i Pm MT. ° mmmo'' .lm z K -PLO(W» `' �i. ,�� � `� , \ •,I GENERAL DRAINAGE NOTES DDSTNG DCE THE OR BE TER UNCTURE AS NECESSARY TO RETURN RTO SIO4I MANHOLE 54449"9t"Meg 13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF wET WEATHER. .P' PER RMT.14 1001-1{lD �.� • y I'��� \��� t , ' END SEC710M ISHAIL 92.886.11 �y�ibr' 'I,P VV `�, \ N � I 1. THEaLNCOMRACTOR PA OR ApIPPIIGBIE$T TE G1iMENERAL N PCONDITIONS.ES.PERMR FOR - NV-88L90(1210P(E3--A R•• \\ © �`. - '�'� ,� \,j Y/ O ©' STORMWATER DISCHARGE ASSOCMTED WITH CONSTRUCTION ACTIVITIES MID PROv1DEENTTO CONTROL MOIST RE OF SO AND GRWW)WATER SEROL EASIER omo. /\ 3/ M .. a /��. / ♦ ANAGEMENt TO CONTROL MOISTURE OF SOLS. ,p{ NV-B]R50(51"RCP(5)) `;�y�� �.2015031032 \ \ ��� i ` `/``` ( / ,�. •\ \ //'/} sTORMwATER POLLUTION PREVENTION PIAN. g e F m y i_ %(\ ^ • '\ 14.COMPACTED 9-BOMOw BACK FILL REARED OVER ALL UTILITIES N PAVED $$ - \ \�j//��� � `` T� ,� \ \ • Q \ `� j 2. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION(.DOT) AREAS. C;i SANITARY MANHCIE t,� / ) �� STANDARD SPECIFICATIONS.LATEST EDITION,FOR BASIC MATERIALS AND 3 RM-888.11 /\J ' ! ALL/� /, L � �� R\. CONSTRUCTION METHODS.THE SECTIONS BELOW FOR VARIOUS ITEMS ARE 15.ALL UTILITY STRUCTURES N PAVED AREAS SHALL BE FLUSH WITH PAVEMENT g D Q INV-872..16(8"PML(E)) t8` �_ `����_` � '�• r , { ©\ \L • ^ / TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT,PLEASE ARD SHALL HAVE TRAFFIC BEARING RING AND COVERS. F 1.-872.26(8-PVCTS)) \\ • /•w.R. '�A�,,/.�I , $ Q` \ I �.tR�(I ALSO BE APPLILABIE " e .,` � S/' ,� \ Q ,� • NOTE BE THAT OTHER SECTIONS OF THE STANDARD SPECIFICATIONS MAY 18 COORONATE LOCATIONS AND CONNECTIONS OF BLINDING STORM LINES WITH \\ \ 4MSF \N.I i� / l q PLUMBING DRAWINGS. 53 \\\ 10`.. ; j�� ) '� �, P l 3. THE CONTRACTOR SHALL CONTACT APPLICABLE STATE UNDERGROUND g R' (/v / (��Q `h LOCATION SERVICE AT LEAST 72 HOURS PRIOR TO ANY WORK AND SWILL ] FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER L'R \-� / eN' \^__/ // l/ �''t\O © L • ( I CONTACT THE OWNER AND/OR ENGINEER SHOULD URITIES APPEAR TO BE IN 1 INSTALLATION \\ �/ • 1♦ '`�:t,'// O '{.q q t 1t '�• i A CONFLICT WITH THE PROPOSED IMPROVEMENTS.R SHALL BE THE ., \ /� / �, %�� ���[�N,� 00f/ Q !,'q'D%�` • \' ��) `, RESPONSIBLR\'OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTLIl1E5 t0.ALL EXISTING MANHOLE AND CATCH BASH CARTES SHALL BE ADJUSTED TO // •1 / -Pi-'�' ' �CC�.o • III PIANS.CONFLICT WITH THE PROPOSED MPROVEMENTS SHOWN ON THE NEW FINISH GRADE ELEVATIONS. • • ' //�' �`-'Y�I�' , }yip O N.ttsJ III6II , 19.FROSTING PIPES WITWN CONSTRUCTION LIMITS ME TO BE CLEANED OUT TO • �F \ ,O• /@T��� )�/�w 1,to/'�' O $� ZG1 • Il ` 1. ME PIANS SHOW THE LOCATION OF ALL KNOWN llrllTES ROUTED WRHN REMOVE ALLSILT TWD DEBITS. . 1 y /✓4'►I-I� HE M s of CONSTRUCTIONAcc«ACCORDING TO NFORw o PROVIDED BY //�Ir''48 i I�.\ THE VARIOUS UTILITY COMPARES,PREVIOUS CONSTRUCTION RUNS AND AS p ALL STORM PIPE CONNECTINS AT STRUCTURES SHALL BE GROUTED TO \'I. 1114110\ 0 �i�i�� % ().41k.$ 1 Q • I \ ` E"'ENLED BY OBSERVATMXN OF ABOVE RrATE CONIXTIONS BY THE ASS1:10,..,E CGNECTpN AT STRUCTURE IS WATERTIGHT. 9URVEVOR.THE ACCURACY OF THIS INfORIMTION 15 NOT GUARANTEED. \\ \41t4 '��'%, . 1I.Q , • `\ \\ 1 21.ML SEWER LL HAVE IIIA N PAVER AREAS SHALL BE FLUSH WRIT 6. THE S.CONDUITS. TOR SHA.L CONTACT ALL UTLITY HE CONT TO LOCATE PAVEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. q LIMNS.CONDUITS.SERVICE LINES.ETC.WITHIN THE CONSTRUCTION CMTS. J /�4 , S * © • • `�`,�, THE LOCATION AND PROTECTION OF UTILITY srRUCTLNES.THEIR SUPPORT �� �' ♦ , 22 ALL STORM ANNER STRUCTURES N TO I RAVE A SMOOTH UW FORM POURED Q \\ • \ \ \ • AND MANTENANCE WRING CONSTRUCTION(IN COOPERATION WITH MORTAR CHANNEL FROM INVERT IN TO INVERT OR. 3 R �\ \\ APPLICABLE U1LfIY COWANI')IS TME EXPRESSED RESPONSIBILfiV OF TIEJb \%ewQ ' CONTRACTOR. 23.NEW PIPES AND STRUCTURES MTHN CONSTRUCTION LIMITS ARE TO BE Q 4.,. \ R CLEANED OUT TO REMOVE ALL SILT AND DEBRIS PRIOR TO FINAL TURNOVER g j _LN�` \`, \\. .),........,„ \ O 44#1 \ �`` , 6. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY TO THE OWNER ZN\" (� 11 ANY AND ALL FEEB ASSOCMTED WITH THE INSTALUTgN OF ALL UTILITIES. STORM MANHU.\�\• 1 �v */!/ ' , / ' l I I 2♦ALL HDPE PIPE SHALL BE DUAL WALLED.RANCOR HO ADS 1✓-12 PIPE OR MM-86292 ll• \\\ ` ' ,��,.Q © / ' / I� I 7. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH gppROyED EQUAL m NV=8788](51 RCP(.)) • Y.\ 7..... I/ / IO.S.HASTANLMRD 041,=RKERSAflfY.NV-8)BB)(51RCP(S)) ' �\ Q• , / 25.ALL FTTNGS AND ACCESSORESINCLUDING BUT NOTlMREO TO END CAPS. -`A. \ IIIIINInJ/NN1. ANY PART OF STORM SEWER TRENCHES RUNNNG UNDER OR WITHIN S OF CLEANOUTS,REDUCERS.ETC..SHALL BE OF HDPE MATERIAL COMPARABLE \\\1111YYY''' PAVEMENT TO BE BACKFILLED WITH GRANUM IMTERA. WITH STORAGE PEES. 1LSc97J' ',Ov `\ MM \' y /' Q , ``� ' // / ///�/ 9. RIS THE CONTRACTORS RESPONSIBILITY TO VERIFY LOCATKNL s E,AND 20.PROVIDE BACKFILL MTN A MINIMUM OF 1'BEDDING MATERWL OF 88 = �+�' i _ o! , / / ELEVATION OF EXISTING UTILITIES.STRUCTURES,PIPES.PAVEMENTS.ETC.AS AGGREGATE COMPACTED N8'LFTs To 85%MMINuM DRY DENSITY. -�. Q�,� .M � O-:0/ 4 1•� • , // RELATED TO THEIR WORK NOTIFY ENGINEER OF ANY CONFLICT gNp1pR - P SANITARY YAWOLF ► (//� • DISCREPANCIES CONSTRUCTION DOCUMENTS. P.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW .( �� RM-BBJ.BI N` \ \% /'`��\'�; 'Q ®'' , / / / STORM SEWER CONNECTION. 5 --OST6 OFNV-876.32(8"P=7) %h • -// s10.MAINTAIN 10 HORIZONTAL AND 18'VERTIAL CLEAAANCE BETWEEN STORM I 4• �. �NV-Bl6.IX8RMC(S)} / .�� SANITARY SEWER SYSTEMS AND DOMESTIC/FEE LNE SERVICE.SWRARY 28.ALL ONSITE STORM SYSTEM WILL BE PRIVATE. .A FFF• s\ I/��� ;/ ��/. •/� // �zwSEWER LNE N PROXMITY OF WATER UW:SHALL BE CEO WATER MAN GRADE � ]7L`•'M lJ�,`•' �IS I • / /� Q / / wc. O nll9tmWo\ '{f/l !'�l, �� •�` ! 1 CONTRACTOR TO.STALL CONCRETE CRADLES WEEN THE VERTICAL \ ��/� / ` ` 7', / // / ../ 1 SEPARATION(AS MEASURED FROM THE EXTEROR OF TEE PIPES)BETWEEN ///��-\� I� p ►� . / SANITARY SEWERS,WATER MANS AND STORM SEWERS IS 24.OR LESS. J 12.IF ANY EJOSTNG STRUCTURES TO REMAN ARE DAEAGED DIRNG \•‘11‘31' \' M�\A ��PA , // �/` /j/•'' CONSTRUCTKN,R SIVLL BE THE CONTMCTORB RE6PON5■LRY TO REPAIR M \ �'Ilk,/ / �!.> /, DRAINAGE PLAN LEGEND M \ / �'Cy//// UTILETIES LME TYPES y11 �- FRE DEPT HOOKUP COMMUNICATIONS JUNCTION BO% --- MGH10F WAY LINEc7."1:1:: [nuRH¢ MIFLM \ b M \•1.0■ \ �� /: DE TENDON POND 10 FRE HYDRANT © COMMUNICATIONS MANHOLE ... . __._. FENCE R aTR.NID1101M /(NI \ / ` O � /// IB POST NdcATOR VALVE COMMUNICATIONS PEDESTAL T T T \� N, O-�/�;.�`-O / � e WHIRLED WATER MANHIXE0 COMMUNICATIONS PoSER GUARD RAIL O /- _• / / ��L/ Q ALTER MANMOIE F TRAFFIC SIGNUL POLE ��---_I••• -FLOw BOUNDARY LINE M CO \ � // / ■ SPR NK ER CONRO BOXVAL P TRAFFICSGNA -cam p -HND%CHDNTOUR \\ / / NN SMIRKLER LONRROL VALVE •P STORMCLEANOUT5N W UNDERGROUND WS I -. SPRNKLER • BEEHIVE WIEi UHDERCRW4D GN5M V • .\\‘ // DRAM EASE10/1 PER RQT,EN spIOOT ■ cuRe.LET uMERGR01Jvo wATET+` / ' ♦ POND o wELL HEAD • FLOOR DRAM Kati1. 1 1 N.P.-8]9.00 a WATER METER • SQUARE NIST IROS ELECTRIC ELECTRIC t W vR.-883.6] € ,ed TOB.T8116.57 N WATER VALVE ■ SQUARE INLET IINQEPGPOUNDCOMLNCAIpNS { •.'q TOB VT& - w\ ® GAB METER • STORM MANHOLE AERIAL ATpNS i �M 111‘13 Z 7 /// /..,• \ • H GAS VALVE • DOWN SPOUT E• Fr..tt-.. UMIERGROIM FBER OPTIC pg \ / SANITARY 6EWEA CLEANOUT 6 NQ ELECTRIC MANHOLE AEI6%FBER OPTIC CANE SS� A n 1 M ` ® ELECTRIC DIrtIET ® LIFT STATION _-m. pyo_. OVEPIIFM IJRM V) D n • • 5TDR11 YANIIOE M -•/ /�/j ELECTRIC METER O SANITARY SEWER MANHOLE - u :.- FORCE IAN I. "I 4 • SAIRARV STUB MARKER HN uT RM-886.01 0 ELECTRICAL RISER .� v./ SANMR/SEWER LATERAL FK�-�� I{L Q NV-87266(5x-RCP(ND `` M !!!! 1Il+. 01, / �// / -...___ -___- v R 1� d • CARMEL REQUIREMENTS IREMENTS NV-877.660. M ` ■ TRANSFORMER OTHER YNT W SENE M N f a T/ GW ANCHOR s11•--� ROOF DRAM U] ; 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN UTE J CURS INLET x o-FLOWEMERDIRECTION SLOP �L/ m ELECTRIC JUNCTION BOX SUB SURFACE DEANE ' APPROVED STORM WATER MANAGEMENT PERMIT. ICA 835.62 \ a •FLOW MID SLOPE NV-822.6X5 RCP(II)) m GENERATOR STORM SERER MAN W ° {pR DECORATIVE SIGNS.SPRINKLER SYSTEMS.TREES,UNOSCAPING 1-4 11 STORM SEWER PIPE DATA TABLE UTILITY POLE W Qw MOUNDS,FENCES,LIGHT POLES OR OTHER SUCH AMENITIES ARE \ty� CUM NUT S NOT PERMITTED WITHIN THE RIGHT-OF-WAY. N 10152 l / END SECTION UPSTREAM DOWNSTREAM % UTILITY POLE M TRANSFORMER D' W �\ IIW77.8O( ''.-(w)) T / IM�31 STRUCTURE STRUCTURE SIZE MAiFAIAL LENGTH SLOPE B MONITORING WELL ABBREVIATIONS �I W H� 3. 'AFRO.T MNMUM ROOD PROTECTION GRADE M.F.P.G.OF ALL Il it e STRUCTURES FRONTNG A POND OR OPEN DITCH SHALL BE NO RNEvs77.80( •••'(E)) { A LIOUD PROPANE GAS TANK N2 44 ...MAN 2 FEET ABOVE ANY ADJACENT IODYRAR LOCAL OR t 2D2 2111 18� RCP 61 1.00X ORNAMENTAL LIGHT ROW RIGHT OF WAY /o�� 0 O E 5 REGIONAL FLOOD ELEVATIONS.WHICHEVER IS GREATER,FOR AL \ \ ' '' \ ESM EASEMENT , V 203 202 18• RCP 9T 1.DD�L STREET LIGHT D.BUE DRAINAGE AND UTILITY EASEMENT ZI WIDOWS,DOORS,RPE ENTRANCES.WINDOW WELLS,ANO ANI' FEE FINISH FLOOR ELEVATION rIP y Lp�I OTHER STRUCTURE MEMBER WHERE FL000 WATERS CMN ENTER A u • ''' ,�,�; .D PARKING LOT LlGlfi(1 HEAD) TOC TOP OFCORRUGATED CASTING W ' _ �� C / FC..I ♦ BUIIXNG. n 204 2D3 16� RETE 126 D.7$7S CMP CORRUGATED METAL PPE 1. O G Q At A t OCT REINFORCED CONCRETE PPE ' Know what's t'BIOw. R = 4. M.L LG.T LOWEST ADJACENT GRADE IS THE ELEVATION OF THE p \ 1 205 204 15' RCP 70' 0.75% PVC ParVIN I CHLORIDE RPE , \ Call 00dig. S.� R • 9 LOWEST GRADE ADJACENT TOASTRUGTURE WHEN THE SOL t1 MEETSTEEADE...TGE TTo A STHETUREWOF TIEVOP HIGH DEN CLAYPIPE C OUTSIDE \ \' 206 205 17 RCP 182 0.37% HDPE HIGH DENSITY POLYETHYLENE PIPE P1R'MRE Nt4' Cy 0 O 6 STRUCTURE.(INCLUDING STRUCTURAL MEMBERS SUCH AS \ DP DucTLE PION RPE S BI/w�0-JB2-5514 Q BASEMENT WALKOUT,PATIOS.DECKS.PORCHES,SUPPORT POST, l OR PIERS.AND RM CA THE WINDOW WELL SAM NARY MANHOLE \ , SSD SUB SURFACE DRAW PPE SCALE: 1- = 30' N u..•a•'4••FALL E -R RN-886.53 STM STORM , \ \ \ , SAN SANITARY I I InT.v.M( O=NAN PROJECT NO. CO STRUCTURE o t o 60 KMn RDai=mom a� -18.0330 CO CLEANOUT Io I 9 I 5 I 7 I • I 3 I 4 I 3 I 2 I 1 10 I 9 I B I ] I • s I I 5 I 2 I I 1 ///iii _�I . `1�- \� \� STORM SEWER PLAN STORM SEWER NOTES 8 w^ / /// / 7- ♦ l!.„y.r4 AND PROFILE LEGEND 1, THE CONTACTOR SHALL ADHERE TO KL TERMS MND CONDITIONS AS OUTLINED a Fm a.I$$$ // // / ♦�-♦• •�� .•..,1‘4\ \\q \\\\ �.." FUTILITIES ATE GENERAL N.P.D.E.S.PERMIT FOR 0 01 srT11oRIE.1EwPnrE�R DISCHARGE APPLICABLE 1RASSOCIATED WITH CONSTRUCTION ACTMTIES AND // / / ••.♦. ♦ • \ \\\ F,I _I ' S 3/ F DEPS RANT 2. REFERSTFO THE INDIANA DEPARTMENTATER POLLUTION TRANSPORTATION(INDOT)STANDARD < p°0 X m / // �/ /, `� \\\\+ 1 V ,•••111110" / POST INDICTOR VALVE _• • • ♦ �F' Iii r,\\ .SCALE: = 30' a • \\\\ 3♦ `� ♦ O S�J / •• • \/� � \\\\ < - / /e, • • • aG `_\ n \ \\\\ ■ TRANSFORMER <. THE PLANS SHON TIE LOCATION OF ALLKNOWN UTIIITES LOCATED WITHIN THE - \\\\ LIARS OF GOUTY COMPARES, ACCORDING TO IN CONSTRUCTION IO PROVIDED BY THE /. • J''c• •• ,o.:o \��`. . „.11: / GUY ANLIIOR VARIOUS UTILITY COMPARES,PRwIWSCONSTRUCTgN PLANS AND AS • ♦/ F ELECTRIC JUNCTION BOX EVIDENCED BY OBSERVATION OF ABOVE GROUND CONDRgNS BY THE j /// / / ,,,,,„,,,,,,,,,,.s,„.„ /,�\ . . , ,,,,,\,;.,_„,‘‘ \ \ \ �• UTILITY POLE SURVEYOR.THE ACCURACY OF THIS INFORMATDNIS NOT GUARANTEED. //J/ // Cf ��qAo ' / \ UTILITY POLE W/TRANSFORMER 5. THE CONTRACTOR SHALL CONTACT ALL IRILRV COMPANIES TO LOCATE MAINE, r T, RT o FF Q 15"' •''I I \ CONCURS.SERVILE LIES,ETC.WITHIN TCONSTRUCTION LIMITS.THE W 9 MONITORING WELL m A / / / / / F' G LOf TON AND PROTECTION OF UnLltt STRUCTURES.THEI0.SUPPORT ANDC�/// / 4 �'�,A' �� ., Illitr\rdill.... \\ •�\ \ n LIOUO PROPANE GAS TANKAWNTENANCE DURNG CONSTPUCnON(N COOPEMTION WRX APPLMABLEW e .sUTILITY COMPANY)IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR M C/ \♦. �.\ \\ L�$ t-( ORNAMENTAL LIGHT 1 1 V / + \\ 9= N STREET LOTS. THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY ^ WLU m/ . C AND KL FEES ASSOCMTED N1TH THE NSTKLATpN OF KL UTIRIES. F1/ �j /Y/. / ,, ../ ��' \ \� .�PARIUNG LOT IIGHTIt MEADI rT\ W "- e �// / II��-�,I� / , /\�� i♦'\ \ \ w PARMNGLOTLIGHT(2HEAD) T, ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH I 1 1 z U Q y•♦,� / TO.S.MA STANDARDS FOR WORKER SMEtt.SEE SHEET Cfi02 FOR BEDpNG ^ F-1SWI 51P/T2 •� \ V II COMMUNICATIONS JUNCTION BO% SECTION OETML FOR RCP. 0)0.�/ // // `� . ', i \/\^\ i \\ �- COMMUMCATIONS MANXOLE ( 1 m/�� � � ��S'" ��/ \�j' \ 0 COMMUNICATIONS PEDEBTK 6. PMP AVEME TT OBE TRENCHES RUNNING OR WITHN S'OF ` ZN'�/ TOFBBBI7 // �,� `_\ \ \\ PAVEMENTTO BE BACNFl1ED WITH GRANULAR MATERIAL. A/ ('Vl/ ` 111 \"' 11 ��`�' m COMMIC SIGN ONS RISER3�� (\ \v-J '. \�J �`\\ i F TRAFFIC SIGNAL POLES. RIS THE CONTRACTORSWSW.RELMES.STRU TO VERIFY LOCATION,SITE,AND ... Z (n'l �// .�/ .\\ �• /\� ,,`���� ` ` J \ �\ ELEVATION OF COSTING URLRIES.STRUCTURES.PIPES.PAVEMENTS,ETC.AS f-1 'p J-�_\\\ \ ✓ ♦ TRAFfO SIONK RELATED TO TIEIR WORT(.NOTIFY ENGNEER OF ANY CONFLICT AND/ORC r47 dik s� .`/, ♦.Ll �` `�� STORM CLEANOUT DISCREPANCIES M THE CONSTRUCTION DOCUMENTS. JW J T flif\ 4a`` , ' \•.��\"�� • BEEHNEINLET10.MMNTAN IO HORIZONTAL AND I9'VERTICAL CLEARANCE BETWEEN STORM/ I� �^ i �\\� '� ,� �B. , ` ■ CURB INLETSAMTARV SEWER SYSTEMS AND DOMESTLIFRE LINE SERNLE SANITARY `-�� 6'� SEWER LINE IN PROXM6TY OF WATER LNE SHALL BE 0900 WATER GWN GRADE ' , \/I .�yNv � f -•�\// • FLOOR DRAIN _/ ` / �N //���` � � 1 .0 f \� .. //// : �_ . SQUARE INLETwC. g'� / /I tn.. L\`�+\\\ \ \. '\ y--�__.. ® STORM MANHOLE11.CONTRACTOR TO INBTALL CONCRETE CRADLES WIZEN THE VERTICAL '(\ �� Y \\ SEPARATION(ASMEASU0.EDFROMTHEEMERIpiOF TXE PIPES)BETWEEN/ \ `� \. , I / __ R • ROUND INLE SANITAR SEWER3.WA ER MINS AND STORM SEWERS IS 18 OR LESS. g 3/ S , '��, ` ` / r" ,�.R� • DOWN SPOUT 12,IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING ; 9 iiiiii \ `1�'y/� SANITARY SEWER CLEANOUT CONSTRUCTION,R SHALL BE THE CONTRACTORS RESPONSIBILItt TO RERAN c \ \\, \ �� \\ ��`A\�, / "� I. ® LIFT STATION AND/OR REFUGE THE EXISTING STRUCTURE AS NECESSARY TO RETURN R TO g G O \ ,\\ \ I �•��� / EXISTING CONDITIONS OR BETTER XMB6SER n i1 `, ' -1 / / CURB N ® SANITARY SEWER MANHOLE } B / $ TC•885. 13.WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, �� ` / $ NV.]J SANITARY STUB MARKER PROVIDE ADEQUATE DEWATERING,DRAINAGE AND GROUND WATER \\ � l` 1•, ` \ _/ / ( �\ NV.: MANAGEMENT TO CONTROL MOISTURE OF SOILS. MR -- - / � \ \ 1. \ ` • ABBREVIATIONS tX.COMPACTED n'BORROw BACK FILL REQUIRED OVER ALL UTILITIES NPAVED c6 / AREAS. \\ ROW RIGHT OF WAY \ N\�� \`` 1 ]d FF 1Y IV.•0.7f -'�- EDP EASEMENT 15.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT \ / \ _ �, l / as. ' DdU.E. DRAINAGE AND UTILITY EASEMENT AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. �` \\ •'1'0'V / I .// / __7 f.t 4•I / FFE FINISH FLOOR ELEVATION \I TOG TOP OF CASTING T.COORDINATE LOCATIONS AND CONNECTORS OF BUILDING STORM LINES WITH e t t . // / SSS=S '� CMP CORRUGATED METAL PIPE PLUMBING DRAWINGS. Z'\_,,) v ////// RCP REINFORCED CONCRETE PPE • 4-, { �' \�; `,/ I� ,� �` /•ssf SI•- PVC PORIFIED CHLORIDE PIPE 17,FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO STORM SEWER \` /� �- S VCP VITRIFIED CLAY PPE NSTALUTON. \` . D HDPE HIGH DENSITY POLVETHPENE PPE _ .� �� DIP DUCTILE IRON PIPE 18.ALL EXISTING MANHOLE AND CATCH BASIN GRATES SHALL BE ADJUSTED TO NEW S NOTE: \ \ \ \ 1► / , THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS • SSD SUB SURFACE DRAIN PIPE FINISH GRADE ELEVATIONS. g STM STORM APPROVED BY THE CRY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PUNS. AF SAN SANITARY 19,EXISTING PIPES WITHIN CONSTRUCTION LIMITS ARE TO BE CLEANED OUT TO DEVIATORS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL \ \� \ i\� f 16 /j STIR STRUCTURE REMOVE ALL SILT AND DEBRIS. o CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE INPRIORUD FEUD \ \ \ - \ �\\^`•` �`__/ / f f S / CO CLEANOUT APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CRY OF CARMEL IN ADDITION , / `' , / s S 20.ALL STORM PIPE CONNECTIONS AT STRUCTURES SHALL BE GROUTED TO - - TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER.AN EXPLANATION OF ANY SUCX `\`� 16s / ASSURE CONNECTION AT STRUCTURE I3 WATERTIGHT. K DEVIATION SHALL BE INCLUDED ASA REQUIREMENT ON ABdUILTMECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES.APPROVED DESIGN SLOPES \ v` j �I1 :f f / 21.ALL STORM SEWER STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH g IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER(AT FULL FLOW CAPACITY)SHALL REQUITE AS-BUILT CERTIFICATION AT THE TIME OF / _ _ Sf PAVEMENT AND SHALL RAVE TRAFFIC BEARING RING AND COVERS. sa CONSTRUCTION,PRIOR TO RUCKFILLNG THE PIPE.THE CONTRACTOR IS INSTRUCTED TO J AS-BUILT EACH SECTION OF STORM PIPE AS R IS BEING INSTALLED TO ENSURE \ A. A+Y a•I^ Jillif/-� / - • . TART MAMI01 F 22.ALL STORM SEWER STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED COMPLIANCE WITH THE DESIGN PIANS AND AS APPROVED BY TIE CRY OF CARMEL L STORM ZOO CLEANEDORTAR LPTOLERO VE ALL TN AN DEBRIS PRIOR RR111RIIII1111/// 23.NEW PIPES AND STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ``�YY`•a`,NSCOTl �() CLEANED OLP TO REMOVE ALL 50.T AND DEBRIS PROR TO FINAL TURNOVER TO A. '� n THE OWNER y1PS. �279�P_ o 900 900 1A.ALL HDPE PIPE SHALL BE DUA WALLED.HANCOR HQ.ADS 412 PIPE OR APPROVED EQUAL. DP 25.ALL FITTINGS AND ACCESSORIES INCLUDING BUT NOT UMITED TO END CAPS. S {TR` CLEANOUTS,REDUCERS,ETC.,SHALL BE OF HOPE MATERIAL COMPARABLE WITH ♦-]/ANAL"'SN STORAGE PIPES. `Dv'/11111111111111W\I 26.PROVIDE BACKFILL WITH A MINIMUM OF A'BEDDING MATERIAL OF•B AGGREGATE T COMPACTED IN IF LIFTS TO 95%MAXIMUM DRY DENSITY. 27.VERIFY EXISTING STORM INVERT ELEVATIONS PRIOR TO STARTING NEW STORM _ _ ._ SEWER CONNECTION. 895 / 895 LINE TYPES YRIGHT OF WAY LINE REFER TO c - -FENCE SHEET C602 44,p T H T T T GUARD RML H•PERFORATED A'PERFORATED FORBACKFILL A'PERFORATED RA - - g x 7,1 - - - BOUNDARY LINE 0 SUBSURFACE DRANO SUBSURFACE DINS \ SUB-SURFACE DRAINS 18'BELOW GRADE 16'BELOW GRADE 16'BELOW GRADE '!.. -)... ...-♦..._FLOW LINE V ww'w A0 - - ----vb INDEX CONTOUR 7 Ni I - 501 INTERMEDIATE CONTOUR 890 8 , 542,,E \ R pa 89O --_...__ -.. UNDERGROUND OAS F t �Yj Oy X y4 UNDERGROUND WATER 1pq .'PERFOTMITFD _ Ile t'I A 0 \ Din ^� SUBSURFACE DRAINS .F S n 2 S ID BELOW GRADE .i•• ��x E F '� -E - UNDERGROUND ELECTRO �' g to T - UNDERGROUND COMMUNICATIONS ES .. - F _. AERIAL COMMUNICATIONS : .. • UNDERGROUND FIBER OPTIC W A . ., ■ \ V, w.s, - AERIAL FIBER OPTIC CABLE ti £ 885 .- .•,a 885 OVERHEAD EW UTILITY is 4 • FORCE MAIN 0 2 e T \ SANITARY SEWER MAIN Aa E. E �_ `�� STN so, ROOF DRAIN W Pz S TBT a IY RCP 9 RR; SUB SURFACE DRAIN I�.,�I •Tt i IT _` \ STORM SEWER MAIN a W % -PROVIDE CONCRETE CRADLE x a •I5'SCR•a]$ �"'t , \ W � 880 O Ii ^a Ix a Ic ROT•a]s9 -_ 880 W v pa R -- LEGEND .-1 W R.. i _ si k i . . HYDRAULIC GRADE UNE(TYP.) 8 R Br a IB'RCP 0*AT \ W ° t' A Y 1! i§ - 61•a ie. o' - - EXIsnNG GRADE O w e n 15 al • ^ \ 3 FINISHED GRADE ¢ O 6 L Itt " SEE 6HEET L802KFOR �00J L..1 1212 • DETAIL RLP a 0 -- { HYDRAULIC GRADE UNE 0 S C/} F s 875 875 Know what's below. R mCall before you dig, SHEETS -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 Within OPB NB 6 3_11I _ C601 811 or 800-582-5544 PER ilg.Sig MN C 11-1-26 114 HORIZONTAL SCALE 1--30" .1Drr un IME'RC'11001'�"� PROJECT No. 86 VERTICAL SCALE: ]"=3' COZ/O W18.0330 1D I 9 I 8 I ] I 6 I 8 I A I 5 I 2 I 1 I0 I 5 S L • I 5 s I 2 I 1 UNCUT JOINT ALLBEDDING AI TO 12"BACKFILLSHALLBE SAWICAL) INSTALLED IINC'LL tY BALANCED LIFTS A LUN.A- MIEN(DIA•F-)MANHOLE ER F) (TYPN",AL) RYPN'JLL) THE INSTAR SHALL 0E PROVIDED ON EACH SIDE OF GASSIER"MN 5'11)1 M�4.D Bc MIN.B'TOPSOIL TO THE INSTALLED PIPE LE35 TW W 6'Q) LTi 1Yu Bc.lY(MN.) ENSURE GRASS PIPE SIZE PIPES ENTERING/ RPES ENTERNGI WTO O a, GROVRHFNOT (MA L7 LEAVING AT LEAVING AT BO OEOREES _ b ON Z MIN.6-TOPSOIL UNDER PAVEMENT. Dd5 DEGREES 45-00 DEGREES 6C -\ �./ Y� TO ENSURE GRASS 11.31' 4B' 48' WA �/.• 7 GREATER THAN 5.(1) GROWTH IF NOT 1 ,•1 / ON NESS THAN SQ) UNDER PAVEMENT A4• 48' SP WA 1R /'• \ • M .. './ . .S k zrw ea INT WA ` 1 4 a AC. J. "' - PAVEMENT.CURD. - er3r ea TT WA EDGE OFM b m O .-00•Q GUTTER OR 4r TT LARM' WA - O". •-O•S EDGE OF PAVEMENT.• SSTRIKNRE. Y' N' 9r' IIIA IP CONCRETE - Inn7 F m11�E yTI - O •O b O y STRUCTURE GUTTER OR � 11)REGUTAR . , (3)'0'BORROW OR SE WA WA SC , - a ..,yyA � •- a U e•' i0N,., IN THE PUBLIC RK.IfT•OFWAT1111=gg BA EOU in VCAT WA WA WV LA 5250 ORMAAAR CNFILL TO%%RROW OR STCOMP STANDARD or R N/A W W_ ELOPE El S2RO - ' MAN 1-NOS MS C C m nr 00 Z • WIEfRML C OUTSIDE DIAMETER PROCTOR DENSITY. NEENAH R-3405 OR EOM Any"- n O n j COMPACTED TO APR fArr-� . .• O e L (l)REGUTAR BACKFILL STANDARD p=INSIDE DIAMETER `i14 OUELTLAL O p, N. -0 -I PROCTOR DENSITY T FllE511 GRADE OR PAVEMENT y h /jM.\ - HDEETHOFDEDDING CA • SING FRAME lCOJ9A AS SPECIFIED -/ - \ ' -y Q MATERA BELOW PPE `- t5 Be r.l e••PRIM ANI ETIN a ASPHALTIC MASTIC OR BUM. •/ ••. /. I • b DO=USDA O=DEPTH�INB�iI�M� DIT �• ICL_ZJl ■N RUBBER SEX BETWEEN JOINTS. . 6 • . MATERIAL BELOW PIPE -Y AII�EDDNC a INITIFL BACKFILL NiX,.1 CnT4:_= I 11 SHAG BE INSTALLED IN 5.TO !' -.1 '� �F / IY BALANCED LIFTS.A MN.OF S'BORROW OR EOM,. Tom- - _ T4 TS Sd rte, 9.CLEARANCE SHALL BE PRECAS{GONG W C {� PROVIDED LE EACH SIDE OF GRANULAR RD o MATERIAL llk ADJUSTER RINGS,F a ��// -C IN CRUSHED STONE OR -p - THE MSTALJFD PIPE PROCTOR DENSITY. NEEDED(13 MAX.) . STANDARD PRECAST 'DUMP NO WASTE TO WATERWAY' b 5 WATERWAYNAI .. �, BEDDING MATERIAL ATERI LHAS51i-- CONE NR OLE CA PORECCENTRIC A 0. A "LUMP NO WASTE MAINS TAMPED OR WALLAED TO T.O.C.ELEVATION NEENAHRJ405 TO EE WH R-J105 x U e TYPICAL BEDDING SECTION-RCP PIPE D rt (UP TO z4"PIPE.) E } iiir f 5250 D.E ELEVATION 5250 PLACE b ` FULL HEIGHT MANHOLE 2. OR EQUAL PAVEMENT L �`J DR EQUAL PANEMEM u LII L 0. (MIO SCALE') siii ANEPIA AS REQUIRED. E� TYPICAL BEDDING SECTION-PVC&HDPE �t= 2 REBARC �� Ir T1,1 ' 2 li RLP.) L NOTES: !�1 Z U (NO SCALE) CONCRETE REDUCER CAP ZH3ALt r6 WALL I m O) NOTE SBA TTL • Milli T F CONCRETE PRECAST CR PCLIRFD N I••-I C Cl. r 10 I • MANHOLE CONFORMS TO ASTM FIIWAL'�•)k MP") >5D`N SLIT' OR BLOCK WILL BE L, g k 1. x RETw To BmoC IILTrA 1...,,RELILII:71 V C • PREFORMED HOLE TO IMI ALLOWED IN MANHOLE if I'MP") I.B CONCRETE PRECAST OR POURED IN PLACE. R s.Wa DIPS.7.0::.: C �j (/J Ip O�\\\ - MAWOSHOO OF 0UHYLE • OWNG GASNET LOUROTC IS'MIORr Y1LL/JY LOAD F-N J ✓/////. - WITH NONSHRINK AMBTIC DR BUTYL R000ER SEAL 2.REFER TO BEDDING DETAA.AS REOVIRED Ep/KLTNN6 C O//Q//O/ - /�//�\i/�/\�/\�W'• CEMENT GROUT �� • BETWEEN MANHOLE JOINTS W _ \\/\/ /\/\\\/\\/\\i\\ • 3.VAR.PPE SIZE �� DOWER NBKCR0145 /\\/ - \ /\\/\\/\\/\/\\/ l BENCHwAt15 AT MMMM)"PERFOOT 24'MAX STRAIGHT CONNECTIONS IS'SHAT RYLL/1S'IOIG /// /1040//4.// / SLOPE BENCHWALLS TO BE 15'MAX SXEWICORNER CONNECTIONS'-�' "•'�•� 114 'G{,-3::. )////\\//\\//\\//O//\\/ 3•YN. I-,1 CONBTRUCTED TO SPRNGUNE OF PPE. • _ //\\/•i. //%/\//\\//\\//\\,/\\ 6'iPr N'DY INVERT ELEVATION _ '.IM CUSS'A'CONCRETE - CLASS'A'CONCRETE \\\\ i � --•� -' PAZ SET W 6'BAY Of -••••�•••"•� /\\//\•\�`/�•<V..sse!i/.\';'%. // 8'b>4C. I4 -� �E 31..N ..JiK S'+. '4.,:'�-INLET SET ON B"BASE OF .. •: .• ". 15 STOIC OR f3 STONE o gym'--��- \///\e' */\I\//\/// - - I BASE SHALL BE POURED IN WB BTONE OR R2 STONE R I a3 D r- /i/i\!'G�/\\i/�i/ BSE DATONe PIACEORPRECASTeoH SECTIONA-A SECTION $8. E5 AA �"'®"-" \\\//\\/����\i/\//v�y OP RS 0R12 SNAIL NAVE N BARS-12' tL3 X "5 g \\\�\\/\\/\\/\ STONE O.C.BONN WAYS. I.STRAIGM-DUI CONNECTIONS SHOULD NOT BE WOE TO EITHER PRECAST BOX OR INLET WAIL TOUCHED N 6" LLL"' I Cs, 1.STRAIGHT-OUT CONNECTIONS SHOULD NOT BE MADE TO EITHER PRECAST BOX OR INLET WALL TOUCHED BY A A SKEW/CORER CONNECTION UNLESS SLTTCIEM BOx INET WALL AREA RAISINS ON EACH SDE OF WE c t g SREWICORNER CONNECTION UNLESS SUFFICIENT BOX INLET WALL AREA REMAINS ON EACH SIDE OF THE CONNECTING PIPE TO ENSURE STRUCTURAL IMEGRRY OF THE PRECAST BOX. NOTE 3.A WNIVIN OF 150(2)SKEW/CORNER CONNECTIONS MIL BE ALLOWED EDIT EACH PRECAST BOX NLET. CONNECTING PIPE TO ENSURE STRUCTURAL INTEGRITY OF THE PRECAST BOX. MANHOLE STEPS SHALL BE POLYPROPYLENE,POLYPROPYLENE COATED STEEL 3.REFER TO PRECAST CONCRETE ADJUSTING RING DETAIL AS REQUIRED REINFORCING OR AN APPROVED EREQUIR REQUIREMENTS 40114[MATERIAL.THE COPOLYMER 2.REFER TOUM OF TWO(2)NCRETE RIMER CONNECTIONS WILL BE ALLOWED FOR EACH PRECAST BOX INLET. A POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM 13-1101 REINFORCED WITH 3.REFER PRECAST CONCRETE ADJUSTING TING DETAIL AS REQUIRED DEFORMED r MIN.DIAMETER REINFORCED STEEL CONFORMING TO THE REQUIREMENTS OF S VEGETATED FILTER STRIP WITH LEVEL SPREADER As uAsu.cRADEeO.NO ED CAST IRON SEPSARENOT ACCEPTABLE. PAVED AREA INLET TYPE"E" o s STANDARD STORM MANHOLE PAVED AREA INLET TYPE"J" /„D S� IrD 8CI1LE) NO SCALE) PD SC.LK REQUIREMENTS FOR ALL STORM SEWER BENCHWALLS SPECIFICATIONS FOR AU.STORM SEWER CASTINGS ° • BENCH WALLS SHALL BE SHAPED ANO FORCED FOR A CLEAN TRANSITION WITH PROPER HYDRAULICS TO ALLOW THE SMOOTH CONVEYANCE ALL STORM WATER INLETS AND CATCH BASINS SHALL HAVE THE WORDS OF FLOWS THROUGH THE MANHOLE OR BOX INLET.THE BENCH WALL SHALL FORMA DEFINED CHARNEL.TOA MINIMUM HEIGHT OF NO DUMPING.DRAINS TO STREAM-.OR SIMILARLY APPROVED MESSAGE. p SO-PERCENT OF THE INSIDE DIAMETER OF THE INLET AND OUTLET PIPES TO FORM A'L SHAPED CHANNEL.CONSTRUCTED ATA MINIMUM CAST IN RAISED OR RECESSED LETTERS ATA MINIMUM OF r N HEIGHT. Pl Y.INCH PER FOOT SLOPE TO THE MANHOLE WALL. N ADDITION.A SYMBOL OFA FISH SHALL ALSO BE CAST WWI THE E ERS. WHERE A FLOW E EXCEP IS CONSTRUCTEDWAS AN OF INTEGRAL PART N THE PMAY BE BASE.R WALL HBE SHAPED MID FORMED T DESCRIBED F ABOVE.EWA LTE EXCEPTION THATOGRAERBOTTOM11THE FLOW CHANNEL MAV BE FORMED FROM THE BOTTOM OF INLET AND OUTLET PIPES F THE PIPE WALL THICKNESS N NOT GREATER THAN ONE(1)NCH FOR CAST4N-PSACE FLOW CHANNELS,THE BOTTOM INVERT OF ALL PIPES ENTERING A MANHOLE WALL BE AT LEAST THREE(3)INCHES ABOVE C OF TIE TOP Of THE BASE SLAB TO THE OUTLET INVERT SO THE FNIBEIED SEWER CHANNEL MAY BE INSTALLED AND SHAPED. 0 C - FOR NEWMAIOLEOBTO OXINLETSTSTORM UCTUEEVIER STRUCTURES,FLOW CIMNNELBSHLLBESMMED.ASSPECFIEONEREN.ASIFRV/EREA OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR NEW MANHOLE OR BOX INLET STRUCTURE. O sN UNDERWATER DISCHARGE NOT ALLOWED ANCHOR ,WILBMIIIIIIIII„ ,A c RYDDODENDED S MULCH OR JO `y.t f O- i\1. . a • 56613 A 8150 BLANKET AS SPECIFIED FOR CONCRETE END SECTIONS ~ 4<,...,,_ - 9AFLTY LEDGE .�'iB' STANDARD NOTE: •TI Ag s " SIDE PROFILE = DF/ `.7 TOP VIEW - MLL! :.SARA rWY- ,gN•Jb}.a N*DNTS RE LAOSt Planf t system tt,O. _1 SODDED AREA spertficat,or notes. I. LIIF4,bninon PI TNC.rr1E 63'R 15:-N`. 0' 4.0 Y vary front 90 180 or ICEOSB-HATCHED) r-- �- nn1 Sleeea Rosy:55R,.A0', ORM angles to meet STM Conditions. ���I�i - OWDeNsAzay::3W gal I3nE Manhole Frame and 32" Rim eleVd[IOns to match finished �I��i- END SECTION -.T I a Cover by MaSufacWrer, grade. HDPE risers can be field , .--' '. >AM ,,.�.,��. (See Details) [813 mm]OD cut by Contractor. =132111 - T •.-• - STEEL ALL THREAD W :I:..... i�1•' i. ..-.A..� NORMAL POOL ..r.aW.4• SLR .` Y o NAv�r•�,•r�N y Y 1'LONG Mag "�Wr w'ay.�"m.o. Grade(Rim) 1 ^ -2. E ••- --� To"41 N.DIAMETER A •�`• ..y. �1 I , ; JET OPTIONS FOR END SECTIONS. L A.TN AL"•A L •"� L -METAL,REQUIRES TOE PLATE �:1=+ W U ' I - Vanes -PRECAST'SHOWN CONCRETE SECTION 1/7/11.1. " RiserCONCRLTE 3LOPSWALL SEE ANCXOR DETAIL WASHERS T MINN L,�/t_y I ? -CONCRETE HEADWALL N.nn ..s .ns ////G ///-//// - KLUB* U 1. J/ SLOP 93" Reinforced Top . � 0=I=I I -A- //NIA �. �. y�• ,�i�J END PROFILE [2362 mm] E / RODDED AREA . 4P•. • ][ CROHS_NATCN ID 6 II.611• E 6:;6•\t♦ ,,,:.,Vy 080 3/4,. •:ilk:'•i!s ... 6:irty+ '- i - y 6•.41.ii IPS:. / [02051 mm] Octagonal Base Pate • . ., t./r.N J i RIP-RAP IN •{..•I: .. ./.4 Swirl Inlet Swirl Outlet "� A N A ,vq (' A `N) I 11101 Reinforced Top I i ° .RENO MATTRESS •- N • iv :acIP il�:.�y,: �f;; • L \` i SITE �(-1'=• --. • - :x.14 ' 1J t` EL .J� ,Ys l STEEL _ 104" ! /- NUTS \6:1! !"' +S Y ,i i BOLTHOOKS Arch) [2642 mm] /� t 1 r LONG I L $ rn rA 13 a [ sal0e / 42" TOP VIEW ; �X I H T 93" Jr 1067 mm 2362 mm [ ] Vent Arced IH } �,I 68" Baffles II ': w F. d [1727 mm] , •I II • X •WIDTH OF END SECTION W N r 0'� • �111II;II CI - Shield(/ ,,,II LAKE OUTLET DETAIL o by Pipe coupling PhDlle(BBB)3++-9D,.9 ;Craver Backfill VIII II FOR LAKE CROSS-SECTION OPTION 1 ALLTNREAD SPACING TO BE TWO PER FOOT (jy (WJ H - • WWW.aguashlddlnC.ODm EX:12"END SECTION E ALLTNRCADCC by Contractor. by Contractor. �� �' �'�I 11'• - E{"END SECTION -4 ALLTNREAD 4.1 INE W § 12•[305 mm] iWilli A 12"[305 mm] cm �. oI II:��I (DRAWING NOT TO BCALEI MDRAWING NOT TO SCALER O f h fr Manufacturer. long by 7 17RT ITi".3.!:LM/i�.�_ii.11il HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE •o >C o . D S by Manufacturer. • by Manufacturer. 12" ,i:•P••Bedding r r;P.r r rll= U F Y ��M �� [305 mm] I:e_��I-:. - .9 I I••WN {I{I-1I um., I JAN 2000 REVISED, I JAN 2000 0 = e o e 14" I_ 14" 11. 11:�11�11: 11`Il ll:'11 11: 11=11-Ir i, • STANDARD PLAN STANDARD PLAN • F" e a [356 mm]OD Plan View 1- I [356 mm]OD II=II - X11=11.=11=1 G A F ° d-Il=Undlstur•-r Oil==I=11=11= APPROVED I� ((�A APPROVED '(JAMo� SHEET,p B �II-II II II II=II KENTON .WARD.HAMM N COUNTY SURVEYOR DATE D-S7 KENT .- C WARD. AMILTON COUNTY SURVEYOR DATE 0-5 s '- P P I< Section A-A .8,l=if-N=lr 8�:n1:�I 11°:11�I1L�r,- C602 IDu.WAs6sro '.1 z AquaShlel 1.A A "° 2,.13Sole,Oat.Fir.552H PW NR Aqua-Swirl Concentrator Model AS-6 Off-Line Horseshoe Standard Detail 20 I PROJECT N0 gra W18.0330 10 I 9 B I 7 I 0 5 I • 3 'U i e 1 J I 8 S I a I S I 2 I t 0 o OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR N o 2 I i . T.LNS 3M• WS.to AIRING V ASIING PRAYt AND COYER AS BPECIFItD p a C OW r DWI I"'raem•m MWprtO m p Nests 0 A]r ,OM CC .-‘92......s., NON-A9 PHA LTIC MASTIC e 111111* OR BUTYL RUBBER %p SEAL BETWEEN JOINTS. bR p M V /.13. 0 O Q.• O PRECA9i CONCRETE ADJUSTER gag,WAIL 2 - .O Q•ai, ` all NEEDED 112 INCHES OP RINC9 YA%IY UY,. p.i V V O o, IA •INN."a•rT.rts 2-82•2 t( • Q Q N Q� �b'Q ISTORMI❑`:\ Se DIAMETER U p u V N n 3 ❑❑❑❑Q Q I, ECCENTRIC CONE OR REDUCER 'Z C s: oae O pa0 1\it 11 1E CAP A3 REQUIRED BY SITE �I QQQQQQ O°pL �I\`R Q� �Q -, r CONDITIONS.CONE TOP TO O G.- rO +lLl fl �yy MATCH ADJUSTING RING PROFILE. YIIL 3 •n%of < INV.N79.N1 — t`Q Q Q Q Q ; /\ — ��, XL..3 to su.ax v Ln FULL HEIGHT YANNOL 18'RCP 18'RCP STEPS AS SPECIFIED. A 6..MINIMUM WEIRFEIGHT•sNt0.17 +aa w w NOTE' c MANHOLE CONFORMS �y m TO A9TY ITB C = c a a ! ifl•a�1 —1I 2 W U b3 I O-RING GASKET NON- F t� W Yz[� _ ASPHALTIC MASTIE OR F—"1 W -,C rtAt � 9 rT 3.(720.2 BUTYL RUBBER SEAL a8"DIA YETEA PRECA9i �) ` - J _ I AT JOINTS. CONCRETE SECTION /I�MIY _ IrIr Q r A-_�/�/ : : I x�,r�x 660.3 z c mo, V I.[�3 -I I- L-� �1 _1 v s soweNNs.ac r PREFORMED HOLE TO MAXIMUM y P PIPE 0.0.•8"WITH 3 C „ ANCHOR HOLE DETAIL BENCH WALLS AT WHIRL/II NON-SHRINK CEMENT GROUT. NUM [n LO (Yu•rxr TT- /r'•PER FOOT SLOPE.BENCH Z 'O J 21 IMANNO LOS WALLS TO BE CONSTRUCTED C 7 S LI TO SPRING LINE OF PIPE W DIVERSION STRUCTURE DETAIL Wore r STRUCTURES ARE TO BE ---- (NO SCALE) j i•ve[uy[ GROUTED FULLY.TROWELED Ir�3 x vzn2•�R SMOOTH AND BRUSH FINISHED. `1 REINFORCED BAR ilz na.M 10 VT Lust - pRECA9T BASE O APPROVED A LTERN TIS'E a yv: S"OR 8'PER SECTION %/f32 MINIMUM igatFy&AE xN• t TCHADJ B2 SETOE 211 a 1 -; R t_ PIC(N0. MINI. NEENAH 1642 or 1772wows STANDARD MANHOLE EAST JORDAN 1045 or 1022 .�..�• w"'""'"" FOR PIPE SIZES 12" THRU 24" s; •Or approved by Hamilton County • 011ie* [DRAWING NOT TO SCALE! (DRAWING NOT TO WALE/HAMILTON COUNTY SURVEYOR'S OFFICE va MANHOLE OLID bFD CASTING REVISED: plzblzood HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: I FEB ROOK // STANDARD PLAN STANDARD PLAN APPROVED 'ef�J 25�o' d�MF//G�� ,/ o KENTON .WARD. MILTON COUNTY SURVEYOR DATE CT-1 APPROVED, •` ` KENTON C.WAR AYILTON COUNT SURVEYOR ,A •D-20 S OFFICE OF THE HAMILTON COUNTY SURVEYOR OFFICE OF THE HAMILTON COUNTY SURVEYOR E is :/16. g C — 1 00000❑❑ ❑00000❑ d1111111InJ NO moo f o �' ❑O s�Nscorr 4. p Q +:p-- 'P �9rv.I, 23 721,66.63 0000000 ❑7❑❑❑❑❑ ,-....e,.:-• ,, ,s- .4,,,,....,r OOt , S tJNx' NAL "\"` IIIIIIIIIIIlIIIII W`m"' ` _.,0 ,ottiolisito0 Illll11lliIIHIJI r�3,_9 1 N 1 i n[w3 — � �I I Illlll IIIIIIIIII ��` k s As MOM. s _ hLea � 1 § l • Ill 1=���- • �' T rA \_, R rL—�l�l � l " 00 g s- nom...•._ — — 323..322.(6I....1126..3—, e NOTE,ILL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] Ar a MEETS PASHTO M-388 PROOF LOM-AS.CL MENTS. NOTEV ALL DIMENSIONS SHOWN ARE IN ENGLISH Alm[ME TRICI a C n NEENAH 3501-TL or TR MATEAIMILe CAST GRAY INNS ASTM A-.e.CLASS]SB NEENAH 3405 MATERIA.•CAST GRAY IRON ASTM A-48.CLASS ae h•V FINISH!NO PAINT FINIS%NO PAINT L EAST JORDAN 7495-M2 or N1 WEIGIL FRAME 211•1GHATE Ms EAST JORDAN 5250 WEIGHT:FRAME❑"GRATE Ib• l^ ' i •Or approved by Hamilton County Snrvyor'a Office (DRAWING NOT TO SCALD, •Or approved by Yam11to0 County Surveyor's Ottle. (DRAWING NOT TO SCALP H 8 C4 Ili W - s HAMILTON COUNTY SURVEYOR'S OFFICE HAMILTON COUNTY SURVEYOR'S OFFICE '— cc CURB INLET CASTING REVISO: ]vio,zoa ( w P4 PARKIN LOT INLET CASTING RE.Iwu tl.tu� — �J STANDARD PLAN STANDARD PLAN 44 o w w WSW APPROVED `7 14FAE APPROVED' 14FARoS' Nem C.WIRDIRD. AYILTON COUNTY SURVEYOR DATE CT-8 EBNTo C. RD.HIYILTON COUNTY SURVEYOR DATE CT-6 O 2 Ell 1 'g X W i W s . O gvv) I 1 8 SHEET NO. _1_ C603 PROJECT NO. W18.0330 10 I 9 I 8 I 2 2 4 I 3 I 2 I 1 10 I 9 I s L ) I 6 I 5 I • I 3 I 2 I 1 UTILITY PLAN NOTES GENERAL UTILITY NOTES SANITARY SEWER NOTES 1. THE CONTRACTOR SHALL CONTACTMax',ABLE STATE UNDERGROUND ON Z ..% \ LOCATION SERVICE AT LEAST)2 HOURS PRIOR TO ANY WORK AND SHALL 8•O ®CONNECT PROPOSED 8'SANITARY SEWER LATERAL TO EXISTING CONTACT THE OWNER AND/OR ENGINEER SHOULD UTILITIES APPEAR TO BE N C O ^` \ SANITARY SEWER MANHOLE,CORE DRIS MANHOLE THROUGH CONFLICT WITH THE PROPOSED IMPROVEMENTS.R SHALL BE THE • E < /,,i \ • BENCH TO CREATE LATERAL BENCH FLOW LINE 0.E WHICH CONFLICT OF THE CONTRACTOR TO IMPROVEMENTS ALL EXISTING UTILITIES y " ' \ • WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. \ ®EXISTMG B"SANRMY SEWER. G \ 2. THE PLANS SHOW THE LOCATION OF ALL KNOWN UTILITIES LOCATED WITHIN THE O 4 '0 O 55 ®PROPOSED SANITARY LATERAL CLEANOUT TYPE I(IN LANDSCAPE LIMITS OF CONSTRUCTION ACCORDING TO NFORMATKXI PROVIDED BY THE C �. IC 0 _ \ AREAS WRHIN 3 OF BUILdNG).REFER TO DETAIL ON SHEET 0801. VARIOUS UTILITY COMPANIES,PREVIOUS CONSTRUCTION PLANS AND AS Mk PONDEVIDENCED BY OBSERVATION OF ABOVE GROUND CONDITIONS BY THE V / N.P. 883.00 ®PROPOSED SANITARY LATERAL CLEANOUT TYPE 3(IN NON-PAVED SURVEYOR.THE ACCURACY OF THIS INFORMATION I5 NOT GUARANTEED. Z O 3 /\ MEAS ONLY}REFER TO DETAIL ON SHEET 0801. \ �. \ \ 1 T B=887.13 ]. THE CONTRACTOR SHALL CONTACT ALL IITILITV COMPANIES TO LOCATE MAINS, N-.Y _Y ro Z T.O.B.=687.13 CONDUITS,SERVICE LUES,ETC.WITHIN THE CONSTRUCTION LIMITS.THE / \ - // \0 \ • ®PROVIDE 18'MINIMUMVERTICALSEW fl FARSMID BETWEENO.�t- SANAARYAYATERATORMSEWERPIPESANDALL OTHER PIPES. LOCATION AND PROTECTION OF UTILITY STRUCTURES.THEIR SUPPORT MID p 0 M .-o.. H / \ \)I / '/ N • INSTALL CONCRETE CRADLE IF CLEARANCE IS LESS THAN 1B" MAINTENANCE WRING CONSTRUCTION(IN COOPERATION WTM APPL/CABLE - '= M • \• UTILITY COMPANY)IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. / \ / ®WITH MEP''SANITARY TO BUILDING.COORDNATE CONNECTION / /' 4. THE CONTRACTOR SQUALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY _/\\ • ANO ALL FEES ASS s.AF EW0F.TME INSTALLATION OF ALL UTILITIES. \ / �7� // \ \ WATER SERVICE NOTES: S ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH \ / • \ / S' `�:;♦ \ O.S.HA STANDARDS FOR WORKER S.AFEIY. - \ \ �r�\ ©j W TER MOW.WE CONNECT B"WATER SERVICE UNE TO EXISTING W V] \ �}�'M (\\/ ATER INN.WET TAP REWIRED PER CARMEL lJfIIITY STANDMOS. g ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR m \� /_L}�d i/ \ ` \\ WITHIN S OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERLLL. �y mm CD3 • . TARY ILIIINOIF / v�y•r TI ®COORDINATE CONNECTXNI OF 1 DOMESTIC SERVICE UNE AND r ITI C j t BIM=887 71 �" �� / e ,� \ FIRE SERVICE LINE WITH PLUMBING DRAWINGS. T. RIS TE CONTRACTORS RESPONS■UT/TO VERIFY LOCATION.SCE,AND 1i�� re l NV-a 94(8'P N \ �/ Y \ ELEVATION OF EXISTING UTILITIES.STRUCTURES.PIPES.PAVEMENTS.ETC.AS F+i d TV � p' / q• r\ ©COORDINATE CONNECTNw OF Dd.IESnC METER LOCATION WffH RELATED TO THEN WORK NOTIFY ENGINEER OF ANY CONFLICT AND/OR �� NVC7d. 6T-X / '�`✓d'M p. \ \ LOCAL SERVILE PROWDER.111lC WATER METER SET WI BACKFLOW DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS. W '1 // j ` ✓y \ \ \ \ PREVENTION ASIDE THE BUILDING ANTILPATEDI. V A 111V. S•P A S g. MAINTAIN 10 HORIZONTAL MO 1g'VERnCAL CLEMANLE BETWEEN STORM/ Q \ M V ©4 EXISTING FIRE HYDRANT. SANTTMY SEWER SYSTEMS AND DOMESTICAIRE LINE SERVICE.SANITARY CD N / j MI / , \ • •• SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE 0900 WATER MAIN GRADE Hy C CL < PROPOSED FIRE HYDRANT ASSEMBLY.REFER TO DETAIL ON SHEET AVC. l0 STORM NUT •/ , �1 ` IIk CTO m q• PE TONV-884.52oncP00) \ . SERAONIS EASUED )+ • Illt EXTENTS. ® SANRMY SEWERS.WATER MAINS AND STORM SEWERS IS 1B"OR 1E53. ■■■ zOVED IF ®PROPOSED FIRE DEPARTMENT CONNELTKIN 5"STORZ.a 2 10.IF ANY EXISTNG STRUCTURES TO REMAIN ARE DAMAGED DURING MI W 020320 TE WATER. PROPOSED 6"PVC FIRE SERVICE LINE CONSTRUCTION.R SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR N8B4.14(12VEP(ED • 7 INTO STORM AND/OR REFUGE THE OR BETTER.STRUCTURE AS NECESSARY TO RETURN R TO Nv•884.14(12'RCP(II)) / , /�,, ' `•�•• \ SYSTEM DRAINING ®PROPOSED 14'DOMESTIC SERVICE LINE FASTING CONDITIONS OR BETTER. SERPT. g�FAW"43 / / • \ OFF-SITE WATER.NO PIPES ®j PROPOSED I;'VALVE tt WHEN PERFORMING EXCAVATIONS DURING PERIODS OF WET WEATHER, sTPRA1yAOfE /� PER .'IRXId-IN]3 . \ / \t64S. � • Ewv- na BTO RUN UII.DIIJDERPROPOSED - PROVIDE ADEQUATE DEWATERING.DRANAGE AND GROUND WATER �iR' N•• IMRAGEMENT TO CONTROL MdSTURE OF SOILS.G. ssNV=8B190(12'RGP(E)) \\ / I . \\• •• e INV=87950(54'RCP(5)) \\ FEB'RI kT.10. 0156310 \ / / , •( • ELECTRIC NOTES: 12.COMPACTED BACK FILL REQUIRED OVER ALL UTILITIES PAVED p ; i• $ PILA.10.X11561/032 1 • AREAS. ° V Y' M 1■« `N „...2\ / (401) ` .,///'` , • \ '� E1 SERVICE ERVIC DROP LOCATION T BUILDING SFORELECTRICAL COORDINATE ;.i..3 R = 5 „$ (N{J(B11 , `^ • COORDINATE MID IDCONETO TRANSFORMER COORDINATE 13.ALL UTILITY STRUCTURES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT H SANITARY MANHOLE \\ �.•JBr•1..JJ ,jM r111 .�• Y \ CONNECTNNI WITH POWER COMPANY AND ELECTRICAL DRAWBIGS. MDSHWLL HIVE TRAFFIC BEARING RING ANOCWER5 ORW-88fli1114' T- - Y ADJUST AS REQUIRED.[2I'EC CONDUITS TO BE INSTALLED WITHINV=877.16(8.P/E(EN \\ \\\ •.'��00 Cr `\A •• � � PULL STRINGS. 14.PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES.INCLUDING H. INV-877.26(8'PYC(5)) \\ \\ �••L ,/// . � • I(, TM CONNECT/ON. N Z \\ ` 0 O PROPOSED TRANSFORMER P.LOCATION.COORDINATE WITH \\ ``� ' , NP / 6•pb4lic p UTILITY PROVIDER IF NEW TRANSFORMER IS REQUIRED. 15.CONTRACTOR SHALL COORDINATE WITH WATER COMPANYFOR DOMESTIC AND • A. •• FIRE SERVICE.CONNECT TO BUILDING DOMESTIC AND FIRE LINE.COORDINATE R \\ \ �.\\ ` ' GI� , • \�M• l E3 RULDING ELECTWCAL LINE POINT OF CONNECTION.COORDINATE WITH PLUMBING DRAWINGS. � ' \\ �I, 70' '•8,1 0 0.75; ', - �i*-s-`4%, '.� • ` CONNECTION WITH H ER COMPANY ANRELECTRICAL DRAWINGS. d$_ \ ADJUST AS REQUIRED 16.COORDINATE LOCATION OF ELECTRICAL AND COMMUNICATION LINES WITH 1 LOCAL UTILITIES. \a\\ \\1 ��Q�J `` I 4I, CCC�'P•"�� • •• 17.LOORdNATE ITIES. TION OF REOUIREOLONDURg FOR ELECTRIC SERVILE LIGHT _ 10 \\ /'. ' _ �o'^� •.�••• COMMUNICATION NOTES: ( �-fy-� POLES,COMMUNICATION SERVICE AND IRRIGATION SYSTEM. 4'.11 Ate•' J ••• Ci COORDINATE AND CONNECT BUILDING COMMUNICATION SERVILE O • \ LINE(S)TO CONNECTION PONT AS SHOWN ADJUST AS REQUIRED. 18.COORDINATE LOCATION AND SCE OF GAS SERVICE CONNECTION AND \\ • NSTAUATON OF SERVICE UNE AND METER WITH GAS COMPANY. 141 PVC CONDOR TO BE INSTALLED WRH PULL STRINGS. • �\\ I i \ I ,I'� • \ CONTRACTOR TO PROVIDE R6 GROUND WEE AT THE PA4RC N1 LOCATION. 19.COORDINATE LOCATIONS MID CONNECTIONS OF BUILDING STORM LINES WITH ICISI°#riorAk • PLUMBING DRAWINGS. \� \\ •� \ \\ 1 ,, '•T•• \ 8COORDINATEPROVICONNECTION WITH SITE DRAWEIGSAND SERVICE 20 FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTCIDIRE LINE "g y �\� N •• NSTALUTNN AND STORM SEWER I SANITARY SEWER INSTALLATION. $i \\` \\ •\ \ \ Al.SANITARY SEWER LATERAL,WATER SERVICE,I.ELECTRICAUCOMMUNK:ATON w O Q \\ \ \ ' • CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. Vitt'- (� 22.ALL EXISTING MANHOLE AND CATCH BASIN GRATES.WATER OR GAS VALVES STORM MANHOLE 5 \ • Y ifr , SHALL BE ADJUSTED TO NEW FINISH GRADE ELEVATIONS. I RIM-887.92\ \ t f// • / 23.PROVIDE 18'MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/WATER/STORM " WV=BJfl87(54lRLP(S)) y \V� a4 �• PMR / • SEWER PIPES AND ALL OTHER PIPES INSTALL CONCRETE CRADLE'"CLEARANCE wv-e)aeNs4lar(sp \ �� N., ®©� �1► IS LE.THAN te'. • ..,01•61111I/m, t1 ill v \\\\ \\ '' ✓/: 24.ALL DETAILS 8 SPECS FOR WATER NEED TO BE CARMEL UTILITY DETAILS AND 4;� ,SCOT] ,,,0,- ..."-- r D \\ \\ \\ \/C j+ O. © I.`��© / SPECS. Pk".,1.r. ., \\,A \ \ V i 4:30 i t.\S. © ,__ / 25.ANY EXISTING FIELD TILE ENCOUNTERED DURING THE CONSTRUCTION SHALL BE y Q 1 /'_ SANITARY YAMMOIF \ t/ �• ALSO NCORPORATED INTO THE PROPOSED STORMwATER DRAINAGE SYSTEM - PF� _ \ ©, .`, 7 OR TED TO AN ACCEPTABLE OUTLET. NV=e]6.32(8'PMC(ND \\ \\ \ IKO4• 4a), f• - , ,,yF�p•�' NV-8]6.21(8'PlC(5)) \\ \ \ - W' ' ` • O \\ \\ \ \ I © , /' �Q'"7NIIII11111111LW1NN - �`I� / .,‘ \\ ',..\ \ \ ..felt . • (51I100\1‘''''i ' eitivih , \\A \ \ \ • co ...._...x2, ....„,,, .... • \\\\k\ \\ \ \ /„/ „.„ / O UTILITY PLAN LEGEND \ UTILITIES LINE TYPES \ • V FIRE DEPT HOOKUP COMMUNILATONS JUNB110N BO% 6N4TARY SEWERLATERALOTIONSMANHOLE ICATALVE 0 COFWpELERO yy\ fAlUTEOOPNN FASELNT • 3♦ -1'd 18'RW•IAN PER wB i_TO.B.=888.670 0 ROUND -AUDPRC CABLE \\ , �, ND FIEROPTC 0 ■ TRAORMER ER ■ SOUMEINIETT ��� UNDERGROUND GAS g \\ \\ ``.�'` ® •'+•I\ • ` T/ Oln'ANCHOR ® STORMMANHOLE STORM SEWER MAIN \\ ,ROI, _ ' ELECTRIC JUNCTION BOX • DOWN SPOUT A • \\ • • - a SUB SURFACEDRAIN n ,(3. UTILITY POLE \\ m GENERATOR l SANITARY SEWER CLEANOUT -stA-STS STORM • El LFT STATION RIMA'■O4 NHOLE \ UTILITY POLEWI TRANSFORMER ® SANITARY SEWER ~...-+•••-••••-FLOW LINE Y+1 Y _ _ RIGHT OF WAY LINE ll-1 u1 NWa1J66(54'Nfr(E)) \\ `` • N3 © B MONITORING WELL a SANITARY STUB MARKER - ' T---T I FENCE , a wv=en.6604-Ran \\ _s -x x • • R LIQUID PROPANE GAS TANK A SEPTIC TANK GUARD RAIL W $ are NET ` s x \ a ORNAMENTAL LOHT F'1 DISTRIBUTION BOx B TC-86162 Am` N/_ y.r i BOUNDARY UNE W re u NV-87].62( 'BCP(11)) jzi ®© *Iii � © }{ STREET LIGHT r' 0 y •- $ •■SARONG LOT LIGHT(1 MEAD) M1 13 §dE \\ TC•8 5.5INLET )4i‘S Q FTI w a j � INV-880.59 88059" +! wv=.97].80( R)) i p, I !` ABBREVIATIONSRHTOFW , V 0 \\ AVV-877.&0( "_"E)) ROW T OF WAY L I E ' ESMR EASEMENT ( EJ'1 \\ •, DAU.E DFWNAGE AND UTILITY EASEMENT �• 1y n • FFE FlNSH FLOOR ELEVATION tAI_ r ',.:• W O M E \\ TOL TCP OF CASTING YY t-- C g ►(_^) O .. • CMP CORRUGATED METAL PIPEow. d s e \\ ©� y i Knowwhat's before you dig. RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE SHEET N0. VCP VRWFlEDCUYPPE S /V/'�00 \\ . v/ HDPE HIGH DENSITY POLYETHYLENE PEE Min Mama ERA ■/\`/•.J�V`/ 1 II SANITARY MANHOLE /�I DIP SUBTILE FACNE PIPE SCALE: 1' =30' All or 800-382-5544 RIM-886.33- $Sp SUB SURFACE DRAIN PIPE �•=PI Ip m DTAVArt g \� v/ STM STORMIIM _SMT[IM c H \\`tg81 LARG D UTI I4 /CONNECTION STAN STRUCTRY URE I I m11 a.o..w PROJECT No. u5 se SOU 1:10 co CLEANOUT 0 5 30 60 n B BAR 8g . W18.0330 YR I 9 I 5 I ) I 6 I 5 I 4 I 3 I 2 I 1 t0 I A I 8 I J 6 S K I 3 I 2 I 1 e 0 t4 O O > r, H Yy ti t o-' -ea ovh o m aloe U'o yI I I . u b Ne.f 'gZ , maoao NOTE:ALL SLAB AND CRAM&SPACE Mei v s 1`o r — CONNECTIONS MUST BE A MINIMUM NOTE:CONCRETE ARCH CASING SHALL BE NOTE:CASDNG SHALL BE INSTALLED SO THAT 3 n m m < O — OF 3'BELOW THE FOOTER AND EMT INSTALLED SO THAT THEY DO NOT THEY DO NOT CONTACT THE LATERAL OR THE BUILDING AT THE FRONT OF CONTACT THE LATERAL CR LATERAL CAP. MINIMUM O CLEARANCE TING TOP OF LATERAL CAP. MINNUN I'i CAlMAICE 4' CAP TO BOTT011 C CASING CLEARANCE FROM TOP OF THE STRUCTURE TO PROMDE THE 20•VESTAL CASTING MTh 12•LID, MINIM R-1972-AL OR EAST AMAX V-1601-1 CAP TO BOTTOM OF CASING SHORTEST,MOST DIRECT ROUTE TRACER RARE LETTERED SEWER CLEANOUY MIH 6'PVC CAP MHN SERER ON CASING FROM THEBUILDING TO THE TRACER MARE BU PENTAGONAL BOLT ODI( VI g EATING LATERAL STUB. 3'MAXIMUM 6 PVC CAP / FINAL GRADE n FINAL GRADE w INC - FINAL GRADE HOPE PIPE TO EXTEND 6 PVC / ///O G///V MINIMUM 3'ABOVE TNE \\\\\ m TEMPORARY FOUNDATION , \ i\\�\\ 36'x 36•x 6 CONCRETE ,\� \`/, %%%1/`/lid//'\/\\ 4>� `:41,..41/4444,4'.?. ./11 \ C e CLUED CAP 1 APRO7 MTH FlBERI/ESH \j 6'PVC PN'E \ Q O ` 11 (FOOTER) 6'PVC PIPE !\i..• ► .. .y,!'I /\ � / i'1.7 • FROM TOP OF PPE W p> REINFORCEMENT. \ 20'0 FRATCO HDPE METER RT f/ ,pLL1 !�.• •I• / 7.2 lBS/TT,YIN.3'DEEP OR EQUAL/OSP F-• ►..1:•.:•,:f/- i ASO TO TOP OF�6 STONE 3 1E 3 MINIMUM TRACER MIRE N..• .i(•..• .• .F' 0:-.E.44.#41117#.#1.41'':#.4 � \/ 6'Ina&(TW.) ~� W > c \` YYY"��� (6•%6•X 6')TEE-WYE O' .r.. ....rr 9\/ 6'SOR3S PVC PPE ' -4,,,,_.. !/. i���• ..._ ��. S/ 6'X6'%6' TEE-WYE W z — :. a 3 MINIMUM (6 X6 %6)TEE WYE !\\I..• ..r ..• .• .• /\!i• S..G�.. a 0 ( ) m0,\, ..... ._ .. IIIN �ilt�l '4,.�� 4 ,�i��lll III. , 6 x — a'SEAR pit✓O`G`O`�i`✓``�i`�i`G`Q`�i``�i`�i`//`�'ON'O i`�i`�/`�i` i! ' r�J,Jaj�!J . a.._.�..! ..:..; �- z '� , '1` ��O'\\OO. 6'SENfR LATERAL 6'ERN TOP OF PIPE TO BOTTOM - - - - - - N9LLEMal 6'MINIMUM. SEE SANITARY 4X6 RICO 6'SEWER LATERAL STONE BELOW CONCRETE • OF METER RT. CONTRACTOR SHALL !'!\�/O/\\/\�!O!�Ory0/O/O/\�/J!\\! 6'SEAR LATERAL ALL BEDDING B INITIAL BACKFILL SHALL W J x SEWER TRENCHING,BEDDING APRON TO PREVENT CLEANOUT TYPE Z AND BACXRLL DETAIL SETTLING.EXTEND TO NOT ALLOW METER PIT TO CONTACT LIFTS A MIN.9•CLEARANCE SHALL BE CLEANOUT TYPE 1 UNDISTURBED EARTH LATERAL/TEE-WYE CONCRETE GAP. CLEANOUT TYPE 3 PROBE VIDED ON LED A=Hs16'TOoEDFTHE BALANCED (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS BEYOND THREE FEET O BUILDING NSTAUED PIPE GREATER THAN S.(1) MIN.6•TOPSOL TO ENSURE (ONLY LANDSCAPED SURFACES MTHIN (BRASS OR LANDSCAPE SURFACESGRA65 GROWTH IF NOT UNDER E 0,mumm., y„oN bawl,,,,. MHnWlwxwxyµ �YORD THREE FEET OF BUILDING) .- LESS THAN 5'(2) PAVEMENT 7 _ .» THREE FEET OF BUILDING) n, x .y, g F1 0)A C E, ,41',0 OO A Ct ., \`.z.0,40 AE t _ - IR oIlld m 3 9 0',GISTEq,',, % 0 p,GISTEgf,44 _ VG. Reo 1, A O Ck'; q 33 O C 1.25 Be 12•ION.) 13 •I g e E S c 3 = No. _ No. 19 No. _ CURB OF PAVEMENT. T .a 19A 9 o._ STATE OF ,,€ _.0 AOF CURB,GUTTER OR TU T.S. STATE OF �4,=z 0,131 0 STATE OF �4,a PO STATE OF �4,` SSRARB STRUCTURE IN _ I2)9'BORROW OR NOUN. S{ 3Xn /NuD�IAN G2 LIC x,vc,AN�LAS 't.f` NDIAHW�G�'g` RIGHT-OF-WAY / Y.',n,,��ONAL� ONAL +R TONAL E , COMPACTED TO 51% m R ".... ''"„n...flu�nll`• ''''',WIN (1)REGULAR MCNFRL STANDARD PROCTOR DENSITY F ry D$ Etc-OUTSIDE DIAMETER pw "VDI •yu :u._ P✓++V� D-NSIDEDW.IETER / _ ‘, CLAY TOWNSHIP REGIONAL WASTE DISTRICT ;�s ‘1 CLAY TOWNSHIP REGIONAL WASTE DISTRICT s�6 ‘, CLAY TOWNSHIP REGIONAL WASTE DISTRICT s�% MAERPALBELOW PIPE ©� Schneider TYPE 1 CLEANOUT DETAIL �III��� Schneider TYPE 2 CLEANOUT DETAIL II �� TYPE 3 CLEANOUT DETAIL IIIII�1 ''—' III Schneider :P RDSHE°sT°NE°R ` ROVED EOMIL /•. CLASS BEDDING MATERIALE HAND TAMPED OR WALKED ‘ INTO PLACE 4* ., g TYPICAL BEDDING SECTION-PVC&HDPE "s-o 6 (NO SCALE) ! — 1 sA 12'MIN. t 12 MIN. s BORE ®�®.PIT `` ;fN5C0TT,�� �,[t y�'79(A'- v —Mue,��, Centurion A-423 — ISTqNC��p _' IP = ti, j (Must Be Red From The Factory) i pIpE(Rq5E�FEBTOPLPH°sE I G�ii'i.•:V H -N,))%?Ii'/ t... .0.. - .I. iii PVC PPE 3 SPgCERS REo91RED PER LENGTH of RIPE 6.25.SHAFT �.op (REFER TO BANS FOR SIZE) ADJUSTABLE t.+,: ,”♦.. /OMAN'+_ EAST CAST IRON�N NO.6660 �. ,g VALVE C°VE a -`0•~,/„//111111111\�1\T\T+S R T ATE PROTECTION AT ENDS OF CASING Alli L■ ALL JGNTS IN CASING ._ _. •..i ,\„_. 1 I `•$-�. PPE MUST BE RESTRAINED. A WAY AS TO PREVENT THE ENTRANCE OF FOREIGN MATERIAL, -1�4T `{T� BUT ALLOWING LEAKAGE TO PASS C F. /`IVC F"c,... — - U I WELDING COMPACTED°ACNFILL F1./f//T STEEL CASING SECTIONS SHALL BE CONNECTED BY WELDING. TO NATURAL GROUNDWELD SHALL CONFORM TO ANWA 0206. NOTE: y SPECIFY OD OF CARRIER PIPE SIMILAR INSTALLATION FOR CURB IAND ID OF CASING PIPE BOX OR SERVICE LINE i ,p 1 CASING SPACERS. u11I I RUNNER-ULTRA HIGH MOLECULAR WEIGHT POLYMER u I, I • W RAHIGH RESISTANCETOAB ANDSLIDE WEAR TYPICAL VALVE BOX INSTALLATION II DURASLIDE IS CHEMICAL POLYMER =._�� IND SCALE) I SHELL g` ..._TOP HALF "A" V RIBBED FLANGE 11171 I i/l,l (' I / G= " ! 1 --`� 11Arn' '1 �,,51Fl�—BOTTOMHALF NOTE:TO BE USED'MIEN CLEAR DISTANCE(FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE e,, — �. ^ —j///� DIAMETER) SANITARY SEWER PIPING(MAINS,SDIRECTION. LATERALS,FORCE MAINS,ETC.)AND ALL -�— ,, °�f' 11041'1'. '' G C, I ` THE CONCRETE DISTANCE OF 3 MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF — •:- ) * ._.. I j.. - �- _G�iI _ LINER-PVC ABB THICK WON 86-90 DUROMETER -- OTHER PIPES IS 18 OR LE PER INSPECTOR'S DIRECTION.OR WHERE NOTED ON THEDRAWINGS. I A MINIMUM CLEAR , ✓G`,r, s �5.-r �vh,41 7C T ' 4, , h'POd, Aa72 i7 r!rr ;�? 1 <` 4 3. e 4, < ..j C eAl:, TYPICAL BORE CASING PIPE , , 'r» /1 r 4 Cr_ 'J Y8"Y oilCT IRO SCALE) I1=11' �� r% r r afo- ✓r F a11in *IV 111 11j1� ,l Crrr ✓ erabi „\--,',:"--.", _ -- tAJ —' A S J ,Cd Cas G't" CCr. t GREATER AN 5)2)1) (1)SD.I6Bc MN.6•TOPSOIL TO ENSURE ' BFWvy1 I pp LESS THANS R) (2)126 Be.ITT_ GRASS GROWTH F NOT UNDER 11 1 11 h T O Length 4r fitl,ng5 1 Bc.,.: Or v. ,.rsturr,,,..; PAVEMENT- 1W_ a-ound. —111=1 W _a= 111=111 (L o Y'. ”' EDGE CURB GUTTER PAVEMENT, I I, ri I 1-111-1, 1111 I F d SIMILAR STRUCTURE. R High Ao ,� /..r P✓ot r - he ✓✓rc e ,`/�. crt ✓s :r'✓ 't i re', .,r.,P(r ,"-,c as6o PSI CONCRETE -��I , M-11la�1 � r] 1 JT O: d J/ 'r P' An CrG!rg le h7 rV/l/ Ptt" / CI, /17, 0,-,", ,. / or.fr/Ur/ (I)REGULAR BACKFILL , (2)9'BORROW OR NOUN. I.ti W GRANULMi MATERIAL '•A yy 11-1 I I- .11E111 • H • COMPACTED TO 96x STANDARD / •/ • •—III—Ili- O 0 (.T.) Rh P A 4 - A g PUpward:,- y r / r ec ' ' Be=OUTSIDE DIAMETER _ COMPACTED TO9Y. _•'. =111= �I A T r a 9 rid 12;J > ;Veto, �,n ,.ria B /l�••1 — __ E °=VISION OTH F BEDDING r✓.Je h'.D✓-1 JL,G t L /e. .;re6'I"F/J E AUTERLNL BELOW PIPE ©Ilii —_11 EARTHCT AWAYVIEV / 1� II _Ell/E111 WII .- .1 ff X o B /1 le,"LS 'Ci!: P /C, GJ LYCe/J n ;1, E D EMAIL) 1E_ I1-11111 I, CRADLE SHALL BEAR ON 41 CN I..,I E .. NOTE 2T 0 SMELTER 3 —1 11 UNDISTURBED EARTH u o E s c /f P. _. ""L['. ALL BEDDING 6 INITIAL 30'71 NY 0 11111 11 111 VIII I- g r i a $� H/dr]r' Cr- t Be. Set At Ar G Max l'19r,9 T BACKFILL SHALL BE INSTALLED 66.8 LARGER6_ - / C C .�4'1 Iv' _ IN 6.TO 12'BALANCED LIFTS.A 9'NILARJOR EOUIV. -I —I SHEET NO. B r r` \ MN.OF IT TBALRANCE SHALL GRANIATE MATERLLL O G. 7/ICF / $ AS 5;,�C ed By Fire C ///;",`ent BEPROVIDED DNEACH SNS OF COMPACTED T095x STANDARD -1 I- I //-`�'R 6 !,�C;L..e i^G.. c11; t I n~J .� :A::....(3 \ t THE INSTALLED PPE. PROCTOR DENBBTY. ■ V ✓I:, rolv_.7 MUS s Ca or equivalent . 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'S 3400008100SW tl3011003138W803114318A 031-101531313110H53414341'59010010311053H 11116.1'N011YN83WWISI '92 403033003319011504103 V 3039115±5930105500(030105 HAM 3ZN033 0013396309E 60001±1 HOM Z1'S 34AL ZSZW O05W 03833WH3N 0100001111110110'e'ZYZ - 9826.0000000 v0 0.0 0.014 0.0010 8.00 33179.0 111.09.00.111 1 31010033014533333319(Idd38311100MLS10090113'58.13-0119061039 '1190 10110.030 1503 0(000OLM391-IVH5SONILL13 07*053 N15045 103301083033 ^- 1- W W 64 - ll8 810•000..0w.ly9YWeauwl.0 W..968w1110e11119x so '80114.11.1355941553010 HWM 300030.110330033.101030V0M1010 3510303911313111I111VA 03.38.3839903011311814 43333.3338 HAM 091,1141103 091311 a3d103331b3NNtl'5531110353911VHS 03011034403 '82 O -S13383110033 J 0 J 0-'a 0w1A.8.1 01123 pa0.m.x 000810.90x8 Japt*4*31 ot001'.u+9'u8.0agw z OW 35110553dk"509131803±1 30 00105 59 3313 30 S.-13 MO 3331T01SN1 VI 031X331101 N011Y3H133d591080180 V 1033 30138 03131 SN011Y3118nd 311 YZ 011390111033411 HUM 1V11o303A094d+10 SOY OWadId.E914.800NYHSa3M3S WWI$ 7-07 Z 411 0 lan .Op1pe8800000rr.m.00.3u.010w y0pn..a Hw 00098.400 -1 34k-30110TV159I 9 12.313331 Z 119080,43 0391103W30001191IS 39113 6901/.13334S to 0000 3139010-02.1311310 TYI 154.0010 OS175MMtl 13319310±5341410.1311130-304 N0313Y13110 YZ 140351038 1831V1 TV,34*40 10MWW3N0350n0HLM 4▪ 1000 IA> A 7i 5133.139010313110110-001.1103101 3 0 1138.036 .11335 HSN\33.010330 M 0tl31901 0110030 3011141ONY 0O33.310,6003 YE 583303 R4y'S3W d'S3%NMM183N35-9CSZO091335 791 N0I95A30153101 E 9001391-3111W 0141103003 TANS 3414833130 31313903 033/033131 '1,9 E N +O• 0010035 'E SM8310 2 41.05311111n 1013dW03.0NI11139301N3151510330.01 W3NOLL3V3W030411TH)0009110X311001041903-.ZON011030 1411 683133S 001010 YZ - O A Q 0. 1000080!10193311±3±109019111v31d031S 590091,419Anle 3.9103140349 803443010(010041X90181118311+10 010103±10 tl0533015301f913AOW30 9Z 511133/311033 030631 71 SY 0100413 Marne 310305.01 H058x 01098035.09 A 0910333 S1Nnd On A O- + O '15193168000033 HAM 50931010 '0 0.W lq '51031505 101111/31 341.034303 NO 0300014 010 011 38 0001 53 911 3013213S 8310 30 0.11 9010393%38330133003"SNOILYA31303010031015301100.3X30111009± YZ 7 4' ',"'Z'' /011000430 'Z 830350100095x4010(10 01 1031505 83035 01010115 315 30 901133 000 761 003311 60300130311 900 000 6 5 9100 311 3131480//Ol 14/31311 3113 1 0 001113131E 'SONLNVtl03H1WNM0115 ' 1 D "000038 OW MM..03130311 001311 031.39 0110'51110111311'5114 8 31311 6 3 3100 63311 9800040013110101000.S333N'ONIll3181'10 V' 1YA1/.1X30N0n130'$W3A 0319139 'SO000000 fNY'S1(10119313'5380553309'$0r911H'09l930VNYW.3M35 A9tl11NtlS 1141( N011119tlLS10 N31+M Ona TN 5310!00 N013355941830400381f03tl 98003111 YI 095'S131N10315M W801S'S83M351121018110530111010N093359H183000011361 VI O Ss g Y 7 .c.ontl1SN0330031.009 SV 319 5301 03313 310'1fl013W0SNg11A60. 00 90093 3313938 01 AOY30 SI 901.3.3 OW 183 H333131 1V01.0321. 530111309011035 Yt CI,c1/001 S '4 X80.33034008 '4 9100 AO 34030 '1 ii 04 0100 011.3 9 Nouno3 104 1.1131130 -1 DA'el SNOILV�IdI03dS 39VM3S'dV LINVS SAIOLLVOI3I3 JS 8NII'I'IaLVM SNNOLLVOLIIOadS'I3M3S YaIO.LS O 9 6 I 01 10 9 I 8 ) I 6 5 4 I 3 I 2 I 1 City of Carmel Right-of-Way Paving Polley City of Cannel Right-of-Way Paving Polley Cly of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy O November 1,2005 November 2,2005 January 13,2006 January 13,2006 30 't ea N Z 1)A)Ttre l 4)AspMlt Pavement 1)General 4)entrete Curb O a A)The work subject to IM requirements of this policy shall include the production.Muting/delivery. A)General A)The work subject to the requirements of this policy shall include the production,hauling/delivery, A)Generol u O spreading,finishing,compaction and other work necessory to prepare foundations,install aggregate a)This work shall consist of placing one or more courses of base,intermediate,or surface hot mu excavation for,placing,installation,jointing,curing,finishing,and other work necessary to prepare a)This work shall consist of placing concrete curbing on prepared soil subgrodes or Aggregate Bases in accordance with e k bases and install one or more nurses of box,intermediate,or surface Mt mix asphalt mixtures asphalt(MMA)mixtures on a prepared foundation in accordance with Section 105.03 of the foundotins and soil u rodes,install to bases and install concrete curbing within naft ` within existing or proposed right-of-way for roadways,auxiliary lanes and asphalt multi-use paths. Standard Specifications. s at Carr 0 f property Section I curb shot!the Sldae on 00 e ti c ,in This tic[ ae tb si the City f nce of sed 0,0 by th proyCiento dD)Cancers le ofbconstructed prepared sal accordanc or wiAgth the u Bases to the dimensional approved d standards of soy ^n Vi B)This policyemen shall MIM lame for suit inane o the work by the City.Failure to adhere to the D)HMA base,intermediate.gr or surface mixtures atoll be constructed on prepared foundations and to B)The policy shall be the basis for suin non o the work by the City.or Failure to adhere to the the menta.le City Carmel Standard Details or m occoaae with Me curbing detail of the approved construction = .p y h requirements of this policy rtwy result troll-acceptance al the work or other remedies outlined in thicknesses equal or greater than those indicated on the approved construction documents. requirements of this patty may result in nn-orceptoace of the work other remedies outlined documents. O a b vD O w' this policy. c)Moterbls used in the production of the HNA mixtures shall Min ocepdonce with Section 401.03 in this policy. [)Materials used in the production of the concrete for the curbing shall be in accordance with Section 605.02 of the U.o r r r 0 C)Workmonship,moteriols and quality of the work completed shall conform to the 2006 Standard of the Standard Specifications. C)Workmonship.materials and quality of the work completed shall conform to the 2006 Standard Standard Specifications.High early strength admixtures may be utilized but shall not be considered in waiving any 6 u '4:1'; 3 Specifications of the Indiana Deportment of Transportation(hereinafter referred to as Standard d)Equipment for MCA operations,including but not limited to production,houling/transportation, Specification of the Indiana Deportment of Transportation(hereinafter referred to m Stondard requirements of this policy. o C a er a Specifications),except where deviations are allowed herein,or vonarwes ore granted. laydo. compaction and mscenaneous/ancillary activity shall be in accordance with Section 409 Specifications),except where deviating areallowed or 'rs D where them standards of other tai hovin concurrent jurisdiction of the StandardSpecifications. peri ) e tat ai agency herein,a variances ore grooa)pgit talloto for concrete curing.fin thing a ion work,including but not city to production,000 accordance with Section O e d mum any govemmen agency 9 lu^ D)eoc a them tang ds,thrds of any other shall p governmental having concurrent jurisdiction placing.installation,jointing, finishing oto mixellanaua/ancillary activity shall Min accONoace with , "' r O sr- exceed theset stondords,the higher standards shall apply. e)Instollotlan of the full povemenl section indicated on the approved conatructwn dccummk for the exceed these slantlaros.the higher standards shall apply. 508 of the 5tandaro Specifications. C'�„3 res It. n < E)If any plan or other note or specification on the approved construction documents exceeds the entire n orea to be coved must be completed in the some paving season. E)lf any pion or other note or specification the approved construction documents exceeds the e)Concrole production.mixing and hauling/delivery shall be in occardance with Section 502.10 of the Standard minimum slondards of this policy,the higher standards shall apply. 1)Widening operations shall comply with the following: minimum standards of this policy,the higher standards shall apply. Specificotions.. F)Nothingconloined herein shall be construed as prohibiting the design and construction of (1) The outside face 01 the excavated area shall be felt a nearly vertical os the nature of the F)Nolhing contoined herein shall be construed as prohibiting the design and construction of I(Instalation of the concrete curbing indicated on the approved construction documents shall be completed in the some improvements meeting higher standards,nor os discouraging petitions to appropriate governing material will permit and not eider than the outside limits of the widening section. improvements meeting higher standards.nor as discouraging petitions to appropriate governing poring season. bodies for variances for oltematives which can be supported by advances in technology and ore 2 The existing pavement adjacent to the widening area shall be sowcut to o clean edge. bodies for vol ones for alternatives which can be supported by advances in technology and are B)Preparotion so approved by otherlagencies with concurrent jurisdiction. ((3 The suDgrode in the edened a shall be compacted in corance rite this palwY. approved by other agencies with concurrent jurisdiction. a)The soil subgrode or Aggregate Bose shall be subject to additional proof rolls in accordance with Section 203.26 of C))Al1 work shall comply with the requirements of Section 105.03 of the Standard Specifications. (4)Widening mixtures shall comply rwith the pavement section indicated on the approved 0)All work shall comply with the requirements of Section 105.03 of the Standard Specification. the Stondord Specifications just prior to placing the HMA coursesncordance with Section 2C(v)and 3D(0)of this rT` pi H)For the purposes of this policy,where the term Engineer is used in this policy and the Standard construction documents. H)For the purposes of this policy.where the term Engineer is used in this policy and the Standard policy.Unacceptable arcus shall be corrected to the sotisfoctron oftheEngineer before placement of any concrete W C Specifications,it shall m (5)Compaction of the widening shall be in accordance with Section 304.05 of the Standard S ificatns,,t shell neon curbing. C/ e The Cannel CityEn Deportment Engineering,other personnel employed by Specifications. a)TM Carmel CilorF+:t m gor ,outhano of the that may of ) y Engineer,, atsdff of the Deportment m of eruritaind other personneleemployedofby t displacementande rutting of the soil subgrode or Aggregate Box shall be repaired prior to placing concrete curbing. a the City rat cannel,a rauthanzn agent(s)t be retrained to represent the City of Carmel. B)o)Ttae al'wn the City of Carmel,or authorized agents)that may be retained to represent the City of C)Weother and curbing Limitations 'MJ p� �' e)The Hamilton County Highway Engineer,stall of the Hom;ltn County Nignwoy Deportment,other o)The Aggregate Bose shall be subject to additional proof rolls in cordance with Section 203.26 of Carmel. a)Concrele shall only be placed in occordonce with Section 502.11 of the Standard Specifications.Thee shall be 1� W G m personnel employed by Hamilton County,or authorized ogenl(s)that maybe retained to represent the Standard Specificotions just prior to ploci,q the HMA courses m occordonce with Section JD(na) b)The Hamilton County Highway Engineer,steal,of the Hamilton County Highwoy Department,other no provision for instonotion below the temperatures specified. W"" Hamilton County gignwoy,depending on the location of the work. of this policy.Unacceptable o s shot!be corrected to the satisfaction of the Engineer before ony personnel employed by Hamilton County.or autharized agent(s)that may be retained to D No mixture shall be placed ona frozen subgrode or Aggregate Bose. ^ W 'j V e I)Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. paving operations commence. arepresent Hamilton County Mighe s depending on the location of the work. o Under a circumstances ncrete curb be placed between December 15 and March 30. J)Prior to commencing the work,the Contractor performing the work shatl contact the Engineer to b)N1 displacement orrutting of the Aggregate Bax shall be repaired prior to placing HMA mixtures. I)Authority of the Engineer over the work shall be per section 105.01 of the Standard d)If a soil subgrode or Aggregate Base overwhich concrete curb is to placed,is placed and approved by the City pest Zy U a .. schedule a pee construction meeting to review the Engineer's construction requirements,staff [)Milled asphalt surfaces shall be tracked in accordance with Section 406 of the Standard specification. to November 30.placement of the concrete curb will be allowed up to December 15,provided that the ambient and as d notification requirements,required inspections for certain stages of the work and to rider the Specification. J)Prior to commencingthe work,the Contractor performingthe work sholl contact the Engineerto soil rodeAggregate Base surface temperature complieswith the requirements of Section 4C i of thispolicyIN C authorityof the Engineer as it relates to the work. d N It surfaces between courses shall be tacked in accordance with Section 406 of the Standard ) roee a etcfulltime a (ac as an t6 9i^ ) Oha schedule ats,pre-constructionmeeting to review the Engineers constructionherequ,remenls,staff and the proving contractor pay for the services f a time conslral'to inspector and who shall t -` N K)Under no circumstances shall work subject to the the tls established by this policy co Specifications. notification requirements,required inspections for certain stages of the work and to review the authorized agent of the Engineer.The Engineer shall select the consburec inspector. v -� ' without obtaining approved construction drawings by the City of Cannel Department of Engineering. e)Contact surfaces of curbing,gutters,manholes,and other structures shall be locked in actorance authority of the Engineer as it relates to the work. e)If the ambient and soil subgrode or Aggregate Bose surface temperature complies with the requirements of Section 3 C 2)Foundation with Section 406 of the Standard Specifications. K)Under no circumstances shall work subject to the slondards established by this policy commence 4C(i)of this policy between April 1 and April 15.concrete curb shall be allowed to be placed on anapproved sal MEM J A)Generol ()Surfoces n which a mixture is placed shall be free from objectionable or foreign materials ot the without obtaining approved construction drawings by the City of Carmel Deportment of Engineering. subgrade or Aggregate Gose provided that the paving contractor pay for the services of o full time cnstruction M-`Z -p a)This work shall consist of the construction/preparation of the foundation in accordance with time of placement. L)At the sole discretion of the Engineer,the portions of this policy related to inspecting and inspector and who shall al as an authorized agent of the Engineer.The Engineer shall select the construction I J s Section 105.03 of the Stondord Specifications. g)Tak Cat material shall be distributed with equipment meeting the requirements of Section testingof work subject to the requirements of thisse�W z s i mpolicy Outside of the right-eat-way shall be Die ngi. B)E)Prior o bndei Embankment 409.03(0)eranS the SSeasonal Specificotions. determined at the he-tonsords f meeting. ()the Engineerereserves the right to suspend all concrete curb placementubgradanoperations if.in the opinion of the Engineer. 'g a) to beginning excavation and embankment operations,t al!necessary clearing,within grubbing, C)a)H IA and sessonbl place Mparr ns analriet other slondaros for concrete curb shall be in accordance with the City of that substandard .cotter land/or the ndfi is of the SuDgrode and/or the Aggregate Base may result in i scalpingS and topsoilstripping ond subsequent ba tion .03 and 20 items wein the slope stoke o)on courses shall be placed when thea dent above. Tand the 11 eerolune h the surface Cndem l Standard Details. subetantlar0 cncrete curb placement,curing and finishing. ; limits shall be performed in accordance with Section 201.03 and 201.04 0l the Standard which it is to be placed is IS'F(TC)or above.The Engineer shall determine the ambient N)Under no circumstances shall moterial other than Portland Cement Concrete meeting the D)Piocemenl Specifications.All topsoil,vegetation,rats,stumps, noble and deleterious material shall be temperature.There shall be no provision for ler temperature compaction allowed by Section 402.16 standards tablished by this policy be utilized to construct concrete curbs within the corporote a)Concrete curb shall be atoned in accordance with Section 502.09.502.12 and 605.04(c)and 605.04(d)of the n completely removed within the limits of the slope stokes. of the Standard Specifications. limits of the City of Cannel. Standard Specification. a$ yy e b)Excavations b No mixture shall be placed o a frozen subgrade. 0)Under no circumstances shall extruded type curb be installed within the corporate limits of the b)Curb machines may be utilized in accordance with Section 605.04(5)of the Standard Specifications provided that the 61 R>i g (1)After excavation operations,all spongy and yielding material that does not reodiy compact c Under a circumstances shall^HIM mixtures be atoned between December 15 and March 30. City of Carmel. equipment conforms to the requirements of Section 508 of the Standard Specifications. 6 i 3 ep€et e 10 c 1 shall be removed from within the slope stake limits and the resulting void shall be refilled with d))))))If a foundation that is to receive one or course of base,intermediate,or surface HMA 2)Fandotin c Formwork anal!campy wind the requirements 01 Section 605.04(b)of the 5tondard Specifications. H 3 i Y suitable material ond compacted in accordance with Section 203 of the Stondord Specificotions. mixtures is placed and determinedtobe an approved courses by the City prior to November A)Geneml d)Fonns sholl beremoved in accord nce with Section 502.16 and 605.04(b)of the Standard Specifinotions. c 'T' f 5 S Ls i (2)My pronounced depressions withintheslope stake limits resulting alter ex ovation operations 30,placement of HMA courses will be ollowed up to December 15,provided that the ambient and a)This work sholl consist of the construction/preparation of the foundation in acordaae with E)Joinls €t S G o shall be refilled with suitable material and compacted in accordance with Section 203 of the foundotion surface temperature complies with the requirements of Section 40(i)of this policy and Section 105.03 of the Standard Specifications. a))Joints shall conform to the requirements of Section 503 and 605.04(e)of the Standard Specifications. c Standard Specifications. the paving contractor pay for the services of a lull time construction inspector and who shall act b)The foundation shall be prepared in ac0rdance with Section 605.03(o)of the Standard b)Joints shall be installed at intervals of 10-teat or less:5-fat or less along radii.Joints in integral curb and c.Z _ c)Emankmenb as an authorized agent of the Engineer.The Engineer shall select the construction inspector. Specifications and he requirements of this policy, sidewalks shall be looted at the some bcoline as the joints in the adjoining sidewalk.Janis may M sowed or tales (1)Embankments shall be constructed in accordance with Section 203 of les Standard e)If the ambient ond foundation surface temperature complies with the requirements of Section 4c(i) B)Excovolion and Embarkment to a minimum depth of K-inch. w Specificotions. of this policy between April 1 and April 15.HMA course shot!be allowed to be placed on n xoron a)Prior to beginning excavation and embankment operations,all necessary clearing,grubbing, [)Preformed expansion joints shall be placed ot inlervols of 50-feet or less,at all castings.the beginning and end of Pi s owing(2)All spongy and yielding material that doesnot readily compact shall be removed from within approved foundation provided that the owing contractor pay for the services of a full time eachbackfillingthese S scalping and topsoil stripping and subsequent ckfilling for moved items within the slope all curb returns,the end of days work ond where abutting existing construction.In addition to �' the slope stoke limits prior to embankment operations. construction inspector and who shall act as an authorized agent of the Engineer.The Engineer stoke limits shall be performed in accordance with Section 201.03 and 201.04 of the Stondord requirements.expansion joints in integral curb and sidewalks shall be located at the some location as the expansion c 8 (3)My pronounced depressions within the slope stake limits resulting alter clearing,grubbing, shall select the construction inspector. Specifications.N!topsoil.vegetation,mots.stumps,friable and deleterious material shall be joints in the adjoining sidewolk. scalping and topsoil remoral shall be refilled with suitable material and compacted in I)The Engineer reserves the right to suspend all paving operations it.in the opinion of the Engineer, completely removed within the limits of the slope stakes. F)Finishing and Curing accordance with Section 203 of the Stondord Specifications prior to embankment operations. thatweather prevailing ather conditions and/or the condition of the Subgrode and/or the Aggregate Bose b)Excovotions a)The concrete curb shall be finished and cured in accordance with Section 502.14.502.15.504 and 605.04(f)of the (4)Prior to the construction of any embankment,the original ground surfoce within the limits of may result in substondord HMA atonement,spreading and finishing. (1)After excavation operations,all spongy one yielding moterial that does not readily compact Stondord Specifications. the slope stokes shall be leveled and the upper 6-inches shall be compacted in accordance D)Spreading and Finishing shall be remand from within the slope stoke limits and the resulting void shall be refilled b)Curing compound shall be applied to all exposed surfaces on slip-formed concrete curb.For formed concrete curb. r with Section 203 of the Standard Specifications. a)HMA courses rses shall be placed upon on approved foundation or other HMA course by means s of with suitable moterial and compacted in accordance with Section 203 of the Standard curing compound sholl be applied to all exposed surfaces including sides otter any forms oreremoved. (5)Emankmenb shall be shaped to be well drained and shall be erosion. protected to prevent era . loydownequipment in accordance with Section 409.03(c)of the Stondard Specifications. Specifications. [)The concrete curb shall be allowed to cure for a minimum of 5-days prior to commencing backfilling operations w (6 Loose depth of eoch embankment lift,final compacted depth,compaction method andb)Segregation or flushing or bleeding of HMA mixtures will not be permitted.Conative action sholl (2)Any pronounced depressions within the slope stoke limits resulting otter excavation adjacent to the concrete curbing. concoction requirements shall be inaccordance with Section 203 of the Stondord be token to prevent continuation of these conditions.Segregated or flushed or bleeding HMA operations shall be refilled with suitable and compacted in accordance with Section G)Backfilling ecificotions. material mixtures shall be removed if directed. 203 of the Standard Specifications. a)The spaces adjacent to the concrete curb shall be backfilled inccordonce with Section 605.04(g)of the Stondord S C)Soil Subgrodes t)M areas showing an excess or deficiency of binderm shall be removed and replaced. [)Embankments Specifications only after the concrete curbing is inspected and accepted by the Engineer in accordance with Section 5 a)Subgrodes shall be prepared only after the installation of all utilities and subsurface drains d)N1 AMA mixtures that become loose and broken,mixed with dirt,or is,n any way defective shun (1)Embankments shall be coletructed in accordance with Section 203 of the Standard at this policy. ind.coted on the approved construction documents to be located under the pavement orebe removed d replaced. Specifications. b)Backfilling operations shall be completed prior to opening the area to regular construction traffic. 3 ba completed.Trench backfilling work of these installation shall be in accordance with the and of E)Jolnts (2)NI spongy and yielding material that does not readily compact shall be removed from within 5)lnpectiona Cannel Trench Backfilling specifications. x)Joints shall conform to the requirements of Section 401.15 of the Standard Specificotions. the slope stoke limits prior to embankment operation. A)N1 materials furnished and each part or detail of the work will be subject to inspection per Section 105.10 of the h b)The subgrade sholl ee shaped to the required grade and sections,free from all ruts, F)Compoction (3)My pronounced depressions within the slope stoke limits resulting after clearing,grubbing. Standard Specifications for the purpose of ascertaining that the cork is in substantial conformance with this policy and v k corrugations,or other irregularities. o)The HMA mixture shot!be compacted with equipment in accordance with Section 409.03(d)of the xolpmg and topsoil removal shall be refilled with suitable moterial and concocted in the opproved tonsbaction documents. o i c)The subgrade shall be uniformly pepped.comported and approved in acordance with Sections Standard Specificotions immediately after the mixture hos been spread and finished. occordonce with Section 203 of the Stondord Specifications prior to embankment operations. B)The Controclor shall notify the Engineer o minimum of 48-hours in advance of commencing any work subject to the 207.02,207.03 and 207.04 of the Standard Specifications. b)Rollers shall not cause undue displacement,crocking,or shoving. (4)Prior to the construction of any embankment,the original grand surface within the limits standards established by this policy. d)Subgmdes shall be inspected one approved by the Engineer before ony aggregate base or hat 5)Inspections of the slope stokes sholl be leveled and the upper 6-inches shall be compacted in C)The Contractor shall schedule proofrolls with the Engineer oof 48-hours in advance of such proofrolls. ;r l' mix asphalt pavements a constructed.A proorroll shall be conducted in cordance with Section 4)61 materiols furnished ond each port or detail of the work will be subject to inspection per Section accordance with Section 203 of the Standard Specifications. D)The Contractor and Engineer will conduct on inspection of the minimumntrete curbing for any damage.including freezing salla 203.26 of the Standard Specifications.Unacceptable areas shall be corrected to the satisfaction 105.10 of the Stondord Specifications for the purpose of ascertaining that the work is in substontiol (5)Embankments shall be shaped to be well drained and shall be protected to prevent er random crocks.The inspection and oil necessaryshall bet completedto backfilling tions. svvttll trays mmaateco stportp prior g opoo s of the Engineer before any aggregate Se base or hot mix aspnolt paving operationsrotom he conformance with this policy and the approved constructionof48oursin documents. (6) Lome depth of eoch embankment bei cul,final compacted Sled depth, ofcompactiontheto method and E) discretion and at testinghe of materials,equipment orconstruction work may be required the expense of the with lor al ssJssENSCOT/ /O e)At the efrdiscretion of the Engineer,1caradar dae that hos solielgcln por a subject roll,law a B)The Contractor snail notify the ao of 48-hours in advance of commencing any concoction requirements anon be in accordance with Section 203 of the Standard the yi of the Engineeronsforcthe purpose men . omModian that the work is substantial air meentse with this ?v'r., uncovered for a periodlc of stone, calendar days prior totplacing stone o is subial tl meas rook work to the stondords establishedoobythis policy. Specifications. of and the approved tions oppon ble ori n of and testing spall conform to the mpliant or of the sections =`rt ! rain uric event prior to placing stone,shall be subject to arditlanol proofr rolls prior to atonement of C)TM Contractor shall schedule proofrolls with the Engineer a minimum of 48-hours in advance of C)Soil Subgrades of the Standard Specifications opplicoble to the portion or the cork suspected to be non-compliant or as directed by = ) �9; - o the Aggregate Base. such proofrolls. a)Subgrades hall be installed on foundation constructed in occordance with Section 2(A)and the Engineer. 2 P 'P" D)Existing Pavement 0)Sompling and testing of materials,equipment or construction work may be required at the expense Section 2(B)of this policy and only otter the installation of al utilities and subsurface drains F)Where the Engineer determines that is necessary to confine compliance with standards of quality or thickness,concrete .414.89;79/1 O iaW a)Miiing of existing pavement surfaces shall be in cordance with Section 306.02,306.03.306.05. of the Contractor at the discretion of the Engineer for the purpose of ascertoining that the work is indicated on the approved construction documents to be lacoted under the pavement orecurb shall be cored and tested at the expense of the Contractor. The overage thicknesses of the curb must equal or N ��,, W 306.07 and 306.08 of the Standard SpecificatinsIXsubstanal conformance with this policy and the opproved construction documents.Sampling one completed.Trench backfilling work of these installation sholl be in accordance with the City of exceed them m prescribed by the approved construction documents. 4r.k, [ b)Localized weak ora of the existing pavement section uncovered during the milling process shall intesting shall conform to the requirements of the sections of the Standard Specifications applicable to Cormel Trench Backlining specifications. G)Such inspectionsshallnot be construed to relieve the developers'engineers or contractors in any way from their /yy bNAI be repaired in accordance with Section 304.02,304.03,304.05 or 305 of the Stondord the portion of the work suspected to be nn-ompiant ors directed by the Engineer. D TM subgrode shall beshaped to thegrade and sections,frog from oil ruts, obligations andresponsibilities under their contracts. Specifically, or eafullnttOtttxYrr Specifications. E)Where the Engineerdetermines that is necessary to confirm as compliance with standards f qualityor ) su grarequiredt gop i for to a ply the construction onstrue o by f r engineers pecto ) ryo Thecorsu gradns,a all be iregurtesting agencies,shah not require them toof assume responsibilitiesntsbyt for the approved co stru tit e.documents,for for any c)Prior to openingresulting milled aes traffic,the milled areas shall be cleaned of all material,debris thickness,pavements shall be cored and exceed at he expense of the Cony the The average c)2nd s2.207, Stan uniformly. oaprepared,tacompacted and approved in occodon<e with Sections misinterpretation ofOn the approver construction documents by the contractors wring construction,or for the means and - and dust resulting Irons the operation. thicknesses of all coursesmust equal or aceea them mum prescribed by the approver 207.02,207.03 and 207.04 0l the Standard Specifications. meths,of construction,nor for safety on the job Site. d)Milled areas that remainopen to trofi longer than those times stipuloted in Section 306.05 of construction documents,and nosingle core shall show minimum deficiency greater than one half inch d)Subgrodes shall be inspected and approved by the Engineer before ony oggregote base or H)Work identified to not meet the requirements of this policy or the approved construction documents,unacceptable work, the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of (1/2")in ony c or total thickness from the pavement section indicated on the approved concrete curbs a Constructed.A pra lroll shall be conducted in accordance with Section whether the result of poor workrnonship,useof defective materials,damage through carelessness,or any other causeContractorthe Standard Specifications.The Contractor shall be responsible for payment of these liquidoted construction docume ve ts. 203.26 of the Stondard Specificotions.Unacceptable areas shall be corrected to the satisfaction found to exist prior to the final acceptance of the work,shall be removed immediately and replaced in on acceptable damoges. F)Such inspections shall not be construed to relieve the developers'engineers or contractors in any of the Engineer before the placement of ony Aggregate Bose or concrete curbing. manner at the Contractor's expense. 3)Aggregate Bases way from their obligations and responsibilities under their contracts. Specifically.inspection by the e)At the discretion of the Engineer,subgrade thot has satisfactorily passed o pra/roll,but I)If the Controcto tails to comply forthwith with any order mode under the provisions of this subsection,the Engineer will A))General Engineer,or by retained engineers or testing agencies,shoal at require them to assume remains le covered for o period of t4 calendar days prior to placing Aggregate Base or hove authority to cause unaceeptoble work to be remedied or removed and replaced;la cause unauthorized work to be a)This work shot!consist of placing a compacted aggregate on o prepared soil subgrode in responsibilities for the approved construction documents,for any misinterpretation of the approved vete curbing orsubject to a measurable rra event prior to placing Aggregate Base or moved;and to deduct the costs from any monies due or to become due. accordance with Section 105.03 of the Standard Speciiol'wns. construction documents by the contractors during construction.or for the means and methods of concrete curbing,shall be subject to additional proof rolls prior to placement of the Aggregote J)Work done contrary to instructions provided by the Engineer shall be considered unacceptable and subject to immediote o b)Aggregote Bose materials shall be in accordonce with Section 301.02 of the Standard construction,nor for safety on the job site. Base or concrete curbing. removal and replacement in oncordante with the instructions provided by the Engineer. Specifications. G)Work identified to at meet the requirements of this policy or the opproved construction documents, 3)A9gregate Bases 6)Aoceptonce a c)The moteriol shall be obtained 1rem a Certified Aggregate Producer in accordance with Section unacceptoble work,whether the result al poor workmanship,use of defective materials,damage A)Ceneral A)Before acceptance ceptance of the concretee curb,the Engineer shall determine if the improvements or in substantia!compliance 917 of the Standard Specifications. through carelessness,or any other cause found to exist prior to the final acceptance of the work, o)This work shall consist of pacing a comported Aggregate Bose on a prepared soil subgrode in with this (except for any variances granted)and the approved construction documents. d)The Aggregate Bose material shall be handled and transported to,and on,the work site in a shall be removed immediately and replaced in an acceptable manner ot the Contractor's expense. occordance with Section 105.03 of the Standard Specification. B)The Engineer may,at his sole discretion,accept work that is not in conformance with this policy provided that the manner that minimizes segregotion and moisture loss. H)if the Contractor fails to comply forthwith forthwith with any order mode under the provisions of this b)Aggregate Bosematerials shall be in attordonce with Section 301.02 of the Standard work is bonded for a period greater than three years.The Engineer shall establish the extended bonding requirement. e)Aggregate Basesshall be constructed on prepared foundations and to thicknesses equal or subsection,the Engineer will hove authority to cause nocteptoble work to be remedied or removed Specifications. greater than those indicated on the opproved cnstration documents. and replaced;to causeu nauthorized work to be removed;and to deduct the costs from any monies [)The Aggregate Base material shall be obtoined from a Certified Aggregate Producer in B)Temperature and Seasonal Limitations due or to become due. accordance with Section 917 of the Standard Specifications. - a)The Aggregate Bose shall be placed in accordance with the temperature imitations of Section I)Work done contrary to instructions provided by the Engineer shall be considered unacceptable ond d)The Aggregate Bose material shall be handled and transported to,and on,the work site in a 301.04 of the Standard Specifications. subject to immediate remoal and replacement in accordance with the instructions provided by the rnanner that minimizes segregation and moisture loss. c p Frozen material sholl not be plaed. Engineer. to Bases shall be constructed on S [)Aggregate Bases must be placed and pose proof roll prior to November 30 in order to allow 6)Acceplaae e)greaterapprovedconstruction onDdou and to thicknesses equal a grater than those indicated on the approved resection Oacumenb. 1 paving in accordance with Section 4C(iv)of this policy. A)Before acceptance of any phase of construction,the Engineer shall determine if the improvements B)Temperature ond Seasonal Limitation C)Preporolion ore in sumtontiol compliance with this policy(except for any variances granted)and the approved 0)The Aggregate Bax shall be pored in accordance with the temperature limitations of Section a)The prepared foundation shall be Tree from objectionable or foreign materials of the time of construction documents 301.04 of the Standard Specifications. € plocement. B)The Engineer may,at his sole discretion,accept work that is not in conformance with this policy b)Frozen material shall at be planed. b)The subgrade shall be subject 10 oddianal proof rolls inaccordance with Section 203.26 of the provided that the cork is bonded for a period greater than three years.The Engineer shall establish t)Aggregate Bases must be placedx and paproof roll prior to November 30 in oder to alder i Stondard Specifications just prior to placing the Aggregate Bose on the subgrade in accordance the extended banding requirement. paving in accordance with Section 4C(e)of this policy. with Section 2C(v)of this policy.Uacceptoble oeos shall be corrected to the satisfaction of the C)Preparotion p o Engineer before any Aggregak Box is placed. o)The prepared soil subgrade shall be free from objectionable or foreign materials at the time of C o D)Spradng and Finishing atonement. W 6 a)The Aggregate Base shall be spreod in ncordonce with Section 301.05 of the Stondord b)The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the i Specificotions. Standard Specifications just prior to cloning the Aggregate Box on the subgrade in accordance ` 5 b)The Aggregate Base sholl be compacted in accordance with Section 301.06 of the Stondord with Section 2C(v)of this policy.Unacceptable oras shall be corrected to the satisfaction of FJ a 1 Specificotions. the Engineer before any Aggregate Bose is placed. (n Wr. E g [)Subsequent paving courses shall be placed over the Aggregate Bose within 14 calendar days. D)Spreoding and Finishing > Vie f o Aggregote Bases that by exposed for o period of time grater than 14 colendar days or a)The Aggregate Bose shall be spread in attordonce with Sector 301.05 of the Standard W to Z experience a measurable rain event prior to the placement of subsequent paving courses shall be Specifications. U 0 - subject to inspection ond acceptance by the Engineer.At the discretion of the Engineer,odditional b)The Aggregate Bose shall be compacted in octordaae with Section 301.06 of the Stondord x-1 U O - proof rolls may be required. Specifications. (.Ty F.r c)Connete curb shall be pored over the Aggregate Bose within 14 calendar doys.Aggregate O 2 U 6 Boses that lay exposed for a period of time grater than 14 calendar days or experience a € measurable rain event prior to the placement of concrete curb shall be subject to inspection 2 If ria acceplaace M les Engineer.At the dixrelion of the Engineer,additional proof rollsmaybe X O I requiredo iO W1w aiF SHEET NO. R Iie NOTE:THE ENGINEER AND/OR OWNER DISCLAIM ANY C901 k....Z ROLE IN THE CONSTRUCTION MEANS AND METHODS 1 T, ASSOCIATED WITH THE PROJECT AS SET FORM IN PROJECT N0. k THESE PIANS. W18.0330 0 9 BI 7 I 6 5 c I I 2 I 10 B I B I T B I S I I 3 I 2 1 #1 m CC GENERAL NOTES AG El #5 1. IN CASE OF DISCREPANCIES BETWEEN THE PUN AO THE PLANT LIST.THE PLAN SHALL DICTATE.E N QUESTION.CONTACT THE 2 LANDSCAPE DESIGNER. oe 100 LF 1 R85 •• 43 LF 2 ANY E S NG TREE(S)THAT MY REQUIRE REMOVAL BUT ARE NOT SHOWN ON T E PLAN I T BEING REMOVED SHALL BE BROUGHT TO THE b ATTENTION OF THE LANDSCAPE ARCHITECT.TREE(S)MAY BE RELOCATED(OR REPLACED)TO AN APPROVED ALTERNATE LOCATION C C S81 © ALL SHR BS FOLLOW*.LANDSCAPETO BE COVR 3L J. ALL SHRUBS VWITH AREAS REDDD COVEREDAWITHOTRK CK MULCH BOF$MULCH SHD LL A PR BARK MBY LAN.ALL E GROUND ER ARl BEDS < k SHALL BE COVERED I t-SHREDDED HARDWOOD BANK MULCH.BMT(MULCH SHALL BE APPROVED H LANDSCAPE DESIGNER AND LS SHALL BE UNIFORM N TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBER*.OPERATIONS.NO UTILITY MULCH W V c _ - 1:13 OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. - O O .. AN APPROVED PRE-EMERGENT HERBICIDE SHALL E APPLIED N ALL PIANTNG AND GROUND COVER BEDS AT RATES SPECIFIED BY ,O O AA ^/ \ �� • © MANUFACTURER FOR EACH VMETY OF PLANT. O vD V O Al 5. FINAL PLACEMENT OF PLANT MATERIALS.ETC.SHALL BE APPROVED BY LANDSCAPE TNG VARETY ER BEFORE PLANTING OPERATIONS ARE TO U r #L PROCEED.ALL TREE LOCATIONS SHAME MARKED WITH A WOODED STAKE INDICATING VAND SIZE OF TREE.ALL GROUND U.C C m ff �L, COVER AND MULCH BED UNES SHALL BE MARKED BY A HIGHLY MOLE PAINT LINE WTI OCCASIONAL WOOD STAKES FOR JUSTREFERENCE. m 10 ® \site, •\\ ® #4 ALL STAKES SHAT E REMOVED FOLLOWNG PLANTINGS OPERATIONS.LANDSCAPE DESIGNER RESERVES TIE RIGHT TO ADJUST PLANTY100 LF NIT NO CATIONS ONSITE.` 6. O CATIONS ON SITE. OF PUNT MATERIAL MRL BE ATONED.IF PDMS ARE SHOWN TO E UNAVAILABLE.THE CONTRACTOR SHALL \ NOTIFY LANDSCAPE DESIGNER PRIOR TO BIO DATE IN WRITING.ALL PLANTS SHALL BE INSPECTED ANO TAGGED BE I PROJECT 411 a Nn W M < 11 1'1.P.>•BBRIR IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE.PLANTS MAY ALSO EINSPECTED AND - IZZ •�� •7♦ 997.13 APPROVED DICT REJECTED ON THE JOB CTE. • BBT.tJ ]. ALL PLANTS OF MEET M EXCEED AMERICAN STANDARDS FOR NURERY STOCK,LATEST EORKN.AS SET FORTH BY AMERICAN 1 O :' ��� m ASSOCIATION OF NURSERYMEN. / \ ® B. PLANTS AND ALL OTHER MATERIALS TOE STORED ON SITE MLLE PLACED WHERE THEY MIL NOT CONFLICT WRH CONSTRUCTION 1 .. OPERATIONS AND AS DIRECTED BY OWNER \ % ` f♦. 1�\F.. ,`.` .�O. ` \ 9. ALL NEW LANDSCAPE PIANRNGS SHALL E GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE a ® .� ,Q \ \ DESIGNER.AT THE END OF THIS PERIOD.PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALE r T 1 tIN/ #3 ,'/'' cl) •, rr, AT ND AT MAYBE �j d\ ® .�;; � \ I ® PEAT C OR MPORTED AND OF \ , \ w y / \ \ ` \ V `�' 1,.•A�' ® 12.LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BD DATE OF ANY PUNTS THAT HE FEELS MAY NOT r�' �/ . 1 a` Q 6, ® SURVIVE N APING INN TINGE W V #3 3.ALL LANDSCAPING RANTING$TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER MAINTENANCE TO INCLUDE WATERING,WEEDING. I-� •-' /X 9,0 "Y.Q� 1 CULTIVATOR.MULCHING.MOWING AND ALL OTHER NECESSARY OPERATIONS REOLMED FOR PROPER ESTABLISHMENT OF PLANTINGS. w 1�-1 U Q , i R NOTE:AT END OF MAINTENANCE PERIOD.CONTRACTOR TO REMOVE GUYING ANO STAKING FROM TREES. Nom-' 01 OR C m � � �`� m 100 LF ..CONTRACTOR To s BMR UNIT HRNPRK Es ON EVERY SHALL PE of WORK As REQUES ED BY ANDS APE DESIGNER 0-.1 a t i0 o �� p.', %o�. Y� 15.BAGKDLL FOR TREE AND SHRUB PLANTING SN4L BE 5%APPROVED TOPSOIL AND 25%APPROVED PEAT MOSS.TOP LAYER OF BACKFILL V . ♦•••.�� ♦ {` t��' SHALL BE MO%EXISTING TOPSOIL.A 5106 ANALYSE SLOW RFI F•SE FERTILIZER SHALL BE INCORPORATED INTO BACKFLL AT C, ©� 0 A ✓ O _ ,• \ APPROVED RATES. V / �\ e;:%. �♦R,R M.PROVIDE MNMULI4-PLANTING SOIL N ALL GROUND COVER AND FLOWER MEAS WITH MXORE COMPRISING O ONE PMT COMMERCIAL L p m c_36400 li�♦m m/I.� ���('. �IL\•�''`_ BGEI SED IN OF PIANTNGTM%OPSpI AND aPMTS PEAT MOSS.AFULL.•UYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY �� 'z .,,Y.I�� m�`Q©� i].PLANTS SHALL BEAR A TAG SHOWING GEN.,SPECIES AND VARIETY.REMOVE AT TIME OF FINAL ACCEPTANCE. f:r � .,� 18.PLANTS SKULL BE CERTIFIED BY THE STATE OF*DIANA DEPARTMENT a NATURAL RESOURCES AND FEE FROM DISEASE OR w J '♦ ® \ ��-�N.- 'FAIL" t'• - \\ m HAZARDOUS INSECTS. cr3\r \ ' / RR 1 ` 19.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING UTILITIES PERTAINING TO THEIR PHASE OF WORK �\ / `�\��A,© A / r� �s� �.� � �L UTILITIES ME SHOWN TO BE APPROXIMATE CALL MUTT LOCATE PRIOR TO ANY PLACEMENT OF PLANT MATERIAL OU OTHER LANDSCAPE dA ` \ ` �- `:r` F PV 1 O MATERIAL ` �O,/A /// 1 . ���, `O { ® 20.CWTRACTpi BASKETS ON THE ROOT wPPP ILL BE S FOR MOVED AT THE TON(SEEDING/SC./MULCHFPLANTING. I REOUREMEMS. ' 21.ALL WIRE BASKETS OU THE ROOT BALLS WILL BE REMOVED AT THE TIME OF PLANTING, pp B `�' �i•��i' j' \ 1-�G�-T� �N�,� �� ° CO „.;tom • LANDSCAPE ORDINANCE REQUIREMENTS g., s g e .w/ \� , MIR 54.23 REQUIREMENT: K REQUIRED: PROVIDED: • y\/ 0' �(� �.s `ro�' \ v "�. L SEC. �} I� ® illi84 �.` ♦E ,ILA -FROM(FB): WOE. OVERSTORY TREES(OS) -18 TREES 1051 -tB TREES(05) AG I, 1i•ti �® a�0 ' .$.•,,s` C� 1 ORNAMENTAL TREES(ORN) -4 TEES TORN) -I TREES IORNI Ym1 ♦� '. �Q ���N - tO SHRUBS PER EVERY 100 L.F. -O SHRUBS -NO SHRUBS , f ,,, ',� ` , .r� ,°� m M .4°.** ..�.� 1151.4f. NI 100 LF 3M�•.,I ' �,�� •� N/ GIDE(SB): SWDE; NOVERSTORY TREES(OS) II ARE EXISTING TREES -22 TREES(OS) -22 TREES TOS)" S•'11()'4"E[, ♦i, '\�� / \ �. . -`•LL� 1 ORNAMENTAL TREES(ORN) 6TREES(ORNN) -6 TREES(ORN) s FB 4 S3- 8'4 • ..2T /- ` • e . • • A V ,� 10 SHRUBS PER EVERY 100LF. -SN SHRUBS -St SHRUBS ..��\,. f •` WI/MA {, -Q - 'E`E'AyIL�' * -REAR(RBI' 30.WIDE. 10 GVERBTORY TREES(OS)(MINIMUM OF 3 WET E EVERGREEN NEVI) 0.5 TREES(OS) -45 TREES(OS) \ URI \\\ '51114V \='F� t\1 �`,, ��'�m V , '�� P •\1� FSO A�7 m 30RNMO(TATREES TORN) tN TREESlORN7 -1.TREES TORN', \\ / \ \ LE \ t 25 SHRUBS HER EVERY IW L.P. -111 SHRUBS -1,1 SHRUBS 10, #4 ® L ♦ :�e0 h{• , M. T < **** 41• ac OTO_ cm NE 97 LF QR ♦I/9 / \ IZI$ \\ mR0 ZO FOUNDATION PUNTING IFP( RI• RUBS AND/OR GRASSES MOUND ENTRE PERIMETER ~ •.�� 0E�♦ 0e .‘70, • �`♦ /J ', • , \ `,�•A•I ` ,look 21 10P NT SCHEDULE 1�i� .. 6E3101 60TANICALNM E NAM7\%611121110 � � �SNI,\s� v _, 9.DEBREs DDB 0111111111010/4 ÷ ...� �tAo QR �'. ; � ® II;�'\ .l'� .•�, GT CION SNR a uIARBu.OaE' L.'y�" e � �0 S ° - :: ::,0•.C` % � DR ODERCU RUB.AR 2112 R6I,DAI,SWESTG ,12 ,P = SEE PSEE RUMLAN X :.. '�c, �, A 10 0. 7En #3 ' / f,e► a.-:?sl:;,'o ' �� m RDREENIVGLA,G COLORADO ME SPRUCE e 33 X X '`" m ♦ . Ifs 100 LFk\\\ \ ' �► *;: .•• i . 0 100 LF N�P NRE BEE NAN o�,A,NNII N,\\ " \� �© �, ��, + VINNAMENRAUNPERsroRYTr��� AD AMIANGMERX DRAMR„MNB IIRMMNKA /2 X SEE MAN 10 ® q � L' .47...,11/47:-., ® CC GeaM9CANAPENSGa DIFl EASTERN REnND Y„rr n X SEE PLAN X ,..... " ) � 5 SHRUBS 10 \ \, \ r ,,\` I' ' C".�% 1122 M ARO• CLEINMM RA NR S SBLACK.015ESERNT WEET F a 514 SEE PLAN MIN Le. VERN SEE PUM1 10,1w VIER. 1[9.1.i QR � 'S' � �,�� F '/►•�'A / LS • „BXe«M�6«AA MAPLELEAF VIBURNUM ,24. .- M PON MIN r n.E. #2 43" �; /�=.3� 3 VIBURNUM5%1�q NMOOG EMPOB; NNuPM MN n.A 100 LF mama.PIIGTRNIDIDNTosum.v2AM VIBURNUM IISEE RAN MIN 111. •M. , .y11\' (p �i`��_; V?r'API M DENSE YEW Mas X SEE PUN AIN n.. • W �.a o��\�!% °t ; dElir 1111 m 67 LF MM.T ice/ ��,►��� Ell �/ m POND N.P.=679.00 #1 fid?' , K 100 VCT.=883.6] �r• 00 11•NTi ti4 TO =686.6] it 100 LF 10 � - o1,4-44/0!‘� Q � * / W � a oR 'tT,{,, A 100 LF v o a �. . I LANDSCAPE PLAN NOTES rr Lu - w U w FBI / I ' Oj EmASOD(A ERRATE)-FOREED, EFERTOPERMANENT EEDINGLHMT w �. ON SHEET L201 LANDSCAPE DETAIL SHEET.300 SHALL E CERTIFIED GRADE M,I EM CULTIVATED GRASS SOD;OF'ADVENTURE BLEND'TURF TYPE TALL FESCUE IB , 8� Q O O U GENERAL CONTACTOR). / o O 5 ^ ) . L.L. O LANDSCAPE ED EDGE(TVA.) • ,F--� • R S ' 1 O MULCH W_'�� E KnoutWhat'BbBIOW. 0 $ F a• s \\\\\\I \ � SB1 #1 LEGEND Call before you dig. T` amla Indiana GITL \`\ LS 100 LF �,TE 8,' a �z L 1�� B E AM TRIANGLE SCALE: 1" _ 30. P.mom>,tirt w Ic - 711. gSye 1 RR wmoc.'R114F � l I \ 5 3 0 15 w eo d,'°��d W18.0330 10 I 9 B 1 T 6 1 5 I 4 I 3 I 2 I 1 10 I 0 I R I T I 6 5 [ . - SPECIFICATIONS SITE PREPARATION V DEFINES EWE AND _GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE HOLDS IN MULCH 0 _ 00 M PREPARE ASMOOTH.FIRM SOIL SURFACE AND APPLY SOL AMENDMENTS.IRRIGATION FRIGATE AS NEEDED TO ENSURE N J E OF M ROOTING OF SOD. /SHREDDED 5 N MATERIALS . y L ;, Hg,2 g,._HARDWOOD MULCH ` , / \ u c i SOIL AMENOI.EHTS-SELECT MATERIALS MID RATES AS DETERMINED BY A SOIL TEST(CONTACT YOUR COUNTY SOIL AND r a WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOIL IPORMATION.NCLUDNG IPII, 2 11-.II 1I II 11=1""I I - Q A M AVALABLE SOL TESTING SERVICES.)OR 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER.OR EQUIVALENT. II: I 11=1r II 11 �I� - �- .A SOO-SELECT A HIGH QUALITY,HEATHY,VIGOROUS VARIETY WELL A04PTED TO TIE REGION AND COMPATIBLE WITH THE g 11=11 II 1r .� I II 11 n 11II 11 Y= -m UD d -INTENDED USE 1=11#110.11011=1 ..011=11011011#11=11#1 ` INSTALLATION II:11 IIII n e. II II II II fi 11=11 � _ - `o w VI IIlIPII 11 11IIPi F 11 1111 71 II u 1 c .o No o s SOD SHOULD NOT BE INSTALLED WRING HOT WEATHER.ON DRY SOL.FROZEN SOL,COMPACTED CLAY.LOOSE SAND OR I m' T = IL�11II= 1 -_I I ft. V- GRAVELLY SUBSTRATE SONS.AGGREGATE.OR PESTICIDE TREATED SOIL THE IDEAL TIE TO LAY SOO IS MAY 1 TO JUNE 1 OR II. II 11= I'°°1r 71=11 II J1- : P ." Io N n SEPTEMBER I ED SEPTEMBER 30,ALTHOUGH R CAN BE INSTALLED AS EARLY AS MARCH IS IF AVAILABLE OR JUNE I TO 11=11=11-11-1111=11=nG1. B O e N s 3 SEPTEMBER 1 F IRRIGATED. 1=II=R n]I-11011- I F SPEY RUBBER HOSE C ISG 0 1I S SITE PREPARATION EXISnNG GROUND DOUBLE STRAND 12 GAUGE RARE AN e a --- ���1�IuI�I�`�I�/,� 1. APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. COVERED W/2-PLY RUBBER HOSE 'O A r 0 r -- �I�,L JbA' /1�''Ir'r� 2. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGEAND ROW.OCREATE A SMOOTH,FIRM SOIL SURFACE. Or 3 mmen •JJlL_' �y7•_CN�' S WHERE APPLICABLE,USE A CHISEL PLOW.DISK HARROW,OR RAKE TO BREI(UP COMPACTED SOLS AND CREATE A P ED FLUORESCENT ORANGE .--;'.v.44.` =+T'1. S% FAVORABLE ROOTING DEPTH OF SIX TO EIGHT INCHES. CUT BACK SLOPE RE FLAGGING(iW.) - GAP SOD BED PREPARATION V-CUT LANDSCAPE BED EDGE DETAII. TO PROVIDE - _4T „E"s LLL„ 1. TEST SOIL TO DETERMINE PH AND NUTREM LEVELS. A FLAT SURFACE '-t. r 4 NCH DEEP SAUCER CROSS SECTION 2. IF SOIL PH IS TW ACIDIC FOR THE GRASS SOD TO BE NSTALLED.APPLY LIME ACCORDING TO SOL TEST RESULTS OR AT TEE FOR PUNTING I RATE RECOMMENDED BY THE SW SUPPLIER ; I- 1 6'STEEL TEE POST 1 BACKFILL MU(-7514 TOPSdL MID 25%PEAT L APPLY FERTILIZER AS RELOMAENDED BY THE SOIL TESTAE TESTING WAS NOT DONE.APPLY 400 TO 600 POUNDS PER KITE OF NOTES s _ MOSS.TOP LAYER SHALL BE tOp%TOPSOL II II=II= 12-1212 ANALYSIS FERTILIZER OR EQUIVALENT. RIAISIEWAAIIINIEWil 4. WORK THE SOL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOL WITH A DISK OR RAKE OPERATED ACROSS THE SEE LANDSCAPE NOTES FOR II ILII II II SLOPE. INDSNRBED SUBSOIL IIIIII. S. RAKE OR HARROW TME AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTPACK THE SOIL SURFACE TO TIE TYPE OF MULCH MATERIAL pay N o II-n=IICIIp-II=II=11- CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. TO USE U -:IIe lltlrn,Plln II.�I II- I MIND THE SOD S LAYER OF VT -TOP OF ROOT BALL TO BE REMOVE BURLAP FROM TOP 1n OF THE BALL. - U : N •'II-II-II- 1. STORE BOD WITHIN SHOOED THIRTY-SIX HOURS OF ITS CUTTING. YETI FAZE SET 4.HIGHER THAN ADJALEM REMOVE ALL ROPE,AND METAL BASKETS ^ -.1.4.), V =11�71kI�. 2. STORE TEL SOD N A SRADED LOCATION DURING INSTALUT ON. Y u OF MACHNIF EARTH GRADE. _ 11 ,,,,,,r - F (,� t . ���' 3. MAEOIATELY BEFORE LAYING THE SOD.RAKE THE SOL SURFACE TO BREAK ANY CRUST.IF THE WEATHER IS NOT,LIGHTLY M��aK u.1��I 1 r '$ ` i[-1I-=1I-11=II=1I= IRRIGATE THE SOIL SURFACE PRIOR TO URIC THE SOD.) WEED FABRIC „ (I 1 O TREE PLANTING ON SLOPEno SCALE) .� c� V ,-'II=II=II=II=II=II=II- 4. LAY SOD STRIPS INA ITLGOBRICK-LIKE PATTERN Ly VV II Q R -- •®- SII-.II.-II-II-II-II.-II. S. BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER(W NOT STRETCH OR OVERLAP REM).USING A KNIFE OR MASONS TROWEL ,. O 1 N TO TRIM AND FR SOD INTO FREGUARLY SHAPED AREAS. II .E, +x PERSPECTIVE VIEW 6. ROLL THE SOD LIGHRYATERINSTALLATIONTOENSURE FIRM CONTACT BETWEEN THE SCO AND SOIL FC/ IED LI) ]. IRRIGATE NEWLY SODDED AREAS UNIT THE UNDERLYING SOILS WET TDADEPTH OFFWRINCHES.AROTEEH KEEP MOIST a � E ^ 0 IM"I Z 3 UNTIL THE GRASS TAKES ROOT. REMOf`--lF V ,-- SLOPE APPLICATION 140144000EGIallE (7) m 1. INSTALL THE NCOSTRPS WITH THE LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ROOT COWMEN. fr ...ARES z J 2. WHERE SLOPES EXCEED A RATIO OF 3.1,STAPLE OR STAKE EACH STRIP AT THE CORNERS AND IN THE MIDDLE. ill CHANNEL APPLICATION • I. - RR • (SODDING PROVIDES WTHAN QUICKER PROTECTION TN SEEDING AND MAY REDUCE THE RISK OF EARLY WASHOUT.) , RIReU SEE PSIER S.EDULE FOR IPACNc 1. EXCAVATE THE CHANNEL,ALLOWING FOR THE FULL THICKNESS OF THE SOD. 2. LAY THE SW STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL FLOW. IBMBI POW 3. STAPLE OH STAKE EACH STRIP OF SOD AT THE CORNERS AND N THE MIDDLE. A STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NETTING OVER THE SODDED AREA TO MINIMIZE THE POTENTIAL FOR PLANT.SOL SNALL - WASHOUT WRING ESTABLISHMENT. MAINTENANCE �wo EXIHNI RPDILBEEDD gv. _INSPECT WITH24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS UNIT SOD IS WELL T' ; F S KEEP SOD MOIST UITL FULLY ROOTED. GROUNDCOVER PLANTING _ _'� B l9 AFTER SCO IS WELL-ROOTED(TWO TO THREE WEEKS),MAINTAIN A PLANT HEIGHT OF TWO TO THREE INCHES. rye AME MOWING TO AVOID RUTS IN TURF. NO SCALE) C H Egig _FERTILIZE TURF AREAS ANNUALLY.APPLY FERTILIZER N A SPUR APPLICATION.FOR COOL SEASON GRASSES,APPLY ONE-HALF . G _ NN OF THE FERTILIZER IN UTE SPRING AND MID-ALF IN EARLY FALL FOR WARM-SEASON GRASSES,APPLY ONE-THIRD IN EARLY SPRING,ONE-THIRD IN UTE SPRING AND ONE-THIRD IN MIDSUMMER. >•S - REFERENCE IN CHAPTER]PAGES 47-150 IN THE INDIANA STORM WATER QUALITY MANUAL 2 SOD APPLICATION DETAIL H (NO SCALE) FpLfR "\%' d REIS SLOB Q ii`�i\�'i\\�i�N4)KJi S ..000.i�ii.43..P.:��Aik4.. . £ i.,&._,4.41_,V*,.....,,, GRADE LAWNS AND SIONMAN,EI.MIaA.M. s; �+E ®MD Bo AEMADM..MH® INmAMNI F =r_Ir�Ir-_�-r 1r-r -n r n Il-n Aarn-1r 1r-> r i 1r n 1r n 1r_1r1r11 n 1r I R A u�R1 11 11-i1a1-n-Un n n-nn A n n-n 11 o-n-n-1- .HOMO Y DY - - n=n=11=11=_ • - SHRUB DECIDUOUS TREE 1 NMI NM .W Ym]A LANDSCAPE MOUNDING DETAIL • STALL (11Ar+rrn umRl IND SCALE) Y .11 MaV* II end 4ra•sui l a hap* CMAYYANDUMSOf fINIL9RLAlEDRW 5 s ad WIW \ \/1 Anmmawy �y ' MED NIzvo MTA Na M.PUPA Lm NM PMYAISOL Ix 'S're ledli.de•d.gd "l�,Y`, nrn°wM baee Mw d.:.bd•.. /:: .....0c., � .eeaNnLv.rcuxM Ym]I w1 bda.bvdrw ..•..ed b.IP 6/��.F'�J� :“. ' LKNnw•MrAp.Ms auA Wer N... Jae Rei,,. .am,w,,„. eA. ,oui h d.aa.or pa e.L........•,.•.I.,I. ` N..��P..�F .La .TO 711 YYYsum( N` .em n,.'d.A..• -. ♦ t ..Yr ..,.,.CLa,R LL.. MI W SCOL • ' /�,0 • v Lw.e N..bwiUh -,........: ctea.aawe HO LBS MM. `�,.,�6r %v'•i 2,dr iw. YAC..e,;,a;-qd , A -nwlwe .MPD„PrY.NLOPA.F aDM. " ?h j �' n o_L.rL Fei wdJ+. _ Y.,,. _„PaL.e_ N.AAdd r NOTES _ i rsR" e -P.HM1 goi ,]. PNas 1. OAT°OWN.,C.LMPAMON OR NURSE CROP MAV BE USED AIM ANY OF THE ABOVE Rel T2 ed..d -IAd s.Ie PERMANENT EEN.°MXTIRES..AT TH FOLLOWVD RATES. I. IA1 ` Indww1ALM 1A SPINO OATS-ONE-FOURTH TO THREE-FOURTHS BUSHEL PER ACRE � L ` eeee..LH.3.dr -Fwd P� 2 A ASH EXISTS ON STEEP BANKS. `wHEAT-NO MORE THN1 ONE-HALF BUSHEL PER AC. C) A' d"Y""I CUTS.AND IN CHANNELS AND AREAS OF CONCENTRATED c 11111111/ INSTALLATION 410 t. GRADE THE SRE TO ACHENE POSITIVE DMNAGE. 2 ESTABLISHMENT OF VEGETATION(COMPOST MATERIAL MAY BE AOUEO TO NERO.SOL MOISTURE HOLDING CAPACITY,SOL FRIABILITY,Alp NUTRIENT NMLABLDY.1 SEEDBED PREPARATION . TELT SOL TPH AND NUTRIENT LEVELS. J CD 2 APPLY SCO NADOMENTSAS RECOMENDED TANOW ORKOBO T HE UPPER TWO TOFOUR IHESOFSOL FTESTNGSNOT DONE,APPLY 400 TO m0 FOUNDS PEAC.OF ANALYSISFERTILIZER.OR EQUIVALENT. J. TLE THE TrOORTAINAUIORM SEEDBED. USE A KORRAE.OPERATED THE SLOPE,TO WORK T.SOILNMNDM:N19 PITO THE UPPER Two TO FOURR.H. OF V TIE SOL. . SEEDING OPTIMUM EEDNG DATES ARE MARCH I TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. PERINNENT D•D DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO E RNGATED. OPTIMUM S...DATES IS STILL HE UNDOUTSIDE OR ERSTAND. POSSSLE MTH TSEEPING le SE NiAT RESEEDING WF NG OR OVERSEE.. Y BE REIRED ADEQUATE COVER IS NOT KHFVED.RESEEDING OR OYEREEDNG CAN BE EASILY CONIFEROUS TREE TREE ACCO ' F DIE SOIL SURFACE RESIANSWEU.PROTECTED MnIMULCH I. SELECT A SEEDING MOIRE AND RATE FROM TABLE I.ELECT SEED WTRE BASED ON 2 - SITE CONDITIONS.SOL PH,INTENDED LAND USE.AND EXPECTED LEVEL E MANTENAACE 2 APPLY SEED UNIFORMLY WITH ADRLL OR CULTPACRER SEEDER OR Br BROADCASTING. PUNT TO DEPTH OF TO ONE-HALF NOL F DRILLING - OR.0AtCOVERTHHE SE_ED..SURE ED SEED-TO-SOIL CONTACT BY RIMING THE Itanrava E a...6wL.. erw...aP ad SEEDBED ISEEDING,IS TDONIE ROLLER AA IWOROR O EEDERR.FAFEEnnuZER AND MULCH AOL BE EAPL DS a., 1 0 MACH .. be.6 LSEEDED AREAS AND USE APPROPRIATE SIE,OIDS THE TAI ED N A SLURRY AMORE. MOOR THE MNLCH IN 1.k irs..1.We NI...wonlyBedw PUCE CONSIDER USING E ROSIN CONTROL BLANKETS ONSSL SLOPING AREAS MD 4.10 U*^ brunbrunt,.beim a• a dor\ CONVEYANCE CHANNELSI .0'I MAAKIT . 1pdaf N...e P A•bR. INsPE MAINTENANCE a '^'dam^ '(\ HOURS OF EA.RAN EVENT AND AT LEAST...EVERY SEVEN IT C4 MIs A . r(` N u E D R GATS U„n TIE VECETATIN 1S SUCCESSFULLY ESTABLISHED. ` 1 2. OMAKTERETICS Of A SIF.SSFUL STAND NCLLOE VIGOROUS DARK GREEN OR 4 x E ALM ms•a.gd w R• M.a•.e.ed -S) 4 PEAR EROSIONORSMOAEMENT OFUGMUnCN_TATNE LOVER DENBTYEmPERCENT ` WNFLOTLONIBIaa 1a�1, G Wow a ,Y.sad..a. OR ACRE APPLYD AND 0 al H 333 In- Awe 4. REPMR DAMAGED.B.E.CAUL LIED.OR SPARSELY VEETATED AREAS AHD THEN AND MULCH Isd , F PUNT COVER ES SPARSE ORPATCHY.EVALUATE THE PUNT MATERIALS CHOSEN.SOL i9 RDW W. bd-cd...M• - N......4`bdb OT1"�'� • N .-N'A'P IAN S FERTILITY.MOISNRE CONDITION AND MULCH APPLICATION.REPAIR AFFECTED AREAS I.y.,d.3 .2,,,.,daw EITHER By ovERSEEOrvG OR PREPARING A NEW SEEDBED AND PESEEDMG.APPLY AND ^ ANCHO MACH $ Ie.. .]]. GAA T`i MANN,.4 Inc(em. Ga^B prods a FVE VEGETATION FATS TO GROW.CONSIER SOL TESTING TO DETERMINE SOL PH OR I.�H W K, R _ .. -Fa.A Poi Gia ld..�ubinA V Y I ] DISTRICTTORC FERTILIZATION TOOEFOURA ASSISTANCE.) CONSERVATOR •a w V I..� I�•• ` ,/ DEFICIENCY Q SA�,M... �JCOOP( OFFICE FOR �F,.. ������•� CCU Cy4 ^ F ADOTIwi A SATISFACTORY STAND.DO SO Y 17.2,.•]'4 r='I w ACCORDING TO SOL TEST RKOMENDATINE. 1.1.11 . r=if--.. O 2 I M+J •t.e.-: I. FERTILIZER THE EOUOWING GROWID SEASON.FERTILIZE KCOFONG TO SCO TEST T'm�'f'1_L--g1E'i • Vd ▪ E iI I I. FERTILIZE T ARES.ANUALlr APPLY FERTOZER IN A SPLIT APPUGATIH.FDR r=11-i�_II-.11- 0 al S COOLE..soN GRASSES APPLY ONE-HALF Of THE FERTILIZER IN LATE SPRING AND 1f=71=f=Tl=I c) e i ' S ONE HALF AN EARLY FALL.FOR wAWASOSON GRASSES.]sMY ONE-THARDN EARLY _ s• IE• 2 -- SPRIG.ONE-THIRD N UTE SPRING,AND THE RpuBNG ONE AMD N MOLE SLYER 1 5 l•1 B . - MLD sm.,PEA Svees R.a ` TABLE I.PERMANENT EEDNGRECOMMENDATO. $ O - a i „ ° THIS TAME PROWLS EVEOT BEER MIXTURE OPTDN6 ADDITIONAL SEED MIXTURES ARE ° $ e AIII SlBE COMMERCIALLY WHEN SELECTAIGA MXLURE.COIBOERD RDEDUM USE LUW a11Pa MTAEo.BE0xTl1¢ d .. D SITE CON01iINS INCLUONG SOL PROPERTIES IG..SOLI PH ANO ORVNAEO SLOPE t iiREF E� R,.AGBAI � E�NA~A, awAM NANOSHEET200 =s _ 4111) Q SPECT D GRAVEL MOWING STRIP hYt ----i PERMANENT SEED (NO SCALE) PROJECT NO. '3a1 W18.0330 10 6 I 3 I I 6 5 I 4 I 3 2 I I