Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1
U m Q U o_ O 0 Q 0 W Q o` 0 0 N N Q 3 N N W O U 0 U i C W U / N N (`') O N 00 O 10 O / O O N / X MUNICIPALITY: CITY OF CARMEL MAYOR: JAMES BRAINARD DIRECTOR: MIKE HOLLIBAUGH DEVELOPER: BROWNING INVESTMENTS 6100 WEST 96TH STREET SUITE 150 INDIANAPOLIS, IN 46278 JBrowning@browninginv.com ENGINEER: • Cripe N%liIIIIIII0 Sdudons b,/Dedgn Sime 1937 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, INDIANA 46240 MAIN (317) 844-6777 FAX (317) 706-6464 CONTACT: CHRIS WISEMAN, PE CWISEMAN@CRIPE.BIZ LOCATION MAP: O DESCRIPTION CS COVER SHEET C101 EXISTING CONDITIONS AND DEMOLITION PLAN C201 SITE PLAN C202 s C203 SITE DETAILS C204 CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY C205 CITY OF CARMEL CONCRETE CURB POLICY C301 GRADING PLAN C302 E 2%M ST C401 STORMWATER POLLUTION PREVENTION PLAN C402 STORMWATER POLLUTION PREVENTION DETAILS C403 STORMWATER POLLUTION PREVENTION NOTES C501 UTILITY PLAN t UTILITY DETAILS E ST C701 STORM SEWER PLAN AND PROFILES D.O.C.S. 317-571-2417 T i STREET DEPT. 317-773-2001 O SANITARY 317-571-2634 0 0 0) (D V d N (Do o U p + + N O c > > E w m Q w U > c 6 N > QU-ww� 0 0 9 0 9 0 0 O N N O 4fx _s'at��fis: > O r\ O 0 c .Q n -i O U Q� is C), M 01 G i' IN m U Vf 22% 1 1 n` O VJ fir, LU U LU � CV 3 V,Z 5� `= 'N LTJ - �0 0� Q r, , O O - E7 H T 010 to .Q I T CERTIFIED B . d 7 Fti`'� Q, S. s r60 ' 'v PE E 246: T O ,�< ONAL nnnuu,,,uuuao�`� 3 a . COVERING SITE PLAN 41 Caflbetilveywft FOR CALLS IN INDIANA IL L fREE w,S�l Jared Syaldl, e Checked By: NE St 47 W s David Lack, Scale:0 S le: Sheet 23 ^ 2 /� TH i Project Number 060384-20322 ... _ , 0000 s TH T 'K i C 1a IN UJ 7t6 st i 1 4 +ax 4Y. y Citg Y .N E `. ` 61 41Uur'0r EtTEt L 48 �I d Now l rrrl Ilia SITE VICINITY MAP: O DESCRIPTION CS COVER SHEET C101 EXISTING CONDITIONS AND DEMOLITION PLAN C201 SITE PLAN C202 s C203 SITE DETAILS C204 CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY C205 CITY OF CARMEL CONCRETE CURB POLICY C301 GRADING PLAN C302 E 2%M ST C401 STORMWATER POLLUTION PREVENTION PLAN C402 STORMWATER POLLUTION PREVENTION DETAILS C403 STORMWATER POLLUTION PREVENTION NOTES C501 UTILITY PLAN t UTILITY DETAILS E ST C701 STORM SEWER PLAN AND PROFILES D.O.C.S. 317-571-2417 T i STREET DEPT. 317-773-2001 O SANITARY 317-571-2634 0 0 0) (D V d N (Do o U p + + N O c > > E w m Q w U > c 6 N > QU-ww� 0 0 9 0 9 0 0 O N N O V) N N � �v > O r\ O 0 c .Q 0 a N_ O U Q� is C), M 01 G i' .D m U Vf 22% 1 1 n` O VJ r � +_ � LU U LU � CV V,Z 5� `= 'N LTJ - �0 0� Q o O O - E7 H T 010 to .Q I T CERTIFIED B . d 7 Fti`'� Q, S. s r60 Q 'v PE E 246: T O ,�< ONAL nnnuu,,,uuuao�`� it ST COVERING SITE PLAN 41 Caflbetilveywft FOR CALLS IN INDIANA IL L fREE Drawn By: Jared Syaldl, e Checked By: St 47 W s David Lack, Scale:0 S le: Sheet 23 ^ 2 /� TH i Project Number 060384-20322 s TH T 'K i C 1a IN 7t6 st i 1 4 +ax 4Y. y .�T EtTEt L �I d t MST 161 T T E iS9ST 1 166 N St � €d6T ST 3 - TH StQTY N> 3 E 1 MUS T _ j t Ti r 11 Tt1 r w1 tH tl� M iT SITE CONSTRUCTION PLANS INDIANA SPINE HOSPITAL MEDICAL OFFICE BUILDING LOT 2 DESCRIPTION Part of the Northeast Quarter and part of the Northwest Quarter of Section 26, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of the Northeast Quarter of said Section 26; thence North 89 degrees 06 minutes 45 seconds East (all bearings are based on the Indiana State Plane Coordinate system, East Zone (NAD83)) along the South line of said Northeast Quarter 113.67 feet; thence North 00 degrees 53 minutes 15 seconds West perpendicular to the last described line 60.00 feet to the southern boundary of land described in Instrument No. 2015032568, recorded in the Office of the Recorder of Hamilton County, Indiana and the northern boundary of land conveyed to the State of Indiana as described in Cause No. 29C01 -1205 -PL -005781 (the following sixteen courses are along said northern boundary and the eastern boundary of said Cause No. 29C01 -1205 -PL -005781); (1) thence North 59 degrees 28 minutes 32 seconds West 53.04 feet; (2) thence North 20 degrees 28 minutes 27 seconds West 73.18 feet; (3) thence North 09 degrees 09 minutes 44 seconds West 53.88 feet; (4) thence North 83 degrees 39 minutes 10 seconds West 55.03 feet to the southwest corner of land described in the Dedication and Deed of Public Right of Way recorded as Instrument No. 2015062697, in said Recorder's Office, a mag nail with washer stamped "Cripe Firm No. 0055", and the POINT OF BEGINNING; (5) thence continuing North 83 degrees 39 minutes 10 seconds West 28.77 feet to a 5/8 inch diameter rebar with a yellow plastic cap stamped "Gripe Firm No. 0055" (hereinafter referred to as a "rebar); (6) thence South 12 degrees 31 minutes 27 seconds West 76.33 feet to a "rebar'; (7) thence South 37 degrees 33 minutes 29 seconds West 29.13 feet to a "rebar'; (8) thence south 57 degrees 04 minutes 28 seconds West 32.58 feet to a "rebar; (9) thence South 71 degrees 55 minutes 18 seconds West 50.64 feet to a "rebar; (10) thence South 81 degrees 49 minutes 50 seconds West 70.01 feet to a "rebar"; (11) thence North 80 degrees 17 minutes 20 seconds West 68.62 feet to a "rebar; (12) thence North 35 degrees 52 minutes 46 seconds West 71.39 feet to a "rebar"; (13) thence North 24 degrees 20 minutes 50 seconds East 74.57 feet to a "rebar"; (14) thence North 04 degrees 38 minutes 18 seconds West 35.17 feet to a "rebar and a non -tangent curve to the right having a radius of 2128.83 feet, the radius point of which bears South 61 degrees 32 minutes 06 seconds East; (1 ``) thence Northeasterly along said curve 352.04 feet to a "rebar' which bears North 52 degrees 03 minutes 36 seconds West from said radius point; (16) thence worth 35 degrees 44 minutes 35 seconds East 206.40 feet to the East line of said Northwest Quarter, the western boundary of land described in Instrument No. 2015040336, recorded in said Recorder's Office, and a "rebar (the following five courses are along said western boundary and the southeastern boundary of said described land; (1) thence South 00 degrees 09 minutes 45 seconds West along the East line of said Northwest Quarter 147.16 feet to a "rebar; (2) thence South 43 degrees 21 minutes 01 seconds East 183.03 feet to a "rebar and a non -tangent curve to the right having a radius of 456.95 feet, the radius point of which bears South 35 degrees 27 minutes 42 seconds East; (3) thence Northeasterly along said curve 53.05 feet to a "rebar which bears North 28 degrees 48 minutes 36 seconds West from said radius point; (4) thence North 61 degrees 15 minutes 54 seconds East 200.38 feet to a "rebar' and a non -tangent curve to the right having a radius of 102.57 feet, the radius point of which bears South 30 degrees 36 minutes 03 seconds East; (5) thence Northeasterly along said curve 18.06 feet to the southwest comer of land described in Instrument No. 2015040338, recorded in said Recorders Office and a "rebar' which Lears North 20 degrees 30 minutes 53 seconds West from said radius point; thence North 80 degrees 07 minutes 52 seconds East along the southern boundary of land described in said Instrument No. 2015040338 a distance of 28.52 feet to the northwestern boundary of land described in said Dedication and Deed of Public Right of Way recorded as Instrument No. 2015062697 and a "rebar' (the following four courses are along said northwestern boundary); (1) thence South 63 degrees 57 minutes 03 seconds West 53.51 feet to a "rebar; (2) thence South 61 degrees 09 minutes 59 seconds West 87.26 feet to a "rebar; (3) thence South 60 degrees 45 minutes 53 seconds West 120.01 feet to a "rebar' and a non -tangent curve to the left having a radius of 414.81 feet, the radius point of which bears South 30 degrees 19 minutes 51 seconds East; (4) thence Southerly along said curve 300.91 feet to a point which bears North 71 degrees 53 minutes 37 seconds West from said radius point and the POINT OF BEGINNING, containing 3.147 acres, more or less. PROJECT DATA: PROJECT ADDRESS TOTAL DISTURBED AREA BUILDING AREA FLOOR AREA RATIO STANDARD SPACES PROPOSED ACCESSIBLE SPACES PROPOSED TOTAL PARKING SPACES PARKING SPACES REQUIRED ZONING: 1435 PEN[ISYLVANIA WAY, CARMEL, IN 46032 3.109 AC 19,471 SF 0.174 149 6 155 155 B-6 & U.S HIGHWAY 31 CORRIDOR OVERLAY ZONE NINETY (90) FOOT BUILD -TO LINE FROM U.S. 31 FIFTEEN (15) FOOT MINIMUM SIDE AND REAR YARD SETBACK TWENTY (20) FOOT MINIMUM FRONT YARD SETBACK ONE (1) PARKING SPACE PER 250 SQ. FT. OF FLOOR AREA ONE (1) BICYCLE SPACE FOR EACH 20,000 SQ. FT, MINIMUM OF 4 SPACES SHEET INDEX: SHEET DESCRIPTION CS COVER SHEET C101 EXISTING CONDITIONS AND DEMOLITION PLAN C201 SITE PLAN C202 SITE DETAILS C203 SITE DETAILS C204 CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY C205 CITY OF CARMEL CONCRETE CURB POLICY C301 GRADING PLAN C302 FLOOD ROUTING PLAN C401 STORMWATER POLLUTION PREVENTION PLAN C402 STORMWATER POLLUTION PREVENTION DETAILS C403 STORMWATER POLLUTION PREVENTION NOTES C501 UTILITY PLAN C502 UTILITY DETAILS C503 UTILITY DETAILS C701 STORM SEWER PLAN AND PROFILES BENCHMARKS: REFERENCE BENCHMARK: INDIANA DEPARTMENT OF NATURAL RESOURCES CONTROL STATION TABLET (STAMPED "HAM 60 1989") SET IN THE TOP OF THE NORTHEAST WINGWALL OF THE 136TH STREET BRIDGE OVER WILLIAMS CREEK, LOCATED 14.4 FEET NORTH OF THE CENTERLINE OF 136TH STREET„ 0.6 FEET SOUTHEAST OF THE NORTHWEST FACE OF THE WINGWALL, AND 0.7 FEET BELOW THE ROAD. ELEV. = 990.52 (NAVD 88) T.B.M.; THE SOUTH CAP BOLT OF A FIRE HYDRANT LOCATED ALONG THE NORTWEST SIDE OF PENNSYLVANIA WAY APPROXIMATELY 430 FEET NORTH OF MAIN STREET. ELEV=875.62 AGENCY &UTILITY INFO: AGENCY/UTILITY PHONE NUMBER WATER DEPT. 317-571-2443 DUKE ENERGY 317-896-6711 U N VECTREN 317-776-5532 AT&T 317-252-4275 BRIGHTHOUSE NET. 317-632-9077 CITY ENGINEER 317-571-2441 D 0 CITY UTILITIES 317-571-2443 CO. SURVEYOR 317-776-8495 D.O.C.S. 317-571-2417 STREET DEPT. 317-773-2001 O SANITARY 317-571-2634 CAUTION LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID EXISTING UNDERGROUND UTILITIES SHOULD BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION. CRIPE TEAM: PROJECT MANAGER PROJECT ENGINEER PROJECT SURVEYOR QUALITY ASSURANCE CHRIS WISEMAN, PE JARED SVALDI, EI ERIC WHITE, PS DAVID LACH, PE 317-706-6429 317-706-6394 317-706-6333 317-706-6361 U 5= Q5 Q J i 0 Q U N C D 0 O � O 0 0 0) (D V d N (Do o U p + + N O c > > E w m Q w U > c 6 N > QU-ww� 0 0 9 0 9 0 0 O N N O V) N N � �v > O r\ O 0 c .Q 0 a N_ O U Q� C), M 01 G .D m U O n` O VJ r � +_ � LU U LU � CV V,Z 5� `= 'N LTJ - �0 0� Q o O O - 3 C� 010 to .Q CERTIFIED B . Fti`'� Q, S. s r60 Q 'v PE GOA OJ O ,�< ONAL nnnuu,,,uuuao�`� Date COVERING SITE PLAN DESIGN Caflbetilveywft FOR CALLS IN INDIANA IL L fREE Drawn By: Jared Syaldl, e Checked By: Quality Assuranc ' David Lack, Scale:0 S le: Sheet 23 ^ 2 /� Date 02\-23-2017 Project Number 060384-20322 INDIANA STATE HIGHWAY COMMISS04- CONCRETE R€ MT OF WAY MONUMENT FOUND 0,2' W. & 1.4' S. EXISTING FEATURES LEGEND SS 'S SANITARY SEWER & MANHOLE POWER POLE -- - ST STORM SEWER, END SECTII INLET t.io 1 - GUY WIRE _ _ G - GAS LINEA L A UTILITY LTRIC &ABLE TVI RISER; ONE, _.._D,A� AT BIII.rar� - pry - -W- -W-WATER LINE ELECTRIC TRANSFORMER l ' E E ELECTRIC LINE (AERIAL) AIR CONDITIONER UNIT / cr1 8' SSD SAT %/' �� f /✓ / TC=877,89 -T - ~--T - -T - TELEPHONE LINE (AERIAL) C '"" `- STREET LIGHT €E 6` PVC (N .)=874.69` S A` IE 12" RCP (S.0-974.49' .-.. CiV- -CTV CABLE TELEVISION (AERIAL.) LIGHT POLE (HRT / IE a` PVC (Sx)=874.59° �� ��� �� � _____-.•--- IBTC---- --BTC BURIED TELE. CABLE FLOOD LIGHT ELECTRIC Sx7y Ta-e7a.41° TRAFFIC MANHOLE AND / HDI 2 STORY PRECAST STEED. MEDICAL OFFICE 8ullr�: €E a• PYC (N>)=869.96' � BES- -ITEC-- -BURIED ELEC. CABLE � SIGNAL POLE (UNDER CC4SiRDCThi} 1E €° (s.E,)=8.61 ,• ././ CONCRETE STOOP �r -�4 FENCE LINE FNC { ) FIRE HYDRANT IE 6- PVC BCTV - - E3CTV - BURIED CABLE TV I VALVE, GAS &WATER IE a{s.}=a ted "s, � ' _-� ---� GUARDRAIL --�- STREET SIGN rf/ ��✓' �/ I rrr�� �' G T RIGHT OF WAY LINE (R�`W1 � WATER TELEPHONE AND i�G J C� MANHOLES ST ELECTRIC MANHOLE PROPERTY LINE 10 SEWER CLEANOUT TC=877.96' 41 €E 12` RCP (N..)=876.96' a ELECTRIC. GAS AND / IE 12' RCP (E)=872.21' EASEMENT LINE __..WATER METER P N.E1, / ,& d t CENTER LINE I PIPELINE MARKER POST j 1E 1 r`. - - o o o SWALE LINE MAILBOX /e l Tv -876,2& END f '" TC -877.94' ' . STONE D. DEED DIMENSION GUARD PAST IE 12' FVv (NE) 872.9Y ,� „^v SECT (TrP.) IE f E €l° RCP (s E.)-8 . w', IE 15' RCP (N.W.);872.73'. I, MEASURED DIMENSION & SPRINKLER BEAD f r f £ 1O" Mir, (N.E,x=874,2'1 cj r' / pr� t PLAT DIMENSION 3 IRRIGATION CONTROL BOX f 1 IE 15` RCP 1S.)=872.08' x 64ICDNC. CURB o�f / ` f cuNURETEs a * R. RADIUS >L COLUMN �. � � � � �� f TC=878 16' ar g- 4MR I r G o r' �CDLLIdN 9' (N,)=866.51° L. ARC LENGTH c cg ��� _� E 8° PVC (s.9,)-Bss.41' ��� 6 Ct'4 j ` �� E ECTii 'F k` H.H. HANDHOLE z r' �. 12' FILLER P 7 I �.� j u§ �€t E ', r FND. FOUND FaAA t 8� r �i _ t CONC, CONCRETE 12 ,fE a' PVC NE.)ax 4 TOP OF DUCT BANK = 865.98 / SMRL f i SPH, ASPHALT / � + a' (E.) ° (� 1T, E 12- HOPE (N.)=871,13' TC TOP OF CASTING ELEVATION ' 1 )� � J i �� Ai �� ) ASPHALT 1E 12' RCP (E.)=871.03` _ \ 1E 8 SPC (� c, E 172.37' 1E 12' RCP (.}=871.13' IE INVERT ELEVATION PLUGvED PSE (N.) € APP` XIVATE LOCATION i {h OF FLAT INLET BUMD � � ST FFE FINISH FLOOR ELEVATION j J t S?ONE NO , TE 1 J 3 ! r UNDER A' OF STONE �R=102.57 ! ( TC=x76,3^` -` I TBM TEMPORARY BENCHMARK € E }=863.9, L=18. „8s�52E 1 €E 8" P;#Ca.�V.)-a64,D3' r TC 873.51' ' / i 28.52 DENOTES A 5 /8„ DIA. REBAR WITH YELLOW PLASTIC CAP SET, IE 6` SSD (N, S.)=865.1 / o' jt O ` jf (TOP Of CASTING AT BACK OF CU B) <, 5 f 9 TC=876,59' - LINO TE CAP STAMPED "GRIPE FIRM N0. 0055° UNLESS OTHERWISE NOTED. E 24 RCP (N.)=868,81° JE 12" RCP METAL LIGHT �a - - OED ti's I 1 IE 24 RCP (S.)=a6fi.at' �' 1.. 1 ' - �dB� W l -_ i OONCRETE WALK O DENOTES A MAG NAIL WITH WASHER SET. WASHER STAMPED 2 t �� TELEPHONE `) i. "GRIPE FIRM NO. 0055" UNLESS OTHERWISE NOTED. CJ T TC=874.95' 7 T = 866.77 G� A� �ej �j� ✓ 1 1 �., r 8 �i2"RCP (NE) -871.i9' � "-,';g: `" ..•--"•".--''r J. IE 12" RCP (S,W.)=870.95' ✓ _ P BT7 z y --TCr$74.18' "r� ' (TOP ING AT BACK OF CURB) sti DEMOLITION PLAN LEGEND /p1 IE 24' R P (N.)=869.1°± , ✓ S 1, I I S �� IE 21 CP (SLE.)=869.18'�� �Q+ n r`�' STONE TC 878.86' 2 e�,- g'�l,�j�+�g�W)°� EXISTING EXISTING .,,..Y / STONE TO OF arc ' `' IE 15• RCP.(N.E.)=870.35 � �r / `�. r'" j�$ n`1C ,,%��� ASPHALT TO CONCRETE TO ••:+•�!.:r'; RESPREAD q �r x'` IE18' RCP; S.W. =870.25' • Vv \ 4' _ , is / f I j' E` ti,. ( ) c iY r - -- :,: .:: REGRADED IN 1 J ! 815,j 6 f..;�ag�Q1 Y \ 1 iX _ BE REMOVED BE REMOVED '.` r PROPOSED 8 TC 2874.41' 13 s/¢ FROM SITE FROM SITE . _; :,.: CONSTRUCTION F Ir�T Q o� . o TTER GRADE - ��i ✓ RCP (N IIs I o� u ,; , EROSION CONTROL PLAN LEGEND / �� �d 1 � 2 . � s.E.)=s �{ � � S7° . , r , ' � 1 1 ,..•' _ --.-STC= - r°°'.74' j ! 10 � � �,�5,� �,�„ � , �✓�'.� 811 12' TEMPORARY CONSTRUCTION INGREES/EGRESS T`Wa7s'29 DRIVE. INSERT (BAG) INLET PROTECTION 12RCP (N.E.)m872. ' i � !t � .✓l IE 2y RCP (N.)=8;2.2 % r I 4x6 ELECTT?;�-� � , 12 T. 7 TANSFORMER `- r t� �� CONSTRUCTION LIMITS TC=x66.75 1 I, 13 1�4 IE 6' SSD (N, & s.)=864.9'± / � � 3D` T PI 4 / SF -------... ST , ST ST �-_ - �' � , ,// SILT FENCE BARRIER INSTALLATION /% 't w ✓' rell TP TP - TREE/SHRUB PRESERVATION AND PROTECTION €PIPE � 11 � ,�°f 1 1 r., � - �' � '� DEMOLITION PLAN NOTES: ' LEPH(iNE EASEMENT � ,� , � / '� .✓ r,r I j�ry�,A f k1.R 165, PAGE 489 �• /f /f / / / / =87328' 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY LO \. E 0- RCP (sE)=s68D8 0 20 40 80 11 ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. / 1 / PLS : 10 30 60 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL RELOCATION, - , 3 A � ` � OF PYC CON IT 1,18 E ' � I ,' � � � • T ;- r° �``��. CROWN PROPERTY MANAGEMENT tY, LLC � _ AND � 0 cawcRE,E � SiE SIDE AND 2 4 F g DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE Q p� INST, tvO, 2(115611)890 SCALE: 1 "-40' UTILITY COMPANY. R9WS DEEP AP� U / l m4 I / 3 - C=x73,74' � aa4'/ °� TG -a? 54` €E " RCP (SLE,} -968.24° 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, /X7'1 �C' / / � „ f ` 1E 30- RCP (s'F•) 868 �9' IE 30' RCP (NX)=868.19' € AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. / 1E 30' RCP (N.W.)=86.8.,13 TCP OF MRS=869,09 872 o H ` ;;, '�v"MX€MATE LOCATUN X ACCESS EASEMENT v_$ 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PER SHEET 6401-6403 PRIOR TO � � > � �� / �I �i� / � t ���. , � F ACCESS, UT€LITTES, €Rt?E(:Aiic3�a, DtdAGE AND FT fk3 S€GPi ' O INS;, NO, 2;.07060172 �` COMMENCING DEMOLITION. 0TC=866.9 J IE 6' SSD (N. s,)=864.6' 1 E `� by 5. MAINTAIN PROPER DRAINAGE IN DEMOLITION AREAS. < j �� i o / �o �� 6. SAW CUT EXISTING CONCRETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. Lli j FIBO OPTIC LINE-�I € cam' / �� 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXISTING SITE ENTITIES THAT ARE Q 2.r� G TO REMAIN. /� / d TOP OF %C CRNDUIi = ?.9? 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL CL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION OR REDESIGN ' MERIDIAN 1�` l % 31, LLC A MAY OCCUR. SD RESIDUAL O INST. NO, 2(X38035514 1 9. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT o { RESULT IN A CONFLICT WITH PROPOSED f f / I % , OF GINNING y DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. � EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT OF WAY 5 LINE. N 39'1Q W i / , NNSYLVANIA WAY ASSOCIATES, C 10, ALL EXISTING PERIMETER ROAD DRAINAGE STRUCTURES AND BRIDGES ACROSS THE FRONTAGE OF THIS f V f� � I INST. NO. 2015632568 N DEVELOPMENT ARE INDICATED ON THE PLANS. PROVISIONS HAVE BEEN MA T INS STATE HIGHWAY Y_€ MEN 7 -y t1 1 DE 0 IMPROVE OR REPLACE � CONCRETE RIGHT OF WAY 1kCN`JEBENT „ �� ( 1 28.7/j U- FOUND 1,2' E, & 2,2' S, t f . f % 1 I ANY DRAINAGE STRUCTURES AND BRIDGES AS NECESSARY OR AS REQUESTED BY THE CITY TO ACCOMODATE THE PAVEMENT WIDENING, AUXILIARY LANES, MULTI -USE PATH, AND ANY REQUIRED 3 T0=869.51' - ! ( 93 3 .16„ IMPROVEMENTS TO THE PROPERTY OR THE ROADWAY. THE COST TO IMPROVE OR REPLACE ANY IE (5E.)=964.19' 6$63 DRAINAGE STRUCTURES AND BRIDGES WILL BE BORNE BY THE DEVELOPER. GRAZ 11. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE O r f / i r r Tal DUCT = a 2I ` RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING >= I I I I CONDITION OF THE RIGHT-OF-WAY. O SIMPLE RIGHT OF WAY TAKE ' I (/ �(oq a 1 j (1 J' o 1 j 1ECT NO. 0710215 - PARCEL 167 �� p : NO, 29001 -1 205 -PL -•005781) b ( „ y KEYNOTE LEGEND ELF I HAND I . FEE SIMPLE RIGHT OF WAY TAKE r T.-s69.o1' / �� I ' y•` - DOT PROJECT N0 0710215 - PARCEL 107A Ol SAW CUT AND REMOVE EXISTING ASPHALT AND GRANULAR SUBBASE TE 18 RCP (E.)-$64.31' / _. C t v [ IE 18* c.€. W -884.21' N0. 29C(I1-1265-PL-0;5781 1 -0'` (`)= O I ) CONCRETE CURB TO BE SAW CUT TO NEAREST JOINT AND REMOVED U.. l �J '•'* Tn fir ;. '-Q %� \ ACCESS, UTILITY, AND €RR€GATION „ MEN. 3 CONCRETE CURB AND GUTTER TO BE SAW CUT TO NEAREST JOINT AND REMOVED S T _ / - ' B iNST, PB}. z009O3ss9a O X S C3 r J _ BC1v 4 CONCRETE SIDEWALK TO BE SAW CUT AND REMOVED LLJj# j 3 Woos � 1 T I REMOVE TREE INCLUDING ROOT BALL IE 1xP (Y.)=96433�j 'LL HOLE=867,D3 i.j20•- 0,, �' REMOVE LIGHTPOLE AND ALL RELATED ELECTRICAL LINES. p IE OHI DIA HOLE =869.,13 U € 68.62 S $� STONE TO BE RESPREAD/REGRADED IN PROPOSED CONSTRUCTION z: f < TsP�TaT€tisk I �€ - r - _ _u- -BEC- - ECS_ ---= BE G : ,: Z\ cm? I -r • • _ O REMOVE STORM PIPE AND STORM STRUCTURE AND STORE ON-SITE FOR RE -USE IN TRACT 2 \ ? €_��- - -} - _ -- PROPOSED CONSTRUCTION. STRUCTURES SHALL HAVE INLET PROTECTION UNTIL REMOVED. APPROXIMATE LOCATION OF PYLON SIGN EASEMENT NCNB-EXCLUSNE EVCTRC LINE EASEMENT U `` APPROXIMATE HORIZONTAL LOCATION FOR ACCESS, UTILITIES, IRRIGATION, DRAINAGE AND PYLON SIGN 1NST. NO. 2G09D24a7x ' - O EXISTING INLET TO REMAIN UNDISTURBED C'4 INST, NO. 2007660172 TOP OF PVC CONDUIT = 868,69 ( } CITY OF CARMEL GROUND ELEV = 872,95 i 10 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD (REFER TO SHEETS C401 AND C402) 0 INST, NO, 2008035514 I 11 INLET PROTECTION (REFER TO SHEETS C401 AND C402) CID C•7 ii ! o MAIN STREET (131ST STREET) _ _ 113.67° - _ EXISTING UTILITY TO REMAIN 8 € UNDISTURBED AND BE PROTECTED SOUTH LINE, N,t 1 /4, SEC. 26 € SOUTH LINE, N.E. 1 '4, SEC. 26 _ _ R 00 _ �_ - - - - - N 89.06'45" E (GRID) 13 REMOVE/REPLANT TREE <13> 4 COIR LOG (REFER TO SHEETS C401 AND C402 FOR LOCATION AND DETAIL) S.W. COR.. N.E. 114, Q 6 U 0) C iT N C N Q 0 U � + + N O w Q, 2) Q w U > > C Q N Q��ww� CD 0 N Q) (D �h V) (V €v N v � 70 •� Q U O - � Q O r-, U i � W O C>` M z Q - z m O � U J j C0 VJ U-1 co NO �Z N_ Z > �N Q ��o z N Q) O �- • - 3 O oC Q = O CD Z10 U C m U •Q z F- X 7C) W 9 CERTIFIED BY. ;1j FO�0\O� 00, �0\ 4 ,0,N�„n;,u Date 02-23-201�- EXISTING CONDITIONS AND DEMOLITION PLAN Know wws bekm -'40' Call ire you d4 811 1,800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared SV" E3 Checked By: Chis wreew PE Quality Assurance: J David Lack, PE - Scale:0 Scale: 1" 40' Q) Q U Sheet ^ \ 0 02 Date 02-23-2017 D Project Number 060384-20322 INDIANA STATE HIGHWAY CO. Gi}F�CRETE R1i`rF9T OF WAY k FOUND ?_2' E. 2 2' S, INDIANA S COKIRETE FOUND 0. / 9a 1 C� IC3� I 7 / 8 / 7 6 /3 R` �V 10 2 7 3 to R10' 1 7 &i 3 ' gB • / BMP EASEMENT 10 (TYP.)„ 2 s� �P 05 3 R4' 12 3� V 624' R4' tt 17 (TYp. R4 3 05 3 10 BMP EASEMENT 2s. � 1 3 3 / RA 4' (T P.) � OR4 3 9 t , rg• fifj/� 3 �, I � � 'z 7 J I 2S' °) __JI tI / 8 m rl i 3 0 # 3 • # 3 1 1 / m R10 € 1 22i 1-10,/ I 20 BSL / CN T W jI z W I I SOUTH LINE N; 1/4 SEC26 MAIN STREET (131ST STREET) 113.67' N 89'06'45" E (GRID) S.W. COR., WC 114> 007, 10 SS;F,�3EMEN"f SOUTH LINE, N.E. 1/4, SEC. 26 SITE PLAN LEGEND 1 SPACE / 250 SQ FT PROPERTY LINE 19471 ga 78 SPACES RIGHT-OF-WAY 77 SPACES CONSTRUCTION LIMITS 8 15 155 SPACES* *INCLUDING 6 ADA SPACES SITE WORK GENERAL NOTES AND SPECIFICATIONS �O 0 � 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND 6 /3 R` �V 10 2 7 3 to R10' 1 7 &i 3 ' gB • / BMP EASEMENT 10 (TYP.)„ 2 s� �P 05 3 R4' 12 3� V 624' R4' tt 17 (TYp. R4 3 05 3 10 BMP EASEMENT 2s. � 1 3 3 / RA 4' (T P.) � OR4 3 9 t , rg• fifj/� 3 �, I � � 'z 7 J I 2S' °) __JI tI / 8 m rl i 3 0 # 3 • # 3 1 1 / m R10 € 1 22i 1-10,/ I 20 BSL / CN T W jI z W I I SOUTH LINE N; 1/4 SEC26 MAIN STREET (131ST STREET) 113.67' N 89'06'45" E (GRID) S.W. COR., WC 114> 007, 10 SS;F,�3EMEN"f SOUTH LINE, N.E. 1/4, SEC. 26 PARKING TABLE SITE PLAN LEGEND 1 SPACE / 250 SQ FT PROPERTY LINE 19471 — — — EASEMENT LINE 78 SPACES RIGHT-OF-WAY 77 SPACES CONSTRUCTION LIMITS 155 SPACES 22 PARKING COUNT 155 SPACES* *INCLUDING 6 ADA SPACES SITE WORK GENERAL NOTES AND SPECIFICATIONS ; 0 � 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING, THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. GATE 5MTXP 2. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL > CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB 0) SITE AT ALL TIMES DURING CONSTRUCTION. 5. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES I AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. "s a 6. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS FINAL RULE "P" f' 29 CFR PART 1926, SUBPART APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 1 ., 7. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY 0 SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER, 8. IT IS ESSENTIAL THAT THE WORK TO BE COMPLETED IN CONJUNCTION WITH THIS PROJECT SHALL BE 0 00 'CL INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO t I CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN Jf ti APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS COMPLETED IN COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. tld ID 9. LOCATIONS & ELEVATIONS OF "FLOODWAY LIMITS" AND "100 YEAR FLOOD LIMITS" ARE SHOWN FOR REFERENCE ONLY. DEVELOPER/BUILDER/OWNER TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.M.A.) TO DETERMINE FLOOD HAZARD POTENTIAL PRIOR TO PROJECT CONSTRUCTION. SITE PLAN NOTES 1. ALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK OF CURB OR FACE OF INTEGRAL CURB AND WALK. ALL DIMENSIONS TO THE BUILDING ARE TO THE OUTSIDE OF BUILDING FOUNDATION WALL. I� GONCREtE - - — — - — — --- — - - 2. ALL PAVEMENT AND/OR CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. CWRETE W LK-. 3. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. r 4. ALL PARKING STALLS SHALL BE 9' X 18' WHERE ADJACENT TO SIDEWALK OR GRASS AREA. WHERE ~" COMBINED CURB AND WALK IS ADJACENT TO A PARKING STALL, TWO (2) FEET OF SIDEWALK SHALL BE UTILIZED AS PARKING AREA OVERHANG. PARKING STALLS ARE DIMENSIONED TO THE FACE OF CURBS. C: 5. ALL PARKING AREAS TO BE CURBED WITH STRAIGHT CONCRETE CURB OR COMBINED CURB AND WALK AS nl O SHOWN. Er 0 6. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. - - - 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL STANDARDS. 8. SEE UTILITY PLAN FOR SANITARY AND STORM STRUCTURE LOCATIONS. :Z J i v— 9. SEE SHEETS C202 THRU C203 FOR DETAILS REFERENCED. 10 0 10. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR ) �_ REDESIGN MAY OCCUR. . ECS � 11, ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE � � REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE O o— DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS O 10 FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES ✓' ( 3 TO WORK WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY, m KEYNOTE LEGEND ~ IN STANDARD ASPHALT PAVEMENT SECTION O <3> s 0 20 40 80 O HEAVY DUTY ASPHALT PAVEMENT SECTION 10 301111 60 SCALE: 1"-40' STRAIGHT CONCRETE CURB O (REFER TO CITY OF CARMEL STANDARD DRAWING 10-16) CERTIFIED B . CURB ADJACENT TO EXISTING PAVEMENT Q~C3 �1 S T �\0 OINSTALL (REFER TO CITY OF CARMEL STANDARD DRAWING 10-28) PE OCONCRETE DRIVE WITH DEPRESSED CURB AND GUTTER G \0 (REFER TO CITY OF CARMEL STANDARD DRAWINGS 10-22 & 10-23) x' O COMBINED CURB AND WALK COVERING SIDEWALK DESIGN OCONCRETE (REFER TO CITY OF CARMEL STANDARD DRAWING 10-18) O8 CONCRETE STOOP (REFER TO STRUCTURAL AND ARCHITECTURAL PLANS) O Call bewm ym dill OCURB END TRANSITION I 0 NEW CONCRETE CURB TO EXISTING CONCRETE CURB <9> Jared 8vakk 8 11 PARKING SPACE Chris Wwmanl PE ACCESSIBLE David LacK PE 12 ACCESSIBLE SIDEWALK WITH TRUNCATED DOMES j MODIFIED CURB RAMP TYPE 'G' Project Number 13 O (REFER TO CITY OF CARMEL STANDARD DRAWING 10-43D) I 14 PAVEMENT MARKINGS 15 PROPOSED BUILDING (REFER TO ARCHITECTURAL PLANS) 3 16 STOP SIGN [ E ! } 17 SITE LIGHTING (REFER TO ELECTRICAL PLANS) 8 EXISTING UTILITY TO REMAIN AND BE PROTECTED <3> <19> 9 BIKE RACK (CYCLESAFE VINTAGE €BRENTON} RACK)(REFER TO SHEET C203) 0 PROPOSED MONUMENT SIGN <@> j 21 PROPOSED PEDESTRIAN/TRAFFIC DIRECTORY SIGN 22 FUTURE MONUMENT SIGN O 1 BIKE LOCKER - DERO BIKE LOCKER 40 (MODEL NO. BL-SS-EPX-40) i 23 (CONTRACTOR TO COORDINATE COLOR/FINISH WITH ARCHITECT) PARKING TABLE PARKING REQUIRED 1 SPACE / 250 SQ FT TOTAL SQ FT 19471 TOTAL MINIMUM REQUIRED PER ORDIANANCE 78 SPACES TOTAL SPACES REMOVED FROM HOSPITAL SITE (REQUIRED) 77 SPACES TOTAL MINIMUM SPACES REQUIRED (ORDINANCE + HOSPITAL SITE) 155 SPACES TOTAL PROVIDED 155 SPACES* *INCLUDING 6 ADA SPACES c 0 a 0 c 0 � 0 > a 0) "c z: C)) 6)6C` + a = o N U a N Q)o a E C:M U 5) + + N m c T> E W "s a a U W 0 0 N Q) 0 1 N 0 00 'CL O ^ U � a � w 0_0 a` 0 V/ m a) U L4.- 0 C: nl O Er 0 U Q N :Z J i v— 10 0 LU 0 V) Q ) �_ . ECS � cn � � O O o— _ O 10 � m CERTIFIED B . Q~C3 �1 S T �\0 �O\c' PE O G \0 OI O� < ONAL ��////1/11111111111111\1111\I``I Date 0�-��_�D1� COVERING SITE PLAN DESIGN Call bewm ym dill 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared 8vakk 8 Checked By: Chris Wwmanl PE Quality Assurance: David LacK PE Scale: 0 Scale: I"= 40' Sheet C201 Date 02-233-2017 Project Number 060384-20322 U C Q .r U 5 0 O Q 0 w Q r N tT 0 N N N L N a� 0 c� 0 N U N CD N U 1-10 U i LU / 0 U N N (+) 0 N 00 co 0 10 0 / 10 (D 0 N 1-1 6" 4" 3" TOP SOIL— ) COMPACTED BACKFILL ` .'` •. ":• Cop 'f BITUMINOUS PAVEMENT c7CLASS "A" Or Z CONCRETE M � z STRAIGHT CONCRETE CURB C d NO SCALE NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE CURE ALL EXPOSED SURFACES CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS EVERY 5' MINIMUM ON RADII OTHERWISE EVERY 10' MINIMUM CO ]a Z i NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE 70 SHALL BE IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. Q MEASURED AT PROPERTY UNE RADIUS 30' MAX RADIUS 90' r _ CURB GUTTER-- 7 1/2- M 30' MAX O MEASURED AT PROPERTY UNE n CONCRETE•, •' ';� �7 DRIVE' 30' RADIUS " ,• :. CURB PER CITY ORDINANCE McV U0 M © 30' 30' MAX 30' CURB do GUTTER RADIUS RADIUS DEPRESSED CURB CURB & GUTTER C O PER DETAIL 10-23 COMMERCIAL DRIVE WA YS NO SCALE NOTES: USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROU_ CURB CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF B' CONCRETE, 6" COMPACTED AGGREGATE, NO. 53 AND REINFORCED DAS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE. CD y Za ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. N Z )> PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (G3 PLAN) TOP OF CURB 6° TAPER--�{ CURB FLUSH WITH CONCRETE SURFACE 4 1w 7 COMPACTED AGGREGATE PER CURB DETAIL CURB END TRANSITION NO SCALE Ys" RADIUS FILL WITH JOINT SEALANT " WIDE, 1" DEPTH gid' Aa�4 KEYWAY FORMED BY d/10 FASTENING KEY TO FORM KEYWAY JOINT SAWCUT Y" CONTROL JOINT d d, p CONTROL JOINT y„ JOINT SEALANT BACKER ROD PREFORMED JOINT FILLER EXPANSION JOINT NOTE- PROVIDE EXPANSION JOINT WHERE SHOWN ON PLANS AND WHERE PAVEMENT ABUTS A VERTICAL SURFACE, BUILDING FOUNDATION, EXISTING OR PROPOSED PAVEMENTS, CURBS, AND WALKS. CONCRETE JOINTS NO SCALE 48' BETWEEN EXPANSION JOINTS (MAX.) WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO "PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6' DEPTH OF CONCRETE AND a COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4', WITH EXCEPTION OF ACROSS DRIVES C7 NOTE: O (REFER TO STANDARD DRAWING 10-23) Z JOINTS SHALL BE CUT Cf) with the of 4acant Pavement and quit& line, --i o MATH A JOINTER HAVING A o 24" EXISTING PAVEMENT TO BE SAWCUT UJ 73 (� RADIUS OF 1/4" AND FILLED ' o � D w U_ WITH JOINT FILLER. V w a. U_ z Tca > > a z tV Q 3 Z a WIDTH OF WALK OR MAX 6' 0' Z N a O ir BETWEEN TRANSVERSE JOINTS SLOPE TO MATCH ADJACENT CURB mss. t - Eleu» 2 ( O details. 48' BETWEEN EXPANSION JOINTS (MAX.) WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO "PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6' DEPTH OF CONCRETE AND a COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4', WITH EXCEPTION OF ACROSS DRIVES C7 DEPRESSED CURB AND GdlT7`ER O (REFER TO STANDARD DRAWING 10-23) Z Z Cf) with the of 4acant Pavement and quit& line, --i 2) A turniN space is not required at the tW of the 1anlla for a ` Y Ile PREFORMED JOINT FILLER 24" EXISTING PAVEMENT TO BE SAWCUT A (� CLEAN OF DEBRIS AND LOOSE 70 6" 18' ASPHALT BEFORE INSTALLING CURB rrI ' 45' • 500 Standard Drawing E SV�CR_01 ta ergs% WOPe 5. CLASS �'A'. y A o See Standard Drawing E 60SWC1t=12, 43, and 14 far Detectable Comment Slam Equitbrs: 6, See 5tar°sda d Drawing E 4-CCS1-01 fix sacewalk Wansisia rnt SLOPE TO MATCH ADJACENT CURB mss. t - Eleu» 2 ( O details. CONCRETE PAVEMENT OR 12" MIN ; . * • « • ' • .... _ . ' X 3" � Running Slope Mww-15 Length INSTALLING CURB ADJACENT TO EXISTING PA VEMENT : ` , :• �.• , : !. ,', .' CLASS "A" e 2, 4 NOTES: Ramp Width INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE m CONCRETE 2 K crags we CURE ALL EXPOSED SURFACES M Z CONTRACTION JOINTS SHALL BE SAWCUT IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D 0 D DAMPEN SUBGRADE BEFORE PLACING CONCRETE M CONTROL JOINTS SAWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINTS EVERY 50' MAXIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE rn CD I D0 COMPACTED SUBGRADE O0 Z QCONCRETE CAP SHALL BE INSTALLED WITHIN 1 1/2" EXISTING ADJACENT GRADE, 1 1/2" OF HMA SURFACE, 9.5 mm SHALL BE INSTALLED TO MATCH EXISTING GRADES CONCRETE DRI VE WI TH O CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. COMBINED DEPRESSED CURB AND GUTTER NO SCALE Zp NOTES: CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, C INCLUDING SIDES, WHEN FORMS ARE REMOVED. 71 71 FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. CONTROL JOINTS SAWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE Cf) EVERY 10' MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' O O D Z ALL ROADS FACE OF CURB IS TO BE 7 r, BACK OF CURB 13 ". I � o D 1.5" HMA SURFACE, 9.5 mm PREPARED SUBGRADE COMPACTED 3" HMA INTERMEDIATE, 19.0 mm PER SPECIFICATIONS (SUBGRADE COMPACTED TO NO LESS 8" TOTAL (TWO - 4" LIFTS) THAN 98% OF THE MAXIMUM STANDARD COMPACTED AGGREGATE #53 BASE (SUBGRADE PROCTOR DRY DENSITY (ASTM D698)) COMPACTED TO NO LESS THAN 987. OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698)) STANDARD ASPHALT PAVEMENT SECTION NO SCALE f 4 s 1.5'° HMA SURFACE, 9.5 mm PREPARED SUBGRADE COMPACTED 3" HMA INTERMEDIATE, 19.0 mm PER SPECIFICATIONS 4" HMA BASE, 25.0 mm (SUBGRADE COMPACTED TO NO LESS 6" TOTAL (TWO - 3" LIFTS) THAN 98% OF THE MAXIMUM STANDARD COMPACTED AGGREGATE #53 BASE (SUBGRADE PROCTOR DRY DENSITY (ASTM D698)) COMPACTED TO NO LESS THAN 98% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698)) HEAVY DUTY ASPHALT PAVEMENT SECTION NO SCALE EXISTING CURB TO REMAIN ISOLATION JOINT 4 FINISHED GRADE 4 y r�. DRILL AND GROUT DOWEL INTO EXISTING CONCRETE (3) #5-12" SMOOTH DOWELS (GREASE NEW CURB END) NEW CONCRETE CURB TO EXISTING CONCRETE CURB NO SCALE VARIES SEE SITE PLAN T.C. ELEV 6" 1 % MIN TOOLED JOINT 1" r L 2% MAX E.P. ELEV 4 4 ASPHALT 6" PAVEMENT 4" 4,000 PSI FIBER REINFORCED CONCRETE (I r 4" COMPACTED AGGREGATE #53 BASE T j I #4 0 16" O.C. * COMPACTED SUBGRADE 9" 6" * COMPACTED SUBGRADE - THE UPPER 6" SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE TECHNICAL SPECIFICATIONS IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6" BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. COMBINED CURB AND WALK NO SCALE mp wild, Elev., Sidewalk Ex(aansion§t1 ,` l +4. B k Return Curb --\,,4, 4, as ReWPted Sok Lengtln Setback Length Ran p Length 1 Min. Elm. p ua GiIErP. �"'.. Wig �.. �1e4`. � •'. 00 Pavement .i ` '• * • d` a + SECTION A --A DEPRESSED CURB AND GdlT7`ER (REFER TO STANDARD DRAWING 10-23) Z CURB PER DETAILS: 10-13 THROUGH 10-17 AND 10-23 Cf) with the of 4acant Pavement and quit& line, --i 2) A turniN space is not required at the tW of the 1anlla for a ` Y r n EXISTING PAVEMENT TO BE SAWCUT CAND CLEAN OF DEBRIS AND LOOSE 70 Curb ra nV surface shall be case twoomeci transverse to the mmiing- ASPHALT BEFORE INSTALLING CURB ' 1 • 500 Standard Drawing E SV�CR_01 ta ergs% WOPe 5. CLASS �'A'. y A o See Standard Drawing E 60SWC1t=12, 43, and 14 far Detectable Warming Surface placement and details. Comment Slam Equitbrs: 6, See 5tar°sda d Drawing E 4-CCS1-01 fix sacewalk Wansisia rnt Ramppe. uta = mss. t - Eleu» 2 ( s— 8.33% details. r OR 12" MIN Se X profile Grade r � Running Slope Mww-15 Length INSTALLING CURB ADJACENT TO EXISTING PA VEMENT O Ramp u� NO SCALE e 2, 4 NOTES: Ramp Width INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE m I Eley° fs = Ele . 7 :. 2 K crags we CURE ALL EXPOSED SURFACES M Z CONTRACTION JOINTS SHALL BE SAWCUT IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D DAMPEN SUBGRADE BEFORE PLACING CONCRETE CONTROL JOINTS SAWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINTS EVERY 50' MAXIMUM NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE I D0 EXISTING UNDERDRAIN AND FILTER FABRIC AND STONE DRAINAGE ENVELOPE SHALL BE PRESERVED O0 Z QCONCRETE CAP SHALL BE INSTALLED WITHIN 1 1/2" EXISTING ADJACENT GRADE, 1 1/2" OF HMA SURFACE, 9.5 mm SHALL BE INSTALLED TO MATCH EXISTING GRADES O CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. mp wild, Elev., Sidewalk Ex(aansion§t1 ,` l +4. B k Return Curb --\,,4, 4, as ReWPted Sok Lengtln Setback Length Ran p Length 1 Min. Elm. p ua GiIErP. �"'.. Wig �.. �1e4`. � •'. 00 Pavement .i ` '• * • d` a + SECTION A --A Expansion 360t LEGEND. Lsuffet or ather WI-Wadwit S Ramp mtectabie waffft Surface INDIANA DEPARTMENT OF TRANSPORTATION ONE-WAY DIREC ZONAL PERPENDICULAR CURB RAMS' COMPONENT DETAILS SEPTEMBER 201E STANDARD DRAWING NO. E 6D4-SWCP,-06-- '10111"Ne" f *�i t Na, u°%1c $WOARDSzENGNI�DAIS 10200124 'A STAR for 4r8 rp �sr rroy A i C,"` 3f W falr T1.3 1 Kl `1 [i 'f s1ti dP41 a�t�� im C t`E, +rr, re a, Ixlr*•1 N 1. le warning face shah dist of truncated drams and strap . _w where trutrwved domes r •r Ramp Width � � >u 41 r' are arrayed radially, l r'rrt r in diameter arW ter-fo-cerlter u r y4, + SO% - 65 of Etas Diameter spacing within the ranges specifted, w w Cinck t3ptectable - s w f arninq Swfates 44 Bufferor tither Nw-Walkable Suiface 2. The detectable warriing wrF l to "rA4acWTed to fit the radxl, w m a v to w w Base Diameter Field outtanq stiall Ow try ono era the Concrete Border [ I ' Aacerrt panels outside ref the all range. 0 4) tea .# 4r w w I 0.9" Min. 1'x max, w (- w N 3- The I tee warril Turf I Ualiy WAM 4 rrt Rcsudsaay surfaces, either lightorrda€'k or da* -*P4 SECTION A -A ---�y�-- •t. The detectatile araarnarrq siwtKe shall nxtard a fitirrlrarurn of 2 fi it the 2' Max. Virithin 4" Total direction of pedestrian trav�d and extend the full width as shown. Tree Ramp Width Border Width detectable warning surface std not be OL=d amass a grade mak. The maxi um counter s1c1 srftlTe gutter or street at the taoto,Ti or BRiC C DETECT ABLE WARNING SURFACE WITH CC)NCRECE )Rt9ER :V t4+1n. 2.4' Max. ttw ramp shall be Wkier'a du afpblaic different between the rvmwi,q slope and the cwriter exceeds I I , a 24 mirtmurn level strip should be provided atthe bLittC m of the rarnp. &ushed Warning Elements (TIP-) ase st fixture 1T ,)yp,) W em monol coraele icaily wb� Wforming, Lite ceder M to cast latex turner it the � rarer era . The teener biilder O4 Q1 net exceed 2 M , within vie ramp width. a . - ln"ral Curb Where toung tivin at coricretie lxwda, is wise d, the;R04 a,4. r�t�ark stall not encmach sgtrtfap r®rtwreikh° tis 3F t-° .1a 'f` a - ` AVfMEl3T[ ea concrete TYPICAL RAMP AND BRIG SURFACE C0NSTRUCTION DETAIL TRUNCATED DOMES 21-x» KIM. INDIANA DEPARTMENT OF TRANSPORTATION 4 . , s _ tv $ DETECTABLE WARNING SURFACE DETAILS 4, sfl. , t ..� .� .4 '' _ °n e .+ x PAVLMLN'I Up . ru rT SEPTEMBER 2016 p a 5 t b`.�, a 9.33& Mex. S,L: STANDARD CRATING IAC). E X04-Si1CR-14 m a a a:4 a a Ramp Gutter orStreak 501 So&vis Is � ft iev l SOP-° �''Q" Curb as regweda -r� eirtfdree the istsb 7 " pat tE irccnra ► r4r mio, with �nwv be ti € P ���- • '��� � `.� �s��c �� tai �P?,,�� ALT'ERN61 CURB Q�ISTRU 13N CHANGE GF GRAIDE 11° i NO. t ra St Ds iW �g = � 10200124 �, M v STAtr far 501 x V-10" f� f A# � ,cHtEF R DA f* "" r, A: ; "i+vb NOTES: (:+ The bo tom edge of the rarrip or settlaL* Arid top of curb shali be Rush with the of 4acant Pavement and quit& line, 2) A turniN space is not required at the tW of the 1anlla for a ` Y direetir t perpendicular curb ramp. Curb ra nV surface shall be case twoomeci transverse to the mmiing- C. 500 Standard Drawing E SV�CR_01 ta ergs% WOPe 5. Sa See Standard Drawing E 60SWC1t=12, 43, and 14 far Detectable Warming Surface placement and details. Comment Slam Equitbrs: 6, See 5tar°sda d Drawing E 4-CCS1-01 fix sacewalk Wansisia rnt Ramppe. uta = mss. t - Eleu» 2 ( s— 8.33% details. 1hint� SIS Ramp Larigth Se 1 Frew Elev. 3 ( profile Grade r � Running Slope Mww-15 Length Adjacent Street Ramp u� Cies° 4- Mev S I e 2, 4 Cross ape Ramp Width Setback- I Eley° fs = Ele . 7 :. 2 crags we alp Width Expansion 360t LEGEND. Lsuffet or ather WI-Wadwit S Ramp mtectabie waffft Surface INDIANA DEPARTMENT OF TRANSPORTATION ONE-WAY DIREC ZONAL PERPENDICULAR CURB RAMS' COMPONENT DETAILS SEPTEMBER 201E STANDARD DRAWING NO. E 6D4-SWCP,-06-- '10111"Ne" f *�i t Na, u°%1c $WOARDSzENGNI�DAIS 10200124 'A STAR for 4r8 rp �sr rroy A i C,"` 3f W falr T1.3 1 Kl `1 [i 'f s1ti dP41 a�t�� im C t`E, +rr, re a, Ixlr*•1 N 1. le warning face shah dist of truncated drams and strap . _w where trutrwved domes r •r Ramp Width � � >u 41 r' are arrayed radially, l r'rrt r in diameter arW ter-fo-cerlter u r y4, + SO% - 65 of Etas Diameter spacing within the ranges specifted, w w Cinck t3ptectable - s w f arninq Swfates 44 Bufferor tither Nw-Walkable Suiface 2. The detectable warriing wrF l to "rA4acWTed to fit the radxl, w m a v to w w Base Diameter Field outtanq stiall Ow try ono era the Concrete Border [ I ' Aacerrt panels outside ref the all range. 0 4) tea .# 4r w w I 0.9" Min. 1'x max, w (- w N 3- The I tee warril Turf I Ualiy WAM 4 rrt Rcsudsaay surfaces, either lightorrda€'k or da* -*P4 SECTION A -A ---�y�-- •t. The detectatile araarnarrq siwtKe shall nxtard a fitirrlrarurn of 2 fi it the 2' Max. Virithin 4" Total direction of pedestrian trav�d and extend the full width as shown. Tree Ramp Width Border Width detectable warning surface std not be OL=d amass a grade mak. The maxi um counter s1c1 srftlTe gutter or street at the taoto,Ti or BRiC C DETECT ABLE WARNING SURFACE WITH CC)NCRECE )Rt9ER :V t4+1n. 2.4' Max. ttw ramp shall be Wkier'a du afpblaic different between the rvmwi,q slope and the cwriter exceeds I I , a 24 mirtmurn level strip should be provided atthe bLittC m of the rarnp. &ushed Warning Elements (TIP-) ase st fixture 1T ,)yp,) W em monol coraele icaily wb� Wforming, Lite ceder M to cast latex turner it the � rarer era . The teener biilder O4 Q1 net exceed 2 M , within vie ramp width. a . - ln"ral Curb Where toung tivin at coricretie lxwda, is wise d, the;R04 a,4. r�t�ark stall not encmach sgtrtfap r®rtwreikh° tis 3F t-° .1a 'f` a - ` AVfMEl3T[ ea concrete TYPICAL RAMP AND BRIG SURFACE C0NSTRUCTION DETAIL TRUNCATED DOMES 21-x» KIM. INDIANA DEPARTMENT OF TRANSPORTATION 4 . , s _ tv $ DETECTABLE WARNING SURFACE DETAILS 4, sfl. , t ..� .� .4 '' _ °n e .+ x PAVLMLN'I Up . ru rT SEPTEMBER 2016 p a 5 t b`.�, a 9.33& Mex. S,L: STANDARD CRATING IAC). E X04-Si1CR-14 m a a a:4 a a Ramp Gutter orStreak 501 So&vis Is � ft iev l SOP-° �''Q" Curb as regweda -r� eirtfdree the istsb 7 " pat tE irccnra ► r4r mio, with �nwv be ti € P ���- • '��� � `.� �s��c �� tai �P?,,�� ALT'ERN61 CURB Q�ISTRU 13N CHANGE GF GRAIDE 11° i NO. t ra St Ds iW �g = � 10200124 �, M v STAtr far 501 x V-10" f� f A# � ,cHtEF R DA f* "" r, A: ; "i+vb 2 Y " a . a. 4 G 6" STRAIGHT CURB u 2' `4i 6" STRAIGHT CURB OL&e a 4 � NCRET SIDEWALK4 0- 4 6" STRAIGHT CURB ,-- DETECTABLE WARNING SURFACE - CURB FLUSH WITH PAVEMENT EDGE OF PVMT �— FACE OF CURB SIDEWALK FLUSH WITH PAVEMENT 5" 4,000 PSI CONCRETE \ � 6" STRAIGHT CURB f— FACE OF CURB tPAVEMENT i� ���r.�4�1�i/, F icy ✓�i `i� 6" TOTAL (TWO - 3" LIFTS) COMPACTED AGGREGATE #53 BASE PREPARED SUBGRADE COMPACTED PER SPECIFICATIONS (SUBGRADE COMPACTED TO NO LESS THAN 98% OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698)) NOTE: WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP ACCESSIBLE SIDEWALK WITH TRUNCATED DOMES NO SCALE 30" 1 3 (RI -1) STOP SIGN o REFLECTIVE SHEETING STOP U CHANNEL OR SQUARE POST (2-1/4" X 2-1/4"X 12GA, WALL THICKNESS �L� * POST TO BE � o PRE -PAINTED GALVANIZED STEEL o C.) r- o SLOPED I- SURFACE a� I 4,000 PSI 1 � M. I. C.I.P. CONCRETE z 00 N011: . I SIGNS SHALL BE IN ACCORDANCE ) WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 12 MIN. DIAMETER STOP SIGN NO SCALE * USE 36"X36" STOP SIGN IF FACE MULTI -LANE APPROACHES URP.ACE MO 14 ._ 3/8" x I" S'1S Drop b Anchor {4i Places per Rack Drill Out IN GROUND MOUNJ 9H077% c '1c ifm { 2" J . 11 A Vintage r ton cks Surface Mount/ In Ground MountJDIrns) NO SCALE SOLID WHITE PAVEMENT STRIPING LINES PAINTED ISLANDS PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS PAVEMENT MARKINGS NO SCALE In Ground #12119 Surface #12133 CycieSafd SECURE BICYCLE PARKING 2' MIN. OVERHANG a 2" BEVELLED EDGE �-- PRECAST CONC. PARKING BUMPER 4,000 PSI MIN 28 DAY STRENGTH z AIR ENTRAINED ARCH. CONCRETE MIX #5 REBAR 1'-6" LONG W/ 3/4" HOLE CAST to 9, #4 REBAR to g CONCRETE PARKING BUMPER NO SCALE ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE ACCESSIBLE PARKING SIGN DETAIL. ACCESSIBLE PARKING SIGN (SEE DETAIL) COMBINED CURB AND WALK (SEE DETAIL) CONCRETE CONCRETE PARKING PARKING BUMPER BUMPER (SEE DETAIL) (SEE DETAIL) 4" WIDE INTERNATIONAL BLUE PAINT SYMBOL Of STRIPES ACCESSIBILITY: (TYP•) BLUE ** AISLE 8' MIN. 5' MIN. 8' MIN. 2440mm 1525mm 2440mm ** 5'-0" MIN. AISLE FOR REGULAR SPACES ** 8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACES SEE SITE PLAN FOR ACTUAL DIMENSIONS NOTB ONE IN SIX ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING SPACE NO SCALE (2 STALLS) I� 12" �I ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF BLUE ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN WHITE a0 THE SPACE. REFLECTIVE FACE 2 ANSI 4.28.5 FINISH AND CONTRAST THE MATERIAL ACCESSIBLE CHARACTERS, SYMBOLS, AND PARKING tO BACKGROUND OF SIGN SHALL BE 0 0 EGGSHELL, MATTE, OR OTHER 80 GA. ( VAN - NON -GLARE FINISH. CHARACTERS AND ALUM. ACCESSIBLE I SYMBOLS SHALL CONTRAST WITH THEIR - - BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND CHANNEL * NEL POST NEL OR DARK CHARACTERS ON A LIGHT (2#/Ft.) LONG BACKGROUND. o LID SPACES COMPLYING WITH 4.1.2(5)(8) � C 0M � C N N V O) + + w SHALL HAVE AN ADDITIONAL SIGN * POST TO BE SLOPED "VAN -ACCESSIBLE" MOUNTED BELOW PRE -PAINTED N THE SYMBOL OF ACCESSIBILITY. GALVANIZED STEEL 4 q^ O Q C) 0 � U FINISHED GRADE ,,. w 0_0 .= C 0r Cr cY) (1) CONCRETE NOTE: ONE IN SIX ACCESSIBLE SPACES * '" SHALL BE VAN ACCESSIBLE, BUT NOT m LESS THAN ONE. � 12" 0 C ACCESSIBLE PARKING SIGN NO SCALE SOLID WHITE PAVEMENT STRIPING LINES PAINTED ISLANDS PAINTED CROSSWALKS 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID WHITE LINE PAVEMENT MARKINGS 4" SOLID BLUE LINE PAVEMENT MARKINGS FOR ADA ISLANDS PAVEMENT MARKINGS NO SCALE In Ground #12119 Surface #12133 CycieSafd SECURE BICYCLE PARKING 2' MIN. OVERHANG a 2" BEVELLED EDGE �-- PRECAST CONC. PARKING BUMPER 4,000 PSI MIN 28 DAY STRENGTH z AIR ENTRAINED ARCH. CONCRETE MIX #5 REBAR 1'-6" LONG W/ 3/4" HOLE CAST to 9, #4 REBAR to g CONCRETE PARKING BUMPER NO SCALE ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED BY A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH ANSI 4.28.8. SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SEE ACCESSIBLE PARKING SIGN DETAIL. ACCESSIBLE PARKING SIGN (SEE DETAIL) COMBINED CURB AND WALK (SEE DETAIL) CONCRETE CONCRETE PARKING PARKING BUMPER BUMPER (SEE DETAIL) (SEE DETAIL) 4" WIDE INTERNATIONAL BLUE PAINT SYMBOL Of STRIPES ACCESSIBILITY: (TYP•) BLUE ** AISLE 8' MIN. 5' MIN. 8' MIN. 2440mm 1525mm 2440mm ** 5'-0" MIN. AISLE FOR REGULAR SPACES ** 8'-0" MIN. AISLE FOR VAN ACCESSIBLE SPACES SEE SITE PLAN FOR ACTUAL DIMENSIONS NOTB ONE IN SIX ACCESSIBLE SPACES SHALL BE VAN ACCESSIBLE, BUT NOT LESS THAN ONE. ACCESSIBLE PARKING SPACE NO SCALE (2 STALLS) 0 Q 0 0 2 0 0 0 0 `o > C:> + o 0 � C 0M � C N N V O) + + w 0 �5 c 6 N Q U , Lu w a! 0 0 0 0 0 0 0 0 CV N O N CV N > 0 N E O Q C) 0 � U a-- 3 0 r? w 0_0 .= C 0r Cr cY) (1) G CL) m � -4- 0 C O (D VJ cn U � CV Q Z — , N W L • ' 10 75 Q t�N0 LU Q 3 N � 0 10 Q) L CIO V) CERTIFIED B aau' nun, o�pQNER M, C) .�CaZSTFO��'0 v ''40, PE �oQQ�p< p ONAL ��nn///llllllllll1�11�\�\ Date 02-23-2.01 j COVERING SITE DETAILS DESIGN * Kam v&a 'g helm Gall bdum you Ilky. 8111 1-"-382-55" FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared SV84 8 Checked By: Chri8 Wiseman, PE Quality Assurance: David LaCK PE — Scale:0 Scale:1"= N/A ll Sheet C203 5 Date 022-233-20177 L Project Number 060384-20322 U 6 .2- U U 5 0 0 Q 0 W Q O r\ 0 N tV CV N LL 7 ,U 0 CL D 0 2 O CV U / 0 U W / U U / CNI CV C'7 0 CV 00 M O 10 0 / 10 0 O GV 1-1 N City of Carmel Right -of -Way Paving Policy November 2, 2005 1 } General A) The work subject to the requirements of this policy shall include the production, hauling/delivery, spreading, finishing, compaction and other work necessary to prepare foundations, install aggregate bases and install one or more courses of base, intermediate, or surface hot mix asphalt mixtures within existing or proposed right-of-way for roadways, auxiliary lanes and asphalt multi -use paths. B) This policy shall be the basis for acceptance of the work by the City. Failure to adhere to the requirements of this policy may result in non-acceptance of the work or other remedies outlined in this policy. C) Workmanship, materials and quality of the work completed shall conform to the 2006 Standard Specifications of the Indiana Department of Transportation (hereinafter referred to as Standard Specifications), except where deviations are allowed herein, or variances are granted. D) Where the minimum standards of any other governmental agency having concurrent jurisdiction exceed these standards, the higher standards shall apply. E) If any plan or other note or specification on the approved construction documents exceeds the minimum standards of this policy, the higher standards shall apply. F) Nothing contained herein shall be construed as prohibiting the design -and- construction ndconstruction of improvements meeting higher standards, nor as discouraging petitions to appropriate governing bodies for variances for alternatives which can be supported by advances in technology and are approved by other agencies with concurrent jurisdiction. G) All work shall comply with the requirements of Section 105.03 of the Standard Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and the Standard Specifications, it shall mean: i) The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by the City of Carmel, or authorized agent(s) that may be retained to represent the City of Carmel. ii) The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other personnel employed by Hamilton County, or authorized agents) that may be retained to represent Hamilton County Highway, depending on the location of the work. I) Authority of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J) Prior to commencing the work, the Contractor performing the work shall contact the Engineer to schedule a pre -construction meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain stages of the work and to review the authority of the Engineer as it relates to the work. , Page 1 of 8 City of Carmel Right -of -Way Paving Policy November 2, 2005 ii) HMA base, intermediate, or surface mixtures shall be constricted on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. iii) Materials used in the production of the HMA mixtures shall be in accordance with Section 401.03 of the Standard Specifications. iv) Equipment for HMA. operations, including but not limited to production, hauling/transportation, laydown, compaction and miscellaneous/ancillary activity shall be in accordance with Section 409 of the Standard Specifications. v) Installation of the full pavement section indicated on the approved construction documents for the entire area to be paved must be completed in the same paving season. vi) Widening operations shall comply with the following: (1) The outside face of the excavated area shall be left as nearly vertical as the nature of the material will permit and not wider than the outside limits of the widening section. (2) The existing pavement adjacent to the widening area shall be sawcut to a clean edge. (3) The subgrade in the widened area shall be compacted in accordance with this policy. (4) Widening mixtures shall comply with the pavement section indicated on the approved constriction documents. (5) Compaction of the widening shall be in accordance with Section 304.05 of the Standard Specifications. B) Preparation i) The Aggregate Base shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the HMA courses in accordance with Section 3D(iii) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any paving operations commence. ii) All displacement or rutting of the Aggregate Base shall be repaired prior to placing HMA mixtures. iii) Milled asphalt surfaces shall be tacked in accordance with Section 406 of the Standard Specifications. iv) Asphalt surfaces between courses shall be tacked in accordance with Section 406 of the Standard Specifications. v) Contact surfaces of curbing, gutters, manholes, and other structures shall be tacked in accordance with Section 406 of the Standard Specifications. vi) Surfaces on which a mixture is placed shall be free from objectionable or foreign materials at the time of placement. Page 5 of 8 City of Carmel Right -of -Ray Paving Policy November 2, 2005 K) Under no circumstances shall work subject to the standards established by this policy commence without obtaining approved constriction drawings by the City of Carmel Department of Engineering. 2) Foundation A) General i) This work shall consist of the construction/preparation of the foundation in accordance with Section 105.03 of the Standard Specifications. B) Excavation and Embankment i) Prior to beginning excavation and embankment operations, all necessary clearing, grubbing, scalping and topsoil stripping and subsequent backfilling for removed items within the slope stake limits shall be performed in accordance with Section 201.03 and 201.04 of the Standard Specifications. All topsoil, vegetation, roots, stumps, friable and deleterious material shall be completely removed within the limits of the slope stakes. ii) Excavations (1) After excavation operations, all spongy and yielding material that does not readily compact shall be removed from within the slope stake limits and the resulting void shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. (2) Any pronounced depressions within the slope stake limits resulting after excavation operations shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications. iii) Embankments (1) Embankments shall be constricted in accordance with Section 203 of the Standard Specifications. (2) All spongy and yielding material that does not readily compact shall be removed from within the slope stake limits prior to embankment operations. (3) Any Pronounced depressions within the slope stake limits resulting after clearing, grubbing, scalping and topsoil removal shall be refilled with suitable material and compacted in accordance with Section 203 of the Standard Specifications prior to embankment operations. (4) Prior to the construction of any embankment, the original ground surface within the limits of the slope stakes shall be leveled and the upper 6 -inches shall be compacted in accordance with Section 203 of the Standard Specifications. (5) Embankments shall be shaped to be well drained and shall be protected to prevent erosion. (6) Loose depth of each embankment lift, final compacted depth, compaction method and compaction requirements shall be in accordance with Section Page 2of8 City of Carmel Right -of -Way Paving Policy November 2, 2005 vii) Tack Coat material shall be distributed with equipment meeting the requirements of Section 409.03(a) of the Standard Specifications. C) Weather and Seasonal Limitations i) HMA courses shall be placed when the ambient temperature and the temperature of the surface on which it is to be placed is 45°F (7°C) or above. The Engineer shall determine the ambient temperature. There shall be no provision for low temperature compaction allowed by Section 402.16 of the Standard Specifications. ii) No mixture shall be placed on a frozen subgrade. iii) Under no circumstances shall HMA mixtures be placed between December 15 and March 30. iv) If a foundation that is to receive one or more courses of base, intermediate, or surface HMA mixtures is placed and determined to be an approved foundation by the City prior to November 30, placement of HMA courses will be allowed up to December 15, provided that the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy and the paving contractor pay for the services of a full time construction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. v) If the ambient and foundation surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, HMA course shall be allowed to be placed on an approved foundation provided that the paving contractor pay for the services of a full time constriction inspector and who shall act as an authorized agent of the Engineer. The Engineer shall select the construction inspector. vi) The Engineer reserves the right to suspend all paving operations if, in the opinion of the Engineer, that prevailing weather conditions and/or the condition of the Subgrade and/or the Aggregate Base may result in substandard HMA placement, spreading and finishing. D) Spreading and Finishing i) HMA courses shall be placed upon an approved foundation or other HMA course by means of laydown equipment in accordance with Section 409.03(c) of the Standard Specifications. ii) Segregation or flushing or bleeding of HMA mixtures will not be permitted. Corrective action shall be taken to prevent continuation of these conditions. Segregated or flushed or bleeding HMA mixtures shall be removed if directed. iii) All areas showing an excess or deficiency of binder shall be removed and replaced. iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any way defective shall be removed and replaced. E) Joints Page 6 of 8 City of Carmel Right -of -Way Paving Policy November 2, 2005 203 of the Standard Specifications. C) Soil Subgrades i) Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only the installation of all utilities and subsurface drains indicated on the approved construction documents to be located under the pavement are completed Trench backfilling work of these installations shall be in accordance with the City of Carmel Trench Backfilling specifications. ii) The subgrade shall be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities. iii) The subgrade shall be uniformly prepared, compacted and approved in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Specifications. iv) Subgmdes shall be inspected and approved by the Engineer before any aggregate base or hot mix asphalt pavements are constructed. A proofroll shall be conducted in accordance with Section 203.26 of the Standard Specifications. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any aggregate base or hot mix asphalt paving operations commence. v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a proofroll, but remains uncovered for a period of 14 calendar days prior to placing stone or is subject to a measurable rain event prior to placing stone, shall be subject to additional proof rolls prior to placement of the Aggregate Base. D) Existing Pavement i) Milling of existing pavement surfaces shall be in accordance with Section 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. ii.) Localized weak areas of the existing pavement section uncovered during the milling process shall be repaired in accordance with Section 304.02, 304.03, 304.05 or 305 of the Standard Specifications. iii) Prior to opening milled areas to traffic, the milled areas shall be cleaned of all material, debris and dust resulting from the operation. iv) Milled areas that remain open to traffic longer than those times stipulated in Section 306.05 of the Standard Specifications shall be subject to liquidated damages outlined in Section 306.05 of the Standard Specifications. The Contractor shall be responsible for payment of these liquidated damages. 3) Aggregate Bases A) General i) This work shall consist of placing a compacted aggregate on a prepared soil subgrade in accordance with Section 105.03 of the Standard Specifications. Page 3 of 8 City of Carmel Right -of -Way Paving Policy November 2, 2005 ii) Aggregate Base materials shall be in accordance with Section 301.02 of the Standard Specifications. iii) The material shall be obtained from a Certified Aggregate Producer in accordance with Section 917 of the Standard Specifications. iv) The Aggregate Base material shall be handled and transported to, and on, the work site in a manner that mirnimizes segregation and moisture loss. v) Aggregate Bases shall be constructed on prepared foundations and to thicknesses equal or greater than those indicated on the approved construction documents. B) Temperature and Seasonal Limitations i) The Aggregate Base shall be placed in accordance with the temperature limitations of Section 301.04 of the Standard Specifications. ii) Frozen material shall not be placed. iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in order to allow paving in accordance with Section 4C(iv) of this policy. C) Preparation i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement. ii) The subgrade shall be subject to additional proof rolls in accordance with Section 203.26 of the Standard Specifications just prior to placing the Aggregate Base on the subgrade in accordance with Section 2C(v) of this policy. Unacceptable areas shall be corrected to the satisfaction of the Engineer before any Aggregate Base is placed D) Spreading and Finishing i) The Aggregate Base shall be spread in accordance with Section 301.05 of the Standard Specifications. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of the Standard Specifications. iii) Subsequent paving courses shall be placed over the Aggregate Base within 14 calendar days. Aggregate Bases that lay exposed for a period of time greater than 14 calendar days or experience a measurable rain event prior to the placement of subsequent paving courses shall be subject to inspection and acceptance by the Engineer. At the discretion of the Engineer, additional proof rolls may be required. 4) Asphalt Pavement A) General i) This work shall consist of placing one or more courses of base, intermediate, or surface hot' asphalt (HMA) mixtures on a prepared foundation in accordance with Section 105.03 of the Standard Specifications. Page 4 of 8 0 0 U 0) C U CC3,��E; + = 6 12 o a o ° a + >.Ew W 2)a_ O 0 C'4 a� � CV FJ a� o��Q D o r\ U o� o_ – o, n Cr v. U O 7C) • ', . I� ' City of Carmel Right -of -Way Paving Policy City of Carmel Right -of -Way Paving Policy (D co November 2, 2005 November 2, 2005 Z U i) Joints shall conform to the requirements of Section 401.15 of the Standard expense. Specifications. H) If the Contractor fails to comply forthwith with any order made under the O C F) Compaction provisions of this subsection, the Engineer will have authority to cause o unacceptable work to be remedied or removed and replaced; to cause Q � i) The HMA mixture shall be compacted with equipment in accordance with unauthorized work to be removed; and to deduct the costs from any monies due or Section 409.03(d) of Standard Specifications immediately after diately athe to become due. . � � N � mixture has been spread and finished. > z 1) Work done contrary to instructions provided by the Engineer shall be considered ii) Rollers shall not cause undue displacement, cracking, or shoving. unacceptable and subject to immediate removal and replacement in accordance — — � Q 5) Inspections with the instructions provided by the Engineer. _ N Q) � A) All materials furbished and each part or detail of the work will be subject to 6) Acceptance •Q '� 3 inspection per Section 105.10 of the Standard Specifications for the purpose ofA) Before acceptance of any phase of construction, the Engineer shall. determine if = 3 0 ascertainin that the work is in substantial conformance with this policy and the J $ the improvements are in substantial compliance with this policy (except for any w 0 'O approved construction documents. variances granted) and the approved construction documents N 0 B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of B) The Engineer may, at his sole discretion, accept work that is not in conformance Q Q commencing any work subject to the standards established by this policy. with this policy provided that the work is bonded for a period greater than three h ule roofrolls with the En ` eer a minimum of 48- years. The Engineer shall establish the extended bonding requirement. U C) The Contractor shall sc ed p hours in advance of such proofrolls. O D) Sampling and testing of materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the Engineer for the se of ascertaining that the work is in substantial conformance with this U p'� — policy and the approved construction documents. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications applicable to the portion of the work suspected to be non-compliant or as directed by the Engineer. E) Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, pavements shall be cored and tested at the expense of the Contractor. The average thicknesses of all courses must equal or exceed the minimum prescribed by the approved construction documents, and no single core shall show a deficiency greater than one half inch (1/2") in any course or total thickness from the pavement section indicated on the approved construction documents. F) Such inspections shall not be construed to relieve the developers' engineers or contractors in any way from their obligations and responsibilities under their contracts. Specifically, inspection by the Engineer, or by retained engineers or testing agencies, shall not require them to assume responsibilities for the approved construction documents, for any misinterpretation of the approved construction documents by the contractors during construction, or for the means and methods of construction, nor for safety on the j ob site. G) Work identified to not meet the requirements of this policy or the approved construction documents, unacceptable work, whether the result of poor workmanship, use of defective materials, damage through carelessness, or any other cause found to exist prior to the final acceptance of the work, shall be removed immediately and replaced in an acceptable manner at the Contractor's Page 7of8 Page 8 of 8 -ERTIFIED BfYG-""L C_ J PE „�,NA,;,,,%\�"°� Date 02-23-2017 CITY OF CARMEL RIGHT-OF-WAY PAVING POLICI Knm mots belm Call beftla you dig. an 1-800-382-5W FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared Sy" 8 Checked By: Chro WWW PE Quality Assurance: u David Lack, PE c — Scale: 0 Scale: I"= N/A N Q U Sheet C204 Date 02-23-2017 o - Project Number ,u 060384-20322 T I 0 0 Q U N D N C O O � O m C C O N N C N U + C 6 = p N N Q 0 d h E U + p� + N a N C > > E w Lu NQ U > > C 6 N ¢CJ nwwQ� O O CV N O V) C410 N 'C a I� CU } � U O -q Q N_ O U Q�— C3 C) `oma w 'L c C- a (y) a O CL)L U O m m U O U Leo) wr� W U -�— o � � � NZ N Z ) � .N 10 U V), WC:) 0 � 3 C:) a� 'Q L `) O 0 U CERTIFIED M• ��pQNER GZ S T F �� 0 Q S E PQ�O� ,��N ASL 1% Date 02-23-2017 COVERING CITY OF CARMEL CONCRETE CURB POLICY DESIGN E{nawwhi °s1 Cal! hdbia rmft 811 1 -BOD -382 -SW FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: .fd e Checked By: M PE Quality Assurance: DOW LACI% PE Scale:0 Scale: 1"= N/A Sheet C 2 0 5 Date 02-23-2017 Project Number 060384-20322 T I 0 J i q ���--�✓%.�',/r % !,-'/moi DRY DETENTION / WATER OUALrrY POND NO. 2 BOTTOM OF POND ELEVATION -867.48� Y ���� /7 10 YEAR STORM ELEVATION - 869.34 t`✓ ,• 100 YEAR STORM ELEVATION - 871.01 VOLUME OF DETENTION - 0.76 ACRE -FT f SPILLWAY ELEVATION - 871.46 100 YEAR ELEVATION IN SPILLWAY - 871.69 TOP OF BANK ELEVATION - 873.00 /% r ` T 31 TRANSVERSE SLOPE ON SIDE SLOPES / 7 / ° /00 f 18 IE=867.40 I J'TC 873. /t EP 8711>O TIC 877. I/ DRY DETENTION /WATER QUALITY POND 80.1 %J / EP 872.00 $32 BOTTOM OF POND ELEVATION -865.67 t t / T 872.05 '' 7 TC 874.2 I 873 10 YEAR STORM ELEVATION - 869.26 f 871.55 # EP 873.7 100 YEAR STORM ELEVATION - 870.98' / �,�� _.,� 874 TC 874;2 - 3.30 ACRE -FT � � � � EP 873.7 VOLUME OF DETENTION" �° _�/ TC 876.25 ? t SPILLWAY ELEVATION - 871.43 / / ; ? TOP OF BANK ELEVATION -873.00 / f : t 3 TC 873.87 , TC 872.50 "-� a�z EP 873.37 31 TRANSVERSE SLOPE ON SIDE SLOPES / EP 872.00 IE=866.75 TC 873.50 EP 873.00 8 TC 871.50 TC 872.95 EP 871.00 EP 872 45 5_5 C. 7 . � 7 . TC 873.79 EP 873.29 00 TC 873.90 EP 873.40 z 7' 9 MEG .,877.50 / 877. r MEG TO 878 7 ,, ,� 0° EP , 8.21 C 8 69 76.55 �� f EG TC 878.69 & 876.63 MEG EP 878.2 •.'', s (D�' x� % 48 875.62 ADJUST FIRE HYDR T PROPOSED GRADE EP TC 878.1 EP 877.6. rf =875.TC8077.85 % 875.57 EP 877.80 f! 4 R ' =875.25 875.65 5.65 MEG =77.55 875.75 r 0 875.7` ] FFE - 875.75 5.75 875.75 C 875.71 1 RE=875.65 875.75 TC 875.33 EP 874.83 TC 874.25 ,, 875.70 EP 78.75 ` _R 7T 7 9 / ' RE=8+2.90 tTC 874.10 EP 873.60 \ / TC EP 73.7 872 874 873.8 E P '873.40 74.20 / TC X73.58 ` / 1 EP 873$ TC 873.20 / / 873.6 EP 872.70 r EG 873.62 /f TC 872.05 TC 873.50 / / TC 874.10 f 873.60 EP 871.55 EP 873.00 / TC 872.25 TC 873.50 EP 871.75 EP 873.00 1 / t TC 872.05 EP 871.55 TC 873.50 EP 873.00 1 , % TC 872.50 r f 1 f EP 872.00 TC 872.95 EP 872.45 # f TC 873.20 1 f TC 871.50 EP 872.70 f/ (r 871.40 EP 871.00 1 1 TC 873.50 / 1 TC 872.00 EP 873.00 { r EP 871.50/Kill 7 TC 872.50 f �f j� # l EP 872.00 I j i TC 872.95 E j l7 i EP 872.45 fl I ` TC 873.70 ' EP 873.20TIC 872 25 r f 872.73 EP 871.75 EP 872.23 TC 873.45 I # EP 872.95 �^ 1 1 i % I El TC 873.10 t i F MAIN STREET (131ST STREET) r. MEG 7 TC 877.00 1aV o. i Ul 875.68 8 .41 EP 877.00 8 6.50 TC 875.53 877' EP 875.53 ! TC 877.09 �• 5.59 EP 876.59 11 8 i 876.28 75.18 i TC 875.80 EP 875.30 875.59 i 15 875 59 TE 875.09 TC 875.09 r - �� EP 875.09 P 875.09 RFY R74 FM IEP 873.3C �DJU�T FIRE �tEG 873.14 C 873.241 P 87.3.12 RAISE EP,Z74.73 TC 87/`3.44 IEP 876.74 TC 877.27 EP 876.77 TC 876.78 EP 876.28 iz TC 877.29 EP 876.79 r TIC 2 (� s GRADING PLAN LEGEND - 801 800.00 PROPOSED GRADE PROPOSED 1' CONTOUR FFE=800.00 FINISHED FLOOR ELEVATION MEG MATCH EXISTING GRADE PROPOSED 5' CONTOUR 207-1 TC 800.50 PROPOSED TOP OF CURB EP 800.00 PROPOSED EDGE OF PAVEMENT N 0 20 40 80 10 30 60 SCALE: 1"=40' �I SITE nerulF ST �� LIRA Ob- Z - - CITY DRAINAGE EASMENT I NATIONAL FLOOD INSURANCE PROGRAM FFE=800.00 FINISHED FLOOR ELEVATION SARM - - - - - - - - - GRADE BREAK LINE 207-1 RE=800.00 RIM ELEVATION At Mea°" GRADING PLAN NOTES HAMILTON COUNTY, 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY INDIANA ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. AND INCORPORATED AREAS 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. l' PANEL 107 OF 210 3. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL I CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. c 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS SHALL BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL. 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETED. 6. TOPSOIL SHALL BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS. UPON COMPLETION �> OF MASS EARTHWORK, TOPSOIL SHALL BE SPREAD TO A DEPTH OF FOUR TO SIX (4 TO 6) INCHES IN AREAS TO BE SEEDED SUCH AS STAGING AREA, GRASS AREAS, AND DISTURBED AREAS OUTSIDE OF BUILDING AND PARKING AREAS. ANY EXCESS SHALL BE EXPORTED FROM SITE. (n Cm 7. A GEOTECHNICAL REPORT HAS NOT BEEN PROVIDED FOR THIS PROJECT. CONTRACTOR TO PERFORM A N ll U a- 0 0 1E U p + + N O C >,>,E SITE VISIT PRIOR TO PROJECT BID. THE ENGINEER HAS BASED RECOMMENDATIONS UPON NRCS MAPS Q 'U n Lu � AND GENERAL KNOWLEDGE OF SOILS CONDITIONS IN THE AREA. N 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL NN 6 40 Q i D BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR 0 't 0 V� 00 0 0 r\ U REDESIGN MAY OCCUR. 9. MINIMUM FLOOD PROTECTION GRADE OF ALL STRUCTURES FRONTING A POND OR OPEN DITCH SHALL BE (r m (r NO LESS THAN 2 FEET ABOVE ANY ADJACENT 100 YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, G WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. 10. LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL m MEMBERS) SICH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND THE RIM OF THE WINDOW WELL. OCD� FLOODPLAIN NOTES z LO E P0, Q 1. THE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE "X" PER THE FLOOD INSURANCE RATE MAP, - COMMUNITY PANEL NO. 18057CO231G, REVISED NOVEMBER 19, 2014. N 0 20 40 80 10 30 60 SCALE: 1"=40' �I SITE nerulF ST �� LIRA Ob- Z APPROAMATF. SCALE soo 0 500 FEET ,a NUMBEE MAP R EFFE1911112171 CTIVE DATE: FEBRUARY 19. 2003 s IPsdad Emu Mange Amm I NATIONAL FLOOD INSURANCE PROGRAM 5 SARM 207-1 I' At Mea°" ;FIRM I FLOOD INSURANCE RATE MAP HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS LYNNE DR l' PANEL 107 OF 210 g ZONE X Al I 1 r4> Qs OJ 0 ,a NUMBEE MAP R EFFE1911112171 CTIVE DATE: FEBRUARY 19. 2003 s IPsdad Emu Mange Amm rrv. on al damn m,aTM .ww�� no.. DRAINAGE SUMMARY THE SITE DETENTION HAS BEEN MASTER PLANNED AND CONSTRUCTED. THE PROPOSED DEVELOPMENT HAS BEEN ANALYZED AND VERIFIED PER AS -BUILT CONDITION. THE DEVELOPMENT MEETS THE APPROVED DRAINAGE DESIGN REPORT FOR 131ST STREET AND US 31 INFRASTRUCTURE DATED DECEMBER 10, 2008 AS PREPARED BY CHRISTOPHER M. WISEMAN, PE. DRY DETENTION BASIN SPILLWAY (100 YEAR ELEVATION): = 871.69 MINIMUM FLOOD PROTECTION GRADE (MFPG): = 873.69 0 Q [L � 0 a U a� 0 c 0 0 0 �> o (n Cm 0 0 - C U E T�7) a� �• + 6 = (s z N ll U a- 0 0 1E U p + + N O C >,>,E w Q 'U n Lu � O 0 N �o NN 6 40 Q i D U6 0 't 0 V� 00 0 0 r\ U 0- _ f) LU o � a - (r m (r G m OCD� - z LO E P0, Q N J 7C)\^�`) - W Z z o0 Q 01 0 0) O cn dry D = CD 3 CD i � m C) CERTIFIED BY./ ' `"owln R ,, �,,,.• QNEM S T F O�� 0 G '` U PE Go Q��� P �� 's QQ QO t IAN ���• Date COVERING GRADING PLAN DESIGN Kax�vr�t�sl!/ifllt Call hobo ym dkj. 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared 8v&4 a Checked By: We WmeW PE Quality Assurance: David Lach, PE Scale: 0 Scale: 1" = 40' Sheet C301 Date 02-233-2017 Project Number 060384-20322 U c N Q U 0 0 J Q N 0 W rV Q C� Q_ O N O N M N L LL - 0 -O rV O O LJI N O M U / r) U / c LJ.J U N N (`') O N 00 (`') O 10 O O O N 1-1 N 0 Q U N O N C O O � a m C C O O U C ,n N N C N a o 2Z + N N U d N j C) O C N U + + N O N w ? �• � w U C 7 Q N Q U N W w w O O N O N N N10 .Q- C O Q- 0 O U O � O O 7C)LL c � 01 (Y) 01 (Y) a) (D CL)lf - .D m U Z `} � Qo _ o LJO E U V — _� N ,� 10 ) Z N "I- =Z 1— i — =D 'N o 010- Q. Q .— 0 7F, 30� o oo 10 LL- C C CERTIFIED BY. R sQ'ti IsrFp`���0, PE ' S` Date 02-23-201 j COVERING FLOOD ROUTING PLAN DESIGN rwmas bei Ga11 betom you 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: J e.4 8VaKe Checked By: axis w,, PE Quality Assurance: David Lad% PE Scale: 0 Scale: I"= 40' Sheet C302 Date 02-233-20177 Project Number 060384-20322 C C C � O m ti C N C N N U + C O = ✓3 ID N O FL n C M LL N U + + N 6 J C T T E w ID m OL w O Q U v� w w� � O O N N O N N N � � N O U O 00 Q V _ O U O �'? O 0-0ION LL cY) a, o'> v- CW1 bill YM Ift 811 1-800-382-55" FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared Sv" 8 Checked By: Chris Weem PE Quality Assurance: David Lech, PE Scale: 0 Scale: 1" = 40' Sheet C401 Date 02-23-2017 Project Number 060384-20322 Z Q n Z °° O z Z 4— L4 - w Q o W o0 U _� � V C 10 N Z N + z ::D 010- N O O o � LU a� r o CERTIFIED B/ i 1 s r Fp�J 0c' 'c. PE' -o JP O� C 0, ,- QQ` P �� Date 02-�3-201 GSTORMWATER STOR COVERING POLLUTION PREVENTION PLAN v- CW1 bill YM Ift 811 1-800-382-55" FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared Sv" 8 Checked By: Chris Weem PE Quality Assurance: David Lech, PE Scale: 0 Scale: 1" = 40' Sheet C401 Date 02-23-2017 Project Number 060384-20322 N N C .0 QI C B 1 A North ri mGreen "America n- M ads" Coir Logs Coir logs can function in many ways. Along the toe of shorelines and streambanks, coir logs can act as a wave break or flow barrier. On slopes and along perimeters, coir logs can trap sediment while filtering water. Tensar's North Ameri- can Green® coir log technology can help the success of your project regardless of project difficulty. With varying sizes, weights and netting types, there is a coir log for every application from sediment Neenah Casting control and dewatering to erosion protection and revegetation in wetlands, wa- Inlet Type Grate Size Opening Size terways and environmentally sensitive areas. I North American Green coir logs are available in 5-, 7- and 9 -lbs densities, 8,9 Jry Tf ' diameters up to 20 inches, and natural or synthetic netting options. Curb Box (CB) 21.6 x 15.6 19.7 x 13.5 1.9 1.5 62MCBFX 10, 11 R3287-1 OV Where to use coir logs? Curb Box (CB) 34.75 x 15.6 • Sediment control and dewatering applications 5 5 I • Slope, lake and reservoir shoreline protection and revegetation4 I ip • and sure transition zones 'dal estuary Beaches, dunes, tT y g II 2 x 22.5 x 22.5 • Wetland and riparian areas 4.2 %v • Waterways, streambanks, riverbanks and woodlands 2 R3472 5340 Square/Rectangular (SQ) 21.75 x 21.75 • Toe protection with erosion control blankets, mats or mulches' 2.1 1.7 • Ideal for use with Vnrl ShoreMax'm, and BioNet® products in 5 R3527 -M shoreline and stream bank stabilization projects Square/Rectangular (SQ) 2 x 22.5 x 22.5 2 x 20.7 x 19.5 4.2 3.6 "American -Made - Ourline of coir logs offers many unique features: � • Consistent high quality Square/Rectangular (SQ) 29.75 x 16.75 27.5 x 14.5 � fill M "`we, • Machine compressed coir fiber produces consistent fill densities 62MSQFX 7 • Palletized 10 ft lags for easy shipping, handling and storage 6610 Square/Rectangular (SQ) 33.9 x 33.9 29.5 X 29.5 3.8 • Available in natural or synthetic netting and 8-, 12-, 16and 20 -in. diameters 62LSQFX •, i i Road www.nagreen.com 4 I N/ FLEXSTORM CATCH -IT FILTERS FOR TEMPORARY INLET PR❑TECTI❑N FLEX STORM CATCH -IT MUST BE USED IN THE PRODUCT SELECTION AND SPECIFICATI❑N DRAWING CITY OF CARMEL RIGHT-OF-WAY GALVANIZED STEEL FRAMING W/LIFT HANDLES GALVANIZED STEEL FRAMING __---W/LIFT HANDLES TIMATE BYPASS -EA `REPLACEABLE FILTER BAG W/STAINLESS CLAMPING BAND FLEXSTORM CATCH -IT INLET FILTERS FOR ROUND OPENINGS FLEXSTORM CATCH -IT INLET FITLERS FOR SQUARE/RECTANGULAR OPENINGS ULTIMATE E AREA 1 INDIANA ;URB GUARD FLAP MAGNETIC TIE DOWNS D _ SLE FILTER BAG W/STAINLESS CLAMPING BAND FLEXSTORM CATCH -IT INLET FTfLERS FOR CURB BOX OPENINGS (MAGNETIC CURB FLAP) INDOT Reference Neenah Casting East Jordan Casting Inlet Type Grate Size Opening Size Bag Cap. Ifls) FX Flow Ratings [CFS) ADS P/N 8,9 R3286-8W9V 7520-T1 Curb Box (CB) 21.6 x 15.6 19.7 x 13.5 1.9 1.5 62MCBFX 10, 11 R3287-1 OV 7505 Curb Box (CB) 34.75 x 15.6 33 x 14 2.5 2.0 62LCBFX 15 R3287-15 7565 Curb Box (CB) 2 x 22.5 x 22.5 2 x 20 x 2 0 4.2 3.6 62XLCBFX 2 R3472 5340 Square/Rectangular (SQ) 21.75 x 21.75 19.6 x 19.6 2.1 1.7 62MSQFX 5 R3527 -M 5425 Square/Rectangular (SQ) 2 x 22.5 x 22.5 2 x 20.7 x 19.5 4.2 3.6 62XLSQFX 13 R3360 -A 5335 Square/Rectangular (SQ) 29.75 x 16.75 27.5 x 14.5 2.1 1.7 62MSQFX 7 R4215 -C 6610 Square/Rectangular (SQ) 33.9 x 33.9 29.5 X 29.5 3.8 2.7 62LSQFX 12A R3808-2 5405 Square/Rectangular (SQ) 45.25 x 28.6 40.1 x 23.5 4.2 3.6 62XLSQFX G 2504 1020 Round (RD) 22.25-23.5 -20.5 1.5 1.2 62MRDFX 0 2501 1040, 2830 Beehive (RDB) Beehive Grates (-26.0) -24.0 1.9 1.5 62MRDFX o 3501 -TR 7495 Rolled Curb 26 x 23.5 26 x 22 3.1 1.9 62LSQFX3501-TR ),FLOW RATINGS SHOWN ARE 50% MAXIMIUM INSTALLATION. NOTES: 1. REMOVE GRATE 1. ALL FRAMING IS CONSTRUCTED OF CORROSION RESISTANT STEEL FRAMING FOR 2. DROP FLEXSTORM INLET PROLONGED PRODUCT LIFE. FILTER ONTO LOAD BEARING LIP OF CASTING OR 2. TOTAL BYPASS CAPACITY WILL VARY WITH EACH SIZED DRAINAGE STRUCTURE. CONCRETE STRUCTURE FLEXSTORM DESIGNS FRAMING BYPASS TO MEET ❑R EXCEED THE DESIGN FLOW OF THE PARTICULAR DRAINAGE STRUCTURE. CONCRETE STRUCUTRES MAY REQUIRE ADDITIONAL 3,REPLACE GRATE REVIEW. 3. UPON ORDERING THE ADS P/N CONFIRMATION OF THE DOT CALL❑UT, FLEXSTORM ITEM CODE, CASTING MAKE AND MODEL, OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED. 4. FOR WRITTEN SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERS.COM 41 3 41 E\Dimensional Diograms\Flex storm Catchlt.jpg [+ B ALL PRODUCTS MANUFACTURED BY INLET & PIPE PR❑TECTI❑N, INC A DIVISI❑N OF ADS, INC. WWW.INLETFILTERS.0❑M A (866) 287-8655 PH (630) 355-3477 FX INF❑RINLETFILTERS.0❑M 1 OF 1 Grad Diversion Ridge with 3:1 Side 111 /� I 15' -i Public road Geotextile Fabric \y� Underliner H = X inches Diversion Cross -Section H =Height of Diversion Ridge (Note: 8 inch minimum) Instaktion: 1. Remove all vegetation and other objectionable material from the foundation area. 2. Grade foundation and crown for positive drainage. If the slope of the construction entrance is toward a public road and exceeds two percent, construct an eight inch high diversion ridge with a ratio of 3 -to -1 side slopes across the foundation area about 15 feet from the entrance to divert runoff away from the road. 3. Install a culvert pipe under the pad if needed to maintain proper public road drainage. 4. If wet conditions are anticipated, place geotextile fabric on the graded foundation to improve stability. 5. Place aggregate (INDOT CA No. 2) to the dimensions and grade shown in the construction plans, leaving the surface smooth and sloped for drainage. 6. Where possible, divert all storm water runoff and drainage from the ingress,/egress pad to a sediment trap or basin. Maintenance= • Inspect daily. • Reshape pad as needed for drainage and runoff control. • Top dress with clean aggregate as needed. • Immediately remove mud and sediment tracked or washed onto public roads. • Flushing should only be used if the water can be conveyed into a sediment trap or basin. TEMPORARY CONSTRUCTION INGRESS I EGRESS PAD NO SCALE 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, 4. INCLUDING ANY SPECIFIED APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE 5 BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3. ROLL THE BLANKETS ACROSS THE SLOPE PERPENDICULAR TO THE DIRECTION OF WATER FLOW. RuvI THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 6" OVERLAP [8" OVERLAP ON INDICT PROJECTS]. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 6" OVERLAP, STAPLE THROUGH OVERLAPPED AREA, APPROX. 12" APART. REFER TO GENERAL STAPLE PATTERN GUIDE FOR CORRECT STAPLE PATTERN RECOMMENDATIONS. SLOPE INSTALLATION GUIDE NOT TO SCALE 2" X 2" HARDWOOD POST OR STEEL TEE POST 3' DIAMETER 3' HIGH #4 GAGE WIRE ON -WOVEN HEAVY DUTY EOTEXTILE FABRIC ON - OWN SLOPE AND OTTOM OF TRENCH COMPACTED FILL FLOW -� 8" UWAmE YARD INLET 2 LAYERS OF 6"X6"X10/10 GAGE WIRE 2" X 2" HARDWOOD POST OR STEEL TEE POST 12 TO 18" MEASURED FROM TOP OF INLET 18" MIN. 4" ANCHOR TO GRATE 6"x6" 10/10 GAUGE WIRE NON WOVEN GEOTEXTILE FILTER FABRIC YARD CASTING GRASS ROUND YARD INET TUCK FILTER FABRIC UNDER CASTING Instaktiory. 1. Dig an eight -inch deep, four -inch wide trench around the perimeter of the inlet. 2. If using pre -assembled geotextile fabric and posts, drive the posts into the soil, tightly stretching the geotextile fabric between posts as each is driven. (Posts must be placed on the inlet side of the anchor trench with the geotextile fabric on the side of the trench farthest from the inlet.) Note: If assembling the geotextile fabric and posts on-site, drive the posts into the soil and then secure the ectextile fabric to the posts by placing a piece of lathe over the fabric and fastening it to the post (stretching the fabric between posts as it is fastened). 3. Use the wrap join method when joining posts 4. Place the bottom 12 inches of geotextile fabric into the eight -inch deep trench, laying the remaining four inches in the bottom of the trench and extending away from the inlet. 5. Backfill the trench with soil material and compact it in place. 6. Brace the posts by nailing braces into each corner post or utilize rigid panels to support fabric. M&tenance: • Inspect doily. Inspect geotextile fabric and make needed repairs immediately. • Remove sediment from pool area to provide storage for the next storm event. Avoid damaging or undercutting fabric during sediment removal. • When contributing drainage area has been stabilized, remove sediment, properly dispose of oil construction material, grade area to the elevation of the storm drain inlet top, then stabilize immediately. GEOTEXTILE FABRIC YARD DROP INLET PROTECTION NO SCALE CONCRETE WASHOUT (BELOW GRADE SYSTEM) oO D O D D O PLAN VIEW 2 TO 3 FT. 5 TO 7 FT. 12 IN. 5 IN. 3 TO 4 FT. 6 TO 12 FT. 18 IN. 0 4 TO 6 FT. 8 TO 18 FT, 24 IN. 10 IN. 0 12 TO 22 FT. OSLOPE 12 IN. 8 TO 10 FT. 14 TO 28 FT. 36 IN. 14 IN. 10 TO 12 FT. 16 TO 32 FT. O : a 0 0 10' MIN. 3:1 MAX. O c 10' MIN. C� c > + c a a E U + + N O °��;_ UJ � Q w u N 7 a U > > C a (D Q v n W W d' • • 0 0 • • CDO N N C:) V) V) N IJ �v � r\ aD c •^p U U O A EXCAVATIO O 73 LL a a, (y) o` G O J Q 0 I- W Z C0 0 (1) SANDBAGS OR OTHER APPROPRO o O F_- O w 0 /I O W 0 ^ o0 U ANCHORING SYSTEM T IL t ) 't Z Q Z SECURE THE POLYETHYLENE LINING (10 MILL) POLYETHYLENE LINING. SECTION A -A I 1' MIN. I Q C3 Q 0 cn "- 3 C FREEBOAR o p- / SLOPE 3:1 MAX. CONCRETE WASHOUT (ABOVE GRADE SYSTEM) ° PLAN VIEW X x x x x x ❑x ° X ❑ POLYETHYLENE LINING x (10 MILL); THE ° x 10' MIN. X LINING SHOULD 10' MIN. x x ° EXTEND OVER THE A ❑ x x ❑ ASTRAW BALES. ❑ x x ❑ X x ° x x ° XX X X X X X X C1❑ ❑ ❑ ❑ 11 11 METAL PINS OR WOOD OR METAL STAPLES TO SECURE STAKES TO SECURE THE POLYETHYLENE THE STRAW BALES (2 LINING TO THE STRAW BALES. PER STRAW BALE) POLYETHYLENE LINING STRAW BALE (10 MILL); THE (ALTERNATIVE LINING SHOULD MATERIALS OR EXTEND OVER THE SECTION A -A PRODUCTS MAY BE TRAW BALES. USED TO PROVIDE\/ \/ \/\ \�\ \ STRAW BALES STRUCTURAL //A \//A hh " \�\/ ' ENTRENCHED CONTAINMENT) ��\./l\� MATERIALED SOIL �����\J/\\/�,� 4 INCHES INTO THE SOIL 1r18t81atlor} Prefabricated Washout Systertre/Container• • Install and locate according to the manufacturer's recommendations. Designed and hollailied Systans • Utilize and follow the design in the storm water pollution prevention plan to install the system. • Dependent upon the type of system, either excavate the pit or install the containment system. • A base shall be constructed and prepared that is free of rocks and other debris that may cause tears or punctures in the polyethylene lining. • Install the polyethylene lining. For excavated systems, the lining should extend over the entire excavation. The lining for bermed systems should be installed over the pooling area with enough material to extend the lining over the berm or containment system. The lining should be secured with pins, staples, or other fasteners. • Place flogs, safety fencing, or equivalent to provide a barrier to construction equipment and other traffic. • Place a non -collapsing, non -water holding cover over the washout facility prior to a predicted rainfall event to prevent accumulation of water and possible overflow of the system (optional). • Install signage that identifies concrete washout areas. • Post signs directing contractors and suppliers to designated locations. • Where necessary, provide stable ingress and egress or alternative approach pad for concrete washout systems. Maintenance • Inspect daily and after each storm event. • Inspect the integrity of the overall structure including, where applicable, the containment system. • Inspect the system for leaks, spills, and tracking of soil by equipment. • Inspect the polyethylene lining for failure, including tears and punctures. • Once concrete wastes harden, remove and dispose of the material. • Excess concrete should be removed when the washout system reaches 50 percent of the design capacity. Use of the system should be discontinued until appropriate measures can be initiated to clean the structure. Prefabricated systems should also utilize this criterion, unless the manufacturer has alternate specifications. • Upon removal of the solids, inspect the structure. Repair the structure as needed or construct a new system. • Dispose of all concrete in a legal manner. Reuse the material on site, recycle, or haul the material to an approved construction/demolition landfill site. Recycling of material is encouraged. The waste material can be used for multiple applications including but not limited to roadbeds and building. The availability for recycling should be checked locolly. • The plastic liner should be replaced after every cleoning; the removal of material will usually damage the lining. • The concrete washout system should be repaired or enlarged as necessary to maintain capacity for concrete waste. • Concrete washout systems are designed to promote evaporation. However, if the liquids do not evaporate and the system is near capacity it may be necessary to vacuum or remove the liquids and dispose of them in an acceptable method. Disposal may be allowed at the local sonitary sewer authority provided their National Pollutant Discharge Elimination System permits allow for acceptance of this material. Another option would be to utilize a secondary containment system or basin for further dewatering. • Prefabricated units are often pumped and the company supplying the unit provides this service. Inspect construction activities on a regular basis to ensure suppliers, contractors, and others ore utilizing designated washout areas. If concrete waste is being disposed of improperly, identify the violators and take appropriate action. • When concrete washout systems ore no longer required, the concrete washout systems sholl be closed. Dispose of all hardened concrete and other materials used to construct the system. • Holes, depressions and other land disturbances associated with the system should be backfilled, graded, and stabilized. CONCRETE WASHOUT NO SCALE DRIP LINE �- DRIP LINE ORANGE PLASTIC FENCING INSTALLED AT THE DRIP LINE MAINTENANCE *INSPECT AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • REPAIR PERIMETER BARRIERS IF DAMAGED. • INSPECT FOR DAMAGE FROM CONSTRUCTION EQUIPMENT, ETC. REPAIR WOUNDS SIMPLY BY REMOVING DAMAGED BARK AND WOOD TISSUE. DO NOT USE TREE PAINT *CABLE AND BRACE ANY TRUNK SPLITS, WEAK FORKS, AND LARGE LIMBS. SINGLE TREE / SHRUB PRESERVATION AND PROTECTION 40T TO SCALE STEP 1: EXCAVATE A 4" X 8" DEEP TRENCH STEP 2: -2" X 2" HARDWOOD POST .--1Z NON -WOVEN HEAVY DUTY GEOTEXTILE FABRIC " r STEP 3: NON -WOVEN HEAVY Dttl GEOTEXTILE FABRIC ON DOWN SLOPE AND BOTTOM OF TRENCH COMPACTED FILL FLOW 4" 2" X 2" HARDWOOD POST SECTION V Instdation: 1. Lay out the location of the fence so that it is parallel to the contour of the slope and at least 10 feet beyond the toe of the slope to provide a sediment 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 end terminates at a higher elevation than the top of the fence at its lowest point. 2. Excavate on eight -inch deep by four -inch wide trench along the entire length of the fence line. Installation by plowing is also acceptable. 3. Install the silt fence with the filter fabric located on the up-slope side of the excavated trench and the support posts on the down-slope side of the trench. 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. A minimum of 12 inches of the filter fabric should extend into the trench. 5. Lay the lower four inches of filter fabric on the bottom of the trench and extend it toward the up-slope side of the trench. 6. Backfill the trench with soil material and compact it in place. Note: If the silt fence is being constructed on-site, attach the filter fabric to the support posts and attach wooden lathe to secure the fabric to the posts. Allow for at least 12 inches of fabric below ground level. Complete the silt fence installation, following steps 1 through 6 above. Maintenance • Inspect within 24 hours of a rain event and at least once every seven calendar days. • If fence fabric tears, starts to decompose, or in any way becomes ineffective, replace the affected portion immediately. Note, All repalre should meet speclAcafts els outlined within this measure. • Remove deposited sediment when it is causing the filter fabric to bulge or when it nce at its lowest point. When contributing reaches one-half the height of the fe drainage area has been stabilized, remove the fence and sediment deposits, grade the site to blend with the surrounding area, and stabilize. SILT FENCE BARRIER INSTALLATION NO SCALE RIP RAP D50=8" GEOTEXTILE FABRIC OR " #8 CRUSHED STONE #8 CRUSHED STONE 3.1 3:1 �,�7,t " „` ; VARIES RIP RAP D50=8" 3 X DIA. (MINIMUM) RIP RAP D50=8" GEOTEXTILE FABRIC OR 2" #8 CRUSHED STONE CROSS-SECTION 1 5' MINIMUM (SEE TABLE 1) r TABLE k SM FOR FLOW DI3,4PATM AT CULVERT PPE OUTLET PIPE SIZE AVERAGE RIPRAP DIAMETER APRON WIDTH APRON LENGTH 8 IN. 3 IN. 2 TO 3 FT. 5 TO 7 FT. 12 IN. 5 IN. 3 TO 4 FT. 6 TO 12 FT. 18 IN. 8 IN. 4 TO 6 FT. 8 TO 18 FT, 24 IN. 10 IN. 6 TO 8 FT. 12 TO 22 FT. 30 IN, 12 IN. 8 TO 10 FT. 14 TO 28 FT. 36 IN. 14 IN. 10 TO 12 FT. 16 TO 32 FT. 1. DIVERT SURFACE WATER RUNOFF AROUND THE STRUCTURE DURING CONSTRUCTION SO THAT THE SITE CAN BE PROPERLY DEWATERED FOR FOUNDATION PREPARATION. 2. EXCAVATE FOUNDATION AND APRON AREA SUBGRADES BELOW DESIGN ELEVATION TO ALLOW FOR THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 3. COMPACT ANY FILL USED IN SUBGRADE PREPARATION TO THE DENSITY OF SURROUNDING UNDISTURBED SOIL. 4. SMOOTH SUBGRADE ENOUGH TO PROTECT GEOTEXTILE FABRIC FROM TEARING. 5. PLACE GEOTEXTILE FABRIC OR AGGREGATE BEDDING MATERIAL (FOR STABILIZATION AND FILTRATION) ON THE COMPACTED AND SMOOTHED FOUNDATION. 6. INSTALL RIPRAP TO THE LINES AND ELEVATIONS SHOWN IN THE CONSTRUCTION PLANS. BLEND RIPRAP SMOOTHLY TO SURROUNDING GRADE. IF THE CHANNEL IS WELL DEFINED, EXTEND THE APRON ACROSS THE CHANNEL BOTTOM AND UP THE CHANNEL BANKS TO AN ELEVATION OF SIX INCHES ABOVE THE MAXIMUM TAILWATER DEPTH OR THE TOP OF BANK, WHICHEVER IS LESS. 7. IF GEOTEXTILE FABRIC TEARS WHEN PLACING RIPRAP, REPAIR IMMEDIATELY BY LAYING AND STAPLING A PIECE OF FABRIC OVER DAMAGED AREA, OVERLAPPING THE UNDAMAGED AREAS BY AT LEAST 12 INCHES. 8. CONSTRUCT A SMALL PLUNGE POOL WITHIN THE OUTLET APRON (RIPRAP APRONS MUST BE LEVEL WITH OR SLIGHTLY LOWER THAN THE RECEIVING CHANNEL AND SHOULD NOT PRODUCE AN OVERFALL OR RESTRICT FLOW OF THE WATER CONVEYANCE STRUCTURE). 1. INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. 2. INSPECT FOR STONE DISPLACEMENT; REPLACE STONES ENSURING PLACEMENT AT FINISHED GRADE. 3. CHECK FOR EROSION OR SCOURING AROUND SIDES OF THE APRON; REPAIR IMMEDIATELY. 4. CHECK FOR PIPING UNDERCUTTING; REPAIR IMMEDIATELY. CONCRETE END SECTION RIPRAP DETAIL (LOWER INVERT) NOT TO SCALE 0 Q U 0 : a 0 c C o � � C� c > + c a a E U + + N O °��;_ UJ � Q w u N 7 a U > > C a (D Q v n W W d' • • 0 0 • • CDO N N C:) V) V) N IJ �v � r\ aD c •^p U U o��Q C) U O O 73 LL a a, (y) o` G (/) J Q I- W Z C0 0 (1) U F_- �--- w 0 /I O W 0 ^ o0 U _� � CV IL t ) 't Z Q Z 0 , V- 'N I Cn Q N CS I Q C3 Q 0 cn "- 3 C Ci - _ o p- 10 0 w N Q • Q V) C� L r 0 - CERTIFIED BY./ 9 ' vQ Q E P 0�' , �`= �0�; pp GNP P �G-I \� /1111111141111111111 Date 02-23-2017 COVERING SWPP DETAILS DESIGN 's helaysc Call befam you d4 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared Syaldl, 8 Checked By: Chris WsemeA PE Quality Assurance: David LaCK PE Scale: 0 Scale: I' = N/A Sheet C402 FDale02-23-2017 Number 060384-20322 U c a) Q 4 STORMWATER POLLUTION PREVENTION FLAN FOR CONSTRUCTION SATES 1. Hyd#ologic Urd Code -14 Did - 0512 0201090060 2. Name of All Receiving Waters The proposed site stormwater runoff outlets through a 15" and 18 pipe discharging to the existing dry detention basin that outlets to a roadside swale along US 31 and ultimotely to Williams Creek. 3. Pre -construction And Post Cortaftuctlon Estimate Of Peak Dieoharge 10 Yr Allowable = 1.61 cfs 10 Yr. Post -Construction = 1.26 cfs 100 Yr Allowable = 4.83 cfs 100 Yr. Post -Construction = 4.23 cfs 41 Specific Pouts Where Stormwater Diecharge W1 Leave The Site+ The proposed site stormwater runoff outlets through o 15" and 18" pipe discharging to the existing dry detention basin that outlets to a roadside swole along US 31 and ultimotely to Williams Creek. See sheet C401 for the extents of The Stormwater Management Plan components. 5 Identification Of Potential Discharge To Groundwater - None on-site. Discharge to groundwater at the downstream detention/infiltrotion basin. 6 Sole Map la kid W D@jgd ons And Ltmtatfons See soils mop on this sheet (C403) for soils descriptions and urban development limitations 7 DeecrMon Of Potential Pollutant Sources Associated With Coretruction Activities: The primary pollutant associated with construction activities is sediment. Additional pollutants may be generated by construction vehicle operation and maintenance (e.g. fueling, changing hydraulic fluids and oils); concrete washout; improper storage of construction materials; improper disposal of construction trash and debris; improper application or over application of fertilizers and pesticides; and improper storage, application, and disposal of soluble materials or other materials that may be mobilized by storm water runoff, equipment and fuel will be stored in a central location and the contractor shall institute methods and procedures to prevent discharge of pollutants. 8. Temporary and Permanent Stormwater Qualty Messiness Location. Umerwarie Specifications And Conetruction Detale For Each Stormwater Quality Measure a. Location: See sheet C401 for locations and associated erosion control details on sheet C402. b. Dimensions: See sheet C401 and details on C402. c. Detailed Specifications: See sheet C402 for detailed specifications. d. Construction Details: See sheet C402 for construction details. e. Monitoring and Maintenance Guidelines: See sheet C402 for details containing maintenance requirements for each stormwater quality measure. 9. General Construction Seguerxet. 1. Schedule and hold a pre -construction meeting with the engineering department before the start of any construction activities. 2. Install inlet protection (see sheet C101). 3. Install silt fencing as shown (see detail sheet C402). Dust shall be kept to a minimum by utilizing sprinkling, calcium chloride, vegetative cover, spray on adhesive or other approved methods. 4. Construct temporary construction ingress/egress drive (see sheets C101, C401 and C402) 5. Identify construction staging, concrete washout areas, material storage and topsoil stockpile areas. 6. The contact information for the person with onsite responsibilities must be posted. 7. IDEM and City of Carmel must be notified within 48 hours of commencing construction. 8. Contact Indiana Underground Planned Protection Systems, Inc. ("Indiana 811 ") for underground utility locations. (1-800-382-5544). 9. Before opening up the site, first evaluate, mark, and protect important trees and associated root zones, unique areas to be preserved (i.e. wetlands) or existing vegetation suitable for use as filter strips (especially in perimeter areas). 10. Begin preliminary grading by striping topsoil as needed and stockpile any existing topsoil on-site as indicated on plans. 11. Begin mass earthwork for improvements for preliminary grading. See "general seeding and surface stabilization procedures" for temporary seeding guidelines on this sheet. 12. Place inlet protection as proposed storm sewer network is installed. 13. Repair any silt fencing if damaged. If silt is Y3 height of fabric, remove silt and replace to original condition. See detail on sheet C402. 14. Immediately after grading, apply surface stabilization practices on all graded areas, using permanent measures in accordance with the erosion control plan. However, if weather delays permanent stabilization, temporary seeding and/or mulching ,ay be necessary a: a provisional measure. Also stabilize (using temporary seeding/mulching or other suitable means) and disturbed area where active construction will not take place for 15 working days. 15. After construction and final grading, permanently stabilize all disturbed areas. Also remove temporary runoff control structures, any unstable sediment, and stabilize those areas with permanent seeding and erosion control blanket if necessary. 16. Maintain all erosion and sediment control practices until all disturbed areas ore permanently stabilized. Br - Brookston silt loam with surface depressions. Major factor affecting urban uses include surface water ponding, seasonal high water table, and severe internal wetness. CrA - Crosby silt loam on 0 to 3 percent slopes. Major factors affecting urban uses include slight surface ponding, seasonal high water table, and moderate internal wetness. Map Unit Legend Hamilton County, 1 dram (11,1057) Rate per Acre Map Unit Symbol sill- - _-- Map unit Name j Acres m AOI Percer6 of AOI Wheat or Rye -sill Br - erooksto„ silly clay loam, o roe cs percent slopes to r% - Oct. 30 CrA Crosby silt loam, fine -loamy 5.6 subsoil, 0 to 2 percent slopes d5 9",L 1 inch Totals for Area of Interest 6.5 t 00.0°4 Annual Ryegross CONSTRUCTION/STORMWATER POLLUTION PREVENTION PLAN 10. Locatane Of Proposed Sol 3tockplea. Borrow And/Or Disposal Areas, No soil stockpile is proposed for this project. 11 Temporary and Permanent Strlace 3tabllzation Methods Appropriate For Each Season= See sheet C401 and "GENERAL SEEDING & SURFACE STABILIZING PROCEDURES" on this sheet. 12 Erosion And 3edment Control Speakatkme For Inxlvidual Buicfrg Lots: N/A 13. Material Handing And %A Prevention: Expected construction materials on site may include vehicle lubricants, oils, vehicular fuels, concrete wash-out, ocids, curing compounds, paints, mulch, pesticides, herbicides, fertilizer, and trash. Any toxic waste materials are to be disposed of according to local and state laws. Small spills and leaks of these materials onto non -paved areas will be shoveled into containers or dumpsters for proper disposal. Fueling trucks will be equipped with spill prevention kits for smaller fuel spills. all vehicular maintenance shall be performed in the some designated area throughout the construction time frame. If possible, vehicular maintenance shall be done off-site at facilities that are designed to handle any material spillage. This shall include fueling of vehicles whenever possible. The City of Carmel Fire Department (317)571-2600 or 911, Indiana Department of Environmental Management, Office of Emergency Response (800)-233-7745, shall be notified immediately for larger spills or leaks. The Notional Response Center (800)-424-8802 shall be notified and provided with the following information: Time of Spill, Location of Spill, Material, Source of Spill, Approximate Volume and Length of Spillage, Weather Conditions at Time of Spill, Personal Present at Time of Spill, and All Action Taken for Post Spill Cleanup. Contractor shall contact a waste recovery agency immediately for removal of contaminates and coordination of monitoring the site during cleanup until all of the hazardous material has been removed. Contractor shall cooperate with idem during and after the spill to insure all required cleanup and filing reports are properly submitted. The Developer shall be continually informed of any contamination concerns occurring on the site. The construction manager shall keep on site a list of qualified contractors for spill remediotion. All site personnel, including maintenance employees, shall be made aware of proper spill prevention and remediation techniques. All materials used to absorb spills shall be properly disposed of in on approved manor wi h local and state lows. do not flush spill materials with water unless directed to do so by a governing agency. It is important that all manufacturer's instructions be followed when using or applying all fertilizers, herbicides, and pesticides. 14 Person ReapgD@t a for hstallabon and Maintenance of Erosion and Sediment Control Practices Nome: Jamie Browning, Browning Investment Address: 6100 W. 96th Street Indianapolis, IN 46219 Phone: (317) 344-7373 Email: jbrowning@browninginv.com Qualifications: President at Browning Investment. • Oversee numerous construction projects including all aspects of SWPPP implementation. SOILS MAP STORMWATER POLLUTION PREVENTION PLAN FOR POST -CONSTRUCTION 1 Description Of Pokdants And Their Sam= Associated With The Proposed Land Ube Potential pollutant sources post construction include fertilizers, herbicides, pesticides and other lawn treatment applications along with assorted fuels, oils and liquids associated with vehicular traffic throughout the developed site. there are downstream water quality effects due to channelling discharges to o single point. This can result in bank erosion , down cutting of the channel bottom. 2. Deectiption Of Proposed Poet Construction Stormwater Qualty Mealaill a. Location: See sheet C401 for locations and associated erosion control details on sheet C402. b. Type: One (1) Inline Swirl Chamber and One (1) Snout Hood C. Dimensions: See sheet C402 for dimensions. d. Sizing Calculations: See the drainage report for sizing calculations. e. Detailed Specifications: See sheet C402 for detailed specifications. f. Construction Details: See sheet C402 for construction details. The post -construction stormwater quality measure implementation shall begin after substantial completion of the construction activities for the proposed project. this is the appropriate time to install the proposed stormwater bmp structures. The location of these structures can be found on sheet C501. Details can be found on sheet C503. Following construction, all erosion control measures shall be inspected and maintained until all permanent measures and vegetation has been established and construction, including landscaping, is complete. r installation ost-constructio Afte sta otin of the o p n bmp structure is in place, individual erosion control measures may be removed, including following permanent inlet protection seeding and after sufficient vegetation has been established in an area to prevent silt and soil erosion into the storm sewer system. Inspection and maintenance of all common areas, landscape areas and infrastructure improvements are the responsibility of the developer / owner and or local agencies taking jurisdiction over the infrastructure improvements See this sheet for detailed post -construction sequence and implementation. 4. Stormwater gasify measures to be h *wnented to prevent or mfnMze adverse inpacte to stream and rlparlan hebttats Refer to related Drainage Report for this project. 5. An Operation and Maiiterwoe Manual for sl post-conetructill stormwater gushy meas ie required and has been provided under a separate cover. Refer to related Operations and Maintenance Manual for this project. GENERAL SEEDING and SURFACE STABILIZATION PROCEDURES (1) TBNIORARY SEEM Table t Temporary Seeding Spftilli ations Seed Species 1 Rate per Acre Plantrg Depth Optimum Dates 2 Wheat or Rye 150 lbs. 1 to 1-1/2 inches Sept. 15 - Oct. 30 Spring Oats 100 lbs. 1 inch March 1 - April 15 Annual Ryegross 40 lbs. 1-1/4 inch March 1 Aug. 1 - - May 1 Sept. 1 German Millet 40 lbs. 1 to 2 inches May 1 - June 1 Sudangross 35 lbs. 1 to 2 inches May 1 - July 30 Buckwheat 60 lbs. 1 to 2 inches April 15 - June 1 Corn (broadcast) 300 lbs. 1 to 2 inches May 11 - Aug. 10 Sorghum 35 lbs. 1 to 2 inches May 1 - July 15 1. Perennial species may be used as a temporary cover, especially if the area to be seeded will remain idle for more than one year (See Permanent Seeding). 2. Seeding done outside the optimum seeding dates increases the chances of seeding failure. Dates may be extended or shortened based on the location of the project site within the state. Notes: Mulch alone is on acceptable temporary cover and may be used in lieu of temporary seeding, provided that it is appropriately anchored. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas of concentrated flow. Application Seedbed Preparation 1. Test soil to determine pH and nutrient levels. 2. Apply soil amendments as recommended by the soil test. If testing is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Work the soil amendments into the upper two to four inches of the soil with a disk or rake operated across the slope. Seeding 1, Select o seed species or on appropriate seed mixture and opplicotion rote from Table 1. 2. Apply seed uniformly with a drill or cultipocker seeder or by broadcasting. Plant or cover seed to the depth shown in Table 1. Notes: 1. If drilling or broadcasting the seed, ensure good seed -to -soil contact by firming the seedbed with a roller or cultipocker after completing seeding operations. Daily seeding when the soil is moist is usually most effective. 2. If seeding is done with a hydroseeder, fertilizer and mulch can be applied with the seed in a slurry mixture. 3. Apply mulch (See Mulching and Compost Mulching Requirements Below) and anchor it in place. Maintenance Inspect within 24 hours of each rain event and at least once every seven calendar days. Check for erosion or movement of mulch and repair immediately. Monitor for erosion damage and adequate cover (80 percent density); reseed, fertilize, and apply mulch where necessary. If nitrogen deficiency is apparent, top -dress fall seeded wheat or rye seeding with 50 pounds per acre of nitrogen in February or March. W FEWANE 1T SEEDIIII1G Ap*ation Sk Preparation 1.Grode the site to achieve positive drainage. 2. Add topsoil or compost mulch to achieve needed depth for establishment of vegetation. (Compost material may be added to improve soil moisture holding capacity, soil friability, and nutrient availability.) Seedbed Preparation 1.Test soil to determine pH and nutrient levels. 2. Apply soil amendments as recommended by the soil test and work into the upper two to four inches of soil. If testing is not done, apply 400 to 600 pounds per acre of 12-12-12 analysis fertilizer, or equivalent. 3. Till the soil to obtain a uniform seedbed. Use a disk or rake, operated across the slope, to work the soil amendments into the upper two to four inches of the soil. Se Optimum seeding dates are March 1 to May 10 and August 10 to September 30. Permanent seeding P 9 Y 9 P 9 done between May 10 and August 10 may need to be irrigated. Seeding outside or beyond optimum seeding dates is still possible with the understanding that reseeding or overseeding may be required if adequate surface cover is not achieved. Reseeding or overseeding con be easily accomplished if the soil surface remains well protected with mulch. 1.Select a seeding mixture and rate from Table 1 Permanent Seeding Recommendations. Select seed mixture based on site conditions, soil pH, intended land use, and expected level of maintenance. 2. Apply seed uniformly with a drill or cultipacker seeder or by broadcasting. Plant or cover the seed to a depth of one-fourth to one-half inch. If drilling or broadcasting the seed, ensure good seed -to -soil contact by firming the seedbed with a roller or cultipacker after completing seeding operations. (If seeding is done with a hydroseeder fertilizer and mulch can be applied with the seed in a slurry mixture.) 3. Mulch all seeded areas and use appropriate methods to anchor the mulch in place. Consider using erosion control blankets on sloping areas and conveyance channels. Meitt rw= • Inspect within 24 he ,rs of each rain event and at least once every seven calendar days until the vegetation is successfully established. • Characteristics of a successful stand include vigorous dark green or bluishgreen seedlings with a uniform vegetative cover density of 90 percent or more. • Check for erosion or movement of mulch. • Repair damaged, bare, gullied, or sparsely vegetated areas and then fertilize, reseed, and apply and anchor mulch. • If plant cover is sparse or patchy, evaluate the plant materials chosen, soil fertility, moisture condition, and mulch application; repair affected areas either by overseeding or preparing a new seedbed and reseeding. Apply and anchor mulch on the newly seeded areas. • If vegetation fails to grow, consider soil testing to determine soil pH or nutrient deficiency problems. (Contact your soil and water conservation district or cooperative extension office for assistance.) • If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations. is Add fertilizer the following growing season. Fertilize according to soil test recommendations. is Fertilize turf areas annually. Apply fertilizer in a split application. For cool -season grosses, apply one-half of the fertilizer in late spring and one-half in early fall. For warm -season grasses, apply one-third in early spring, one-third in late spring, and the remaining one-third in middle summer. Table 1 Permanent Sewing Recowm dalar This table provides several seed mixture options. Additional seed mixtures are available commercially. When selecting a mixture, consider intended land use and site conditions, including soil properties (e.g., soil pH and drainage), slope aspect, and the tolerance of each species to shade and drought. Open Low Areas Mmak lig kle more then sled mor*W Seed Mixtures Rate per Acre Optimum Soil pH Should be dry, free of undesirable seeds. Pure Live Seed Pure Live Seed 5.5 to 7.0 1. Perennial ryegross 70 lbs. 5.6 to 7.0 - white clover 1 2 lbs. 5.6 to 7.5 - red clover 1 2. Perennial ryegross 70 lbs. 5.6 to 7.0 - tall fescue 2 50 lbs. to 7.5 3. Toll fescue 2 70 lbs. 5.5 to 7.5 - white clover 1 2 lbs. 50 lbs. 5.5 Steep Banks and Cub, Low Udill gimme Areas (rat mowed) Laism and H*rMefnterwil Areas Seed Mixtures Seed Mixtures Rate per Acre Optimum Soil pH Should be dry, free of undesirable seeds. 1. Bluegrass Pure Live Seed 5.5 to 7.0 2. Perennial ryegross 60 lbs. 1. Smooth brome grass 35 lbs. 5.5 to 7.0 5.6 to 7.5 - red clover 1 20 lbs. (synthetic or biodegradable - timothy 4 lbs. 2. Tall fescue 2 50 lbs. 5.5 to 7.5 instances, installation details ore site specific, so - white clover 1 2 lbs. 5.5 to 7.5 - white clover 2 lbs. 3. Tall fescue 2 50 lbs. 5.5 to 7.5 5.5 to 7.5 - red clover 1 20 lbs. 4. Orchard grass 30 lbs. + O N U w n - red clover 1 20 lbs. 5.6 to 7.0 - white clover 1 2 lbs. O r\ L 0 q Q) 5. Crownvetch 1 12 lbs. 5.6 to 7.0 a, C+D - tall fescue 2 30 lbs. Laism and H*rMefnterwil Areas Seed Mixtures Rate per Acre Optimum Soil pH Straw or Hay Pure Live Seed Should be dry, free of undesirable seeds. 1. Bluegrass 140 lbs. 5.5 to 7.0 2. Perennial ryegross 60 lbs. 5.6 to 7.0 (turf type) 90 lbs. Apply with a hydraulic mulch machine and 3. Toll fescue (turf type)2 170 lbs. 5.6 to 7.5 -bluegrass 30 lbs. (synthetic or biodegradable Chameb and Areae of Concentrated Flow Seed Mixtures Rate per Acre Optimum Soil pH Straw or Hay Pure Live Seed Should be dry, free of undesirable seeds. 1. Perennial ryegross 150 lbs. 5.5 to 7.0 - white clover 2 lbs. Must be crimped or anchored (See Table 2). 2. Kentucky bluegrass 20 lbs. Apply with a hydraulic mulch machine and - smooth bromegrass 10 lbs. 5.5 to 7.5 - switchgrass 3 lbs. (synthetic or biodegradable - timothy 4 lbs. should overlap with each up-slope strip overlapping - perennial ryegross 10 lbs. - white clover 2 lbs. instances, installation details ore site specific, so 3. Tall fescue 1 150 lbs. 5.5 to 7.5 - white clover 2 lbs. 4. Tall fescue 2 150 lbs. - perennial ryegross 20 lbs. 5.5 to 7.5 - Kentucky bluegrossl 20 lbs. 1. For best results: (a) legume seed should be inoculated; (b) seeding mixtures containing legumes should preferably be spring -seeded, although the grass may be fall -seeded and the legume frost -seeded (see Dormant Seeding and Frost Seeding on page 41); and (c) if legumes are fall -seeded, do so in early fall. 2 Toll fescue provides little cover for, and may be toxic to some species of wildlife. The Indiana Department of Natural Resources recognizes the need for additional research on alternatives such as buffologross, orchardgross, smooth bromegrass, and switchgrass. This research, in conjunction with demonstration areas, should focus on erosion control characteristics, wildlife toxicity, turf durability, and drought resistance. Notes 1. An oat or wheat companion or nurse crop may be used with any of the above permanent seeding mixtures, at the following rates: (a) spring oats - one-fourth to three-fourths bushel per acre (b) wheat - no more than one-half bushel per acre 2. A high potential for fertilizer, seed, and mulch to wash exists on steep banks, cuts, and in channels and areas of concentrated flow. Sod should not be installed during hot weather, on dry soil, frozen soil, compacted cloy, loose sand or gravely substrate soils, aggregate, or pesticide treated soil. The ideal time to lay sod is May 1 to June 1 or September 1 to September 30, although it con be installed as early as March 15 if available or June 1 to September 1 if irrigated. Sle Preparation 1. Apply topsoil if existing soil conditions ore unsuitable for establishing vegetation. 2. Grade the site to achieve positive drainage and create a smooth, firm soil surface. 3. Where applicable, use a chisel plow, disk, harrow, or rake to break up compacted soils and create a favorable rooting depth of six to eight inches. Sod Bed Preparation 1. Test soil to determine pH and nutrient levels. 2. If soil pH is too acidic for the grass sod to be installed, apply lime according to soil test results or at the rate recommended by the sod supplier. n n 1 4 0 to 600 pounds 3. Apply fertilizer as recommended by the soil test. If testing was of done, appy 0 p per acre of 12-12-12 analysis fertilizer, or equivalent. 4. Work the soil amendments into the upper two to four inches of soil with a disk or rake operated across the slope. 5. Rake or harrow the area to achieve a smooth final grade and then roll or cultipock the soil surface to create a firm surface on which to lay the sod. Lsyig to Sod 1. Install sod within thirty-six hours of its cutting. 2. Store the sod in a shaded location during installation. 3. Immediately before laying the sod, rake the soil surface to break any crust. (If the weather is hot, lightly irrigate the soil surface prior to laying the sod.) 4. Lay sod strips in a brick -like pattern. 5. Butt all joints tightly against each other (do not stretch or overlap them), using a knife or mason's trowel to trim and fit sod into irregularly shaped areas. 6. Roll the sod lightly after installation to ensure firm contact between the sod and soil. inches, n 7. Irrigate newly sodded ureas until the underlying soil is wet to a depth of four c es, a d then keep moist until the gross takes root. 84* s 1. Install the sod strips with the longest dimension perpendicular to the slope. 2. Where slopes exceed a ratio of 3:1, stople or stake each strip at the corners and in the middle. Chwilial Appicatonn (Sodding provides quicker protection than seeding and may reduce the risk of early washout.) 1. Excavate the channel, allowing for the full thickness of the sod. 2. Lay the sod strips with the longest dimension perpendicular to channel flow. 3. Staple or stake each strip of sod at the corners and in the middle. 4. Staple jute or biodegradable polypropylene netting over the sodded area to minimize the potential for washout during establishment. Maintenance • Inspect within 24 hours of each rain event and at least once every seven calendar days until sod is well rooted. • Keep sod moist until fully rooted. • After sod is well -rooted (two to three weeks), maintain a plant height of two to three inches. • Time mowing to avoid ruts in turf . Fertilize turf areas annually. Apply fertilizer in a split application. For cool season grosses, apply one-half of the fertilizer in late spring and one-half in early fall. For worm -season grosses, apply one-third in early spring, one-third in late spring and one-third in mid -summer. Maietieb Table t Muth 9pe kAbone Material 1 Rate per Acre Comments Straw or Hay 2 tons Should be dry, free of undesirable seeds. set straight) the slope. Spread by hand or machine. Operate dozer up and down slope to prevent Must be crimped or anchored (See Table 2). Wood fiber 1 ton Apply with a hydraulic mulch machine and or cellulosel or soil stabilizers use with tacking agent. 1 Mulching is not recommended in concentrated flows. Consider erosion control blankets or other stabilization methods. Cowrope The mulch should have a uniform density of at least 75 percent over the soil surface. Anchoring Table 2- Milch Ari iorig Methods Anchoring Method How to Apply Mulch anchoring tool or farm Crimp or punch the straw or hay two to four inches disk (dull, serrated, and blades into the soil. Operate machinery on the contour of set straight) the slope. Cleating with dozer tracks Operate dozer up and down slope to prevent formation of rills by dozer cleats Wood hydromulch fibers Apply according to manufacturer's recommendations. Synthetic tockifiers, binders, Apply according to manufacturer's recommendations. or soil stabilizers `a 0 Netting Install netting immediately after applying mulch. (synthetic or biodegradable Anchor netting with staples. Edges of netting strips material) should overlap with each up-slope strip overlapping four to six inches over the adjacent down-slope strip. Best suited to slope applications. In most instances, installation details ore site specific, so manufacturer's recommendations should be followed. 1 All forms of mulch must be anchored to prevent displacement by wind and/or water. Application 1. Apply mulch at the recommended rate shown in Table 1. 2. Spread the mulch material uniformly by hand, hayfork, mulch blower, or hydraulic mulch machine. After spreading, no more than 25 percent of the ground should be visible. 3. Anchor straw or hoy mulch immediately after application. The mulch con be anchored using one of the methods listed below: o. Crimp with a mulch anchoring tool, a weighted farm disk with dull serrated blades set straight, or track cleats of a bulldozer, b. Apply hydraulic mulch with short cellulose fibers, c. Apply a liquid tockifier, or d. Cover with netting secured by staples. Maitfiensnce • Inspect within 24 hours of each rain event and at least once every seven calendar days. • Check for erosion or movement of mulch; repair damaged areas, reseed, apply new mulch and anchor the mulch in place. Continue inspections until vegetation is firmly established. • If erosion is severe or recurring, use erosion control blankets or other more substantial stabilization methods to protect the area. (6) Compost Wilc ping cwp lvedulm a Feedstocks may include but are not limited to well -composted vegetable matter, leaves, yord trimmings, food scraps, composted manures, paper fiber, wood bark, Class A biosolids (as defined in Title 40 of the Code of Federal Regulations of 40 CFR Part 503), or any combination thereof. • Compost shall be produced using an aerobic composting process meeting 40 CFR Part 503 regulations, including time and temperature data indicating effective weed seed, pathogen, and insect larvae kill. • Compost shall be well decomposed, stable, and weed free. • Refuse free (less than one percent by weight). • Free of any contaminants and materials toxic to plant growth. a Inert materials not to exceed one percent by dry weight pH of 5.5 to 8.0. • Corbon-nitrogen ratio not to exceed 100. • Moisture content not to exceed 45 percent by dry weight. • Variable particle size with maximum dimensions of three inches in length, one-half inch in width and one-half inch in depth. Table t Campoet Particle Sae Percent Passing Sieve Size 2 -Inch Sieve 1 -Inch Sieve 3/4 -Inch Sieve >1/4 -Inch Sieve 100% 99% 90% 25% Bondrg Agents (ophorW Tacicifiers, flocculonts, or microbial additives may be used to remove sediment and/or additional pollutants from storm water runoff. (All additives combined with compost materials should be tested for physical results at a certified erosion and sediment control laboratory and biologically tested for elevated beneficial microorganisms at a United States Compost Council, Seal of Testing Assurance, approved testing laboratory.) Sol Mabrial (oP&W Five percent to ten percent sandy loom (as classified by the U.S. Department of Agriculture soil classification system). Cover Dandy Ninety percent or greater over the soil surface. Ard"kV Method • Moisten compost/mulch blanket for a minimum of 60 days. • Erosion control netting (optional). Cover ThdMee Table 2 Campoet Blanket Thld nm Thickness of Slope Compost Blanket Thickness of Compost Blanket with Erosion Control Netting < 25% < 4:1 1 to 2 inches Not Applicable 25% to 50% 4:1 to 2:1 1 to 2 inches 2 inches > 50% > 2:1 2 to 3 inches 3 inches Application 1. Remove existing vegetation, large soil clods, rocks, stumps, large roots, and debris in areas where compost mulch is to be applied and dispose of in designated areas. 2. Scarify sloping areas. 3. Aerate areas to be covered with compost/mulch blanket. (Proper aeration will require a minimum of two passes oriented in opposite directions.) 4. Broadcast a minimum of one pound of nitrogen (N), one-half pound of phosphorous (P205), and one-half pound of potash (K20) per 1,000 square feet or 300 to 400 pounds per acre of 12-12-12 analysis fertilizer, or equivalent, per acre. 5. Apply compost mulch blanket with a pneumatic blower or per manufacturer's directions. a. Apply within three days of completing aeration operations. b. Overlap top of slope shoulder by five to ten feet. c. Seed may be applied at time of installation. (Seed must be evenly blended into the compost if applied with a pneumatic blower or applied with a calibrated seeder attachment prior to installation of the compost blanket.) 6. Water compost mulch blanket for a period of 60 days following application. (On steeper slopes, it may be necessary to install erosion control netting over the compost blanket.) a. Mist blanket for first seven days and then every three days throughout the remainder of the 60 -day period. b. Maintain a constant moisture content of 40 percent to 60 percent. Maintenance • Inspect within 24 hours of a rain event and at least once every seven calendar days. If Repair eroded areas. • Reseed, if applicable. • Monitor vegetation and apply appropriate soil amendments (if needed) per a soil test. 0 Q re U 0 0 `a 0 0 > o C O 6 - U IF 6 + O N U w n +a)0 U - v'5 0 7 C a O Q U n w w • • • • • • 0 0 CV N ?o V) N N N v � O r\ L 0 q Q) O � U 0- - 0 r� � w O c - o_ � a` a, C+D LLI O - .� Z co Z O U Z0 } O LLI n�n`` O U-)LLI� >- W 04� U }. c14 NO 1121L 7C) V) Q) Z (L) Z O 2 C = Q 0 Cl -V) O J C OQ o O C D_ _ 3 0 - W () �o O l'-_ C lY� . Q Q 3� C/) L � O CERTIFIED B/,// / rte_ ER M �Q15Q�Q `�Q, v i z PE Q� ��JG _ 1 - S I _ Q�O� /�W` PQ �O , Date 02-23-201 COVERING SWPP NOTES DESIGN • s EFrm.lr wdtat5 f7ekrlaL Call betme ym ata. 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared Sy" B Checked By: Chris Wreeman, PE Quality Assurance: David Ladd PE Scale: 0 Scale: 1" = 1' Sheet C403 Project Number 060384-20322 DETAIL "A" SCALE 1" = 10' I / rG 19 i 8" SSD BREATN.ER--� / jT€ MSFORMER PADS._, f �Y-_r rte/ / 8" METS, G RDI l f Ca' ( / TC= -877.68' .✓, � IE 12' R£„P (SX)=874.4 f r EXISTING FIRE / 0 HYDRANT TO REMAI r'Pr STIR 712 / ✓� / RE=875.25 r' IE=873.33 (SE) � IE=873.33 (SW / MP=872.8 % TU-,, . IE 12" RCF IE 12' RCP (S.VF.)=873.41' � CONCRETE Er�IO / � INDIANA STATE HIGHWAY coa.sa- SECTS (Trr=.)� •-•/ 17 IE 1z' I (142.}=672.97' �T tE 1 ' RCP {S.EA=87 . CONCRETE RIG 3T Or WAY MONUMENT 19 f a FOUND 11,2` W. � 1.4' S. / 13 l /=CON ELTE 868,45 / 6 45LF 8" f ! SCH 40 PVC 19 @1.00% �' 53LF 8" SCH 40 PVC 7'' TCP DUCT aK 86596_... @0.99% @0.99&SCH 40-�TR 713 STR 711 i 14 etc RE -875.25 RE=875.25 STIR 710 i , \, / IE(SSD)=872.75 IE 872.80 (SE) RE=875.25 IE=873.78 (NE) IE=872.80 NW IE=872.27 SW' ( ) ( ) EUL F TE- .21 SUMP=873.28 SUMP=872.30 IE=872.27 (NW) TC=867.29' 1 IE 6" SSD (N. S.)=865.1'1 '�`- ` a � 5LF SDR 26 PVC SUMP=871.77 (REFER TO PLUMBING PLAN FOR CONNECTION TO BUILDNG) 6OLF 8"SCH 40 PVC 5� @1.00% 12 STIR 714 7 15 c 13 r TCP OF PVC CONDUIT = 866.77 I RE=875.65 Z6 17 t f ".. t IE=872.25 (SE) N�' 17 n �'1 (REFER TO PLUMBING Ekgr 51CP UTILITY PLAN LEGEND -� Sr Sr STORM SEWER, MANHOLE 44 END SECTION - - - - - - - - - - - - SUBSURFACE DRAIN (SSD) ® CURB INLET -�-- RD RD ROOF DRAIN, CLEANOUT ® ® STORM SEWER INLETS -�►♦- W WATER LINE, METER, VALVE II "TEE" FITTING -�-- ss Ss SANITARY SEWER, MANHOLE TAPPING SLEEVE &VALVE cn TC=877,89' ss SS SANITARY LATERAL, CLEAN OUT FIRE HYDRANT 1E 6" PVC (N..)=874.69' IL 12" RCP (S.E,)=874.49' EASEMENT LINE E FIRE DEPARTMENT CONNE( IE 8" PVC (s..)=874,59` E OVERHEAD ELECTRIC, POLE ®� POST INDICATOR VALVE cS TC=$78.41 ` IE 6" PVC (N.)=869.96° E BEC BURIED ELECTRIC, MANHOLE O- U- STREET LIGHT CONN -TE STOUP cTv cry OVERHEAD CABLE TELEVISION ET TRANSFORMER TC=678.33( 869BCTV Bcry BURIED CABLE TELEVISION 0 ELECTRIC METER u� e IE &' PVC NX)=.4'1 IE a" (s.)=869.18° G GAS LINE, METER, VALVE //C\ CABLE RISER PEDESTAL GIBE TRAP ST r r OVERHEAD TELEPHONE LINE NAN1if11E5 �� rCm87796= BTc Brc BURIED TELEPHONE LINE IE 12" RCP (N1.)=873.96' IE 12" RCP (E.)=872.21' UTILITY PLAN NOTES: TC=811.24'X. 1. SEE ARCHITECTURAL PLUMBING PLANS FOR PLUMBING DETAILS TO AREAS FIVE (5) FEET OUTSIDE AND IE 15" RIP (NWY)=87Y.73' ,,1 v INSIDE OF THE PROPOSED STRUCTURE. IE 10" T (N.E.)=874,2'1 ` ti IF 15" RC€5 (S,)=872.68' �✓ t 4 2, LOCATIONS OF EXISTING UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR IS TO FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION. rc=a1x.1s' z IF 8" PVC PC (5,W.)=866.41° 3. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE - STANDARDS" AND LOCAL CODES. 4. WATER LINES THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 54 INCHES OF COVER TO PROVIDE PROTECTION FROM FREEZING. i TC=876.73' IE 8" PVC (Iv.)=8083' Tc=a'5s 5. ALL SUB -SURFACE DRAIN SSD SHALL BE 6" PERFORATED DUAL WALL HDPE UNLESS NOTED � 8" T� (E.)=86�.a3° Tc=676.87' IE 12 HpPE (N.)=x71.18' (SSD) € IE 8• IVC (s)=89561' 15 (i &STING AT EACH OF CU 8) IE 12" RCP (E)=871,OY OTHERWISE. SSD SHALL BE DOUBLE WALL HANCOR HI -Q OR EQUIVALENT. G \ ` IE 8` PVC (ey x'3 1E 12" RCP (E.)w872.37' IE 12' RCP (�f.)=811.13' PUGGED PIPE (N.) APPRCrXIWE LOCATION ST ST 6. REFER TO SHEET C502 FOR SANITARY SEWER DETAILS. OF FIAT 1NLEi BURIES � � 1DID NOT LOCATE UNDER 4" of STONE rc=876,:5' VEND OF PIPE 7. REFER TO SHEETS C502 FOR STORM SEWER DETAILS. ---- IE 8" PVC E.l=R63.97 1 IE e" Pro s..)=864,03' )_83 _ # 8. SEE STRUCTURE DATA TABLE DETAIL ON SHEET C701 FOR STRUCTURE AND CASTING TYPE AND SIZE. ' TC=876,59' �)NCRETE IE 12" RCP (S.1#.)=872.84 ,y METAL LIGHT" :: "" - E 9. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL l e, LL V coNclaET1 BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT SS k : rv` _ W CLARIFICATION OR REDESIGN MAY OCCUR. 10. UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. " UTILITY RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. h r `•, lli;�,E ,r r EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF / PLAN FOR CONNECTION E-875.65 ti ; c PROPOSED RIGHT-OF-WAY LINE. IE=869:25 1 � r �., � ..-..` -"_ .-- -�. / / ! TO BUILDING) STIR 709 �P \ 11. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT 9LF 10"SCH 40 PVC ' RE=875.25 18 i 1 PERMIT. O IE=871.50 (SW) �' 18 c �'' I / v @ 1.92% �,y�r � / \, ✓ `` S C QP OF DUCT BANK - 3S72C �- - - � � IE=871.67 (NE) �,;3 /' 4C'I� l}�y /' �- � � 12. ALL TRENCHES LOCATED WITHIN THE RIGHT-OF-WAY SHOULD FOLLOW THE CARMEL STANDARD TRENCH / i DETAIL'A' y 5 SUMP=81.00 DETAIL LOCATED ON C502. / 14 / I I / I yy 8 C' y r 13. GRID BEARING BASED UPON INDIANA STATE PLANE COORDINATE SYSTEM -EAST ZONE, NAD 83. i S� G y , , x '� I ELEVATIONS PROVIDED IN NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD) 140LF 15 RCP @1.00% i S � STIR 705 18 1 1 " IE=867.40 (E) / �� I ` /r 15 0°'��°yS r.. .. I I=874.81' i I I 'r fi r '9 IE 12' (S'1 �� U BEC n B ---r- ��EC �-BEC C TC=8£6.15°--• , i � I � i' � r fi 18 , ,'� r LF SDR IE 6" SSD (N, S.)=86401 27LF 15"RCP L41.46% __-__.__ // TIis. f IE=864.82 (8"P' 3 / BMP EASEMENT II- L \4 LF Sy 90LF 10"SCH 40 PVC /--- - s, I I 01.12% U � STIR 708 P/ /� STIR 706 � I �'"� -RE=874.60 15 IE(SSD)=872.10 P/ RE=873.25 c87s,za' zY F m 40LF SSD / O <c IE=867.80 W C IE=870.10 (SW) IE=867.80 (E) S MEW E RCP ('0=65� IE=870.50 (NE) NP� F o f U / y,� , ? IE=871.50 (NW) Q � % PRC CWUTT =86:.18 k ",ONiRETE i4S , (4) PLC SIDE BY SDE' AND 2 Q / / 0DEEP APPWTOP' ..t TOM, . 1 i e ,. iC=87374° TC=813.54` ff30- RCP (SE) x68.24' 15 1 8 `� / \ IE ?0" RCP (S.E)=868.39' IE 30" RCP (N.W.)= .1$' 9 / t IE aft" RCP `kW,)=868.39' TOP OF WIERS=869.09 14 o e e� /F SSD i I , STR 701 � �- r0=mss ' IE=866.75 5E ` IE 6" SSD {N. & 34LF 18"RCF` @0.53% STIR 703 7 \ RE=871.00 BMP EASEMENT / / 7 IE(SSD)=868.50 STIR 707, / J I IE=866.93 (NW) I -, / i RE 872.9a IE=867.18 u CONDUIT 66791 IE(SSD)=8?0.40 IE=869.20 (W) 15"RCP@0.63% y �b SUMP=862.76 130LF IE=869.30 NE 7 15 /! 18 �c3 I - TC ,a ' EXISTING 6" SSD � C) 'Ej iNDW STATE HIGHWAY COMMISSION FOUND ' E. I2, i�kY M€3NUMEhi FDiN) 1;2' E. 2.2° s, STR 704 / Q RE=871.00 / IE(SSD)=868.50 IE=868.00 (NE) V ip15 ' / t IF {SE.)=864,25' SS i / j / r DUCT isWK = 8 22 18ii It ki(( e IE 1x` RCP (E.)=864.31' IE 18" C.I. (1)=864.21' - l � _ 8C B I � St` "� _ � � � I f BF _ \ ST TC=870. 1E V , (E.)*864.38' _ G IE 1x" ..P (W.)-864„333` � IE 6" A_ € E -x67.03' I IE 8" DIA, W E=669.03' APPROXIMATE HORIZONTAL LOCATION TOP OF PVC CONDUIT = 868.69 j GROUND ELEV = 872,95 f I MAIN STREET (131ST STREET) l 14. THE PROPOSED STORM SYSTEM SHALL BE A PRIVATE SYSTEM. IE 12" RCP (5.)=8 71' KEYNOTE LEGEND TC=876.29' IE 12" RCP (N.E)=872.29' 1E 12" RCP (N.)=872.27I Oj FIRE DEPARTMENT CONNECTION WITH KNOX LOCKING CAP i 7o MIN. 2O 6" C900 WATERLINE. ALL WATER LINES BEYOND MAIN TAP SHALL BE PRIVATE. 1 3O 8" C900 WATERLINE. ALL WATER LINES BEYOND MAIN TAP SHALL BE PRIVATE. O4" DOMESTIC WATER SERVICE. ALL WATER LINES BEYOND MAIN TAP SHALL BE PRIVATE. ALL METERS (3 DOMESTIC AND 1 IRRIGATION) TO BE INTERNAL. TAPPING SADDLES PER CITY OF CARMEL DETAILS. YV IN O 6" SDR 26 PVC LATERAL @2.0% MIN. 0 20 40 80 O POST INDICATOR VALVE i 10 30 60 SCALE: 1"=40' O TYPE 2 SANITARY CLEANOUT DETAIL. REFER TO CARMEL UTILITIES STANDARD DETAIL. OTIE INTO EXISTING LATERAL O8" TAPPING SLEEVE AND VALVE. REFER TO CITY OF CARMEL STANDARD DETAILS I FIRE HYDRANT PAINTED RED WITH 8" VALVE. <9> 0 REFER TO CITY OF CARMEL STANDARD DETAIL. 11 O TRANSFORMER AND CONCRETE PAD O12 SECONDARY BURIED ELECTRIC SERVICE LINE IN 4" SCH 40 PVC. (CONDUIT QUANTITY TO BE DETERMINED BY ELECTRICAL ENGINEER AND OR POWER COMPANY) 13 GAS SERVICE ROUTE AND METER TO BE CONFIRMED BY UTILITY COMPANY AN MEP PLANS ` FOUR (4) 4" SCH 40 PVC CONDUITS FOR TELEPHONE, CABLE, FIBER, AND COMMUNICATION 14 SERVICES. LOCATION TO BE CONFIRMED BY UTILITY COMPANY AND OR MEP PLANS. <8> 5 6" SUBSURFACE DRAIN (SSD) @0.5% MIN. 1 16 10" NYLOPLAST DRAIN BASIN WITH 8" ROUND CASTING FLUSH TO GROUND. tea. 17 12" NYLOPLAST DRAIN BASIN WITH 8" ROUND CASTING FLUSH TO GROUND. i 18 SITE LIGHTING (REFER TO LIGHTING PLAN) O19 TWO (2) 4" SCH 40 PVC CONDUITS FOR TELEPHONE, CABLE, FIBER, AND COMMUNICATION SERVICES FROM INDIANA SPINE HOSPITAL. REFER TO ELECTRICAL PLANS. I 0 Q 0 0 D 0 0 > `o c Z o � � N U C N c p N C U + c a: o � o a N 6 U p + + �w , DELI, rn o. _ 2 > C > 6 N Q U v w w w 0 0 N N �o cn N N � 2�v� N p Er.Q- } @ 0 D- 0 0 U 0 � O uLI O � 01 IIIIIIIIIIII� 1 � 1 Q) 0 nil W L0 Or\ Z U _ECN QV)N'II- Z > � Q CD > C:) > 10 O � V) CERTIFIED BY. Q'y���CaZSTF'����G� r 13 0 Go 441 z g/QQQ'O� P, � I a.N, , P Date L -23-2L COVERING UTILITY PLAN DESIGN 1, Know vilhatt belm Call 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared $V94 S Checked By: Chris Weernat>, PE Quality Assurance: David LACK PE Scale:0 Scale:I - 40' Sheet C501 Date 02-23-2017 Project Number 060384-20322 U C N Q U R XM' � �� RVit, O SCALEL e MINIMUM OF TOPSOIL OR COMPACTED c-� PAVEMENT SECTION VARIES AGGREGATE #53. "(31P'. ".1- tMIT OF SUBGRADE MINIMUM COVER SMALL FINALBE PER NOTE 3 BACKFILL Ba +18"/rMIN LEGEND Bc OUTSIDE DIAMETER D = INSIDE DIAMETER DEPTH OF BEDDING F. MATERIAL BELOW SPRINGLINE PIK HAUNCHING (Bc'6) , DEPTH OF DING MATERIAL BELOW PIPE BEDDING 'd 1) d MIN 60" & SMALLER 4" NOTES. BC 66" & LARGER 6" 1, BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INGOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRAVE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL FOR PIPE SIZES 66" AND LARGER, THE,MINIMIIM DEPTH OF MATERIAL BELOW THE. PIPE BA EL SHALL BE 6" BEDDING SMALL BE PLACED TO BE UNIFORM AS "P LE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDUE THIRD OF THE PIPE PRO TO PLACEMENT OF TF1£ PIPE_ IF THE UNDERLIANG SOILS OF THE. TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE: MUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 13" MAXIMUM LIFTS TO NOT LESS THAN 907 STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALT.. EXTEND TO THE SPRINCLINE OF THE PIPE,- MINIMUM TRENCH WIDTH SHALL` BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18", 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WERE 'L" IS 5' OR LESS MALL BE B--80RROW FOR STRUCTURE, BACKFILL MEETING THE ,MATERIAL REQUIREMENTS OF THE INGOT AIdLI' SHALL 8E COMPACTED IN 6' MAXIMUM LIFTS TO NOT, t.E5 THAN 95% STANDARD PROCTOR' DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUIBGRADE SHALL BE X153` STONE MEETING THE MATERIAL REOUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 9 STANDARD' PROCTOR DENSITY, FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS. GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN I2"` MAXIMUM LIFTS TO NOT LESS THAN B0 STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION, CONTRACTOR SHALL: PROVIDE A 3cd DARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY; 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS FINDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOS' OF THE STALLED PAVEME14T OR FINAL MOUND ELEVATION TO THE TOP O THE INSTALLED PIPE SHALL 6E NO LESS THAN 2,5 FEET Olin COVER ALONG ANY PANT OF THE PIPE. IF THE STANDARD PRACTICE OF THE U11LITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT; THE MORE STRINGENT REQUIREMENT SHALL GOVERN: 4, IF EXISTING SIUBCRADE HAS BEEN LIME STABILIZED, BACKFILL WITH tB-BOR OW TO BOTTOM OF EXISTING SIUBCRADE AND FILL TO THE LIMIT OF EXISTING S BGRADE WITH COMPACTED AGGREGATE NO 53. 5, THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM 'SEWER JURISDICTION,. 6, ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W`SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIP TY OF 1 V NDARDS STANDARD DRAWING TRENCH DETAIL FOR CITY` STORM SEWERS 10-31 DIA. T (min.) Y E x K Dial ter_1 _ _ 12' 2" o� _ �y'I E c I Nukl 1 I I y I I L I_ l I/2' R 15' l 1/2' R Y 2'-6' 6' SECTION Y - Y PLAN VIEW 1�2' C to C -I 18' i- Max. Spacing f1' 4'-f" 6'-2' Hook ooved end on outlet end o Tongue end on inlet end nu D 2 3/ 4' 11' - - ' 3' 6' 6' 3 Bolts C B=( D- C> Class 'A' Concre E+ 2 T f I i " 3 SECTION A - A 'A a c 3" 1'-0" 2'-8' 6'-3' �df si oncrete 4pill l4ft mu-- sI C End 3 Section Cooved o PIPE (or tongue) to be the same as on Standard Reinforce " CIkVERT i Y Concrete Pipe ASTM Designatio _ _ _ _ _ _ C 76I 6 Class 'A' Concrete�- Computed length of culveri� _ L /\End iprap to be placed Section on side slope when Pay length of cult' LUNUTUDINAL SECTION Length (D) culled For on plans. 15' SLOPE DETAIL NOTES: 3 3/4' DIMENSIONS OF PRECAST CONCRETE END SECTIONS DIA. T (min.) A x C x D x I E x K R1 R2 Approx. Weight 12' 2" 5' 4'-3' 6'-2' 1 2'-0' 1.3 101/8' 9' 800 15' 2 1/4' 7' 4'-0" 6'-3' 2'-6' 1.5 12 1/2' 11' 1100 18' 2 1/2- f1' 4'-f" 6'-2' S-0" 1.8 15 1/2' 1 12' 1300 21' 2 3/ 4' 11' - - ' 3' 6' 6' 3 S-6' 2 .1 1 1 ' 6 /8 i " 3 1500 24' 3" 1'-0" 2'-8' 6'-3' 4'-0' 2.3 16 3/16' 14" 1800 27' 1 3 1/4' 1'-1' 2'-5" 6'-3' 4'-6' 2.6 18 9/16' 14 1/2' 2100 30' 3 1/2- 1'-2' V-10' 6'-3' 5-0' 2.9 18 1/2' 15' 2400 33- 3 3/4' 1'-3' 3'-6' 8'-3' 5'-6' 3.1 23 3/4' 17 1/2' 4100 36' 4' 1'-5' 3-1' 8'-3' 6'-0' 3.4 24 5/16 20' 4200 18" 48" Of Tee. 16" 1 38" 27" 21" 27" 1 12" 1 24" 1 24" 30" 20" 54" S,rt)I¢,. Ntot To. Scde Jane'; a4r Hemp Drawing Nc . E neera.lne. 1+- _+__ x Tolerance +- I' EARTH, OO MPACTiON OF t'#8 STONE IS CRITIM' O) VnJ CIO 0Er � 1. CONCRETE IN THESE END SECTIONS SHALL BE 6. VARIATIONS IN DIMENSIONS - THE THICKNESS OF THE SAME GRADE AND STRENGTH AS SPECIFIED THE CONCRETE, THE POSITION OF STEEL, AND THE FOR REINFORCED CONCRETE PIPE, ASTM INTERNAL DIAMETER OF THE PIPE SHALL CONFORM DESIGNATION C 76 CLASS II. ( AS SET OUT IN WITH THE VARIATIONS IN DIMENSIONS AS PROVIDED THE STANDARD SPEC'S.) IN THE SPECIFICATIONS FOR REINFORCED A CONCRETE CULVERT, STORM DRAIN, AND SEWER A I PIPE, ASTM DESIGNATION C 76. 2. REINFORCEMENT IN THE "C" PORTION SHALL BE 7. WHERE VITRIFIED CLAY CULVERT OR CAST IRON THE SAME AS SPECIFIED FOR REINFORCED CULVERT PIPE IS USED, A "PIPE END SECTION " CONCRETE, ASTM DESIGNATION C 76, CLASS II FOR COMPARABLE TO THAT AS SHOWN FOR METAL OR THE SIZE OF CONNECTING PIPE. CONCRETE SHALL BE FURNISHED AND SHALL BE 3. REINFORCEMENT IN THE "B" PORTION SHALL HAVE AS APPROVED BY THE PROJECT ENGINEER. A CROSS-SECTIONAL AREA EQUAL TO THAT OF 8. END SECTIONS WILL BE PAID FOR AT THE ONE LAYER OF STEEL IN THE "C" SECTION. CONTRACT UNIT PRICE EACH FOR " PIPE END 4. THE END OF PIPE CULVERT SHALL BE PLACED IN SECTION " COMPLETE IN PLACE AND ACCEPTED. THE CONCRETE END SECTION SO THAT THE FLOW 9. CONCRETE PIPE TOE ANCHORS SHALL BE LINES ARE FLUSH. THE JOINT SHALL BE REQUIRED ON ALL CONCRETE PIPE SECTIONS. THE COMPLETELY FILLED WITH MORTAR. COST THEREOF SHALL BE INCLUDED IN THE 5. IN 3:1 OR 4:1 FILL SLOPE, CHANGE TO THE CONTRACT UNIT PRICE PER EACH FOR " PIPE END SLOPE OF THE END SECTION IN A SMOOTH, SECTIONS. " PLEASING TRANSITION APPROXIMATELY 10'-0" IN 29" LENGTH. 10" PRECAST CONCRETE END SECTION NOT TO SCALE 14" MK 11 CLEARANCE To OF 6" PVC CAP --1 CAP TO BOTTOM OF CASTING NEENAN -1512-AL OR EAST Jt3�.' AN -- IFINA V-1601-1 WIT4 SEDER ON CASTIN: --- TRACER 13 -- WIF 6X�6")I*" CONCRETE' APRON UIT14 F15E!�iESH REINFORCEMENT " PVC PIIS -- " BEWER LATERAL FLOW_ _ T.FOR J5E WITH HAR: eCAPE CONCRETE APRON TO 5URfACE6 AND ALL OTHERVENT 5ETTLI s INSTALLATIONS YC�li3 EXTEND TO UNOISTURBEP TI -REE FEET OF 5UILOiWCs. EARTH 2, COW -RETE APRON AND CA5TIA_. '.,i•IALL BE INSTALILED 50 TI44T THEY DO NOT CONTACT THE LATERAL OR I r' : LATERAL CAP. arm' el UdfibeS TYPE 2 CLEANOUT STANDARD DETAILS DETAIL DATE": Septen«er 2612 SGtttz; ri€ t 7 -'acctDRAW BY: ?nos & 9-1 tm� Ltd. DRAMNw: CS'9 I SANITARY SEWER WATER MAIN PLAN t .H.. VIN ULN33 L U.I. rlrL `-CONC. COLLAR & COUPLINGS FLEXIBLE COUPLING OR ADAPTER 1� WHEN CWHERE THAN R 8OR E WATER IS BELOW SAN. SEWER ELEVATION NOTES: Water and sewer crossings and separations shall be in accordance with Ten State Standards and local codes. There shall be no physical connections between a public or private water supply system and a sanitary sewer or appurtenances thereto which would permit the passage of any polluted water into the potable supply. Sanitary sewers shall be laid ten (10) feet horizontally from any existing or proposed water line. The distance shall be measured edge to edge. In cases where it is not practical to maintain a ten (10) foot separation, the appropriate reviewing agency may allow deviation on a case-by-case basis if supported by data from the design engineer. Such deviation may allow installation of the sewer closer to a water main provided that the water main is in a separate trench or on an undisturbed earth shelf located to one side of the sewer, and at an elevation so the bottom of the water main is at least 18 inches above the top of the sewer. Sanitary sewers crossing water mains shall be laid to provide a minimum vertical separation distance of 18 inches between the outside of water main and the outside of the sewer. This shall be the case where the water main is either above or below the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. When it is impossible to obtain proper horizontal and vertical separation as stipulated above, the sewer shall be designed and constructed equal to water pipe, and shall be pressure tested to assure water tightness prior to backfilling. MIN. CROSSOVER AND SEPARATION NO SCALE (WATER MAINS & SANI. SEWERS) BENDS AND TEES SECTION X -X x� PLAN TEES 18" MIN. O \ o to \ N U \ - 12" & LARGER PIPE - 10" & SMALLER PLUGS PLAN AND ELEVATION NOTE: BASED ON 100 P.S.I. STATIC PRESSURE PLUS A.W.W.A. WATER HAMMMER ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. WATER MAIN THRUST BLOCK DETAIL NOT TO SCALE - s e ♦ w" rr. r sM Manz== a ar , s� - mea ar J _01 Mueller Centurion A-42 t air? to misty Y010 6"Valve Bax41 BOX INLET SCHEDULE 1/4 BENDS 1/8 BENDS 1/16 BENDS TEES PLUGS TYPE SIZE A I B I A B I A I B I A I B I C I D J 6" 16" 10" 9" 10" 6" 8" 10" 12" 1 10" 21" 36" 8" 22" 13" 12" 13" 8" 10" 13" 16" 12" 29" V) 10" 26" 17" 14" 17" 10" 13" 16" 20" 14" 36" a0 12" 29" 21" 16" 21" 11" 16" 18" 24" 16" 41" 0 14" 35" 24" 19" 24" 12" 20" 1 22" 27" 18" 48" Of Tee. 16" 1 38" 27" 21" 27" 1 12" 1 24" 1 24" 30" 20" 54" NOTE: BASED ON 100 P.S.I. STATIC PRESSURE PLUS A.W.W.A. WATER HAMMMER ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. WATER MAIN THRUST BLOCK DETAIL NOT TO SCALE - s e ♦ w" rr. r sM Manz== a ar , s� - mea ar J _01 Mueller Centurion A-42 t air? to misty Y010 6"Valve Bax41 BOX INLET SCHEDULE Curb Box With Cover y�- raFi4''1, INLET TYPE A B MAX PIPE O ILI. 22" 22" b 15" TYPE AM * 24" 24" 18" 18" I :c 30" 46" tea- - 6" ate 21" TYPE E * valve Q .:» tcr: 4 4 21" TYPE J * o a 1 36" 18" 1} 4 15" 416ter Mor:7 " 'q r/' . Bedding ,Materia/ Conforming To Q G a I INDOT 90J 02, Size No. 8 Bed Pipe In Specified Granular - ®� - tine 8'x x75" 561rd Hydrant Ass etrrb�y� y�.� � \�� Coat Black Or 6 iii h 76&_ V. 1), Restrained 45^--'7 ; Class'8" Concrete 11' 13' 15 j f7` 79`21' �.. Restrained Except Base On Undil5turbed Cangth And Fittings : ground. As Required 10' 72' No tes: t1 2 t At high Points Along Moir, 14toMil Line Where, 5 Hydrant Values must to restrained to the tee. Indicated On. Drawings, Anchoring Tee Sholl vilh either all thread, or on cnchorinq tee;. Be Set At 4.5" Ang/e Upwards And Connected £ All 11`[%drelnt Stubs must halre tracer' ori�e To 6" 45„ Bend. Moir Yater Lire Shall Be f 4 F . 11 r II considered 2> Bell end pieces o pipe t and sna a shn be cc a- Lowered To Pro viwle Su ft;-cien t Cotter As Speeifiett`. PIPE 2. Aly Joints w# 6o Restrained &ce{Jt ,In Plum scrap, and Shall not be installed into system Of Tee. CARMEL 3, Hydrants Shatl Be Set At 500' Max. Hori ai7:tcl TITLE: ca `i ��CARMEL FIRE 1 i i'(� R A Distance, Or Less As Specified By Fire Department STANDARD DETAILS 4. All valves must eirude Pcs1 cop or equivp/ettt STANDARD DETAILS ASSEMBLY Doig,. March Ol S,rt)I¢,. Ntot To. Scde Jane'; a4r Hemp Drawing Nc . E neera.lne. TC= TOP OF CASTING ELEVATION �--- '_ _ __-` H=4'(MAXIMUM) s" SSD CONNECTION (4' MAX. DEPTH) * -PRECAST ADJUSTING SECTIONS AVAILABLE PRECAST BOX INLET NOT TO SCALE MODIFIED rw BOX INLET SCHEDULE Curb Box With Cover INLET TYPE A B MAX PIPE O TYPE A * 22" 22" 15" 15" TYPE AM * 24" 24" 18" 18" TYPE B 30" 46" 21" 21" TYPE E * 30" 30" 21" 21" TYPE J * 24" 36" 18" 27" TYPE S 15" 61" 0" 36" * -PRECAST ADJUSTING SECTIONS AVAILABLE PRECAST BOX INLET NOT TO SCALE MODIFIED rw h'astramed )O!nts _;;v/! Be Vechoniral Joint 4V=th Retainer Glands N US POe T%;' Oex .,gnat System, US Pipe field LOK Gasket .Syv,:ern, Uf L quot I NOTE: hVE ASoV2- RiS7"RAiNED 10?NT LENvTHS .ARE M/Af lukf LGNv"THS THE DE9 rN ENC4N££R 5HA L Df7£.4,WhVE IF t.ONGER LENGTHS ARE R: &ARF'D j i r I .TTY OF CARMEL )O,T FEq. TR' "MITI STANDARD DE TAILS TABLE I ,Dote uOr:n 'saa3 $cat .MOI TO Scats JOnes a r3*:v.Y Idr.hg 1446r:s� --cwio 5 ❑ ❑ ..,., I �E POST INDICATOR VALVE W/BOX NOT TO SCALE PRESSURE PIPE JOINT RES TIRAW1 TABLE Length of Pipe °76 Ee R6Vrainea Curb Box With Cover - Varies MAIN SEWER LINE! �4•.� ' dn fach Gifechon rroi a of Bend FINISHED GRADE ON STABLE GROUND i:PER ENGINEER), 1, ALL. FITTINGS SHALL BE SDR 26. d C , Hc5a ( 0,? 150 FSr rest Pressure 5-0" MIN, - W4- MAX. (TYP. ALL LATERALS, 12" � J Uex-ee % v0000v00000 o v0000000o r PEOUIREV FOR DUCTILE IRON TEE, 4S Of 4er8 i &' 70 72" '4-16" t&" 20- 24,. J0- 9a ^,TBP.+ 35' f.: w0 58' S8 71' 80' �5" 15, Plugs }27 s_ -5 -WYE UJ LINOISTii 0TRENCH, Bed Pipe In Specified Granular - ®� - REQUIRED Bedding Material Hand Tamped In ^ 45^--'7 ; 4' 11' 13' 15 j f7` 79`21' �.. Restrained Except 4` f1' : $ _. :` 6'7. j Q' 9 10' 72' 14' t1 2 I T 4" 4` i 4' - .S' 6' FOLLOWS' Y-82' SUR -35 h'astramed )O!nts _;;v/! Be Vechoniral Joint 4V=th Retainer Glands N US POe T%;' Oex .,gnat System, US Pipe field LOK Gasket .Syv,:ern, Uf L quot I NOTE: hVE ASoV2- RiS7"RAiNED 10?NT LENvTHS .ARE M/Af lukf LGNv"THS THE DE9 rN ENC4N££R 5HA L Df7£.4,WhVE IF t.ONGER LENGTHS ARE R: &ARF'D j i r I .TTY OF CARMEL )O,T FEq. TR' "MITI STANDARD DE TAILS TABLE I ,Dote uOr:n 'saa3 $cat .MOI TO Scats JOnes a r3*:v.Y Idr.hg 1446r:s� --cwio 5 ❑ ❑ ..,., I �E POST INDICATOR VALVE W/BOX NOT TO SCALE Curb Stop _/ Concrete Block Corporation Stop rMueller H-15008, Or Equal Water Main Double Strap Service Saddle X Length - Varies 1' E (Verify) Copper Service Line Service Saddle Must Be Omitted For Services I' And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Existing Water Main Tapping Sleeve New Pipe Shall Be Installed Under The Existing Water Main NOTE; 1) 1' Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Top Shall Be Installed With A Min. Harz. Seperation Of 24'. 4) 2 inch taps and smaller shall not be installed within 18 inches of machanical joints and belts. TITLE: CITY OF CARMEL WATER SERVICE STANDARD DETAILS DETAIL Dote; Engineers, March 2001 stole: Not To state ones 6 HemyInc. Droving Name Ly4 See Trench Detail For Backfill Requirements Valve MORE THAN 20' DEEP LESS THAN 20' DEEP Curb Box With Cover ' r Existing Water Main Varies MAIN SEWER LINE! �4•.� ' r FINISHED GRADE ON STABLE GROUND i:PER ENGINEER), 1, ALL. FITTINGS SHALL BE SDR 26. d C , (TYP. ALL LATERALS) 5-0" MIN, - W4- MAX. (TYP. ALL LATERALS, 12" � J LU % v0000v00000 o v0000000o r PEOUIREV FOR DUCTILE IRON TEE, 4S Tee \ oovovvovvv o 0 0 o New Water Main vvo ovvv ' i a, CAPPED t^, YE SHALL 8E I'ICD F'Rl(iR TO \ vv vvv vov o00 000vr As Required Varies Q o _70 v o° ° v o v°o 0 0° r 3 ALL LATERAL BEDDING SHALL BEAGAINST s_ -5 -WYE UJ Curb Stop _/ Concrete Block Corporation Stop rMueller H-15008, Or Equal Water Main Double Strap Service Saddle X Length - Varies 1' E (Verify) Copper Service Line Service Saddle Must Be Omitted For Services I' And Smaller And Direct Taps Made To Ductile Iron Pipe, Class 350 Or Greater. (Verify With Owner For Pressure Class DIP.) Existing Water Main Tapping Sleeve New Pipe Shall Be Installed Under The Existing Water Main NOTE; 1) 1' Or Smaller Service Line Shall Be Direct Tap Unless Approved By Carmel Utilities. 2) Corporation Stop Shall Be Brand And Model Approved By Carmel Utilities. 3) Service Line Top Shall Be Installed With A Min. Harz. Seperation Of 24'. 4) 2 inch taps and smaller shall not be installed within 18 inches of machanical joints and belts. TITLE: CITY OF CARMEL WATER SERVICE STANDARD DETAILS DETAIL Dote; Engineers, March 2001 stole: Not To state ones 6 HemyInc. Droving Name Ly4 See Trench Detail For Backfill Requirements Valve MORE THAN 20' DEEP LESS THAN 20' DEEP New Water Main ' r Existing Water Main Varies MAIN SEWER LINE! �4•.� ' r FINISHED GRADE ON STABLE GROUND i:PER ENGINEER), 1, ALL. FITTINGS SHALL BE SDR 26. 8, nammw4."CONCRETE CAP REQUIRED, NOT TO °°°°°°VV°°v (TYP. ALL LATERALS) 5-0" MIN, - W4- MAX. (TYP. ALL LATERALS, 12" IS ' HEMI*, THEM CONCRETE CAP IS REQUIRED AT 12' Min. LU % v0000v00000 o v0000000o r PEOUIREV FOR DUCTILE IRON TEE, Tee \ oovovvovvv o 0 0 o New Water Main vvo ovvv ' Bend CAPPED t^, YE SHALL 8E I'ICD F'Rl(iR TO \ vv vvv vov o00 000vr As Required Varies ONE PIECE TEE 0 0 v o° ° v o v°o 0 0° r 3 ALL LATERAL BEDDING SHALL BEAGAINST -WYE UJ LINOISTii 0TRENCH, Bed Pipe In Specified Granular - ®� - REQUIRED Bedding Material Hand Tamped In Note: All Joints Shall Be !w _ _ , ..• L a 6' Layers To Pipe Centerline Restrained Except Z ALL LATE- RALE. Bedding Material Shall Conform In Run Of Tee. TRACER WIRE To INDOT 903-02, Size No. 8 PLAN t1 O SECTION Notes= LLII FOLLOWS' Y-82' SUR -35 O D Negalug flanges shall be used for all mecharicat joints. - 6" SDR 35 C > a f 4 F . 11 r II considered 2> Bell end pieces o pipe t and sna a shn be cc a- WYE FITTINGS TO BE 1'-0" PIPE TITLE scrap, and Shall not be installed into system CITY OF CARMEL WATER MAIN .D STANDARD DETAILS CONNECTION DETAIL SRIGOT ITUmTCIIIS MORE THAN 20' DEEP LESS THAN 20' DEEP COWACTION CANNOT RE AOiIEIVED, THEN PLACE A NOTES: 11' MAIN SEWER LINE! �4•.� ' STRENGTH CONCRETE AROUND THE PIPE TO 8W I FINISHED GRADE ON STABLE GROUND i:PER ENGINEER), 1, ALL. FITTINGS SHALL BE SDR 26. 8, nammw4."CONCRETE CAP REQUIRED, NOT TO TRACER WIRE (TYP. ALL LATERALS) 5-0" MIN, - W4- MAX. (TYP. ALL LATERALS, 12" IS ' HEMI*, THEM CONCRETE CAP IS REQUIRED AT 2, DEPTH OF SEIRVICE LATERAL SHALL 6E MEASURED FROM FINISHED GRADE TO THE TOP OF LU 22.5; OR 45° - OR FINISHED CRAt}ES SLOPING AWAY FROM SEWER. STRENGTH CONCRETE REOUiPWID u r PEOUIREV FOR DUCTILE IRON TEE, 22.5 OR 45- -- ; ; j� a\ C_ MIN. OF a of ifs STONE OVER THE CONCRETE C CAPPED t^, YE SHALL 8E I'ICD F'Rl(iR TO MAIN SF - R UNF. 0 i z ONE PIECE TEE 0 0 >- 3 ALL LATERAL BEDDING SHALL BEAGAINST -WYE UJ LINOISTii 0TRENCH, R - ®� - REQUIRED Z 4, MINIMUM FALL IS`2%PER FOOT, TYPIi.=F,l. OF !w _ _ , ..• L a o a rn m 12C a) C 0) N N C U _ C Z ALL LATE- RALE. �Ic li) 2) 2- 75 2 > J C TRACER WIRE o W 9. PIPE REQUIREMENTS PER Dr -PTH ARE AS t1 O CV N LLII FOLLOWS' Y-82' SUR -35 O SEPARATION BETWEEN(n - 6" SDR 35 C > a t- cla.za cc a- WYE FITTINGS TO BE 1'-0" PIPE of a 2T SDR -23.5 MIN, IN BELL TO BELL SITUATIONS AND SAN E - OVER 0 (cEYNOrEs: .D m Q) BEDDING TO lit; C -CIN 1JNDIST1�E0 ADJACENT IN BELL TO 1+- _+__ d A EARTH, OO MPACTiON OF t'#8 STONE IS CRITIM' SRIGOT ITUmTCIIIS UNDER Al-LJOINTS AND rn-i s. If PROPER COWACTION CANNOT RE AOiIEIVED, THEN PLACE A 1t4WMUM OF Ir OF 4000 PSI, 26 DAY COMPRESSIVE MAIN SEWER LINE! �4•.� ' STRENGTH CONCRETE AROUND THE PIPE TO 8W I FINISHED GRADE ON STABLE GROUND i:PER ENGINEER), PLAN VIEW 8, nammw4."CONCRETE CAP REQUIRED, NOT TO EXCEED BEYOND FIRST PIPE JOINT OF WYE, IF WYE 5-0" MIN, - W4- MAX. (TYP. ALL LATERALS, 12" IS ' HEMI*, THEM CONCRETE CAP IS REQUIRED AT MAY NEED TO BE DEEPER FOR LONG BUILDINGS ENGINEERS DISCRETION. Mik 4M PSI, 28 DAY 22.5; OR 45° - OR FINISHED CRAt}ES SLOPING AWAY FROM SEWER. STRENGTH CONCRETE REOUiPWID u r PEOUIREV FOR DUCTILE IRON TEE, 22.5 OR 45- -- ; ; j� a\ C_ MIN. OF a of ifs STONE OVER THE CONCRETE C CAPPED t^, YE SHALL 8E I'ICD F'Rl(iR TO BACKFILl_iNQ. MANUFACTURED, WATERTIGHT CAP FOR - ANGLE MUST BE FUTURE CONNECTION P, ALL LATERAL$) ANGLE MUST BE/ X " BETWEEN 15° AND 45" TRACER WIRE (TYF': ALL LATERALS) BETWEEN 15 -AND 451 City of Carmel Utilities` SERVICE LATERAL SECTION \-,A Standard Details DETAIL 6" MIN._.-- Dai+�:.Iat,I, it' zoic scsla Na To sc Drawing: qS_?4A Page 26 C 0 Q N 0 0 0 0 0 > `o rn C o a rn m 12C a) C 0) N N C U _ C N .0 a N �Ic li) 2) 2- 75 2 > J C (T a) QUv wwrY CD CD CV O CV N c o -t Q �_ _ O U I LL 011 (y) CT G .D m Q) 1+- _+__ 0 C: O) VnJ CIO 0Er � J U I� � � N Q \o V) N W Z \ 0 N /� - NO O ON 0 O 0- 3 010 n` W •Q_ 0 CERTIFIED BY./ ' ` ",�t„INE 0, =Z / v 1 PE `�LJC, Z'= N PQQ�00� I ANP ONAL ,.. Date COVERING UTILITY DETAIL DESIGN Kam w fiaRs bei Call 1sd= you d4 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared SveK 8 Checked By: Chris Vowi >, PE Quality Assurance: David Lath, PE Scale: 0 Scale: I" - N/A Sheet C502 Date 02-23-2017 Project Number 060384-20322 l U r 1 PEDESTRIAN/STANDARD 0) _ Q WEIR. U SO:. PERIMETER CATALOG GRATE NUMBER TYPE FT. OPEN 0 R-3494 1A W B -34M 1.5 7=9 R -3405-A H 1.3 S.I 8•:405-A L J 8.0 8-3405.8 _ H 1.3 8.0 R-3405-8 L 1,5 • R-3405-03 H vl 10 0 3.5 W R -3405-D3 4, 29 3/4 x 29 3/4 17/16 Q 34 3/4 x 38 6 3 3/4 x 3 3/4 1 1/16 1 1/16 R -3405-D4 CL 17/16 Ln 38 x 38 C4 3 314 X 3 3/4 C4 32` ' ` Ci.it b Contractor. y IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 0 • sns e ' C14 t r 813 mm] OD 2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL i CN 3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT, TACK COAT IS TO BE L s 0 _ _ _ I 4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE, ASPHALT TYPE SHALL MATCH ROAD CLASSIFICATION REQUIREMENTS. i6.fM• iTug, cm"r r t ilt2" �`°cans.ecx"x 119: s25a1 Lt�ks s$ ° i t- -;. ux, z , e {3psa (20 - t� p 0) LL TOP OF PIPE. FINAL BACKFILL SHALL BE FLOWABLE FILL UP TO 12' CONCRETE CAP. o . N • 0, • Cy')I O Ln U CV O Lo " U / • C W / 0 U / N ch O • C4 - d• 00 CYJ O " 1- O o C4 / R-3404 to R-3405 Series O r 1 R-3404 to R-3405 Series Gutter Inlet Frame, Grate Heavy fluty' PEDESTRIAN/STANDARD LIGHT DUTY 7 -GS Catalog No. R-3404 WEIR. 1 1;/2 SO:. PERIMETER CATALOG GRATE NUMBER TYPE FT. OPEN LINEAL FEET R-3494 1A 7.2 B -34M 1.5 7=9 R -3405-A H 1.3 S.I 8•:405-A L 1.S 8.0 8-3405.8 _ H 1.3 8.0 R-3405-8 L 1,5 8.0 R-3405-03 H 3.5 10 R-341 -D4 H 3.5 10 R -3405-D3 4, 29 3/4 x 29 3/4 17/16 Illustrating R-3405 !:ombination4 Box WEIR SO. PERIMETER CATALOG GRATE FT, LINEAL AAMCO TYPE OPEN FEET NYLOPLAST 10" DRAIN BASIN: 2810AG - - X (1) DUCTILE IRON GRATE OPTIONAL CONCRETE POUR RING (FOR USE IN SIDEWALKIDECKAPPLICATIONS) P CONCRETE WALKWAY OR DECK e THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (4) CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (5) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4" MIN 4" -10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCDR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)3 (4) GRATE OPTIONS LOAD RATING PART # -0 -9 -91 Dimensions in inches PEDESTRIAN/STANDARD LIGHT DUTY 7 -GS Catalog No. R-3404 A 21 1/2 x 21 1/2 1 1;/2 C 201/8 x 261/8 36 5/8 X 30 5/8 1= 51/8 G 2 X 2 H 15!1 {-3405 23 58 X 23 5/8 112 22 X 22 32 3/4 x 32 314 6 21/8 x 21/8 1 1 8-3405-A 23 7/8 X 23 7/8 2 22 x 22 32 118 x 32 1'/8 61/8 21/4 x 21/4 17/16 R-3405-8 23 718 x 23 7/8 2 22 x 22 32.1/8 X 29 61/8 � 21/4 x 2 1/4 17/16 R -3405-D3 4, 29 3/4 x 29 3/4 17/16 281/2 X 281/2 34 3/4 x 38 6 3 3/4 x 3 3/4 1 1/16 1 1/16 R -3405-D4 29 3/4 x 29 3/4 17/16 281/2 X 281%2 38 x 38 6 3 314 X 3 3/4 s". '-`;>T" f - {S Details) `I !:ombination4 Box WEIR SO. PERIMETER CATALOG GRATE FT, LINEAL AAMCO TYPE OPEN FEET NYLOPLAST 10" DRAIN BASIN: 2810AG - - X (1) DUCTILE IRON GRATE OPTIONAL CONCRETE POUR RING (FOR USE IN SIDEWALKIDECKAPPLICATIONS) P CONCRETE WALKWAY OR DECK e THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (4) CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (5) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: 4" MIN 4" -10" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCDR SINGLE WALL), PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN)3 (4) GRATE OPTIONS LOAD RATING PART # -0 -9 -91 DRAWING # PEDESTRIAN/STANDARD LIGHT DUTY 7 -GS 7001-110-196 SOLID COVER LIGHT DUTY 1099CGC 7001-110-199 BRONZE WA 1099CGB 7001-110-200 DOME N/A 1099CGD 7001-110-201 DROP IN GRATE LIGHT DUTY tO01DI 7001-110-020 ' - GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-05, 7CI')(A 8rCi " [01219 mm] WITH THE EXCEPTION OF THE BRONZE GRATE.3130 2 CUSTOM GRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL VERONA AVE BUFORD, GA 30518 RISERS ARE NEEDEC FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT ..................... 21" PHN (770) 932-2443 SEE DRAWINGRENEED. 4001-110065 OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 11.15-M jf. ( Nylo laSt' FAX (170) 932-2480 j� 3 - STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF 00 & 1800. www nyloplast us.com REVISED BY NMH PROJECT NOMAME CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE V TO360". TECHNICAL INFORMATION SHOWN HEREIN 1 TO DETERMINE MINIMUM, ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION I ' TITLE 4 FOR COMPLETE DESIGN DETAILS SEE DRAWING NO. 7001-110-046 CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.1146 is I. i7q'i@ntatLeln may vary from 90°r 9! 10 N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS / in non -traffic areas to preven,. inadvertent REPRODUCTION OF THIS PRINT OR ANY INFORMATION DWG SIZE A SCALE 1:16 SHEET 1 OF 1 DWG NO. 7001-110.273 REV E ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL) & IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PVC SEWER (4"-24'9. PERMISSION FROM NYLOPLAST. @2013NYLOPus1 ;octagonal Base Plate [1524 mm] �-1� tv 7CI')(A 8rCi " [01219 mm] EDGES TO BE SAWCUT AND 1.5" HMA SURFACE, 9.5 mm ANGLES ARIABLE 0' - 360' 8-3287-IOV V 2.1 55 Available with 3" radius curb box. CLEAN OF DEBRIS AND LOOSE K: ..................... 21" C r � Please see accompanied 9.00 jf. ( [530 !Tim] CID Max [iS24 specification nates. ISO � S tSVNLVM -Pipe coupling 1 See Site Pian for actual system ar€tatiOts I ' by Contractor, tMiess other traffic barrier are present, bollards shall be placed amand access dser{s3 1 is I. i7q'i@ntatLeln may vary from 90°r 9! � i i�///r//�/ri/�//�/ //./�rZ//i��///!i///i�/z / 12 / in non -traffic areas to preven,. inadvertent REPRODUCTION OF THIS PRINT OR ANY INFORMATION custom angles t0 meet site condMIW', SEE DRAWING NO, 7001-116-065 .4 Internal Baffles REVISED BY NMH loading by maintenance vehicles. ;octagonal Base Plate [1524 mm] �-1� Plan View rTl l.. le Frame and- Rim elevations to match finished I ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCDR DUAL WALL), -� g Cover by Manufacturer. !, PE ser can b � S I grade. HD risers e field b Ti traffec loading (H -2a} is required or anticipated, a concrete pad mast be placed over the entire stormwater Treatment X •.•. z�1° s". '-`;>T" f - {S Details) `I 32` ' ` Ci.it b Contractor. y IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN System per contra design as calculated by Engi"er. NO SCALE sns e ' i. ,- „r 9 iB +!1 t r 813 mm] OD 2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL i Sample detalts of concrete pad available upon request. 3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT, TACK COAT IS TO BE ,• s Grade (Rim) _ _ _ I 4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE, ASPHALT TYPE SHALL MATCH ROAD CLASSIFICATION REQUIREMENTS. i6.fM• iTug, cm"r r t ilt2" �`°cans.ecx"x 119: s25a1 Lt�ks s$ ° i t- -;. ux, z , e {3psa (20 - t� p -----�-•--- € Wrap Cgmpre Expattsfan "x j mw wee W'ai ire+}i w sr+t+€7aK -,.•-- - joint €Aaierial to a r"ni:man �^�-t:t T Manhole Prams cover betnij and I We. "'al y 42, 140 [Z5 mm1 thr£iness W11W at Inti NOT alk:x lra I• n Ct3r, , 1 tupofrwW.WWtransferAl For Non -Traffic Areas On Varies Riser �xdvarm2rlt baadmg frum NTS €rams to re€t WJ9nmer. "'Gaa'A axVdt '• { .., "kfe .4 manhate rover£ e:Comm slab. (1�Mtt31 � a . "•• '" --Won and La Y.'raP fampre.Wdbk Ac�n -r �tii � ntanh5le hah� tiiNts - Miot t4a€mW to a Mnvnum Manhole Frame ik Cover Detad sate NOT i l- +dt [ +*vTMI UakEKr ssasaurJ For H-20 Traffst Load€ng Arras alias naN9l,OP fr0W ' 11P 11 se'# is attwr b'anS?@r qi S, i25€ eYr?n HDPE riser. #raft ioadanS A`ma mird191k- .' GM•$r: to CU .te slab. �.�... R. ._. _ .-- t4, 7CI')(A 8rCi " [01219 mm] EDGES TO BE SAWCUT AND 1.5" HMA SURFACE, 9.5 mm ANGLES ARIABLE 0' - 360' A CLEAN OF DEBRIS AND LOOSE K: D 21" C r 6.08 1 9.00 12' [530 !Tim] CID Max [iS24 mm]' ISO � • / -Pipe coupling 1 /// //, ///',/// // I F by Contractor, _ �Or, 1 [305 IT m lona S ut � i i�///r//�/ri/�//�/ //./�rZ//i��///!i///i�/z / 12 / by Manufacturer, REPRODUCTION OF THIS PRINT OR ANY INFORMATION www.nyloplast-us.com SEE DRAWING NO, 7001-116-065 .4 Internal Baffles REVISED BY NMH 60" ;octagonal Base Plate [1524 mm] �-1� Plan View rTl mmm Swirl Inlet/Outl I f 104" [2642 mm] ! I Internal 24" 68" Battles [1227 mm] [610 mm] Backfill (Sand or Phom (888) 344-%44 Crushed Stone) 12" Bedding [305 mm] _f Undisturbed Soil Section A -A Madel I_V_j BYT HDPE Standard Detail. I NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY EARTH OR SIDEWALK SURFACE CONCRETE CURB OR CURB & GUTTER -•!�. PAVEMENT UNDERDRAIN TRENCH TO BE ASPHALT OR COMPACTED AGGREGATE FLUSH WITH BACK OF CURB NO. 53 PER TYPICAL SECTION z INSTALL NON -WOVEN FILTER 0j FABRIC ON PERIMETER OF i14 TRENCH AND OVERLAP AT z SUBGRADE LEVEL WASHED AGGREGATE tO DOUBLE WALL PIPE, PERFORATED HANCOR Hi -Q, TYPE 4 PIPE OR EQUIVALENT 3" 3" z PER SECTION 401.01 OF THE IN MI STORM WATER TECHNICAL STANDARDS I UNDERDRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WERE REQUESTED BY THE CITY ENGINEER CITY OF CARMEL STANDARDS STANDARD DRAWING UNDERDRAIN 10-12 C MIN CONE STYLE REDU B ACTUAL REDUCER MAY BE ASSEMBLED USING MORE PIECES THAN SHOWN. CAP STYLE REDUI THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT By SPECIFY WRIITB4 PERMISSION FROM NYLOPLAST. •m+ann.onne MIN ON r - 24' Y MIN ON W MIN ON S'-24" T MIN ON 30' NYI nPl-AST 1211 DRAIN BASIN: 2812AG - - X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE '4 8" MIN THICKNESS GUIDELINE (5) ADAPTER EDGES TO BE SAWCUT AND 1.5" HMA SURFACE, 9.5 mm ANGLES ARIABLE 0' - 360' A CLEAN OF DEBRIS AND LOOSE K: D ASPHALT BEFORE PATCHING 12" CONCRETE C r 6.08 1 9.00 12' g' 1 1200. 9.00 ACCORDING TO PLANS • / rn 1 /// //, ///',/// // D 1299CGD REMOVABLE FLOWABLE Flu • / // _ �Or, 1 12 � i i�///r//�/ri/�//�/ //./�rZ//i��///!i///i�/z / 12 Z QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050-05 REPRODUCTION OF THIS PRINT OR ANY INFORMATION www.nyloplast-us.com SEE DRAWING NO, 7001-116-065 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNANE 3" B -BORROW ,p �-1� BEDDING rTl ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCDR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11-16 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN b N-12 HP, & PVC SEWER. X Z_>1.25 z OD + 18" M n MUL TI -USE PA TH AND STREET CUT REPAIR DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A NO SCALE 0 D REV E NOTES: 1. TRENCH SPOIL IS TO BE REMOVED FROM WORK SITE AND DISPOSED OF OUT OF THE RIGHT-OF-WAY r 2. FLOWABLE FILL IS TO SERVE AS BACKFILL TO THE DIMENSION LISTED IN THIS DETAIL 3. THE EXISTING PAVEMENT IS TO BE TACK COATED PRIOR TO THE LAYING OF NEW ASPHALT, TACK COAT IS TO BE APPLIED AS SPECIFIED IN THE LATEST STANDARD OF INDOT SPECIFICATIONS, SECTION 406 4 THE NEW SURFACE IS TO BE SLOPED AT THE SAME RATE AS THE EXISTING SURFACE, ASPHALT TYPE SHALL MATCH ROAD CLASSIFICATION REQUIREMENTS. Z 5, FLOWABLE FILL SHALL CONFORM TO INDOT SPECIFICATION SECTION 213 t� p 6. IF PIPE IS PLASTIC OR HDPE: HAUNCHING AND INITIAL BACKFILL SHALL BE PER MANUFACTURER'S OR UTILITY RECOMMENDATIONS (TYP. #8 STONE TO 12" ABOVE Z c� TOP OF PIPE. FINAL BACKFILL SHALL BE FLOWABLE FILL UP TO 12' CONCRETE CAP. o I NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY EARTH OR SIDEWALK SURFACE CONCRETE CURB OR CURB & GUTTER -•!�. PAVEMENT UNDERDRAIN TRENCH TO BE ASPHALT OR COMPACTED AGGREGATE FLUSH WITH BACK OF CURB NO. 53 PER TYPICAL SECTION z INSTALL NON -WOVEN FILTER 0j FABRIC ON PERIMETER OF i14 TRENCH AND OVERLAP AT z SUBGRADE LEVEL WASHED AGGREGATE tO DOUBLE WALL PIPE, PERFORATED HANCOR Hi -Q, TYPE 4 PIPE OR EQUIVALENT 3" 3" z PER SECTION 401.01 OF THE IN MI STORM WATER TECHNICAL STANDARDS I UNDERDRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WERE REQUESTED BY THE CITY ENGINEER CITY OF CARMEL STANDARDS STANDARD DRAWING UNDERDRAIN 10-12 C MIN CONE STYLE REDU B ACTUAL REDUCER MAY BE ASSEMBLED USING MORE PIECES THAN SHOWN. CAP STYLE REDUI THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT By SPECIFY WRIITB4 PERMISSION FROM NYLOPLAST. •m+ann.onne MIN ON r - 24' Y MIN ON W MIN ON S'-24" T MIN ON 30' NYI nPl-AST 1211 DRAIN BASIN: 2812AG - - X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE '4 8" MIN THICKNESS GUIDELINE (5) ADAPTER PART # ANGLES ARIABLE 0' - 360' A B I C I D 10" 8 6.08 1 9.00 12' g' 1 1200. 9.00 I NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY EARTH OR SIDEWALK SURFACE CONCRETE CURB OR CURB & GUTTER -•!�. PAVEMENT UNDERDRAIN TRENCH TO BE ASPHALT OR COMPACTED AGGREGATE FLUSH WITH BACK OF CURB NO. 53 PER TYPICAL SECTION z INSTALL NON -WOVEN FILTER 0j FABRIC ON PERIMETER OF i14 TRENCH AND OVERLAP AT z SUBGRADE LEVEL WASHED AGGREGATE tO DOUBLE WALL PIPE, PERFORATED HANCOR Hi -Q, TYPE 4 PIPE OR EQUIVALENT 3" 3" z PER SECTION 401.01 OF THE IN MI STORM WATER TECHNICAL STANDARDS I UNDERDRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT AND WERE REQUESTED BY THE CITY ENGINEER CITY OF CARMEL STANDARDS STANDARD DRAWING UNDERDRAIN 10-12 C MIN CONE STYLE REDU B ACTUAL REDUCER MAY BE ASSEMBLED USING MORE PIECES THAN SHOWN. CAP STYLE REDUI THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT By SPECIFY WRIITB4 PERMISSION FROM NYLOPLAST. •m+ann.onne MIN ON r - 24' Y MIN ON W MIN ON S'-24" T MIN ON 30' NYI nPl-AST 1211 DRAIN BASIN: 2812AG - - X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE '4 8" MIN THICKNESS GUIDELINE (5) ADAPTER PART # ANGLES ARIABLE 0' - 360' TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCORDINGTO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, MEETS H-211 TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 7001-110-203 SEE DRAWING NO, 7001-110-111 FOR NON TRAFFIC INSTALLATION. MEETS H-20 (3) VARIABLE SUMP DEPTH 7001-110-204 ACCORDING TO PLANS WA (6" MIN. BASED ON WATERTIGHT JOINT MANUFACTURING REQ.) (CORRUGATED HDPE SHOWN) 4" MIN (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HDPE (ADS N-12JHANCOR DUAL WALL, ADS/HANCDR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PUC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. J BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 221 GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 129XGP 7001-110-202 STANDARD MEETS H-211 1299CGS 7001-110-203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE WA 1299CGPB 7001-110205 DOME NIA 1299CGD 7001-110206 DROP IN GRATE LIGHT DUTY I 1201DI 7001-110021 PLACED & COMPACTED UNIFORMLY IN ACGORDANGE WITH ASTM D 3 Kam w icat IellI v \ 8" INLINE DRAIN OR 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, an 1-800-382-5544 8" DRAIN BASIN BODY 3130 VERONA AVE WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH BUFORDGA 30518 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT 3130 VERONA AVE BUFORD, GA 30518 ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES NYLOPLASr HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, THE OF THE DESIGN OR PHN (770)) 932--24432"3 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. OR POSSESSION OF THIS PRINT DOES NOT CONFER TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03.29.06 COVER HAS LIGHT DUTY RATING Nylo last` FAX (770) 932-2490 RISERS ARE NEEDED ✓ www.nylopbst-UB.COM QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050-05 REPRODUCTION OF THIS PRINT OR ANY INFORMATION www.nyloplast-us.com SEE DRAWING NO, 7001-116-065 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNANE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 343-18 4 - DRAINAGE CONN ECTION. STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING N0. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCDR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03.11-16 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS REV B PERMISSION FROM NYLOPLAST. e�o10 ar aP �s 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 360". TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 1:20 SHEET 10f 1 DWG N0. 7001-110.189 REV E ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 PERMISSION FROM NYLOPLAST. ®zal3NnoP sr 0899CGC APPROX. WEIGHT = 3.38 LBS r2l'�1211" 08.06 8" SOLID COVER - - Kam w icat IellI v \ 8" INLINE DRAIN OR an 1-800-382-5544 8" DRAIN BASIN BODY TOP DIMENSIONS ARE FOR REFERENCE ONLY Jared SVIK 13 THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE BUFORD, GA 30518 ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES NYLOPLASr HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, THE OF THE DESIGN OR DATE 3.3.06 DUCTILE IRON N�7to last' PHN (770) 93&2443 FAX (770) 63ZM COVER HAS LIGHT DUTY RATING TRANSFER, OR LICENSE USE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO,MAME ✓ www.nylopbst-UB.COM QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050-05 REPRODUCTION OF THIS PRINT OR ANY INFORMATION Project Number 060384-20322 TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 343-18 81N SOLD COVER ASSEMBLY LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING N0. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 7001-110-036 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ;;G- SIZE A 1 SCALE 1:4 SHEET 1 OF 1 DWG NO. 7001-110-195 REV B PERMISSION FROM NYLOPLAST. e�o10 ar aP �s 0899CGS APPROX. DRAIN AREA =18.77 SQ IN APPROX. WEIGHT = 3.06 LBS 08.06 '- 8" STANDARD GRATE I I !� S I I I I I I I I \ 8" INLINE DRAIN OR 8" DRAIN BASIN BODY TOP DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE HAS LIGHT DUTY RATING THIS PRINT DISCLOSES SUBJECT MATTER N WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 7050-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30516 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3446 DUCTILE IRON PHN (770) 932-2443 SIZE OF OPENING MEETS REQUIREMENTS of AMERICAN DISABILITY TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo last, FAX (770) 692.2490 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME www.flylaiiiiig-us.com ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 11110 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 61N STANDARD GRATE ASSEMBLY 7001-110-038 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN DWG Siff A 1 SCALE 1:4 SHEET 1 OF 1 DWG NQ 7081-11 D•194 REV B PERMISSION FROM NYLOPLAST. ow10 nvLor Asr rn .C- C C C 0 o OF 6 C 0) N C U + c O � 0 N a€o C3 cam C M N 0 + + N 0 t`t'Gnaw 5 a Q D v� w w 0� O O CV CU O t/'J C4 N Q) in r ��- ,0 U 0 - v 0) V) vi 00 CL 0 I-, U > CL - _ 0 w O 0> M ON c'7 O m 0 U 11j) CD E rco J U � CV (/i� a) �z LU ' o C: �.N >-- _ Q` (I CD Q C) n \ O W L C CIO CERTIFIED B ' o` - �C3 =E U €PE • ' �' c0� I t O .�Q O Q1�0, O� .ON ON Date "mrrulnlllnuntltot Date 0�-23-20ij COVERING UTILITY DETAIL DESIGN Kam w icat IellI v Call behn y1m 018. an 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared SVIK 13 Checked By: Chris W198111ar PE Quality Assurance: U David Lack, PE Scale: 0 Scale: I" = N/A N Q Sheet ^ 5 O /'� \ � Date 022-23-20177 Project Number 060384-20322 U Q U O 0 ILq J Q 1 N n W Q C� L CT O N r\ O N C15 N O 2 N O n c c N 3 N V) E O _I O r\ U / n U / c W U / N N M O N Cb C`7 O 10 O 1-1 10 O O N / rN L 0 a U N N O O C O Q 6 O) C C O O U 0) c O N N c U + O O N M w + + N O NC T T E _w Cn a' U> c 5 U j Q U n w w O O N N O cn N N N v � C O n O i O Q O r� U O - w CL — CT C+) Cr CL)0 L U) C LU m H U 0 O �o OL Ea� oc') Z U_ N Q L41) 'o z Z J — 0 O O LU Lool) CD - 3 0 = 10 'LU v I O nl W co O cn o V CERTIFIED BY. QNE M 5� s r � 0, CQ� z �JG PE � .33o <0J G0 �� o, Date Date 02-23-201j COVERING PLAN AND PROFILES DESIGN wttam belm ' Gall amore you dig. 811 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE Drawn By: Jared SV" 8 Checked By: Ci ri Wiseman, PE Quality Assurance: David LacK PE Scale: 0 Scale: V = 40' Sheet C701 Date 02-23-2017 1-Project Number 060384-20322 f 3 / / PGD EXISTING INDIANA ,�a ` 2 PVC PA ' '� /' SPINE HOSPITAL 3 / / %j • / ` `4 NSQR4 3 CCF/ EXTENT OF 1 � EASEMENT 3do�\ PGD 7401 QR/ �I,u� /` i 872 / � , <�, x.142 \ 2 �. GTS , -4P GTS mi o 78 2 // I` y LMB QB �QO 2 �� CCFCM VJUNI 01 SITE PLANTING PLAN L141 1 "=40'-0" L GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. COORDINATE ALL WORK WITH SPECIFICATIONS. 4. PRESERVE AND PROTECT ALL EXISTING SITE IMPROVEMENTS INDICATED TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 5. SOD ALL PARKING ISLANDS AND DISTURBED AREAS WHERE PLANTING IS NOT SHOWN 6. LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET L142 - SEE PLANTING DETAILS. CODE REQUIREMENT REQUIRED 0 GREENBELT PER 100 LINEAL FEET = 663 LF SIZE HT 30' MIN. WIDTH WITHIN ROW OF US 31 5 SHADE OR EVERGREEN TREES = 33 TREES 33 TREES B & B 3 ORNAMENTAL TREES = 20 TREES 20 TREES CCF 3 EVERGREEN TREES = 20 TREES 20 TREES FOUNDATION PLANTING MULTI -STEM 8' HT. 25' MIN. WIDTH AROUND FRONT OF BUILDING 221'-4" LF OF BUILDING X 25' WIDTH = 5533 SF 3432 SF 10' MIN. WIDTH ALONG REMAINING SIDES 426-8" LF OF BUILDING X 10' WIDTH = 4267 SF 3918 SF 75% SHRUBS, GRASSES, & GROUNDCOVERS 9800 SF AT 75% = 7350 SF � PARKING LOT PERIMETER 3 GTS 4 SHADE TREES = 44 TREES 43 TREES *UNABLE TO MEET DUE TO UTILITY CONSTRAINTS B & B 20 SHRUBS = 221 SHRUBS 221 SHRUBS PARKING LOT INTERIOR PER 10 PARKING SPACES = 155 SPACES SOUR GUM B & B 1 SHADE TREES = 16 TREES 17 TREES PA 5 SHRUBS = 78 SHRUBS 78 SHRUBS OVERALL TOTALS SHADE TREES = 93 TREES 93 TREES PGD ORNAMENTALTREES = 20 TREES 01 SITE PLANTING PLAN L141 1 "=40'-0" L GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. COORDINATE ALL WORK WITH SPECIFICATIONS. 4. PRESERVE AND PROTECT ALL EXISTING SITE IMPROVEMENTS INDICATED TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 5. SOD ALL PARKING ISLANDS AND DISTURBED AREAS WHERE PLANTING IS NOT SHOWN 6. LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET L142 - SEE PLANTING DETAILS. CODE REQUIREMENT REQUIRED PROPOSED GREENBELT PER 100 LINEAL FEET = 663 LF SIZE HT 30' MIN. WIDTH WITHIN ROW OF US 31 5 SHADE OR EVERGREEN TREES = 33 TREES 33 TREES B & B 3 ORNAMENTAL TREES = 20 TREES 20 TREES CCF 3 EVERGREEN TREES = 20 TREES 20 TREES FOUNDATION PLANTING MULTI -STEM 8' HT. 25' MIN. WIDTH AROUND FRONT OF BUILDING 221'-4" LF OF BUILDING X 25' WIDTH = 5533 SF 3432 SF 10' MIN. WIDTH ALONG REMAINING SIDES 426-8" LF OF BUILDING X 10' WIDTH = 4267 SF 3918 SF 75% SHRUBS, GRASSES, & GROUNDCOVERS 9800 SF AT 75% = 7350 SF 7350 SF PARKING LOT PERIMETER PER 100 LINEAL FEET = 1106 LF GTS 4 SHADE TREES = 44 TREES 43 TREES *UNABLE TO MEET DUE TO UTILITY CONSTRAINTS B & B 20 SHRUBS = 221 SHRUBS 221 SHRUBS PARKING LOT INTERIOR PER 10 PARKING SPACES = 155 SPACES SOUR GUM B & B 1 SHADE TREES = 16 TREES 17 TREES PA 5 SHRUBS = 78 SHRUBS 78 SHRUBS OVERALL TOTALS SHADE TREES = 93 TREES 93 TREES PGD ORNAMENTALTREES = 20 TREES 20 TREES B & B EVERGREEN TREES = 20 TREES 20 TREES PS SHRUBS = 299 SHRUBS 299 SHRUBS B & B FOUNDATION SHRUBS/GROUNDCOVER = 7350 SF 7350 SF PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE HT AGA AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' 'AUTUMN BRILLIANCE' SERVICEBERRY B & B 2"CAL CCF CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD B & B MULTI -STEM 8' HT. CM CORNUS MAS CORNELIAN CHERRY DOGWOOD B & B 2"CAL GBA GINKGO BILOBA AUTUMN GOLD' TM MAIDENHAIR TREE B & B 2.5"CAL GTS GLEDITSIA TRIACANTHOS 'SKYLINE' SKYLINE HONEY LOCUST B & B 2.5"CAL NS NYSSA SYLVATICA SOUR GUM B & B 2.5"CAL PA PICEA ABIES NORWAY SPRUCE B & B 8' HT. PGD PICEA GLAUCA ' DENSATA' BLACK HILLS SPRUCE B & B 8' HT. PS PINUS STROBUS WHITE PINE B & B 8' HT. PVC PRUNUS VIRGINIANA 'CANADA RED' CANADA RED CHOKECHERRY B & B 2.5"CAL QB QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5"CAL QR QUERCUS RUBRA RED OAK B & B 2.5"CAL UH ULMUS X 'HOMESTEAD' ELM B & B 2.5"CAL ZS ZELKOVA SERRATA JAPANESE ZELKOVA B & B 2.5"CAL SHRUBS BOTANICAL NAME COMMON NAME CONT HT SPACING CAK CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS 2 GAL 18"-24" HT. AS SHOWN FGA FOTHERGILLA GARDENII DWARF FOTHERGILLA 3 GAL 18" HT. AS SHOWN HMB HYDRANGEA MACROPHYLLA ' BAILMER' TM ENDLESS SUMMER 3 GAL 18"-24" HT. AS SHOWN HQR HYDRANGEA QUERCIFOLIA 'RUBY SLIPPERS' RUBY SLIPPERS HYDRANGEA 3 GAL 18"-24" HT. AS SHOWN IVL ITEA VIRGINICA 'LITTLE HENRY' TM VIRGINIA SWEETSPIRE 3 GAL 15"-18" HT. AS SHOWN TMF TAXUS X MEDIA 'FAIRVIEW' FAIRVIEW YEW 3 GAL 18"-24" HT. AS SHOWN VJU VIBURNUM X JUDDII JUDD VIBURNUM 3 GAL 18"-24" HT. AS SHOWN GROUND COVERS BOTANICAL NAME COMMON NAME CONT HT SPACING HMA HAKONECHLOA MACRA 'ALL GOLD' JAPANESE FOREST GRASS 1 GAL 18" o.c. LMB LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL 18" o.c. SAF SEDUM X 'AUTUMN FIRE' AUTUMN FIRE SEDUM 1 GAL 24" o.c. BROWNING DAY MULLINS D I E R D 0 R F LEADERSHIP + DESIGN® Browning Day Mullins Dierdorf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 E: bhendrickson@bdmd.com ISH Real Estate Investments, LLC Owner 13225 North Meridian Street Carmel, IN 46032 P: (317) 344-7331 W: Fink Roberts and Petrie, Inc. Structural Engineer 9449 Priority Way West Drive, Suite 200 Indianapolis, IN 46240 P: (317) 872-8400 W:http://frpinc.com/ Cripe Architects + Engineers Civil Engineer 3939 Priority Way South Drive, Suite 200 Indianapolis, IN 46240 P: (317) 844-6777 W:http://cripe.biz TPC Mechanical Contractors Mechanical Engineer 350 Gradle Drive Carmel, IN 46032 Phone: (317) 846-4768 Website: www.tpcmech.com Technology Electric Inc. Electrical Engineer 10784 E. 141 st Street Noblesville, IN 46060 Phone: (317) 773-2743 .� �,o • ......... Rig �,, N0. * LA29900015 * _= STATE OF �NDIA NPPEA CERTIFICATION CONSTRUCTION DOCUMENTS Indiana Spine Hospital Medical Office Building 1435 Pennsylvania Way Carmel, IN 46032 Project No.: 16L006.A Drawn By: BS Checked By: DB Scale: See Drawing Issue Date: FEBRUARY 23, 2017 REVISION SCHEDULE Rev. # Revision Description Issue Date SITE PLANTING PLAN 0 40 80 120 feet „ 1 = 40'-0" Ll 41 I I N 0 I N I ►I 0 a j PER PLANS UNLESS NOTED OTHERWISE EXISTING OR PROPOSED BUILDING(S) - SEE ARCH. DWGS. n Y. L. Y. n n n ,' III1 I I1 I I11 I-- I I1 I I1 I I1 IIII1 I II \ I—III—I I III1 IIII \IIIIII—III—I \ II 1 911-1 IIIIII—IIII \ 1-1 \ I—I 11—III_ 11 I I—I \ I 111 111-111 III—Illilll—III III_I II S I I-1 I I1 I I-1 I I1 I I-1 I I1 I I-1 I I-1 I I III1 \I II I—I 111I \ I � I_ l l 1 III _I i �III\ I I—I 11-1 I I—IIIIIIIIII 1 1, I I I I I I I I I -1 IIsom BOTANICAL NAME COMMON NAME CONT CAL SIZE HT AGA AMELANCHIER X GRANDI FLORA 'AUTUMN BRILLIANCE AUTUMN BRILLIANCE' SERVICEBERRY Remove any container 211CAL Remove tags and CCF or twine and burlap. FOREST PANSY REDBUD labels, MULTI -STEM 8' HT. CM CORNUS MAS CORNELIAN CHERRY DOGWOOD B & B 2"CAL Pruni only dead or GBA Backfill using existing soil, MAIDENHAIR TREE broken branches or 2.5"CAL Water thoroughly to GTS double 6adess. SKYLINE HONEY LOCUST eliminate air pockets 2.5"CAL .M...; , NS NYSSA SYLVATICA SOUR GUM Removeexcess soil 2.51CAL PA PICEA ARIES NORWAY SPRUCE B & B to locate and expose PGD Add 1-2 inches of BLACK HILLS SPRUCE B & B 8' HT. PS — €Ootflare. WHITE PINE hardwood mulch. 8' HT. PVC PRUNUS VIRGINIANA 'CANADA RED' Keep mulch 3 inches ` 2.5"CAL QB from trunk. 4e' %� B & B Roof flare should be QR QUERCUS RUBRA � B & B 1-2 inchas above UH ULMUS X 'HOMESTEAD' ELM B & B finish grade. ZS ZELKOVA SERRATA JAPANESE ZELKOVA B & B 2.511CAL SHRUBS BOTANICAL NAME 9 CONT MINERAL MULCH; SEE SPECS. SPACING CAK CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' �vr C Finish grade. 18"-24" HT. AS SHOWN FGA FOTHERGILLA GARDENII DWARF FOTHERGILLA 3 GAL 18" HT. AS SHOWN HMB HYDRANGEA MACROPHYLLA ' BAILMER ' TM ENDLESS SUMMER 3 GAL 4" STEEL EDGE RESTRAINT; AS SHOWN HQR HYDRANGEA QUERCIFOLIA 'RUBY SLIPPERS' �. 3 GAL PAINTED;H AS SHOWN IVL ITEA VIRGINICA 'LITTLE HENRY' TM VIRGINIA SWEETSPIRE 3 GAL PLANTING SOIL MIX, SEE AS SHOWN TMF TAXUS X MEDIA 'FAIRVIEW' FAIRVIEW YEW 3 GAL SPECIFICATIONS AS SHOWN VJU flo q JUDD VIBURNUM 3 GAL STAKES PER MANUFACTURER AS SHOWN GROUND COVERS BOTANICAL NAME COMMON NAME SPECIFICATIONS HT HMA COMPACTED SUBGRADE JAPANESE FOREST GRASS 1 GAL LMB LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL r i LEAVE SOIL UN4 UNDISTURBED AUTUMN FIRE SEDUM 1 GAL FILTER FABRIC AND REW, 04 AGGREGATE MAINTENANCE STRIP L142 1 1/2" = V-0" F25 ` :4 SAF - `' f a 03 CITY OF CARM _142 NTS 37 3 CAK TMF � a J o c HQR / \ \ 150 LMB;' \ y e 01 SITE PLANTING ENLARGEMENT PLAN L142 1 "=20'-0" L EL - SHRUB PLANTING DETAIL 0 20 40 60 feet ehk „ 1 = 20'-0" I PLANT SCHEDULE 02 CITY OF CARMEL - TREE PLANTING DETAIL L142 NTS TREES BOTANICAL NAME COMMON NAME CONT CAL SIZE HT AGA AMELANCHIER X GRANDI FLORA 'AUTUMN BRILLIANCE AUTUMN BRILLIANCE' SERVICEBERRY B & B 211CAL CCF CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD B & B MULTI -STEM 8' HT. CM CORNUS MAS CORNELIAN CHERRY DOGWOOD B & B 2"CAL GBA GINKGO BILOBA AUTUMN GOLD' TM MAIDENHAIR TREE B & B 2.5"CAL GTS GLED11 SIA TRIACANTHOS 'SKYLINE' SKYLINE HONEY LOCUST B & B 2.5"CAL NS NYSSA SYLVATICA SOUR GUM B & B 2.51CAL PA PICEA ARIES NORWAY SPRUCE B & B 8' HT. PGD PICEA GLAUCA ' DENSATA' BLACK HILLS SPRUCE B & B 8' HT. PS PINUS STROBUS WHITE PINE B & B 8' HT. PVC PRUNUS VIRGINIANA 'CANADA RED' CANADA RED CHOKECHERRY B & B 2.5"CAL QB QUERCUS BICOLOR SWAMP WHITE OAK B & B 2.5"CAL QR QUERCUS RUBRA RED OAK B & B 2.5"CAL UH ULMUS X 'HOMESTEAD' ELM B & B 2.5"CAL ZS ZELKOVA SERRATA JAPANESE ZELKOVA B & B 2.511CAL SHRUBS BOTANICAL NAME COMMON NAME CONT HT SPACING CAK CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS 2 GAL 18"-24" HT. AS SHOWN FGA FOTHERGILLA GARDENII DWARF FOTHERGILLA 3 GAL 18" HT. AS SHOWN HMB HYDRANGEA MACROPHYLLA ' BAILMER ' TM ENDLESS SUMMER 3 GAL 18"-24" HT. AS SHOWN HQR HYDRANGEA QUERCIFOLIA 'RUBY SLIPPERS' RUBY SLIPPERS HYDRANGEA 3 GAL 18"-24" HT. AS SHOWN IVL ITEA VIRGINICA 'LITTLE HENRY' TM VIRGINIA SWEETSPIRE 3 GAL 15"-18" HT. AS SHOWN TMF TAXUS X MEDIA 'FAIRVIEW' FAIRVIEW YEW 3 GAL 18"-24" HT. AS SHOWN VJU VIBURNUM X JUDDII JUDD VIBURNUM 3 GAL 18"-24" HT. AS SHOWN GROUND COVERS BOTANICAL NAME COMMON NAME CONT HT HMA HAKONECHLOA MACRA 'ALL GOLD' JAPANESE FOREST GRASS 1 GAL LMB LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL SAF SEDUM X AUTUMN FIRE' AUTUMN FIRE SEDUM 1 GAL SPACING 18" o.c. 24" o.c. GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 2. COORDINATE ALL WORK WITH OTHER DESIGN DISCIPLINES. 3. COORDINATE ALL WORK WITH SPECIFICATIONS. 4. PRESERVE AND PROTECT ALL EXISTING SITE IMPROVEMENTS INDICATED TO REMAIN FROM DAMAGE DURING CONSTRUCTION. 5. SOD ALL PARKING ISLANDS AND DISTURBED AREAS WHERE PLANTING IS NOT SHOWN 6. LANDSCAPING MUST BE PLANTED ACCORDING TO THE DETAILS ON SHEET L142 - SEE PLANTING DETAILS, REFERENCE NOTES PLANTING SYMBOL DESCRIPTION DETAIL PL -01 36" WIDE, AGGREGATE MAINTENANCE 04/1_142 STRIP; CRUSHED #57 WASHED INDIANA GRANITE RIVER ROCK TOP -SEEDED WITH #10 WASHED INDIANA GRANITE RIVER ROCK TO FILL VOIDS; STEEL EDGING ,BROWNING DAY MULLINS D I E R D 0 R F LEADERSHIP + DESIGN° Browning Day Mullins Dierdorf Architects Architecture Landscape Architecture Planning 626 North Illinois Street Indianapolis, Indiana 46204 P: 317.635.5030 F: 317.634.5409 E: bhendrickson@bdmd.com ISH Real Estate Investments, LLC Owner 13225 North Meridian Street Carmel, IN 46032 P: (317) 344-7331 W: Fink Roberts and Petrie, Inc. Structural Engineer 9449 Priority Way West Drive, Suite 200 Indianapolis, IN 46240 P: (317) 872-8400 W:http://frpinc.com/ Cripe Architects + Engineers Civil Engineer 3939 Priority Way South Drive, Suite 200 Indianapolis, IN 46240 P: (317) 844-6777 W:http://cripe.biz TPC Mechanical Contractors Mechanical Engineer 350 Gradle Drive Carmel, IN 46032 Phone: (317) 846-4768 Website: www.tpcmech.com Technology Electric Inc Electrical Engineer 10784 E. 141 st Street Noblesville, IN 46060 Phone: (317) 773-2743 =m No. :z= * LA29900015 STATE OF %sCq PE AR�`� CERTIFICATION CONSTRUCTION DOCUMENTS Indiana Spine Hospital Medical Office Building 1435 Pennsylvania Way Carmel, IN 46032 Project No.: 16L006.A Drawn By: BS Checked By: DB Scale: See Drawing Issue Date: FEBRUARY 23, 2017 REVISION SCHEDULE Rev. # Revision Description Issue Date PLANTING ENLARGEMENTS & DETAILS L1 42 J