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HomeMy WebLinkAbout1U C ai a U 0 O vi rV W 0 z a V) 0 r\ 0 N E Lna an 3 m a� 0 U U J 0 U Id D U 0 O 0 N LO M O r\ 0 N i M MUNICIPALITY: CITY OF CARMEL MAYOR: JAMES BRAINARD DIRECTOR: MIKE HOLLIBAUGH DEVELOPER: 11700 N. MERIDIAN ST CARMEL, IN 46032 MBURCOPE@IUHEALTH.ORG PHONE: (317)-544-8905 DESIGNER: MSKTD 930 NORTH MERIDIAN INDIANAPOLIS, IN 46204 ENGINEER: Cripe sr.e.q� 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, INDIANA 46240 MAIN (317) 844-6777 FAX (317) 706-6451 JLASCH@CRIPE.BIZ LANDSCAPE: MEP: CONTEXT DESIGN 12 SOUTH MAIN STREET, SUITE 200 FORTVILLE, IN 46040 ERMCO ELECTRICAL &SYSTEMS CONTRACTOR LOCATION MAP: - SITEION OAN WN c was. \/1t-`1K11TV KA A P- CONSTRUCTION PLANS IU HEALTH NORTH PARKING LOT EXPANSION LEGAL DESCRIPTION A part of the Southwest Quarter of Section 35, Township 18 North, Range 3 East in Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of said Southwest Quarter; thence North 88 degrees 52 minutes 45 seconds East (bearing base is Indiana State Plane Grid Bearing, East Zone) along the South line of said Southwest Quarter 895.15 feet; thence perpendicular to the last described line North 01 degrees 07 minutes 15 seconds West 70.00 feet to the Southeast corner of Illinois Street, as described in Instrument Number 200500010371 and recorded in the Office of the Recorder of Hamilton County, Indiana and the POINT OF BEGINNING (the following nine courses are along the Eastern right of way of Illinois Street; (1) thence North 88 degrees 15 minutes 33 seconds West 100.58 feet; (2) thence North 59 degrees 44 minutes 13 seconds West 79.32 feet; (3) thence North 26 degrees 14 minutes 42 seconds West 55.91 feet; (4) thence North 02 degrees 31 minutes 56 seconds West 99.90 feet; (5) thence North 00 degrees 19 minutes 49 seconds East 861.96 feet; (6) thence North 89 degrees 40 minutes 11 seconds West 10.00 feet; (7) thence North 00 degrees 19 minutes 49 seconds East 420.10 feet to a tangent curve to the right having a radius of 715.00 feet, the radius point of which bears South 89 degrees 40 minutes 11 seconds East; (8) thence Northeasterly along said curve 587.23 feet to a point of reverse curve having a radius of 835.00 feet, the radius point of which bears North 42 degrees 36 minutes 49 seconds West; (9) thence Northeasterly along said curve 641.41 feet to the North line of said Southwest Quarter, which point bears South 86 degrees 37 minutes 33 seconds East from said radius point; thence North 89 degrees 06 minutes 04 seconds East along said North line 602.95 feet to the West right of way of US 31 as located by Indiana State Highway Commission plans for Project F-229(9), dated 1968; thence South 00 degrees 15 minutes 15 seconds West along said right of way 1284.91 feet to the Northernmost corner of right of way as described in Instrument Number 2014001347 and recorded in said Recorder's Office; thence South 06 degrees 07 minutes 55 seconds West along said right of way 1269.48 feet to the North right of way of 116th Street as described in said Instrument Number 200500010371 (the following three courses are along said North right of way); (1) thence South 88 degrees 52 minutes 45 seconds West parallel with the South line of said Southwest Quarter 140.07 feet; (2) thence South 01 degrees 07 minutes 15 seconds East 10.00 feet; (3) thence South 88 degrees 52 minutes 45 seconds West parallel with the South line of said Southwest Quarter 620.17 feet to the Point of Beginning, containing 56.059 acres, more or less. NOTE: 1. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 2. A COMPLETE SET OF PLANS APPROVED AND SIGNED BY THE CITY OF CARMEL ENGINEER AND CARMEL UTILITIES SHALL BE MAINTAINED ON THE CONSTRUCTION SITE AT ALL TIMES. I ALL WORK IN THE DEDICATED RIGHT-OF-WAY WILL REQUIRE AN APPROVED PERMIT AND A LICENSE AND PERMIT BOND. PROJECT DATA: PROJECT ADDRESS 11700 N. MERIDIAN ST., (:ARMEL, IN 46032 TOTAL DISTURBED AREA 7.4 AC ZONING: PUD & 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 (15) FOOT MINIMUM FRONT YARD SETBACK SHEET INDEX: SHEET DESCRIPTION CS -01 COVER SHEET C1-00 MAP SHEET C1-01, CI -02 EXISTING CONDITIONS AND DEMOLITION PLAN C2-00 OVERALL SITE PLAN C2 -01,C2-02 SITE PLAN C2-03, C2-04 SITE DETAILS C2-05 CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY C2-06 CITY OF CARMEL CONCRETE CURB POLICY C3-01, C3-02 GRADING PLAN C3-03 FLOOD ROUTING PLAN C4-01, C4-02 STORMWATER POLLUTION PREVENTION PLAN C4-03 STORMWATER POLLUTION PREVENTION DETAILS C4-04 STORMWATER POLLUTION PREVENTION NOTES C5-01 UTILITY PLAN C6-01 MAINTENANCE OF TRAFFIC C7-01, C7-02 STORM PLAN AND PROFILES C7-03, C7-04 STORM SEWER DETAILS C8-01 SANITARY PLAN AND PROFILE C8-02 SANITARY DETAILS BENCHMARKS: REFERENCE BENCHMARK - G55: ISHC BRONZE DISK (DISK MISSING) ON A CONCRETE POST PROJECTING 1.5 FEET OUT OF THE GROUND ALONG US 31, 2.6 MILES NORTH OF 1-465, 0.7 MILES SOUTH OF 131ST STREET, 83 FT WEST OF CENTERLINE OF SOUTHBOUND LANE OF US 31. ELEV.=867.06 (NAVD 88) PROJECT BENCHMARK #1 - SOUTHEAST CAP BOLT OF A FIRE HYDRANT APPROXIMATELY 30 FEET EAST OF ILLINOIS STREET AND 2100 FEET NORTH OF 116TH STREET. ELEV.=860.34 (NAVD 88) PROJECT BENCHMARK #2 - SOUTHWEST CAP BOLT OF A FIRE HYDRANT APPROXIMATELY 150 FEET WEST OF SOUTHBOUND US 31 AND 1800 FEET NORTH OF 116TH STREEI ELEV.=859.16 (NAVD 88) PROJECT BENCHMARK #3 - SOUTHEAST CAP BOLT OF A FIRE HYDRANT APPROXIMATELY 340 FEET WEST OF SOUTHBOUND US 31 AND 830 FEET NORTH OF 116TH STREET. ELEV.=859.72 (NAVD 88) PROJECT BENCHMARK #4 - SOUTH CAP BOLT OF A FIRE HYDRANT APPROXIMATELY 530 FEET EAST OF ILLINOIS STREET AND 440 FEET NORTH OF 116TH STREET. ELEV.=857.30 (NAVD 88) PROJECT BENCHMARK #5 - CUT "X" IN NORTH NORTHEAST CAP BOLT OF A FIRE HYDRANT APPROXIMATELY 20 FEET EAST OF ILLINOIS STREET AND 1000 FEET NORCH OF 116TH STREET. ELEV.=857.50 (NAVD 88) AGENCY &UTILITY INFO: AGENCY/UTILITY PHONE NUMBER WATER DEPT. 317-571-2443 IPL 317-261-5047 VECTREN 317-776-5532 AT&T 317-252-4275 BRIGHTHOUSE NET. 317-632-9077 CITY ENGINEER 317-571-2441 CITY UTILITIES 317-571-2443 CO. SURVEYOR 317-776-8495 D.O.C.S. 317-571-2417 STREET DEPT. 317-773-2001 SANITARY 317-571-2634 LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON BEST AVAILABLE 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 THI-RE 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. SOME AS BUILT INFORMATION MAY BE AVAILABLE IN NGVD29 UPON REQUEST. CRIPE TEAM: PROJECT MANAGER JENNIFER LASCH, PE, LEED BD+C PROJECT ENGINEER BOB GAFFER, PE CIVIL DESIGN ASSOCIATE ELAINE IVY, EI PROJECT SURVEYOR PAUL KLODZEN, PS QUALITY ASSURANCE DAVID LACH, PE, LEED BD+C 317-706-6346 317-706-6343 317-706-6308 317-706-6467 317-706-6361 Scale: 0 Scale: 1" = an 11 -WO -W2 -SW FOR CALLS IN INDIANA CALL TOLL FREE. f MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox WayI 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • Crie Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200` INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz L: t DATE 08-02-2017 PROJECT NO. I DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 'a. SET DESCRIPTION BID SET SHEET TITLE COVER SHEET 1 obi (� T)f24y&t/p6 SHEETNUMBER S ,moi cs�oi } CL (/) O C: (DN -� vt x 0 x W z 0 J x. L O E PROJECT NO. I DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 'a. SET DESCRIPTION BID SET SHEET TITLE COVER SHEET 1 obi (� T)f24y&t/p6 SHEETNUMBER S ,moi cs�oi } U C N D- U U W LLmLL- CID IL 01 N r� O N CV Q Q) :) c O I O U / r) U / c LL / U O O O N / ri O h. 0 N X LOCATION MAP: VICINITY MAP: IN SOIL MAP: onsHmm a€ersiate parkway Mnrialstreet (tee'Row) Local street (56'Row) O oUSteetCmamulorTrail & " "'iii U_S.fStatoHighway Proposed Parkway ArturialStreet ou'Roci) Proposed local Street I%finc) &4 GradeSeperatedCrossing mmwmmmm Primary Merril Street (in eow) Urban Collector Sheet poRow) Collector Sint per AUAXAgroemoelpan, Rom -1--M hnerchangeLucation Esgazom Primary ParkwaySlreetttro'Rawi —...... -- Proposed Urban collector Street or Rare < Conservation Corridors M 0uerpossl.ocation Mae AdetialStreet lsooew) — collector Street oto, RRI T Er Roundabout Intersection(FRisticg) ssesRasanaols Proposed Urban Arterial Street Its,Row) —..-..x... Proposed Collector Street ("'ROW) O Roundabout latersecton(Proposed) Arterial Street pct' Rowl Parkway Collector Street (9e Rmin 70 River �rrga��aeer:e Proposed Armored Street (mirROM Proposed Parkway Collector Street X,ROM C- t• � CARNILL CLA\ CO.NPREMENSIVE PLAN ` 61 n at Invert , MAP: O Ati _SF ly a) y. ` �. W cN Co -1--M W Otis 5 xo X C moo, I1 W T 4— 1 70 .� O M J 70 E C- Attu 0 a) E c) L— �. M Us SITE Mapir Rt ON Few 0 0 P t' V Racko T Saone, :� k 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. FEMA. MAP: O ■ ^ rte V ♦ a) �. W cN Co -1--M xo X C V W T 4— 1 70 .� O M J 70 E C- Z 0 a) E c) L— �. M SITE ON :� k �l . � F— v FLOODPLAIN NOTES 1. THE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE "X" PER THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 18057CO208G, REVISED NOVEMBER 19, 2014, 2. THE 100 YEAR BASE FLOOD ELEVATION FOR THE SITE AS ILLUSTRATED ON THE FLOOD INSURANCE STUDY (FIS) PLATE NUMBER 115P FOR HAMILTON COUNTY, INDIANA FOR WILLIAMS CREEK 839.0E ROUNDED UP TO THE NEAREST 0.5'. Scale:0 Scale: I"=N/A I-� Kstow`M d an 1"800-382-5544 FOR CALLS IN INDIANA CALL TOLL FRFF MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 1 317.917.1190 www.msktd.com • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.b¢ 440---i lj�PF001, 00 \' 00 DATE 07-12-2017 O O z to PROJECT NO. I DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE MAP SHEET SHEET NUMBER C1-00 f O ■ ^ rte V ♦ a) W cN Co -1--M X C V W T 4— 1 70 .� O .cu J 70 C- Z 0 a) E c) L— �. M PROJECT NO. I DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE MAP SHEET SHEET NUMBER C1-00 f , �,sj,- � ... . ........ I / < EXISTING FEATURES LEGEND � iimvju� ":)l : ,-ill X ,'I I - __ ,_ LI -1 , I v,;-3�',�-ED �,RFA - - _­ , I \ I __ l i I _ -, -­,,-,,1-,--,1-1��,­_ , , " , , , ) x ��, ...... -"-"---.-,,--- _ , � , ,� I ; , .- ,-1-1, I � 11 ",/ - I ­,)�� -1 --, , , , __ -"-' �-, ­­ - I / Z' / , � \ - ___, � I I --- � i I . 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(_ - GUY WIRE - I - - - I - -, i � I ,U �� 1 _2 - , I 11 _', 11 I � - I 0 1\1 I I W!��,_A D ______ I I , � - �_. ",� I I � I wty�__�J "� I I <_� "I ,,,c-�, I I- - � ­­­- 1--, I ''I'll -1 I'll "I 1 -I. -I... ­_ _,---. � --- , _._� sr ....... A, rAIIII116- " . ..... I 'i - ,SF .777�7 -'SF __� - __ � I !� I j! o ll , I / � / I I , 11 I � �, �, I 7 ;11�11 - NIIIIIIIIIIIIII -1-1 __ ,�p 1�� . ; I - _ I I � __1 -I,-,--- 1-1-1 I , ­ _ I I' 4: t - I /I - 1-11 I—- C17T 1 I'll 1%, ,& ,L ,,L UTILITY RISER; TELEPHONE, I / 11 1-1 P , 11 i i " i " , " -----I ,,, I I j - � T -1-1--_ � I - - G - - G - - G - GAS LINE I I I il , � � - I - C A " -, I 111 I . X C�v; 11 ,M__L�4_ ­ ELECTRIC & CABLE TV I . I I E,T I 11 �, I � I f 11 1 11 il il I �; � �, 1�51 -­ �� - --- --- , �l , '�=___ - --l- " I � 1 CE " � I --c -�, - ,� � "" I i J, i . 11 ,­,��17 ,-1_1 ,,- i ��, "" , , I i I I I �' , V - ) , ni , __/ ... .... - " '_ -W- -W-WATER LINE 1 - , I I I ) I- - � , - a �'?, "", I 11 1 fi - 11 ,� I I � �__r� "? , , � , �_,� 1 � ____��� , - -w- E] ELECTRIC TRANSFORMER i i i I - 1_� >_ � ­­'­�, � ,> " 11 � I I hl i 11 q i 11 . I 11 0 i ,/� - ­ , � �_, ,�� , 1� I � - I'll, , _ �1�1' -, � �1­ - -v-,, �,, `,�___� ­ pl�_� \ 4;;11 , ,_j , , ,­�--- -- - " , - , - �--) - ,,I 1� --11, ,�,� � I - - - E - M AIR CONDITIONER UNIT I , \ ", � . I I . , / E - I I ill J, 7 , �) I ; - i - 11 ,_� i, , / �\ 11 ELECTRIC LINE (AERIAL) I I I 1i; 11 Al t P. � - I 1, I I , � i ,,, � � I -D � I'll 1, 11 � I I I ill I y - I ; b, I- � " 0 I � I C;gp�H­ , I / , I I � , All I � I " ill 0 <�� I / i �f ". � �,"d , ,�_­, ; / I'll I I'll 1� � _��- STREET LIGHT I I , , �� i -11, -T - - T - -T - TEL I I \ i j 1 Ill I i I , I G i If, ivill ? .. j; � 11 - " ) , � I ��, EPHONE LINE (AERIAL) i i "if it i I �"! - 1, 1, I i � -, 0)0- 9� ��- 11 I j - I I 1, r --- - --- � I / 1, 1, \ i � I li k - . - " I 11 1_1",_ /1� i I 111 i! Il I f� -\ , / , I- 11/� I 11 1j, c_)i, I / I '��, LEVISION (AERIAL) A LIGHT POLE I , ,� / - , 1, I", '\ Gi,,,V, 11 I if I �� . I I - - -CTV- -CTV- CABLE TE , , il I, - I I ", 1, 1, I I " i -l'i I I . - I III a" I 11 11 I 1� ��, "I 'I, ll, I , I . \ I 1, 1, "., - I ­___ I I f �­f 111 , i f, " l, ;,:�,, I \ , YY FLOOD LIGHT I � -w � t I : I - / - I � I , 11 11 I � , l I � X 2. �� I CA F-MIDINOILE _-, � /I '? j I / I I I \ , I , . ..... . ___ - - BTC- BURIED TELE. CABLE I I � ) \ � -1- - BTC , , if I I i \ �' - �e, I I 11 I " 1, I " - ___-, / RAFFIC MANHOLE AND I . , ,�� � ,�,, - , 1� " , \ __ ; f If �, i I . 9 , C� ,-:, � 1, I'll ; / (f� 4 T I , /,/ )", 11 -, I _A " , 11" . - I 1, l4 1, I / I 4v i, I \ /I ; I I \__� I. I � I I -i` , I - BEC- - ; 'I. - �­, A , � \ 11 ,, \ 11, BEC- BURIED ELEC. 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I ­� ll 11, (R/W) i , I'll ) 1'/ � '' I , \ , ELECTRIC MANHOLE , # il I - I O'P - I � I - - - - RIGHT OF WAY LINE I � 1511j - C I I 1, 1�, , �� "'� S�l ,,� , ��', I I 1� / i " I I r -x.-, '__� 1-/ 0 � th � I 11 I 11 I 1�111 , ., I \1 I , I I , I I I �1 \ I" - � , i iii i , -� ­� % ", "I I � / / ,;,"', i L I A � 1, ,l', \ 1, ,/il 1�1, ,�i gr �,�_ , �J4 j 'X, , . "I'! I CIO SEWER CLEANOUT � i � �! , ,-'\ . - � , \ - - - - I h ,,, e,�) I �_ )_ _kIl- I I I �� i PROPERTY LINE i I ,I _ � ", - -- , I i \ \ \ \ I - , I --- 11 , - � _� � � \ "I \ GAS AND I . ii. , ji � , , , 1��_ 111"'J-1 -------- �` , 'I " ,", ! 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A , , , � 'j I ,// / -, I . 1� � ) . � REMOVED FROM SlIt ,� - -, , w / �, / _?,, " " i ; , " , I / �, I I'l 11 _f, i I � I � "Sf,� I 1� . /­ x;_, �/ 'J/ I Al- I - -, ; � � , I I'll, , � _­ � , - l' i� j,,,,� i , I '^ l,j C', �< "11;1 - 11 w .. 4 - �' , I- I I I i /, i I , , , 6 � - - � I � 11 , �\_' �11 I � , , _",;",� '' / , * I , ", -1 , _� ko", _1 1 4" / z X , I )r - I'll cl, 8 1� I / / 2 - , - fl, , I I - d- , I " �. 113� / /) "') I 0 I - I 0 � � '� C j'>',,�y �, � S", Al" ��,�,-, - 11 ("--) �- -,� C) (1- I �Irl_/ - TO BE SAWCUT AND ,�I, , � ""' zll� " � /,�,� I � .1 I I \ A, 1�/ //1 I / - 1, � �_7 � 1 1�",�, , �_, ". - ­-, , I-/ - � � I I i e I ,� � I ", ,,,, �� . . . . � C>, N`5� , I 1 4�, %/ 0 /-,�Q - /�� ��_ .- ., - I I � I/ � , ", - 4p, V I - _� -n0,��s � . . " , I � I/ I ___ 1, � I 1, w I , / / // �" � / I � \� , _f r�, � 1, �_f_,_�__ -,.---- 8" I " ,,_ /�3 l", /- -,�,� � 1, - I I 11 11 k I � �,,,­,_,,,,,-,,, ,,'?, ,1�1` -_ I - . I , // 3 � I I I �_� � � 1� ,,, / -) � I � � 1'\ I 11 1 3 � o // __ ,­� 1, I I i I / / / I 0 i____11 -1 , i i / ; i " ,-..,. I I , ; I ! ( �1, I " ,,, __ I 11 , I I' , D / ; �� �_/� I � , 1 \ / I ,/ / , 'I,/ , -`1 �, 1U 13 / , ; ,�"'­ 14 � // �, 'I', 1, \ 1�__ I " 11 C ,I i"I's, I � I 1 J � � � I ,,,, " � � I / � k i I I !� / " 11, 11 / � ,,� ;�/ A I/ �-, _� � 1 ,� ! , z 11 1 `6 �,,; " ; I � (n / \ , , " 1� I I I I I � � � � CONSTRUCTION LIMITS / / 1\ ,e 1, I �­ , I I , _9 � / \ �, // ,��;, 11 // �� I'& ) � I I , I / I I I/ - I i , I /I I �­ � I 11 � 1, 11 , /_1 - " --- I �', - � 1, �lpl'�'�, " I � I _11 � , � , , , / , � L ') VF I I 0-/ ) I � ,; � /, - �//, -�, ,-- ,� / , ,� , ��-,� , "400,11 I 1'__�_i` 1\ I / �_) -z (11 L ,,, I Q_ I i / I �, "I I , 4 , - �, I 11 I , _. Q "I �i 11 � � � " , , __ I ,�Il �� r ,;; - I I 11 I / , , , , '4 'i, 1,,�,, 1�/ ISPH,I)INMI V I , , / � - �,,l I I 1") I I ! 11 / / i � I . , 'Ir ,_� I '1/ _A- � ,_", /1-1 / / . , � ,;/ t� , I " \1 � , . // / , � I l I ,� 1, , 11q -, �_i "l- � I \ " z I j I �; I I I I � '� , DEMOLITION PLAN NOTES: I I I , I � I - � I , ",, 0 I �/� X" � _P A, 14 / / ­ ­" __11 � (--� I \1 I ,/-,-, I 11 1, 11 11. , , , ____ C:1 �, I � 1� I �, ­� 11� � � , l � I 11, IC7, , � �11 ,,',-,, I , - " I / � I �;, �' 11 I � , I I I I � /0,-\ -- - ��_ "/ ( �_ I i 1>." / � ,'I � I " �, - I I � -) / j i 4J 1 -"-\ I I I l,c�,/ I � ; 11 , f I e � , -, I ,_f i � I �, / � i , 11 � I , I ­� �,�­" ; i ,_�', �� I � I , � I a) " - / , I/ I 10 )1-11+' \ / I /. / I ll, 11 I MATE. THE CONTRACTOR IS TO DETERMINE AND FIELD VERIFY 7x,� , I , `_ ' f,� q- 'KI".""', \,,, % , .9 16 //"/ , /I , , 3 " 'Y� . I ­_`/ I" / 1\, -e, "-1 �� � 'I 11 / 4ZI / < � � , I I 1, , � , ) , / / , I 0 21, " ,,, / / >, I �, !­� i ! � I 1�1 I 1-1 -C , �_ I 11 . . = i . � C " I , 01 I I I I 1. EXISTING UTILITY LOCATIONS ARE APPROXI I � ,-In, " �_, I � I U / . , ", �' I I ,� -, , -, I / � /40407 , y 1-11 \ . I "f �, ! I /// ;11 I . ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. � I �� , / - " I � � � I / � � \ I , � � . /, " 11 �, � � 0, 0, 11� C-) 1, _-�y , , , / 1, i I I � I I I I I 1 :�7 -, I I 1, 0 I I I � . - _�, I-- I U ,,,_,,,,A �k I """ - 11,% - �_ _� - � � 11 I I 11 I ?" 11 I � /' ; I GL ��b ­, � �ll - / / / 11 I , ,�,� , � , (�y � I " - / -, / , � I I I � . 0 / '/ � 7 ��_ I I / �01 , / /1, " , ,� 5 */** 4. ,�,,, ,,,;� ', �_,, \ C-�,, i ) \ ,� Z2.\ � � , � ,�'�,',"' 14 'I'll �_ ,--) I - c--) 't I �,_ t � � , / � I I I AL, RELOCATION AND , I I � MWOLI 0 , - ,,, , -,f , \ ; , I 2. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOV ; -5 1 1� // I / I 1 4� , _;, � / 11_j�` \1 � 3 � U � _/ ,-, (9 ,- , ; - I "I-- i I 1\ I � - -� � I 1.1- ,­ _--,,- , - '81001111w I � � / I 5 , I I /" ; DEMOLITION OF EXISTING UTILITIES WITH THE RESPECTIVE UTILITY COMPANY. " I / " ,J�0, - 1_? � - Q_, -­ � ., - / 11 . I CL , / 11-� 1� / 0? ,--� _"; � "i�l* " � , r, I / - " ,I " ;;;;.,:;�� I ; I - � ,)� , , ,­ ,,, ­� ; \1 11! I � . 701 VF,/ - � � 12 / I -1 ",_1,_, z- - N", - , �,� I I �, , ------- ,_ .. )11 � i � 1; i I-\ ,\ \ tl � I I ��, - I.,_-, 000� � z � I� I ,,, I ,­ " -�, A , ", , ; / ', � I I �/ , z , ,� ... / ��­_ ,,, , , - , " I I \ / , l 1� / \ � i 11z , '4z�, - r - 'A� - -_ 31-il r_- - 1, I "I /_ " \ ; I � zz � - � `�11� y 11� , , , - 11 I ;� .... ... - -1 - � �---& l I , / i � I 1 3. ALL DEMOLISHED MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE NOTED, @ /1, " / C - 0 I , � , " , J 1'� � " - , -, - I , i. I l"', � - I ,\" I ll "/- I � 1 � �,// I 11I� I---,- I ,� `�2-$ --r kF],-iil�'u-Ak7 ,Z� -/---,/ � I Vi I / Y7 '­' I IV,- j I" " i�, -��­-,,� �_ ____1 . . ..... )� , �_,�_ _1�1�i� / � 11 U) ,:, , ,,,, _4 - - 1, - , � , - r .1 _� __ ,�,� - I I 11 AND SHALL BE LEGALLY DISPOSED OF OFF-SITE. 1. A ��Iyl ki, vl� � , � I -11 ; , , " _,� " \,.�;, -,�� , - I- _/� " I I � , - ­ I I I , 1 � � I I , � � r - I , . , - I \ i , IYP �� I ­_� - / - a; \ 1� -, . 11 I .... "I" ce- 11 Oil"" � , �,,M j ,,, / , , , �w � wr q , � ,z \ ­� I 1�e, ,1r__A / � __�a_�� " , 12 / I -, "4"- �, / _L��,�,��- � ,,_� , I �,_ I I , _ k_,?_"e� � - I I �� - � 4 / , /0 , _��_ - I'll 1- I I - i I � , /w, k , _�t - - _­ _,�T­ -- " � X,,�?, ­/ I 11 I - ---- __ ____-_­___ i _6� I I 09� / , '511, ", I 11 ,� -7-1 C�_ 7- ,__"_��__��,_,_.r� I-- I , , ­_ - 11 � - , 11 - 1; �/ ­ - - I k I __ -1-11.1--, -C403 PRIOR TO I �, I -1 -- I f V , , � �, I --11-11-111- 0 / I l' -&r , l, , i.,/ � , ,--/ I �� 'A � �f� � , � ; :, b 4�, 1 1�' � I r -i-- /__1 ! ; - 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PER SHEET C401 \ / 11. � ll"g,"I'l- I ��.� -, � - 0 (t�,�_,z - -- 11-1 ,,� � ,�­ ��z ,�, i j � ; . �, 11 , "I I � i , I ,�_', , �. / �__/e,,_ ll i�­ , is �, � 1, I 1, / �l I I � , , ---r_)"- 11 11 I , , N1w1iiw-; .4 11 I , \ , � � 1-11-111--, "-'--,,_,,,__,,,__111_111, / COMMENCING DEMOLITION. z ,,Vl "� k, " -n,-- � A,�� Q , -, I , 1� I . / I 1, - / , ", ,�., ,V - , _/�_ 11 - � " I I ­ I I \ l--,,__ I -, , ­ _'l -I'll ... ^, - �, , __,,, _,�_,,�_,­, -1"---,\, ", ­�\___� - _1�1_­__-__� "'\_.,_, `�_� I I " / / 1� � 1, I Z-- I'll , 1 'I', � ) "/ � "I \ , I .... .... /'11.1_�__1_"'__",__ - , /,--- ___fl�� ,/_�, ll I I 11 � I , \ ... , - _­ � �, , 1, " , / (" I / ,_ .. .... �, 11 11 1, , ,A, - / " / l, � __ 'RIz , "_ �, l, -I ,- ,- - .... / - 1: I \ < � I vV000ED A _� , ��', , " i 11 -111- r�1111P GPASS 11 PROPER DRAINAGE IN DEMOLITION AREAS. V) � � __ , 11 I - " 5. MAINTAIN I , , I . I / I,, ,­,�`,�,�` "I % " , _P�\ ll / z � , i , 'I---- " I/ , 1, , \11 . I Zlv 4 , 1, , Z�L , I t - , - I � . , ", ,�, ',-4=--,I0 " , ; / � '­ / I M / I /­ ­- 11 �, __ I I/ ,V \ , V) I _--__I'�' � 1"11_1 , , � / - , 011 I , I I " �, � / I 1� " - / i% I I I � ; i ,:, I - ----- I-- - 'z,� - -___ ..... - , � I ", I " " ,�, � � I I "I , I'll I � ` ? , * , 1, 11 I "I ---,--. -,,-,--" 6. / - 11, , ! / - , � / I'll SAW CUT EXISTING CONC I I _,_ RETE AND ASPHALT SURFACES FOR REMOVAL AS NOTED. , , ll, 11 �, ... I \ \11� f � 11 1� " I / _,__-,,,, C - , I " ` - , - � I I I I ,�� ;;�, _____.,__ ! , � I , I QL. \ I �, -- / / " �T LIP "', , I --,-,, I \ I ,_ _____ % :� I � I ", I -_ _ I ,�, "-- 11 I 11 " 1, " 1, 11 k �_, � , , .1 I -".. ", ,,��, _________ - - ; I ," 11 11 \ " �, \ TING SITE ENTITIES THAT ARE ... �,K ----", , --- ___�� � i - _____1 I '� , 11 I , , � � � 11 / -_ -"-,- ,� / \ / I 1� ,,__',I'�, -,---- ----_-_-_:,:�,--�__ * 1\ 11 lo i 01 `� I , / � � � , �, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO EXIS 0 - - - l ­", -11, 1, - I - _­ - , � - �� -,, -\ ,______, - -_ ­­ -,-- - � , \ " "" � , \ � I I , I ��,; �- ,,-,_ �� - _ _-, - ll 1� , I I l 11 - 1111- i'�, I"','_ "A � 11 11 � ..... . � ... -, - ------ , ­­_ I �,� � " C14 .1- . A' , '4` , / ,< - � / ,� , ___ * 'l� I ,'.--,, X / , � ,\--,, - 11 - - - I 11-1111-111 I I ­­­ I / //// -11 I I \ 11 TO REMAIN. ;-�-.-,, � __ -_ -, \ , I � �� . .... . ..... ,_______,_7,1'�"_'_, / , I � - " .. I _� - _ , I -- , , "/ - * I , _, I - , , , I ". "t, �_ - 11, 1, - � iii� , 11 ,� -- / \ \ % \ � � I ­ , 5�,/ F, C__ , / - � 11-- I ___ -_ - / I 11 . - , I I � " " I , - F, ;,--,' /�, ,�, I I I __ ','-- ,,-- - - "n , � " \ ik-_�-, � __ , , , I I \ I 11 - , , � 1� - �� XD tM.A, �� I Off I-, __-, , I . , � l I I , _'\� ,,�-__ __� 4�5/11 1, _ � � ','�,',�"" , 8. REMOVAL OR RELOCATION OF ALL EXISTING LANDSCAPING MUST BE COORDINATED WITH OWNER. I -11111-11111, ­_ ',- -X, ­­ �Z__" _____ I" _ _.___,_______ � 11 11 ; , I - - - X / r - 1, � \ I i , � " . " --- - 1� , , _� _ - - " - --- I I n �� , ,z, , 1> -it _" _­ , \ I -1-1 I-- �,_, � I / V , " ,�,`,_,�� ... 7�� �,, ,� " ,,.,,' � *_ '\\ - - , � , R - / -1 ,��', - - -7' __ �Q ',L� \ S"A __ "L-1 __1 / ,, , �_ - � ". I , Ib, - -, - - ­_-, , , / , "",�_ 1� � , -----,- \ , I _-, � ", , 11 I , , / � - - ------ ---- � -- "' -/"'' _/1 --.111 - _1 0 / <1 C�'1111_ I "I" , , I I , - , I _� / , , - ': ,�__� �5 1 X\ � I - \ 11 \ 1, U) ��, ,� / , � /­ ,,, " �, , l� '­ 'l " �, � � 1-1 I `­ � -, , _,X_.,�� /, e __ I-, -_ 1, 1\ 11 I " C'4 " - , ­/,�, ­_­- - " 1, � �, \ , X 11 1'1�, I - - �� - Xz-r- - -1 ­- �, l 1, 1\ ll �, I I 11 11, _n SALVAGE VALUE IS TO , 0 " 1, 1, � ��, , , 'y-- I � ,,�\ 11, i' �, il"', ,/ -1- -1 "y&, " ! I �­l , S I "V__ � � - _ 4 ", / , - - -- � I-, 4'r --ll, , __ _* � - _: t , _111 ;�� � ,�', , ,,�v ,,, ,-, ------- [ , , �: - " 11 /" -- I /I 1, ", ��,�� 4- . . ..... � \\ I 1, , \ I ,� / 0 1 11�t " / , 1'/__,� - - I—_ 11 , I , I ,' , - _71_1(�`k11l'_1 � 11 1, I \,", `\_1 1, "I - / /I �- 1, I 'I', 1__� '--,-.-,,. - I - _'l-', ""I __1 9. CONTRACTOR SHALL CONTACT OWNER REGARDING THE SALVAGE OF EXISTING LANDSCAPE I 11 , I Ilk I II , " " � , , --r IF �M� , _____ � 1 19158 - I \\ 11", -11-1 1_._ - - ,-\, 161 11 �� - 11 � -,, 1- 11 11, I ,�_, , I LJJO�k - ,;�_ 1--, I - 11 �5v "/� I" � 11 � \1 � � �,v 1��6' , I ------ - 11 ,,, "" - 11� 1 '6� -, " 11 '� I " "�, - / � I" " 1, -, _�_ - -1 I BE CONSIDERED WHEN PRICING WORK. , � , � - -, * - I ,,� /�, F I -, , , EMERGE�,�_-�k j "' t�r�,�� Z�[,'Zd - I I ,.,-- - �, / �, �� "j ,�', , ��,�l, , "\ ,l ", "I" - � � \ - / , ­ -11 -­ __1 "_ ,,,, \ -, , "_� -1 _', 11 \ I . , � , ;, ,�, / � -, � � I I / 11 �x � � � . - - � , --- " , - , ___ 11 i - , l � � , I -- ! -\ -��\ - � I / --,,,,__ , , I , I ,-, Ix, ,\ � �, 1, \1 '41 , "I - '� _I�,, I I -1. 101, , � "� I __ �� � ,� I " , , , / ---. � , I " . ...... � " 11-1 -, I 11 � , ^x�, "', I ��, � �11% � , �_ , �,_�� �, ,,, i , \ . / _* - , � I '--- --, S � I ; I " \ �-� � - , 11 � Q) 1�1 I I ! 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ANY DISCREPAN / " " � ,�,,w I - -, I ----,-/ / , � I (D " - , / I N, , ,*I, I " I I CIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL " A / , � 1, �11 I . : -­ � ; --- - 1, i ,,, , \ "ll 4 :"� � � I -1 i " r -V i I .... - ., 11 IE S'2 * RCP=851.31 i � - - 1'�:!�� " I I \, I , _X I, 5 �lw_,, - '� I I / -1 <rl,ll I", ",ll, ,� - - "I I , , X I , / , - , - "I � / � , 'JI -I , , S I \ I , �, . - _'S �q, - , \ \ 1 11 ,/ /I I __ ,­ �% , �, / � V I --- "/�, I , � � � // ./ / � - _­­, ­-- """, 01, � I" _\ / I / , , c wku P("Cl ( I '� 1, , OR REDESIGN , "A ,�< ,,�,, / -­_ '­­ ,-, �, , `\ -, , / _____,.______/ , , 1 1 \ li, i'l � , t �, - - " " HT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY SO THAT CLARIFICATION 11 , 11 ,�, &� 1,�l ,& , j7 "'. _? , ,\ " , � ) , \ " " , l \1 11 f I �, I 1� � __ .I-,- \ �,,'_i A. i I 1_�/' - , 857 , , 11 �) I ,� , _/ �,_ , 1--,l, , � - QL , t . �'Iwlll � 1 ;, ,_ 5 ­­­ ___ ,�, �� .-i _,� "�,`, \ , t',�, \ - T , " , . 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I � I 1 '1� - I ­­­ , ,�, .. . ..... ­ - I , I I - 11� - - ____ � - , � I ; I . I I I � I . � 6,11 I 1 I , , I I ! I I I , I &� �1 k�,___7,�1G__7._1 -, � "�"4, 1, , 1.1 SITE PLAN LEGEND - - - - - I PROPERTY LINE EASEMENT LINE ,/ III _11 - --111111 - ­- - _,_AV___1___ - - - - - - RIGHT-OF-WAY , , - �.._ 0 , SETBACKS I � ,� I i ,-V) ,rpop i - : CONSTRUCTION LIMITS 7 , I #R�k 7��, 0000-,wgn7ML-� _', ­/ 2 5 @ PARKING COUNT _ ...... " SITE WORK GENERAL NOTES AND SPECIFICATIONS I \ I I 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 ,s STARTING "�� ... �,s - STARTING CONSTRUCTION. I I , 2. CONTRACTOR SHALL OBTAIN NECESSARY RIGHT OF WAY PERMIT(S) PRIOR TO STARTING ANY CONSTRUCTION IN THE RIGHT OF WAY. I , I . I I , 11 SHALL 3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR S L DETERMINE AND FIELD VERIFY Lo� ", VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. I I 1 0 oJ, , 5 I I I 0 1 - � � 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY FOR NOTIFICATION AND COORDINATION OF ALL I I , I I CONSTRUCTION WITH RESPECTIVE UTILITY COMPANIES. , , � , I w 3 1 Lq \ , I I I TYP. � LO .11 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL 1, I I (N , v-, , THROUGHOUT THE PROJECT; FAILURE TO DO SO MAY RESULT IN REMOVAL AND REPLACEMENT OF THE I 1 ,VI I I \ DEFECTIVE WORK. IT IS RECOMMENDED THAT THE DEVELOPER HAVE A QUALIFIED INSPECTOR ON THE JOB -. \ I I ) I I SITE AT ALL TIMES DURING CONSTRUCTION. ,6. ALL QUANTITIES GIVEN ON THE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES I \ - I I I I- AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTOR. I I I I I I I \ i 7. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS FINAL RULE � \ 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. '\� , 8 , , I I TYP. I , � 8. EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. I I - 0 I ATm 24 1 1 0 ! I I -____ :IQ 9. IT IS ESSENTIAL THAT THE WORK TO BE COMPLETED IN CONJUNCTION WITH THIS PROJECT SHALL BE I I 11 , I I INSTALLED ACCORDING TO THESE SPECIFICATIONS. THE ENGINEER WILL BE REQUIRED TO CERTIFY TO , I , - , 8 -­­--­-___ -, -, I I 11 CERTAIN PORTIONS OF THIS PROJECT UPON COMPLETION. THEREFORE, IT IS NECESSARY TO OBTAIN -- APPROVAL AND ACCEPTANCE BY THE CITY THAT CONSTRUCTION WAS COMPLETED IN COMPLIANCE WITH ------:.-- TYP. I - I THESE PLANS AND SPECIFICATIONS. / >_ , // 1 _ e 10. LOCATIONS & ELEVATIONS OF "FLOODWAY LIMITS* AND "100 YEAR FLOOD LIMITS" ARE NOT PRESENT. LOT ZJ A , , - - "? P, OWNER/CONTRACTOR TO REFER TO NATIONAL FLOOD HAZARD INSURANCE MAP (F.E.M.A.) TO DETERMINE t6 ��, TY FLOOD HAZARD POTENTIAL PRIOR TO INDIVIDUAL LOT/PROJECT CONSTRUCTION. I I I SITE PLAN NOTES "�'Ty, 'A - >�,.;: L " .. .. I 11 I IALL RADII AND STREET DIMENSIONS SHALL BE MEASURED TO BACK , I I . OF CURB OR FACE OFI INTEGRAL/COMBINED CURB AND WALK. - , : rl. ,t� �- , , ALL PAVEMENT AND/OR BACK OF CURB RADII TO BE FIVE (5) FOOT UNLESS OTHERWISE NOTED. _1 I R3 I I - 2. I I I I I �_0 . 1 3. NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT - I LO I I I I PERMIT. MA I to 0 - Q� 4. A COMPLETE SET OF PLANS APPROVED AND SIGNED BY THE CITY OF CARMEL ENGINEER AND CARMEL I I , UTILITIES SHALL BE MAINTAINED ON THE CONSTRUCTION SITE AT ALL TIMES. 11 I 1, I I 5. ALL WORK IN THE DEDICATED RIGHT-OF-WAY WILL REQUIRE AN APPROVED PERMIT AND A LICENSE AND 11 - I I PERMIT BOND. I I - I - , - 6. DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL BE RESTORED/REPAIRED TO THE SATISFACTION OF THE I I I - CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE - I I RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING I I \ I I , I I - CONDITION OF THE RIGHT-OF-WAY. I , " 7. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT-OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED �INSPECTIONS FOR CERTAIN STATE OF THE WORK AND TO REVIEW AUTHORITY OF THE DEPARTMENT AS IT /' � I 7 I 11 �_ 1 1 RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. I I 4 - 11 I , � I I I I I I 8. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND � I - PLATS FOR EXACT INFORMATION. I I I \,11 / - -4 / ' -��/:� 9. ALL PARKING STALLS SHALL BE 9' X 18'. PARKING STALLS ARE DIMENSIONED TO THE FACE OF CURBS. .= � 0 (22PI 10. ALL PARKING AREAS TO BE CURBED WITH CONCRETE CURB AND GUTTER, STRAIGHT CURB OR COMBINED Z I 11 - i � 11131� WALK AND CURB AS SHOWN. I I --i [� I 11. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION SHALL CONFORM TO APPLICABLE LOCAL STANDARDS. I �_ � -, 12. SEE UTILITY PLAN FOR STORM STRUCTURE LOCATIONS. 11 I I Ln I 13. SEE SHEETS C202 -C205 FOR DETAILS REFERENCED. I I I I 1, * 14. ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY OF CARMEL RIGHT-OF-WAY SHALL CONFORM TO � I THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE r .. .. . DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE -CONSTRUCTION MEETING TO REVIEW THE / � . ." ..'.. A. -.-`,�1 , 'L ' ii Gr/y/l .:. I � . DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS 'A 1. i I � FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES I _ TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. _ , � , 0 i 15. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL " r X - I \1 �' I� � _?; 77-11 BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR I lu{ I REDESIGN MAY OCCUR. -V' . -I- 7. . ,0- '41i n - I I I I - I � >_ 1_1_71 - , 1, �_ I I i?- , zt KEYNOTE LEGEND I , � J_ 'M 26 I -a , , � ... 1, _ �1$ STANDARD ASPHALT PAVEMENT SECTION = O 8HEAVY DUTY ASPHALT PAVEMENT SECTION = 1 <> r1 I I RIGHT OF WAY ASPHALT PAVEMENT SECTION = 18' <�> (REFER TO CITY OF CARMEL DRAWING 10-5) � <�> STRAIGHT CONCRETE CURB - I I/ ­/,A_��_77 � . ,�,-, I CURB AND GUTTER, CONCRETE, TYPE Ill I I <�> (REFER TO CITY OF CARMEL DRAWING 10-15) 1 1 CONCRETE SIDEWALK - . - (REFER TO CITY OF CARMEL DRAWING 10-18) = r1_ 1_11�' r O � ,4 COMBINED WALK AND CURB = I i I, I- � I O 4 � I - I- ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP COMPONENT. - __ ��_ , , 12 1 --- - <�> (REFER TO INDOT DRAWING E604-SWCR-06 AND GRADING PLAN) -­ - ­­ --__� - I t 13 ___1 A�11 - ­­__ - - ___ - � PAVEMENT MARKING- 4 INCH GREEN PAINT " ,11 - , - - < I I ­___ _­­­ - I , �r_71 . .... ..... ,----- ­,", ___',':'­,___ I STOP SIGN ., , <�> ''I - 4 ­­ , I ___ , �__ , ,__n =�,__ . " 7 1, , -7 7 DRIVEWAY WITH DEPRESSED CURB AND GUTTER , , 7 <�> 1=1",1,11111- - I I 1 eil^1 CURB TRANSITION � � __-, - - _ � , I ,ICIA);�!,,� `AN,A t1fi 1-1 10 CURB AND GUTTER, CONCRETE, TYPE 11 (REFER TO SHEET C204) I ... ... -1111, I I I __ -11-1 ­­___.._ "I'll, ­ ---I'll . . . ............ ....... , 1, ` - '. " � , �� , <3> I K, ,I , �I - A ,N,,�R, I,4I ­�`),­'2'66 1A - , GA ,RV , -_111.1I-— 1.11.111.1111, . 1. - ,, `�111 1, ­ ._*1111111117� , I -WHITE , i, �? . . ..... . ... - � PAVEMENT MARKINGS ,) I �11`_, V P I 1� I, I I 1, I I i 11 11 i ! I �1' I I - - , �j - I � i t .1. i1___- ,�� 1 " " I I Y , - 1, �i . 1. 1. 11 (" �i , I , 1, 15 / ,,, I,, 1�4 ,N � k (,� - I I ,­ , , I "') lr- I," �� , 11 , � , , , �' I� 1--l" - I , " � L�_&_�_, . "11,","-,-.�.-4�.",.,�,,l".'11- " '­ I-V - ; I - .1 /-" 1 -11-1 11 1, ,� I , ww � , .... ; - , 11 - , - I ":,�J11[ ..... _111.1..___ _ , � � i 0 �,, I','� 1-1 , ­-­--I'--- � �! " "I, , - , I i I PPIRIJONG `1� I � Il� I � IScale: 0 Scale: I` 40' 1 a" 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE ! /' I I MSKTD & Associates J. Architecture I Engineering j Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com ,0001_4%L 0 rie, I P I R 1q%&0e'1D Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cnpe@dpe.biz I DATE 08-02-2017 � M1. *+ *0 E� CL C: (1) 0 _1_j 0 U) ♦a) = C: (1) C -q L_ cu W.1 -j CO Ja CL Q0C) vt X C: 'ZI. (0 !, 0 Uj -0 t6w - C -.I�-j . . z 0 L_ co L_ Q) 0 Ja .j 7-0 4__ }�C -1-0 � 0) - - 0 M C: Z - .a) 0) C) a) "F = --'e c) E M " rhll� S. < _ o. ,v- C) , PROJECT NO. IDATE 7097 07-12-2017 REV. DATE EIDDBESMWAENTOMMENTS!CO(749R)ED2 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 w SET DESCRIPTION BID SET SHEET TITLE SITE PLAN ,f SHEET NUMBER C2�02 46' BETWEEN EXPANSION JOINTS (MAX.) L PREPARED SUBMADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGGED AND BROOM FINISHED . NO 'PICTURE FRAME' FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6' DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", NTH EXCEPTION OF ACROSS DRIVES RIGHT-OF-WAY NOTE: D RADIUS 30' MAX RADIUS r— z JOINTS SHALL BE CUT C7 (> e CURB-- LN 2 o WITH A JOINTER HAVING A b 0) 71/2- 30' MAX W RADIUS OF 1/4' AND FILLED w o .. : U- W WITH JOINT FILLER. :�7 X •• DINE'° '.. p fr,ri� 12' MIN M CL O I a WIDTH OF WALK OR MAX 6' 0' Z a N O a C.n BETWEEN TRANSVERSE JOINTS � O NOTES: < 46' BETWEEN EXPANSION JOINTS (MAX.) L PREPARED SUBMADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGGED AND BROOM FINISHED . NO 'PICTURE FRAME' FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6' DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", NTH EXCEPTION OF ACROSS DRIVES U c Q U C3 a_ O w Q m m 0 66 0 N CV D U) Q 6) N .n W V) DEPRESSED CURB AND GUTTER (REFER TO STANDARD DRAWING 10-23) Z RIGHT-OF-WAY MEASURED AT PROPERTY UNE D RADIUS 30' MAX RADIUS r— 90' C7 (> e CURB-- LN GUTTER -- m 0) 71/2- 30' MAX O MEASURED AT PROPERTY LINE D r .. : C7 �CONCR& ; •' �;. :�7 CV •• DINE'° '.. p fr,ri� 12' MIN M C� D I"1, 30' RADIUS ;; ; • :. CURB PER CITY ORDINANCE Z g 26 17 19 19 26 26 K 17 G a C.n —--�— — —�— — a � O NOTES: < z _- U 0 IV 30' MAX 30' � K U CURB & GUTTER RADIUS DEPRESSED CURB RADIUS CURB & GUTTER o PER DETAIL 10-23 C O 00 COMMERCIAL DRI VEWA YS NO SCALE PARKWA Y ARTERIAL NOTES: Q L0 USE FOR DRIVES WITH ALL CURB TYPES EXCEPT ROLL CURB CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE MINIMUM OF B' CONCRETE, 6" COMPACTED AGGREGATE, NO. 53 AND REINFORCED C)--1 AS NEEDED BASED ON TRAFFIC EXPECTED TO ACCESS SITE - _ CD D Z ANY EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. U PROVIDE 30' RADIUS REGARDLESS OF SIDEWALK/PATH LOCATION fV 7 PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) CD CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. U c Q U C3 a_ O w Q m m 0 66 0 N CV D U) Q 6) N .n W V) DEPRESSED CURB AND GUTTER (REFER TO STANDARD DRAWING 10-23) Z RIGHT-OF-WAY CURB PER DETAILS: 10-13 THROUGH 10-17 AND 10-23 D r— EXISTING PAVEMENT TO BE SAWCUT C-) AND CLEAN OF DEBRIS AND LOOSE ASPHALT BEFORE INSTALLING CURB 0) .�•' Q 10' 8'* 2' 27'* * 2' 14' 2' 27'* * 2' 8'* 10' ' I'• n •• �' CQNtStETE•'•' •' •' N CV p fr,ri� 12' MIN x C� C Ui INSTALLING CURB ADJACENT TO EXISTING PAVEMENT Z g 26 17 19 19 26 26 K 17 G Q } NO SCALE � O NOTES: < 2M _- ?+ INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE K U o o CURE ALL EXPOSED SURFACES M vl Z --I CONTRACTION JOINTS SHAM BE SAWCUT IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D DAMPEN SUBGRADE BEFORE PLACING CONCRETE PARKWA Y ARTERIAL 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 Q L0 O EXISTING UNDERDRAIN AND FILTER FABRIC AND STONE DRAINAGE ENVELOPE SHALL BE PRESERVED ONa Z >' eG)CONCREIE 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 U ^� I..L I CD CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. C) D W 1/2" PREFORMED JOINT FILLER SLOPE TO MATCH ADJACENT CURB - �•.' I�� 4�'••• 1, . .. •CONCRETE*PAVEMENT '• '' :. � . D-71/2' COMPACTED SUBGRADE CONCRETE DRIVE WITH COMBINED DEPRESSED CURB AND GUTTER NO SCALE NOTES: CURING COMPOUND SHALL BE PLACED ON ALL EXPOSED SURFACES, INCLUDING SIDES, WHEN FORMS ARE REMOVED. FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. DAMPEN SUBGRADE PRIOR TO PLACING CONCRETE. CONTROL JOINTS SAWCUT EVERY 5' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM WITH PREFORMED EXPANSION JOINT EVERY 50' ALL ROADS FACE OF CURB IS TO BE 7 r, BACK OF CURB 13 r. Ramp Width / w Sioervatk. €x ansitm Joint � $ •+' as peaicsved Bal, -• � sates !- Bev 3 �{'~ CrasSivalR. Mat�irfl9s PacP.Arlan 5t eer, rasIng NOTESt QThe bottant edge of the i smp or setback and top of Cob Shall he !%ash *an the edge of 44terA pavenk"' and gurter it". A tw'ralro space is rwt refired at the tap of the =amp for a oneay direcu" plarow0cular curb amp- Curb ramp, surface shall tw teaase tamed transverse to the runaairall Slope - Sew sUridard Drav,*q E 6(f Sym R 0i fes oosv mope errMSGoa s.. S. Sea !�Yandard Draw" E (f3R SwCR l2, Is and -14fat G emcable Warring Surra: pleoe-w-t, cord ri+atior,, and dewls, ComponvA %W Egaom: (. See Standard Drawhvg E W-CC9]-0t for sidewalk expartsoftlortA 1 Ekyr t- Eley, a 1 s s 33% del #afua Ramp Running FA -pe Length Sethack uv -_..I Etev- 3 1, S.. P,,U, Grade a' Running Slope ^ Adjacent street Ramp u,.= Cmr. &ape `Nldth Setback u, = I Etev ( - Elm, 7.1 s 2.OD% { ctw& SwIpe l Iwm will fill" Ramp Ydadd? Eyer 4 Flevs us pawffient SECTION O -BR -B Sratrac t,�r,qut !tamp Lenglth 5ideweik PartSi9k.lt P g;".,i �, ty.- *ri 's nl -rv�N� Srdewaik. F.waa7tsitrit 3oirtt SECTION A -A LEGEND: Buffer w other Nan WatMadle Surface Q Rartgl I.�... •. Deectab Wa"W'i Surface INDIANA DEPARTMENT OF TRANSPORTATION ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP COMPONENT DETAILS SEPTEMBER 2016 STANDARD DRAWING NO, E 604-SWCR-06 d'tH`� • phft ; 4' fa r Fit:.aakft �i''.'`pin'11-p,+3 tJ3,'lfdi '"� Na 'r`".. oesscras'rAretau.oscNrtnEtrt mmnnrt 10200124 a �d At. CMJCf EeP, Dk'fE NOTES: i 1. DetettaMe wartang surface sNWI consist of txuncatel domes ism sk>a§I tw aligm d in a stere or rapist grad f prh W ime vuwawt donw. w ^� Ramp YYrittt +- « .0 r arc arravea radially ttvev — differ m drarrieter and center-to_cent- w •r w —' "' -�' + '� st .65%ofBase.Diam"' w y tirA:k �ira[tilble w .,, _ Spa(B'ty wlLkin the Aangsr sixxa(oxt. wanting -.- Met a Other r= w w w wp walk ble Sarfam 2. The detactaide VkVT W surface 0*1 be marusaclaxed to ht the rade �; 0 0/0 rg job w « w a Base. Diameter tm'id c -A" shelf not Aker the truncated drone ,tieing beinwers 0- Cfmcrate &•irdrr w +. a- .0 adWcenk pats'65 oolIode of the aauwa bw range. 4 Roadway r^ Y 3. the cietartabo watrHrQ wri ue Stoll c r tra5t 9su#N wrm ildj"A 6 0r 0dk I W 'y surfaces, either light-on-aark or dark -on -light. i. The QxltKst3bie warramg lurfaKs shall axtarcef s esainirnum of 2 ft in the 2.mo, '04Nn 4" Total cluedl rtof pedestrian trate and extend the ttalf Llai i as sl vat link Ramp &Nder Width deteetahle w2.mkrg soiree shall net be paaeed:across a grade dreek. BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER r ? The maximum caarter slope of the gutter or street at the oottorn or �,.� � ifi hen. - 2.4` hiax., the rarttpshail be S.;JQ°i•, +,vrutre rife aittr'.brare di[fierexice lxatzvnthe: t running slope and the axinter ape exceeds i i %, a 2 -ft mirtimu , incl stop should be pmviied at the bottom of the rangs. r -;#used Warning Elements (lyp ) aruowi Sam Mrxturrs ii YP-T , � Where concrete a border M eased tor form", T e cow shah W, ea:h f/ with the Curb ramp toroCEate. 7}t eantrceec brs.d•� sf:aa Tates` Ser" MQfW'Typ,) rot. ex1pew 2 m whin it* onp Width / P, � integral Ctr'b TM ` t wWhere formlN outer thea .,'runt eta* owoer ei used, ore edge �. [ rstrarri: SNIP not encrwb upon thwidth e ramp wi; 6 i R'lntp tF a..ca , _ g a, a a .t a I I € in ,•. ." a s {. a daa a.b .1 s a a r o a s n� • ;a ("Q! •: YAYkMctflYT a,ncvehe Saw TYPICAL RAMP AND BRICK SURFACE CONSTRUCTION DETAIL TRUNCIDE DOMES TV raffia. INDIANA DEPARTMENT OF TRANSPORTATION a b a y i ' k a RA'him „ a -'+4 .` L- -� DETECTABLE WARNING SURFACE DETAILS a • a ., ,p y , • a a6 • a.t •-.'J4, .t . �: -- , nAesR SEPTEMBER 2016 -d'�a%tiaxars, t'�•-a s , • a i c »e«' STANDARD DRAWING NO. E 604-SWCR-14 Gott. mesal se alar or St eeti.t Reinforce the cur�if zIt:eud9111, curb asrteryxred. ,rasa , aaparow from ramp may be n I'th< r, toth lever grip ��¢ -. t xl,-0 'fi t; ea +etir Ft; �i9itlla)hr U�f fi is°2 Y ALTERNATE CURB CONSTRUCTION CHANGE OF GRADE ,>., 11°la {SJ ; � No 'p �slr,Ns• � ixrat�ilrcE to r - iozcln> 24 '4T19t r Prt­'­4"Tet' 0"1101. < ` OkAt. e 1 cKrr-rmimkm raa~t Cn CD z I CD (,Tl ;:a 0 24" . 6 18" _ 3" TOP SOIL 2" RADIUS f ' Y SLOPE 1 /4"/FT. N ..: .•,: 77 M .. CLASS "A" ..:� q. CONCRETE COMPACTED BACKFILL D = 7 1/2' CURB AND GUTTER, CONCRETE, TYPE 111 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' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox WayI 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com 0 ripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@clipe.biz Szi IAP ,offoN X40 vC;11 �Slv col DATE 07-12-2017 RIGHT-OF-WAY 120'-0" PARKWAY ARTERIAL C 0) o Q 10' 8'* 2' 27'* * 2' 14' 2' 27'* * 2' 8'* 10' � N CV 0 C Ui < 26 g 26 17 19 19 26 26 K 17 G Q } � W I� < 2M _- C: K U o Cr 2 TYPICAL SECTION C PARKWA Y ARTERIAL Q o .O LEGEND NO SCALE U U ^� I..L I W <C HMA PAVEMENT 'C', U 0 1.5" - 165#/SYD. HMA SURFACE, TYPE 9.5 mm ON PROJECT NO. 7027 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'C', 19.0 mm ON 'C', < 3.5" - 385#/SYD. HMA BASE, TYPE 25.0 mm ON DATE U 2.5" - 250#/SYD. HMA INTERMEDIATE, TYPE C, OG 19.0 mm ON 3' - 330#/SYD. HMA BASE, TYPE 'C', 25.0 mm ON U WDOT SUBGRADE TREATMENT, TYPE 18 OR 1C Qu UNDERDRAIN - SEE STANDARD DRAWING 10-12 n CURB TYPE II - SEE STANDARD DRAWING 10-14 * NOTES: is CURB TYPE III - SEE STANDARD DRAWING 10-15 6' MIN. TREE LAWN WHEN PRESENT ® SODDING * * CROSS SECTION DIMENSIONS ARE BASED ON © RECREATIONAL PATH '8' CARMEL CLAY COMPREHENSIVE PLAN (C3PLAN) C) 1.5" - 165#/SYD. HMA SURFACE TYPE ON C 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B' ON <C Ln 6' COMPACTED AGGREGATE, NO. 53 ON Zt, O COMPACTED SUBGRADE Q Cn Ramp Width / w Sioervatk. €x ansitm Joint � $ •+' as peaicsved Bal, -• � sates !- Bev 3 �{'~ CrasSivalR. Mat�irfl9s PacP.Arlan 5t eer, rasIng NOTESt QThe bottant edge of the i smp or setback and top of Cob Shall he !%ash *an the edge of 44terA pavenk"' and gurter it". A tw'ralro space is rwt refired at the tap of the =amp for a oneay direcu" plarow0cular curb amp- Curb ramp, surface shall tw teaase tamed transverse to the runaairall Slope - Sew sUridard Drav,*q E 6(f Sym R 0i fes oosv mope errMSGoa s.. S. Sea !�Yandard Draw" E (f3R SwCR l2, Is and -14fat G emcable Warring Surra: pleoe-w-t, cord ri+atior,, and dewls, ComponvA %W Egaom: (. See Standard Drawhvg E W-CC9]-0t for sidewalk expartsoftlortA 1 Ekyr t- Eley, a 1 s s 33% del #afua Ramp Running FA -pe Length Sethack uv -_..I Etev- 3 1, S.. P,,U, Grade a' Running Slope ^ Adjacent street Ramp u,.= Cmr. &ape `Nldth Setback u, = I Etev ( - Elm, 7.1 s 2.OD% { ctw& SwIpe l Iwm will fill" Ramp Ydadd? Eyer 4 Flevs us pawffient SECTION O -BR -B Sratrac t,�r,qut !tamp Lenglth 5ideweik PartSi9k.lt P g;".,i �, ty.- *ri 's nl -rv�N� Srdewaik. F.waa7tsitrit 3oirtt SECTION A -A LEGEND: Buffer w other Nan WatMadle Surface Q Rartgl I.�... •. Deectab Wa"W'i Surface INDIANA DEPARTMENT OF TRANSPORTATION ONE-WAY DIRECTIONAL PERPENDICULAR CURB RAMP COMPONENT DETAILS SEPTEMBER 2016 STANDARD DRAWING NO, E 604-SWCR-06 d'tH`� • phft ; 4' fa r Fit:.aakft �i''.'`pin'11-p,+3 tJ3,'lfdi '"� Na 'r`".. oesscras'rAretau.oscNrtnEtrt mmnnrt 10200124 a �d At. CMJCf EeP, Dk'fE NOTES: i 1. DetettaMe wartang surface sNWI consist of txuncatel domes ism sk>a§I tw aligm d in a stere or rapist grad f prh W ime vuwawt donw. w ^� Ramp YYrittt +- « .0 r arc arravea radially ttvev — differ m drarrieter and center-to_cent- w •r w —' "' -�' + '� st .65%ofBase.Diam"' w y tirA:k �ira[tilble w .,, _ Spa(B'ty wlLkin the Aangsr sixxa(oxt. wanting -.- Met a Other r= w w w wp walk ble Sarfam 2. The detactaide VkVT W surface 0*1 be marusaclaxed to ht the rade �; 0 0/0 rg job w « w a Base. Diameter tm'id c -A" shelf not Aker the truncated drone ,tieing beinwers 0- Cfmcrate &•irdrr w +. a- .0 adWcenk pats'65 oolIode of the aauwa bw range. 4 Roadway r^ Y 3. the cietartabo watrHrQ wri ue Stoll c r tra5t 9su#N wrm ildj"A 6 0r 0dk I W 'y surfaces, either light-on-aark or dark -on -light. i. The QxltKst3bie warramg lurfaKs shall axtarcef s esainirnum of 2 ft in the 2.mo, '04Nn 4" Total cluedl rtof pedestrian trate and extend the ttalf Llai i as sl vat link Ramp &Nder Width deteetahle w2.mkrg soiree shall net be paaeed:across a grade dreek. BRICK DETECTABLE WARNING SURFACE WITH CONCRETE BORDER r ? The maximum caarter slope of the gutter or street at the oottorn or �,.� � ifi hen. - 2.4` hiax., the rarttpshail be S.;JQ°i•, +,vrutre rife aittr'.brare di[fierexice lxatzvnthe: t running slope and the axinter ape exceeds i i %, a 2 -ft mirtimu , incl stop should be pmviied at the bottom of the rangs. r -;#used Warning Elements (lyp ) aruowi Sam Mrxturrs ii YP-T , � Where concrete a border M eased tor form", T e cow shah W, ea:h f/ with the Curb ramp toroCEate. 7}t eantrceec brs.d•� sf:aa Tates` Ser" MQfW'Typ,) rot. ex1pew 2 m whin it* onp Width / P, � integral Ctr'b TM ` t wWhere formlN outer thea .,'runt eta* owoer ei used, ore edge �. [ rstrarri: SNIP not encrwb upon thwidth e ramp wi; 6 i R'lntp tF a..ca , _ g a, a a .t a I I € in ,•. ." a s {. a daa a.b .1 s a a r o a s n� • ;a ("Q! •: YAYkMctflYT a,ncvehe Saw TYPICAL RAMP AND BRICK SURFACE CONSTRUCTION DETAIL TRUNCIDE DOMES TV raffia. INDIANA DEPARTMENT OF TRANSPORTATION a b a y i ' k a RA'him „ a -'+4 .` L- -� DETECTABLE WARNING SURFACE DETAILS a • a ., ,p y , • a a6 • a.t •-.'J4, .t . �: -- , nAesR SEPTEMBER 2016 -d'�a%tiaxars, t'�•-a s , • a i c »e«' STANDARD DRAWING NO. E 604-SWCR-14 Gott. mesal se alar or St eeti.t Reinforce the cur�if zIt:eud9111, curb asrteryxred. ,rasa , aaparow from ramp may be n I'th< r, toth lever grip ��¢ -. t xl,-0 'fi t; ea +etir Ft; �i9itlla)hr U�f fi is°2 Y ALTERNATE CURB CONSTRUCTION CHANGE OF GRADE ,>., 11°la {SJ ; � No 'p �slr,Ns• � ixrat�ilrcE to r - iozcln> 24 '4T19t r Prt­'­4"Tet' 0"1101. < ` OkAt. e 1 cKrr-rmimkm raa~t Cn CD z I CD (,Tl ;:a 0 24" . 6 18" _ 3" TOP SOIL 2" RADIUS f ' Y SLOPE 1 /4"/FT. N ..: .•,: 77 M .. CLASS "A" ..:� q. CONCRETE COMPACTED BACKFILL D = 7 1/2' CURB AND GUTTER, CONCRETE, TYPE 111 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' MAXIMUM ON RADII OTHERWISE EVERY 10' MAXIMUM. PREFORMED EXPANSION JOINT EVERY 50' MAXIMUM. NO BACKFILLING OR COMPACTION MAY OCCUR 12' FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS. MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox WayI 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com 0 ripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@clipe.biz Szi IAP ,offoN X40 vC;11 �Slv col DATE 07-12-2017 ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE SITE DETAILS SHEET NUMBER C2�03 r - M M C 0) o N CV C Ui X C 0 W Z C: C .O O o E ^� I..L I <C = U PROJECT NO. 7027 I DATE 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE SITE DETAILS SHEET NUMBER C2�03 r - M U C: Q) Q U 3" TLS'' SOIL- �... Y 10 .. COMPACTED! i3JsCKF1LL ,r » =# 1XTLWIN0i;S € AWMENT "i CLASS »A' CONCRETE m — TRAIGH T CONCRL TE CURB c: NO SCALE NOTES- INTEGRAL C11% IMiTH CONCRETE PAVE)AENT SHALL HE 54IL.AMt SHAPE CURE ALL EX U $L*FAM CONTRACTION JONTS SHALL BE SANED IN GONTINUOUSLY POURED CURDS TO A MIINIMPJN DEPTH OF 1/3" p OAMPEN SAOADF BEFORE PLACIMP, CON04ETE CONTROL JOINTS EVT RY 5 MNIMW1A ON RADII OTHER*ISE EI&RY 10' MHK" NA RA.CKPLUNG OR COMPACTIGN WAY OCCUR 12" FROM Qft ONTIL 5 R&L DAYS HAVE PASSED AFTER PLACING CONCRETE SHALL BE IN ACCORDANCE 411H WDOT STANDARD SPEGFICATIQNS )" RADIUS FILL WITH JOINT SEALANT Y," WIDE, 1" DEPTH d d/4 KEYWAY FORMED BY d/10 FASTENING KEY TO FORM KEYWAY JOINT SAWCUT Y" CONTROL JOINT d/3 CONTROL JOINT JOINT SEALANT BACKER ROD " PREFORMED JOINT FILLER EXPANSION JOINT NOTES 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 5" 4,000 PSI CONCRETE 6" STRAIGHT CURB ,-- DETECTABLE WARNING SURFACE - CURB FLUSH WITH PAVEMENT EDGE OF PVMT `— FACE OF CURB SIDEWALK FLUSH WITH PAVEMENT 6" STRAIGHT CURB r— FACE OF CURB PAVEMENT 6" TOTAL (TWO — 3" LIFTS) v:, sR\ jam`, E4 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)) NM WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP ACCESSIBLE SIDEWALK WITH TRUNCATED DOMES NO SCALE EXISTING CURB TO REMAIN ISOLATION JOINT FINISHED GRADE 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 stt int FLAN T.C. ELEV 1% MIN TOOLED JOINT 6" 1" r L 2% MAX E.P. ELEV 4" a ASPHALT *4 6" PAVEMENT T� I .. ... ►'µuhi _ \ "_ 4" 4,000 PSI FIBER REINFORCED CONCRETE J " 4" COMPACTED AGGREGATE #53 BASE #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 V' SOLID GREEN PAVEMENT STRIPING LINES STAFF PARKING 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 LL— 1.5" HMA SURFACE, 9.5 mm PREPARED SUBGRADE COMPACTED 2" HMA INTERMEDIATE, 19.0 mm PER SPECIFICATIONS 6" TOTAL COMPACTED AGGREGATE #53 BASE (SUBGRADE COMPACTED TO NO LESS (SUBGRADE COMPACTED TO NO LESS THAN THAN 98% OF THE MAXIMUM STANDARD 98% OF THE MAXIMUM STANDARD PROCTOR PROCTOR DRY DENSITY (ASTM D698)) DRY DENSITY (ASTM D698)) STANDARD ASPHALT PAVEMENT SECTION NO SCALE 6" TOTAL COMPACTED AGGREGATE #2 BASE � 3 (SUBGRADE COMPACTED TO NO LESS THAN 98% OF THE MAXIMUM STANDARD PROCTOR _ DRY DENSITY (ASTM D698)) 1" HMA SURFACE, 9.5 mm PREPARED SUBGRADE COMPACTED 4" HMA INTERMEDIATE, 19.0 mm PER SPECIFICATIONS 4" TOTAL COMPACTED AGGREGATE #53 BASE (SUBGRADE COMPACTED TO NO LESS (SUBGRADE COMPACTED TO NO LESS THAN THAN 98% OF THE MAXIMUM STANDARD 98% OF THE MAXIMUM STANDARD PROCTOR PROCTOR DRY DENSITY (ASTM D698)) DRY DENSITY (ASTM D698)) HEAVY DUTY ASPHALT PAVEMENT SECTION NO SCALE (131-1) STOP SIGN REFLECTIVE SHEETING U CHANNEL OR SQUARE POST (2-1/4" X 2-1/4"X 12GA, WALL THICKNESS 30" * STOP w ~ �z � w _a Z * POST TO BE PRE—PAINTED GALVANIZED STEEL �iUj SLOPED SURFACE 4,000 Psi —\ U 1'. C.I.P. CONCRETE �• z 1 1 - `, 4- _1 NOTE: i SIGNS SHALL BE IN ACCORDANCE I WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 12" MIN. DIAMETER STOP SIGN NO SCALE * USE 36"X36" STOP SIGN IF FACE MULTI—LANE APPROACHES MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way ( 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cdpe@cdpe.biz O `4 ON Go N DATE 07-12-2017 M 24» TOP SiK'L •* '=*'' 27RADIUS 3/4" V/ 77 Cw p ," t2.. --� rn ■♦♦^^I^,, V♦ GACTED-Z :� . � CSM ` � Dr5'CKF91 44 C XXX». M s C to 0 CURB AND Get 7'E/?, CONCRE T`, i .K�L ; { X 0 40 SCALE E (a M }, C: . i 0cu MOTES: NTE04L CURB #11H CONCRETE PAVEMENT SHALL BE Sgillkit SHAPE o MCJ CURE ALL EXPOSED SURFACES Cf)NTRACIM JOINTS SHALL BE 5AWIED IN GONINI-a5LY PWREU CORRS TO A MMMNWUM DEPTH OF 1/3" D DAMPEN suBuRA lE BEFORE RACKC Cf -*C ETE U CONTROL ,ANTS EVERY S' MAXIMUM ON RADII OTHEWSE EERY 10' MfAXIMIUM PREFORMED EYPA45ION iJUNT PiERY 50' MAXIMUM NO HACI(FIUJNG OR COMPACTION MAY OCCUR 12` FROM CURS UNTIL 5 FULL DAYS HAVE PASSED AFIER PLACING CONCRETE z .. C: ' SHALL BE I14STALLED IN ACCORDANCE iNITH INiDOT STAUDARD SPECIFICATIONS. i O E CIO Q )" RADIUS FILL WITH JOINT SEALANT Y," WIDE, 1" DEPTH d d/4 KEYWAY FORMED BY d/10 FASTENING KEY TO FORM KEYWAY JOINT SAWCUT Y" CONTROL JOINT d/3 CONTROL JOINT JOINT SEALANT BACKER ROD " PREFORMED JOINT FILLER EXPANSION JOINT NOTES 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 5" 4,000 PSI CONCRETE 6" STRAIGHT CURB ,-- DETECTABLE WARNING SURFACE - CURB FLUSH WITH PAVEMENT EDGE OF PVMT `— FACE OF CURB SIDEWALK FLUSH WITH PAVEMENT 6" STRAIGHT CURB r— FACE OF CURB PAVEMENT 6" TOTAL (TWO — 3" LIFTS) v:, sR\ jam`, E4 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)) NM WHEN INSTALLING CONTRACTOR IS TO ENSURE POSITIVE DRAINAGE FLOW ACROSS RAMP ACCESSIBLE SIDEWALK WITH TRUNCATED DOMES NO SCALE EXISTING CURB TO REMAIN ISOLATION JOINT FINISHED GRADE 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 stt int FLAN T.C. ELEV 1% MIN TOOLED JOINT 6" 1" r L 2% MAX E.P. ELEV 4" a ASPHALT *4 6" PAVEMENT T� I .. ... ►'µuhi _ \ "_ 4" 4,000 PSI FIBER REINFORCED CONCRETE J " 4" COMPACTED AGGREGATE #53 BASE #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 V' SOLID GREEN PAVEMENT STRIPING LINES STAFF PARKING 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 LL— 1.5" HMA SURFACE, 9.5 mm PREPARED SUBGRADE COMPACTED 2" HMA INTERMEDIATE, 19.0 mm PER SPECIFICATIONS 6" TOTAL COMPACTED AGGREGATE #53 BASE (SUBGRADE COMPACTED TO NO LESS (SUBGRADE COMPACTED TO NO LESS THAN THAN 98% OF THE MAXIMUM STANDARD 98% OF THE MAXIMUM STANDARD PROCTOR PROCTOR DRY DENSITY (ASTM D698)) DRY DENSITY (ASTM D698)) STANDARD ASPHALT PAVEMENT SECTION NO SCALE 6" TOTAL COMPACTED AGGREGATE #2 BASE � 3 (SUBGRADE COMPACTED TO NO LESS THAN 98% OF THE MAXIMUM STANDARD PROCTOR _ DRY DENSITY (ASTM D698)) 1" HMA SURFACE, 9.5 mm PREPARED SUBGRADE COMPACTED 4" HMA INTERMEDIATE, 19.0 mm PER SPECIFICATIONS 4" TOTAL COMPACTED AGGREGATE #53 BASE (SUBGRADE COMPACTED TO NO LESS (SUBGRADE COMPACTED TO NO LESS THAN THAN 98% OF THE MAXIMUM STANDARD 98% OF THE MAXIMUM STANDARD PROCTOR PROCTOR DRY DENSITY (ASTM D698)) DRY DENSITY (ASTM D698)) HEAVY DUTY ASPHALT PAVEMENT SECTION NO SCALE (131-1) STOP SIGN REFLECTIVE SHEETING U CHANNEL OR SQUARE POST (2-1/4" X 2-1/4"X 12GA, WALL THICKNESS 30" * STOP w ~ �z � w _a Z * POST TO BE PRE—PAINTED GALVANIZED STEEL �iUj SLOPED SURFACE 4,000 Psi —\ U 1'. C.I.P. CONCRETE �• z 1 1 - `, 4- _1 NOTE: i SIGNS SHALL BE IN ACCORDANCE I WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 12" MIN. DIAMETER STOP SIGN NO SCALE * USE 36"X36" STOP SIGN IF FACE MULTI—LANE APPROACHES MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way ( 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cdpe@cdpe.biz O `4 ON Go N DATE 07-12-2017 SET DESCRIPTION BID SET SHEET TITLE SITE DETAILS SHEET NUMBER C2�04 j` I M CLc- V/ 0_ 0 ■♦♦^^I^,, V♦ W C M s C to 0 X 0 W E (a Z }, C: . i 0cu _ o MCJ U z .. C: i O E CIO Q o. �U PROJECT NO. 7027 I DATE 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE SITE DETAILS SHEET NUMBER C2�04 j` I City of Carmel Right -of -Way Paving Policy . City of Carmel Right -of -Way Paving Policy City of Carmel Right -of -Way Paving Policy City of Carmel Right -of -Way Paving Policy - -- November 2, 2005 November 2, 2005 November 2, 2005 November 2, 2005 K} Under no circumstances shall work subject to the standards established by this 203 of the Standard Specifications. u) Aggregate Base materials shall be in accordance with Section 301.02 of the 1) General policy commence without obtaining approved construction drawings by the City C) Soil Subgrades Standard Specifications. The work subject to the requirements of this policy shall include the production, of Carmel Department of �• iu) The material shall be obtained from a Certified Aggregate Producer in A q i) Subgrades shall be installed on foundations constructed in accordance with haulm delive spreading, finishing, compaction and other work necessary to 2) Foundation Section 2(A) and Section 2(B) of this policy and only the installation of all accordance with Section 917 of the Standard Specifications. � rY, prepare foundations, install aggregate bases and install one or more courses of A) utilities and subsurface drains indicated o� n the approved construction iv} The Aggregate Base material shall be handled and tto, and on, the base, intermediate, or surface hot mix asphalt mixtures within existing or documents to be located under the pavement are completed Trench work site in a manner that minimizes segregation and moisture loss. proposed right-of-way for roadways, auxiliary lanes and asphalt multi -use paths. i) This work shall consist of the construction/preparation of the foundation in backfilling work of these installations shall be in accordance with the City ofB accordafoundations and to accordance with Section 105.03 of the Standard Specifications. Carmel Backfilling sp. v) Aggregate Bases shall be constructed on prepared B) This policy shall be the basis for acceptance of the work by the City. Failure to l Tkfillispecifications. . thicknesses equal or greater tliau those indicated on the approved construction adhere to the requirements of this policy may result in non-acceptance of the work B) Excavation and Embankment ii) The subgrade shall be shaped to the required grade and sections, free from all document& or other remedies outlined in this policy. i) Prior to beginning excavation and operations, all necessary ruts, corrugations, or other irregularities' clearing, bins, scalping and topsoil stripping and subsequent backfilling B} Temperature and Seasonal Limitations C) Workmanship, materials and quality of the work completed shall conform to the g t iii) The subgrade shall be uniformly prepared, compacted and approved in i) The Aggregate Base shall be placed in accordance with the temperature 2006 Standard Specifications of the Indiana Department of Transportation for removed -items within the slope stake limits shall be performed in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Standard Specifications), except where deviations are accordance with Section 201.03 and 201.04 of the Standard Specifications. Specifications. limitations of Section 301.04 of the Standard Specifications - (hereinafter referred to as Sta p )� P friable and deleterious material shall be allowed herein, or variances are granted. All topsoil, vegetation, roots, stumps, u) Frozen material shall not be placed. completely removed within the limits of the slope stakes. iv) Subgrades shall be inspected and approved by the Engineer before any or to November 30 in D) Where the minimum standards of any other governmental agency having aggregate base or hot mix asphalt pavements are constructed. A proofroll shall iii) Aggregate Bases must be placed and pass proof roll pri concurrent jurisdiction exceed these standards, the higher standards shall apply. u) Excavations _ be conducted in accordance with Section 203.26 of the Standard order to allow paving in accordance with Section 4C(iv) of this policy. E) If any plan or other note or specification on the apphigher standards shall apply. roved construction documents (1) After excavation operations, all spongy and yielding material that does not Specifications. Unacceptable areas shall be corrected to the satisfaction of the C} preparation he exceeds the minimum standards of this policy, treadily compact shall be removed from within the slope stake limits and Engineer before any aggregate bake or hot mix asphalt paving operations the resulting void shall be refilled with suitable material and compacted in commence. i) The prepared foundation shall be free from objectionable or foreign materials at the time of placement, Subgra F) Nothing contained herein shall be construed as prohibiting the design and accordance with Section 203 of the Standard Specifications. d construction of improvements meeting higher standards, nor as discouraging v) At the discretion of the Engineer, e that has satisfactorily passed a ii The sub a shall be subject to additional Proof rolls in accordance with overnin bodies for variances for alternatives which can (2) �Y pronounced depressions within the slope stake limits resulting after proofroll, but remains uncovered for a period of 14 calendar days prior to } � petitions to appropriategoverning Section 203.26 of the Standard Specifications just prior to placing the be supported by advances in technology and are approved by other agencies with excavation operations shall be refilled with suitable material and placing stone or is subject to a measurable rain event prior to placing stone, compacted in accordance with Section 203 of the Standard Specifications, shall be subject to additional proof rolls prior to placement of the Aggregate Aggregate Base on the subgrade in accordance with Section 2C(v) of this concurrent jurisdiction. policy. Unacceptable areas shall be corrected to the satisfaction of the �) $ase . G All work shall comply with the requirements of Section 105.03 of the Standard Engineer before any Aggregate Base is placed D) Existing Pavement Specifications. (1) Embankments shall be constructed in accordance with Section 203 of the D} Spreading and Finishing H For the purposes of this policy, where the term Engineer is used in this policy and . Standard Specifications. All spongy and yielding material that does not readily compact shall be i) The Age Base shall be i) Milling of existing pavement surfaces shall be in accordance with Section spread in accordance with Section 301.05 of the. 306.02, 306.03, 306.05, 306.07 and 306.08 of the Standard Specifications. the Standard Specifications, it shall mean: (2) Standard Specifications. i The Carmel City Engineer, staff of the Department of Engineering, other removed from within the slope stake limits prior to embankment 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, operations. ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of personnel employed by the City of Carmel, or authorized agent(s) that may be 304.05 or 305. of the Standard Specifications. the Standard Specifications. retained to represent the City of Carmel. (3) Any pronounced depressions within the slope stake limits resulting after .. clearing, grubbing, scalping and topsoil removal shall be refilled with iii} Prior to opening milled areas to traffic, the milled areas shall be cleaned of all iii} Subsequent paving courses shall be placed over the Aggregate Base within 14 ll) The Hamilton County Highway Engineer, staff of the Hamilton County d compacted in accordance with Section 203 of the calendar days. Aggregate Bases that lay exposed for a period of time greater suitable material ancom Highway Department, other personnel employed by Hamilton County, or material, debris and dust resulting from the operation. ard Specperations. than 14 calendar days or experience a measurable rain event prior to the StandSpecifications to embankment op authorized agent(s) that may be retained to represent Hamilton County iv) Milled areas that remain open to traffic longer than those times stipulated in placement of subsequent paving courses shall be subject to inspection and Highway, depending on the location of the work. (4) Prior to the construction of any embankment, the original ground surface Section 306.05 of the Standard Specifications shall be subject to liquidated acceptance by the Engineer. At the discretion of the Engineer, additional proof I Authority of the Engineer over the work shall be per Section 105.01 of the within the limits of the slope stakes shall be leveled and the upper 6 -inches damages outlined in Section 306.05 of the Standard Specifications. The rolls may be required. shall be compacted in accordance with Section 203 of the Standard Contractor shall be responsible for payment of these liquidated damages. Standard Specifications. Specifications. 4) Asphalt Pavement J) Prior to commencing the work, the Contractor performing the work shall contact 3) Aggregate Bases a re -construction meeting to review the Engineer's (5) Ernbanlmoenrs shall � �P� 1n be well drained and Shall be protected to A) �� the Engineer to schedulep g A) General staff notification requirements, required inspections P�'� �OII• i} This work shall consist of placing one or more courses of base, intermediate, construction requirements, q i} This work shall consist of lacin a com egate on a soil of the work and to review the authority of the Engineer as it (6) Loose depth of each embaaikmeirt lift, final. compacted depth, compaction placing P�� ag� Pref or surface hot mix asphalt (HMA) mixtures on a Prepared foundation in for certain stagessubgrade in accordance with Section 105.03 of the Standard Specifications. e work. method and compaction requirements shall be in accordance with Section accordance with Section 105.03 of the Standard Specifications. relates to th Page 2 of 8 Page 3 of 8 Page 4 of 8 Page 1 of 8 • City of Carmel Right -of -Way Paving Policy City of Carmel Right -of -Way Paving Policy ! City of Cannel Right -of -Way Paving Policy City of Carmel Right -of -Way Paving Policy November 2 2005 November 2, 2005 November 2, 2005 November 2, 2405 ' P vii) Tack Coat material shall be distributed with equipment meeting the i) Joints shall conform to the requirements of Section 401.15 of the Standard expense. ii} HMA base, intermediate, or surface mixtures shall be constructed on prepared ai foundations and m thicknesses equal i greater than those indicated on the requirements of Section 409.03(a) of the Standard Specifications. Specifications. H) If the Contractor fails to comply forthwith with any order made under the a provisions of this subsection, the Engineer will have authority to cause U approved construction documents. C) Weather and Seasonal Limitations F) Compaction the action of the HMA mixtures shall be in accordance unacceptable work to be remedied or removed and replaced; to cause iii) -Niaterials used in P d Specifications. i) HMA courses shall be planed when the ambient temperature and the 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 with Section 401.03 of the Standar pecifiof lite surface on which it is to be placed is 45 F (7 C) or above. Section 409.03{d) of the Standard Specifications immediately after the to become due. iv} Equipment for HMA operations, including but not limited to production, The Engineer shall detemnine the ambient temperature. There shall be no mixture has been spread and finished. Work done contrary to instructions provided by the Engineer shall be considered rtation, laydown, compaction and miseellaneous/ancillary provision for low temperature; compaction allowed by Section 402.16 of the ii) Rollers shall not cause undue displacement, cracking, or shoving. unacceptable and subject to immediate removal and replacement in accordance Q activity shall be in accordance with Section 409 of the Standard Standard Specifications. Specifications. •• on a frozen subgrade.S) Inspections with the instructions provided by the Engineer. cc o Spec u) No mixture shall be placed rn v) Installation of the full pavement section indicated on the approved A) All materials famished and each part or detail of the work will be subject to 6) Acceptance construction documents for the entire area to be paved must be completed in iii) Under no shall HMA mixtures be placed between December 15 inspection per Section 105.10 of the Standard Specifications for the purpose of A) Before acceptance of any phase of construction, the Engineer shall determine if and March 30. ascertaining that the work is in substantial conformance with this policy and the the improvements are in substantial compliance with this policy (except for any CN the same paving season. iv) If a foundation that is to receive one or more courses of base, intermediate, or approved construction documents. variances granted) and the approved construction documents vi) Widening operations shall comply with the following: surface IiMA mixtures is placed and determined to be an approved foundation o B) The Contractor shall notify the Engineer a minimum of 48 -hours in advance of B) The = may, at his sole discretion, accept work that is not in conformance N (1) The outside face of the excavated area shall be left as nearly vertical as the by the City prior to November 30, placement of HMA courses will be allowed 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 N nature of the material will permit and not wider than the outside limits of up to December 15, provided that the ambient and foundation surface C The Contractor shall schedule praofrolls with the Engineer a minimum of 48- years. The Engineer shall establish the extended bonding requirement the widening sermon. complies with the requirements of Section 4C(i) of this policy ) a and the paving contractor pay for the services of a frill time construction hours in advance of such proofrolls. 3 (2) The existing pavement adjacent to the widening area shall be sawcut to a a inspector and who shall sect as an authorized agent of the Engineer. The D} Sampling and testing of materials, equipment ar construction work may be clean edge. • Engineer shall select the construction inspector. required at the expense of the Contractor at the discretion of the Engineer for the L) (3) The subgrade in the widened area shall be compacted in accordance with v) If the ambient and foundation surface temperature complies with the purpose of ascertaining that the work is in substantial conformance with this o policy and the approved construction documents. Sampling and testing shall o- this policy requirements of Section 4C(i) of this policy between April 1 and April 15, D (4) Widening mixtures shall comply with the pavement section indicated on HMA course shall be allowed to be placed on an approved foundation conform to the requirements of the sections of the Standard Specification o the approved construction documents. provided that the paving contractor pay for the services of a full time applicable to the portion of the work to be non-compliant oras directed construction inspector and who shall acct as an authorized agent of the by the Engineer. (5) Compaction of the widening shall be in accordance with Section 304.05 of Engem. The Engineer, shall select the construction inspector. •�, the Standard Specifications. E) Where the Engineer determines that is necessary to confirm compliance with d at the > vii) The Engineer reserves the right to suspend all paving peri expense a f of ntractar. The or average thicknesses of all coursets shall be cored and s must equal or operations � in the 0- B) Preparation opinion of the Engineer; that prevailing weather conditions and/or the 3 exceed the minimum prescribed by the approved construction documents, and no � i) The Aggregate Base shall be subject to additional proof rolls in accordance condition of the Subgrade and/or the Aggregate Base may result in � with Section 203.26 of the Standard Specifications just prior to placing the s�a]istandard HMA placement, spreading and finishinor total thickness from the pavement section indicated on the approved g. single core shall show a deficiency greater Haan one half inch {1/2"} in any course 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 D) Spreading and Finishing construction documents. 0 operations commence. i) HMA courses shall be placed upon an approved foundation or other HMA F) g inspections shall not be construed to relieve the developers' engineers or P v course by means of laydown equipment in accordance with Section 409A3(c) contractors in any way from their obligations and responsibilities under their ii) All displacement or rutting of the Aggregate Base shall be repaired prior to N of the Standard Specifications. contracts. Specifically, inspection by the Engineer, or by retained engineers or U placing HMA mixtures. ii) Segregation or flushing or bleeding of HMA will not be permitted. testing agencies, shall not require them to assume responsibilities for the approved iii'} Milled asphalt surfaces shall be tacked in aceordanere with Section 406 of the Corrective action shall be ti to prevent continuation of these conditions. construction documents, for any misinterpretation of the approved construction LU LU Standard Specifications. Segregated or flushed or bleeding HMA mixtures shall be removed if directed, documents by the contractors during construction, or for the means and methods e of construction, nor for safety on the job site. IV) Asphalt surfaces between courses shall be tacked m accordance with Section iii) All areas showing an excess or deficiency of binder shall be removed and 0 406 of the Standard Specifications. laced. G) Work identified to not meet the requirements of this policy or the approved Scale: o Scale: 1" = N/A N v} Contact surfaces of curbing, gutters, manholes, and other structures shall be construction documents, unacceptable work, whether the result of poor iv) All HMA mixtures that become loose and broken, mixed with dirt, or is in any workmanship, use of defective materials, damage through carelessness, or any tacked in accordance with Section 406 of the Standard Specifications. way defective shall be removed and replaced. o other cause found to exist prior to the final acceptance of the work, shall be " vi) Surfaces on which a mixture is placed shall be free from objectionable or removed immediately and replaced in an acceptable manner at the Contractor's E} Joints foreign materials at the time of placement. comwimyMAW 04 Page 6 of $ Page 7 of 8 Page 8 of 8 an 11-11-M-382-55"-55 FOR CALLS IN INDIANA CALL TOLL FREE 0 Page 5 of 8 MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox WayI 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cdpe@cdpe.biz S1 0 VP Foy oN Not 01 col s�� GIpN DATE 07-12-2017 M (/) .O O C/) _ C4-4 N (n O CL Co X 'tt O W �C0 co Z A.., -0 C:.. p �� co 0 J �� .O .� C:) L = L O E PROJECT NO. I DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE CITY OF CARMEL RIGHT-OF-WAY PAVING POLICY SHEET NUMBER C2-05 r Ci of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy City December 13, 2006 December 13, 2006 December 13, 2006 December 13, 2006 K) Under no circumstances shall work subject to the standards established by this (3) Any pronounced depressions within the slope stake limits resulting after ii) Aggregate Base materials shall be in accordance with Section 301.02 of the 1) General policy commence without obtaining approved construction drawings by the City clearing, grubbing, scalping and topsoil removal shall be refilled with Standard Specifications. A) The work subject to the requirements of this policy shall include the production, of Carmel Department of Engineering. suitable material and compacted in accordance with Section 203 of the iii) The Aggregate Base material shall be obtained from a Certified Aggregate hauling/delivery, excavation for, placing, installation, jointing, curing, finishing, L) At the sole discretion of the Engineer, the portions of this policy related to Standard Specifications prior to embankment operations. other work necessary to prepare foundations and soil subgrades, install Producer in accordance with Section 917 of the Standard Specifications. and oth ry p p inspections and testing of work subject to the requirements of this policy outside 4 Prior to the construction of an embankment the original ground surface aggregate bases and install concrete curbing within property within the corporate p g � q p y () y g gr iv) The Aggregate Base material shall be handled and transported to, and on, the of the right-of-way shall be determined at the pre -construction meeting. within the limits of the slope stakes shall be leveled and the upper 6 -inches work site in a manner that minimizes segregation and moisture loss. limits of the City of Carmel and existing or proposed right-of-way. shall be compacted in accordance with Section 203 of the Standard M) Dimensional and other standards for concrete curb shall be in accordance with the v) Aggregate Bases shall be constructed on approved soil subgrades and to B) This policy shall be the basis for acceptance of the work by the City. Failure to City of Carmel Standard Details. Specifications. thicknesses equal or greater than those indicated on the approved construction adhere to the requirements of this policy may result in non-acceptance of the work N Under no circumstances shall material other than Portland Cement Concrete (5) Embankments shall be shaped to be well drained and shall be protected to documents. or other remedies outlined in this policy. ) prevent erosion. meeting the standards established by this policy be utilized to construct concrete B) Temperature and Seasonal Limitations C) Workmanship, materials and quality of the work completed shall conform to the curbs within the corporate limits of the City of Carmel. (6) Loose depth of each embankment lift, final compacted depth, compaction 2006 Standard Specifications of the Indiana Department of Transportation method and compaction requirements shall be in accordance with Section i) The Aggregate Base shall be placed in accordance with the temperature (hereinafter referred to as Standard Specifications), except where deviations are O) Under no circumstances shall extruded type curb be installed within the corporate 203 of the Standard Specifications. limitations of Section 301.04 of the Standard Specifications. allowed or specified herein, or variances are granted. limits of the City of Carmel. C) Soil Subgrades ii) Frozen material shall not be placed. D) Where the minimum standards of any other governmental agency having 2) Foundation General i) Subgrades shall be installed on foundations constructed in accordance with iii) Aggregate Bases must be placed and pass proof roll prior to November 30 in concurrent jurisdiction exceed these standards, the higher standards shall apply. A Section 2(A) and Section 2(B) of this policy and only after the installation of order to allow paving in accordance with Section 4C(iv) of this policy. E) If any plan or other note or specification on the approved construction documents i) This work shall consist of the construction/preparation of the foundation in all utilities and subsurface drains indicated on the approved construction C) Preparation exceeds the minimum standards of this policy, the higher standards shall apply. accordance with Section 105.03 of the Standard Specifications. documents to be located under the pavement are completed. Trench F) Nothing contained herein shall be construed as prohibiting the design and backfilling work of these installations shall be in accordance with the City of i) The prepared soil subgrade shall be free from objectionable or foreign ii) The foundation shall be prepared in accordance with Section 605.03(a) of the materials at the time of placement. construction of improvements meeting higher standards, nor as discouraging Standard Specifications and the requirements of this policy. Carmel Trench Backfilling specifications. petitions to appropriate governing bodies for variances for alternatives which can ii) The subgrade shall be subject to additional proof rolls in accordance with B Excavation and Embankment ii) The subgrade shall be shaped to the required grade and sections, free from all be supported by advances in technology and are approved by other agencies with ) Section 203.26 of the Standard Specifications just prior to placing the ruts, corrugations, or other irregularities. Aggregate Base on the subgrade in accordance with Section 2C(v) of this concurrent jurisdiction. i) Prior to beginning excavation and embankment operations, all necessary All work shall comply with the requirements of Section 105.03 of the Standard clearing, grubbing, scalping and topsoil stripping and subsequent backfilling iii) The subgrade shall be uniformly prepared, compacted and approved in policy. Unacceptable areas shall be corrected to the satisfaction of the G ) p y q for removed items within the slope stake limits shall be performed in accordance with Sections 207.02, 207.03 and 207.04 of the Standard Engineer before any Aggregate Base is placed. Specifications. accordance with Section 201.03 and 201.04 of the Standard Specifications. Specifications. H) For the purposes of this policy, where the term Engineer is used in this policy and D) Spreading and Finishing All topsoil, vegetation, roots, stumps, friable and deleterious material shall be iv) Subgrades shall be inspected and approved by the Engineer before any i) The Aggregate Base shall be spread in accordance with Section 301.05 of the the Standard Specifications, it shall mean: completely removed within the limits of the slope stakes. aggregate base or concrete curbs are constructed. A proofroll shall be i) The Carmel City Engineer, staff of the Department of Engineering, other ii) Excavations conducted in accordance with Section 203.26 of the Standard Specifications. Standard Specifications. personnel employed by the City of Carmel, or authorized agent(s) that may be Unacceptable areas shall be corrected to the satisfaction of the Engineer ii) The Aggregate Base shall be compacted in accordance with Section 301.06 of retained to represent the City of Carmel. (1) After excavation operations, all spongy and yielding material that does not before the placement of any Aggregate Base or concrete curbing. the Standard Specifications. readily compact shall be removed from within the slope stake limits and v) At the discretion of the Engineer, Subgrade that has satisfactorily passed a iii) Concrete curb shall be placed over the Aggregate Base within 14 calendar ii) The Hamilton County Highway Engineer, staff of the Hamilton County the resulting void shall be refilled with suitable material and compacted in proofroll, but remains uncovered for a period of 14 calendar days prior to days. Aggregate Bases that lay exposed for a period of time greater than 14 Highway Department, other personnel employed by Hamilton County, or accordance with Section 203 of the Standard Specifications. placing Aggregate Base or concrete curbing or is subject to a measurable rain calendar days or experience a measurable rain event prior to the placement of authorized agent(s) that maybe retained to represent Hamilton County p gg J y p (2) Any pronounced depressions within the slope stake limits resulting after event prior to placing Aggregate Base or concrete curbing, shall be subject to concrete curb shall be subject to inspection and acceptance b the Engineer. Highway, depending on the location of the work. p p gg' � � p p y g excavation operations shall be refilled with suitable material and additional proof rolls prior to placement of the Aggregate Base or concrete At the discretion of the Engineer, additional proof rolls may be required. I) Authority of the Engineer over the work shall be per Section 105.01 of the compacted in accordance with Section 203 of the Standard Specifications. curbing. 4) Concrete Curb Standard Specifications. iii) Embankments 3) Aggregate Bases J) Prior to commencing the work, the Contractor performing the work shall contact A) General 1 Embankments shall be constructed in accordance with Section 203 of the the Engineer to schedule a pre -construction meeting to review the Engineer's () A) General i) This work shall consist of placing concrete curbing on prepared soil subgrades construction requirements, staff notification requirements, required inspections Standard Specifications. for certain stages of the work and to review the authority of the Engineer as it i) This work shall consist of placing a compacted Aggregate Base on a prepared or Aggregate Bases in accordance with Section 105.03 of the Standard g y g (2) All spongy and yielding material that does not readily compact shall be soil subgrade in accordance with Section 105.03 of the Standard Specifications. relates to the work. removed from within the slope stake limits prior to embankment Specifications. ii) Concrete curb shall be constructed on prepared soil subgrades or Aggregate operations. Page 1 of 8 Page 2 of 8 Page 3 of 8 Page 4 of 8 City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy City of Carmel Concrete Curb Policy December 13, 2006 December 13, 2006 December 13, 2006 December 13, 2006 Bases to the dimensional standards of the applicable City of Carmel Standard the services of a full time construction inspector and who shall act as an concrete curb. For formed concrete curb, curing compound shall be applied to H) Work identified to not meet the requirements of this policy or the approved Details or in accordance with the curbing details of the approved construction authorized agent of the Engineer. The Engineer shall select the construction all exposed surfaces including sides after any forms are removed. construction documents, unacceptable work, whether the result s poor inspector. workmanship, use of defective materials, damage through carelessness, or any documents. p iii) The concrete curb shall be allowed to cure for a minimum of 5 -days prior to other cause found to exist prior to the final acceptance of the work, shall be iii) Materials used in the production of the concrete for the curbingshall be in v If the ambient and soil subgrade or Aggregate Base surface temperature commencing backfilling operations adjacent to the concrete curbing. ) �'P removed immediately and replaced in an acceptable manner at the Contractor's accordance with Section 605.02 of the Standard Specifications. High early complies with the requirements of Section 4C(i) of this policy between April 1 G) Backfilling expense. strength admixtures may be utilized but shall not be considered in waiving any and April 15, concrete curb shall be allowed to be placed on an approved soil ilized subgrade or Aggregate Base provided that the paving contractor pay for the requirements of this policy. Freeze protection admixtures shall not be utilized i) The spaces adjacent to the concrete curb shall be backfilled in accordance I) If the Contractor fails to comply forthwith with any order made under the under any circumstances. services of a full time construction inspector and who shall act as an with Section 605.04(g) of the Standard Specifications only after the concrete provisions of this subsection, the Engineer will have authority to cause authorized agent of the Engineer. The Engineer shall select the construction curbing is inspected and accepted by the Engineer in accordance with Section unacceptable work to be remedied or removed and replaced; to cause iv) Equipment utilized for concrete curbing installation work, including but not 5 of this policy. limited to production, haulin delive lacing, installation, jointing, curing, inspector. unauthorized work to be removed; and to deduct the costs from any monies due or p g/ ry p to become due. finishing and miscellaneous/ancillary activity shall be in accordance with vi) The Engineer reserves the right to suspend all concrete curb placement ii) Backfilling operations shall be completed prior to opening the area to regular Section 508 of the Standard Specifications. operations if, in the opinion of the Engineer, that prevailing weather construction traffic. J) Work done contrary to instructions provided by the Engineer shall be considered conditions and/or the condition of the Subgrade and/or the Aggregate Base 5) Inspections unacceptable and subject to immediate removal and replacement in accordance v) Concrete production, mixing and hauling/delivery shall be in accordance with may result in substandard concrete curb placement, curing and finishing. with the instructions provided by the Engineer. Section 502.10 of the Standard Specifications. A) All materials furnished and each part or detail of the work will be subject to D) Placement inspection per Section 1Q5.10 of the Standard Specifications for the purpose of 6) Acceptance vi) Installation of the concrete curbing indicated on the approved construction documents shall be completed in the same paving season. i) Concrete curb shall be placed in accordance with Section 502.09, 502.12 and ascertaining that the work is in substantial conformance with this policy and the A) Before acceptance of the concrete curb, the Engineer shall determine if the 605.04(c) and 605.04(d) of the Standard Specifications. approved construction documents. improvements are in substantial compliance with this policy (except for any B) Preparation B The Contractor shall notify the Engineer a minimum of 48 -hours in advance of variances granted) and the approved construction documents. i) The soil subgrade or Aggregate Base shall be subject to additional proof rolls ii) Curb machines may be utilized in accordance with Section 605.04(c) and ) y g 605.04(h) of the Standard Specifications provided that the equipment commencing any work subject to the standards established by this policy. B) The Engineer may, at his sole discretion, accept work that is not in conformance in accordance with Section 203.26 of the Standard Specifications just prior to conforms to the requirements of Section SQ8 of the Standard Specifications. C) The Contractor shall schedule proofrolls with the Engineer a minimum of 48- with this policy provided that the work is bonded for a periodgreater than three placing the HMA courses in accordance with Section 2C(v) and 3D(iii) of this years. The Engineer shall establish the extended bonding requirement. i policy. Unacceptable areas shall be corrected to the satisfaction of the iii) Formwork shall comply with the requirements of Section 605.04(b) of the hours in advance of such proofrolls. Engineer before placement of any concrete curbing. Standard Specifications. D) The Contractor and Engineer will conduct an inspection of the new concrete ii) All displacement or rutting of the soil subgrade or Aggregate Base shall be iv) Forms shall be removed in accordance with Section 502.16 and 605.04(b) of curbing for any damage, including freezing or random cracks. The inspection and s all necessary repairs shall be completed prior to backfilling operations. repaired prior to placing concrete curbing. the Standard Specifications. n E) Joints E) Sampling and testing of materials, equipment or construction work may be d C) Weather anSeasonal Limitations f required at the expense of the Contractor at the discretion of the Engineer for the i) Concrete curbing shall only be placed in accordance with Section 502.11 of i) Joints shall conform to the requirements of Section 503 and 605.04(e) of the purpose of ascertaining that the work is in substantial conformance with this ent operations shall Standard Specifications. policy and the approved construction documents. Sampling and testing shall the Standard Specifications with the exception that placem not begin until the ambient temperature is 50°F and rising. Placement ii) Joints shall be installed at intervals of 10 -feet or less; 5 -foot or less along conform to the requirements of the sections of the Standard Specifications operations shall be discontinued when the ambient temperature is descending radii. Joints in integral curb and sidewalks shall be located at the same applicable to the portion of the work suspected to be non-compliant or as directed and is 50°F or below. At the discretion of the Engineer, concrete may be location as the joints in the adjoining sidewalk. Joints may be sawed or tooled by the Engineer. placed at ambient temperatures less than noted above provided that placement, to a minimum depth of /2_ inch. F) Where the Engineer determines that is necessary to confirm compliance with i jointing, finishing and curing operations conform to Sections 502.11 and 702.11 of the Standard Specifications. iii) Preformed expansion joints shall be placed at intervals of 50 -feet or less, at all standards of quality or thickness, concrete curb shall be cored and tested at the castings, the beginning and end of all curb returns, the end of each days work expense of the Contractor. The average thicknesses of the curb must equal or ii) No mixture shall be placed on a frozen subgrade or Aggregate Base. exceed the minimum prescribed b the roved construction documents. and where abutting existing construction. In addition to these requirements, p Y pp iii) Under no circumstances shall concrete curb be placed between December 15 expansion joints in integral curb and sidewalks shall be located at the same G) Such inspections shall not be construed to relieve the developers' engineers or 3 and March 30. location as the expansion joints in the adjoining sidewalk. contractors in any way from their obligations and responsibilities under their 3 � contracts. Specifically, ins ection b the Engineer, or retained engineers or iv) If a soil subgrade or Aggregate Base over which concrete curb is to placed, is F) Finishing and Curing p y g y g placed and approved by the City prior to November 30, placement of the testing agencies, shall not require them to assume responsibilities for the approved Scale: o Scale: V= N/A i) The concrete curb shall be finished and cured in accordance with Section construction documents, for any misinterpretation of the approved construction concrete curb will be allowed up to December 15, provided that the ambient 502.14, 502.15, 504 and 605.04(f) of the Standard Specifications. documents by the contractors during construction, or for the means and methods and soil subgrade or Aggregate Base surface temperature complies with the Curing compound shall be applied to all exposed surfaces on slip -formed of construction, nor for safety on the job site. requirements of Section 4C(i) of this policy and the paving contractor pay forcau ' F'Na�s �slan� Pae 6 of 8 Page 7 of 8 Page 8 of 8 ''°°°"`' Page 5 of 8 g 0__ FOR CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox WayI 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz Szi lop �pFL pN Not vGo, COX's� � M DATE 07-12-2017 t 'itO Z s 0 .C/) CL X W ■ L co 0. a) � N 4-0 00O C M Nt co .� .co Z c) E rl%-_ L Ir- Ir- 0 Ir -U PROJECT NO. 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P" 857.79 co "___.-.._.__ TC 858.74 ,. / \ \ - L ., =max` ' / EP 858.57 1- \ _ y11 \\ t t,1 :`, �� � 1 :'_`=z' TC` -.858.01 48 .28 art P,.�58.24 /,` TC 857 63 ` -, \` / ` %.t 80 57.58 TC 859.13 _ `, _ tt , /. `., 858. 3 ~ 8.9 EP 858.63 !/ EP,,,857.13 M.E / r ;' 1 - `` i, ,.__._ .., t" t / r TC 858 90 v 1 ,l f , , , .. _ / _ _. _ r .44 /, J 1 k , i11 ;� P 58.40 1 /' %' - i ,� �``._ _. E 8 > _.__ ~ , . f I— „_ ', :��-85,3.44, (�tv ; °° 858.85 g0 TC 858 78 , _, 6 g / ; ' ,, - i 57.83 EP 858.2 11-11-- ., -. ,m T 74 / -"`_. ,. // �_ ' - i'; ST T EP: 858.24 ,// /` _._.__ l` 'z ry 9.0` ( EP 857::3 C X58.80 r:// / / -, . _, \ � TC 858.6 858.06 85 .7 / / - ' _ _ a _ In 857.5$ .. .,_ -a.. �. i ; . ,,' ,� ,:, ., .,, -`... \.`.., _../ "� c -`'i ,ii iu>fyy.. _._,_ 07 ;.r= E:. !!. ;' �/11 I a __._ ao 25.. -.> , .t :t:::__` TC 857:96 EP 10: fl ! / r ... „ ` , ,,„ fir.. ,._= -� '.,ti _ ..Yt-h., -"?s +�.. r�- 11' - $. fid �:. .. _ .&'=5:. EP ! ! ! / „' 1, i' . "" . , ,,. o , ,+. ., ^�- `�\^ f `1� 5 ',. / l _ oo EP4 I` , _ /j N it ,...,, ' , f / ,'' v , _,_ �\. ; r j _. i! :! l Vit`. f.,f', ;i}'�i"€i°"< J , ` . - ` 1� �]., t V3 ,/ ! / l / s , \ i P -85'7:`4 7 � r , . zT 7 � � � �', TC 858.47 E 1r_ i ! p / ,1/ / 1 dip+Pe �, ':Lit€ �,� f lk !% _. _ ` / , -, ', ! , , i r k11," TC 78 ME # 7 6 8 8 G 8 8 t � RE -85 2 I 1, ! ,; NORMAL POOL - 849.30 i , ; ? 4 i 70 r / , , . _ TC -....$3 52 TC 858.39 -- a , r _. - __ �� 2 fs 100 -YEAR ELEV - 853.74 1 1 i I f r. _ _�- _. _ _. 857.02 ` ' p EPP857.838 P 857.89 ,, °i„ ,� ,� " - F, ,r 1 f i �-. �il 57 58 G 85 .65 / r i`. ;' % / f r ` '`r MEG 85 .22 , i' /'/1 f /// /r =/ r '�' °__ MEG 85 TC 856.06 MEG 855.79 � i f f I i EP 855.56 MEG .► ` / �`j f .f ; " i; //' ' ' ,/ f � f 1 i �... _ � __. , TC 856.15 TC 856.00 _,::� 1 f ! .: i / ,t / f ;�) EP 855.50 f f - \ IMEG EP 855.65 MEG MEG .,85.1 .~~ . /` / I �- RE=855.:.„, C _, r " ! f,. " 1 t l u _ _, r , / , ^. �� r1 , _,..,.. / / , 'I A B r ` TC 856.35 MEG 1E / i N i � 856.8 \ �' ; ( ii EP 855.85 / �`, is _. TCt. , t 1 /. r 3 t ,, G 855.9` EiP:.$5 f Y f !1I111 ,_ i, ... l / 1,, , ,"), _ , tL R,,....�' ,ter f I i t,4 t€, f f m _ i't11 11 x 1 r f I ,:-. s F �.. a � \ 'i. , ,________,/ , J/ �_ __._._._..__. _ , i 'rw' E ' , , ,,� _ ? ? 1 r ( ," ': c i# � ,�.i �u€t `iii � w, ¢;\ F 9 ' _': ' ( 1 i t 1, ...f'� it t �.. z' % s :: ;, t sry i , i ' '\.,��__ .-_-._ ., _€} :i.,_.u,r I 11 Ii i I %jj }' , , , i ?E ! ,� iC {`„}"i :,mss ` i i i i i I ' +4 I _._,. _. ,1, -`'' V ,..,.-.,-..,. 1 t, ,, ` , E ,_.......,__. ,t s ;' , , 1 i } ",.,,�/ iz Lbs,;» ;:-".,y)-84Ui.G" , i a";i ,:%I Vic: ._.. ?. e' � iL'� s"si. q 11 IN 3 I z. ,;i . 48 fi zl i I j i l 11 : ii: iV .. „ ,l:si FCF 'i t\ i I, i' I I .i Ei,, ., # ii ?" I S11 11 I ,X I{ 11 1 , i x 11 (� N11 j s' i It S. >f ` , „ _„ l t i� E ____ . , `` 7 1 .. --- -- ,} t ii .i ,_"'_--..,;, --��..:.,.:�.„ra.«�w:.�:.�:,, ,: ...._......_.. :m.. ' { i �. , I 1 - _. - ----._ .- .. _...._., m,t% , �..g,., ... - _ I iI2, ;'.#^°'° -. \ iY�".' ,, .- -.�.- ti itr r,,,s L '.�` -r' - f ! i a R V. iti 4 3i I r /. 01;-,8A$1 " i ( 7 1` E i 1 CF 8. 1 / . i i E 1 I / 4 j 1 f '? . E p, f `, r t i / / € _ i....._ fr. ,,✓' 'r I " ^ I It i ~ �c i .. , ,,, 11 _ I/ 11111111" a I ([j9 t S E, , u i � t , I % I I [ / w_ .,_.I ; 1 i i I ?S l I f i - 1, I I it I I 1 J ®EN P Leff C 858.54 P 858.04 C 858.70 P 858.20 C 858.86 P 858.36 L:' 10 r._____MI__ GRADING PLAN LEGEND RAMP ELEVATIONS TABLE -857.7 801 800.00 PROPOSED GRADE PROPOSED 1' CONTOUR 11 LLJ TC 858.28 ELEV.4 m EP 857.78 SWALE 0 1.Ox EP 800.00 PROPOSED EDGE OF PAVEMENT Lz,J -� o o o PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL TC 857.11 0 1.0% PROPOSED SWALE WITH BW 800.0 PROPOSED BOTTOM OF WALL ' ' K LTJ -rE 0 O 7 O SUB -SURFACE DRAIN 856.79 FFE=800.00 FINISHED FLOOR ELEVATION P 856.61 - - - - - - - - - GRADE BREAK LINE y ;win 11 "I, 7:77 - I ` O `\ \ 856.70 C GRADING PLAN NOTES 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY i= 856.68 ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 856.96 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. D 3. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL 856.981 CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. I tt \ , , t, �\l � I , ,, Ili I o , i -e 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL CONSIST RZEKOKI OF ALL TREES WITHIN PAVED AREAS, UTILITY INSTALLATION LIMITS, AND CUT/FILL AREAS. -,,.e�B 7. A GEOTECHNICAL REPORT DATED JANUARY 21, 2003 HAS BEEN PROVIDED FOR THIS PROJECT FOR son REFERENCE. CONTRACTOR TO REVIEW PRIOR TO START OF CONSTRUCTION. Leff C 858.54 P 858.04 C 858.70 P 858.20 C 858.86 P 858.36 L:' 10 r._____MI__ GRADING PLAN LEGEND RAMP ELEVATIONS TABLE -857.7 801 800.00 PROPOSED GRADE PROPOSED 1' CONTOUR 11 LLJ TC 858.28 ELEV.4 m EP 857.78 SWALE 0 1.Ox EP 800.00 PROPOSED EDGE OF PAVEMENT Lz,J -� o o o PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL TC 857.11 0 1.0% PROPOSED SWALE WITH BW 800.0 PROPOSED BOTTOM OF WALL ' ' K LTJ -rE 0 O 7 O SUB -SURFACE DRAIN 856.79 FFE=800.00 FINISHED FLOOR ELEVATION P 856.61 - - - - - - - - - GRADE BREAK LINE y ;win 11 "I, 7:77 - I ` O `\ \ 856.70 C GRADING PLAN NOTES 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY i= 856.68 ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 856.96 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. D 3. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL 856.981 CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. I tt \ , , t, �\l � I , ,, Ili I o , i -e 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL CONSIST Ii/ OF ALL TREES WITHIN PAVED AREAS, UTILITY INSTALLATION LIMITS, AND CUT/FILL AREAS. -,,.e�B 7. A GEOTECHNICAL REPORT DATED JANUARY 21, 2003 HAS BEEN PROVIDED FOR THIS PROJECT FOR `i REFERENCE. CONTRACTOR TO REVIEW PRIOR TO START OF CONSTRUCTION. , j - GRADING PLAN LEGEND RAMP ELEVATIONS TABLE 11, f iz`\ ' ( 801 800.00 PROPOSED GRADE 11 ( PROPOSED 1' CONTOUR I Ill MEG MATCH EXISTING GRADE ELEV.4 PROPOSED 5' CONTOUR TC 800.50 PROPOSED TOP OF CURB '") \,_ SWALE 0 1.Ox EP 800.00 PROPOSED EDGE OF PAVEMENT A -� o o o PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL 856.78 0 1.0% PROPOSED SWALE WITH BW 800.0 PROPOSED BOTTOM OF WALL 856.44 -rE 0 O 7 O SUB -SURFACE DRAIN 856.79 FFE=800.00 FINISHED FLOOR ELEVATION '! i - - - - - - - - - GRADE BREAK LINE � RE=800.00 RIM ELEVATION I ` m m CONSTRUCTION LIMITS fff 856.70 C GRADING PLAN NOTES 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY 856.96 856.68 ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 856.96 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. D 3. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL 856.981 CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. 856.73 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE 857.02 FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS SHALL BE STRIPPED OF TOPSOIL y PRIOR TO PLACEMENT OF FILL. 1 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETED. 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL CONSIST Ii/ OF ALL TREES WITHIN PAVED AREAS, UTILITY INSTALLATION LIMITS, AND CUT/FILL AREAS. -,,.e�B 7. A GEOTECHNICAL REPORT DATED JANUARY 21, 2003 HAS BEEN PROVIDED FOR THIS PROJECT FOR `i REFERENCE. CONTRACTOR TO REVIEW PRIOR TO START OF CONSTRUCTION. x 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL y y u� Elev.7 BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR I REDESIGN MAY OCCUR. �` Ii E I ,; I 9. THE PROPOSED STORM DRAINAGE SYSTEM SHALL BE PRIVATE. FLOODPLAIN NOTES 1. THE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE "X" PER THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 18057CO208G, REVISED NOVEMBER 19, 2014. 2. THE 100 YEAR BASE FLOOD ELEVATION FOR THE SITE AS ILLUSTRATED ON THE FLOOD INSURANCE STUDY (FIS) PLATE NUMBER 115P FOR HAMILTON COUNTY, INDIANA FOR WILLIAMS CREEK 839.0± ROUNDED UP TO THE NEAREST 0.5'. 3. FOR FIRM SEE MAP SHEET C100. PROPOSED DRAINAGE SUMMARY THE SITE CONTAINS A WATERSHED OF 7.84 ACRES ON SITE AND 1.18 ACRES FROM THE WOODED AREA TO THE WEST OF THE SITE. IT IS PART OF LARGER MASTER PLAN THAT ROUTES THROUGH TWO PONDS. IT IS POND. I F THE MOST UPSTREAM OND ALSO THE MOST UPSTREAM BASIN 0 MASTER PLAN RELEASE RATE: 10 YEAR - 10.567 CFS 100 YEAR - 13.683 CFS DETENTION PROVIDED (TOTAL STORAGE) - 22 AC -FT KEYNOTE LEGEND OA < < C> < ADA RAMP WITH ELEVATIONS AS INDICATED ON RAMP ELEVATIONS TABLE. Scale: 0 Scale: I" = ;�40' 1!!!%ie!!%iij s I� „ I w1hd�jpepuuaft W QII 1-_W2_W44 )R CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com 0 I e Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 RAMP ELEVATIONS TABLE y RAMP ELEV.1 ELEV.2 ELEV.3 ELEV.4 ELEV.5 ELEV.6 ELEV.7 A 856.49 856.78 856.75 856.44 856.53 856.79 856.80 B 856.48 856.77 856.75 856.52 856.43 856.79 856.70 C 856.73 856.98 856.96 856.68 856.77 856.96 857.03 D 856.69 856.981 856.96 856.73 856.64 857.02 856.91 Scale: 0 Scale: I" = ;�40' 1!!!%ie!!%iij s I� „ I w1hd�jpepuuaft W QII 1-_W2_W44 )R CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com 0 I e Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 y Ramp .v a Width 4=0 IV u - (1) Elev. 4 .V IV � 4 v .V G , Sidewalk Expansion Jain'1\ 2v v Qtb N . Yalk IM 14, ` Efev.1 y Ja u3 Elev. 5 �, y�,s r�/ / C) ,i. 09 _y v , y X Return Curby� J+ y 0 Ii/ as Required l:l �, -,,.e�B Sidewalk Expansion Joint Elev. 6 y pa J1 14, 14, .I1 *L + y y y u� Elev.7 J ( 2-0 J 3 Setback Length A _M__ -1c' }+ U i "' Elev. 3I Crosswalk Markings z ^, W ' Pedestrian •- N Street,,w i " �s 11 Crossing ^le 0- Scale: 0 Scale: I" = ;�40' 1!!!%ie!!%iij s I� „ I w1hd�jpepuuaft W QII 1-_W2_W44 )R CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com 0 I e Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE GRADING PLAN SHEET NUMBER DATE 08-02-2017 11111111111111111111111111111111 cc 4=0 11111111111111111111111111111 CL (1) 4 .O cn }, (L) C: N N IM 4 CO Ja a r�/ / C) vt X ,.I- 0 W ICU L6 co A-/ O C o J ( 2-0 ._ }+ U 11111111111111111111111111111111 M� z ^, W ' W •- N OQ i " O c) E ^le 0- M � M `V Q _ o. TU PROJECT NO. 7027 I DATE 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE GRADING PLAN SHEET NUMBER U C (15 U O vi O Z V) V) Q L0 N r\ 0 N L m .Q Q. N V) ii c �I 0 cY) U O U L LL.! i� U / 0 0 N / L0 / 0 N / it fijvfit { fr f{ i { { JUtr 859.49r r , t 1= r ir is _. I7. ss E NV 12'A iE WR a `;T 'j 859.19 k ti':. SCF 6 S �3 5 r I1 857.80 QW >c .. tz av5x X f, 81 /r fT 8.40- r; ii �� % EP 5 -90 M.E. 844.79 858.0 858.34 8; 857.72 i 8is 2' ' ! 85 7.88,ks Et. NsV 12' ,? 6e</ 857.70 #F\/ ,- 857.7 _ \ ,% € � . -� `_ - I, TC 57.63 857.13 , 857.28 �/ rl '•` / r )' » r ,:*�'> ,. ni,i>Wzit22"-.. ' l `./ `, • � i ,% ., ,` \ ^,zw. �� ' x z..x:-; f r ' / TC 857.63 f' EP, 857.13 M.E. ` 1 GRADING PLAN LEGEND 801 800.00 PROPOSED GRADE PROPOSED 1 CONTOUR MATCH EXISTING GRADE 1 PROPOSED 5' CONTOUR _. - TC 800.50 PROPOSED TOP OF CURB SALE 0 1.OX EP 800.00 PROPOSED EDGE OF PAVEMENT 0 - - PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL !�. , _� of o o PROPOSED SWALE WITH BW 800.0 PROPOSED BOTTOM OF WALL 855.591/25' S SUB - SURFACE DRAIN _ w 855.79 -'855 29 �s FFE=800.00 FINISHED FLOOR ELEVATION - - - - - - - - - GRADE BREAK LINE 856 -�� ° RE=800.00 RIM ELEVATION CONSTRUCTION LIMITS EP 857 860.3 7 8.99 GRADING PLAN NOTES } 858 860.03 TC 860.2 f TC TC 858':,79 859 TC 859.95 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. Abi 8 9.33 TC 09.01 EP 858.51 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 859 3. RIM ELEVATION RE SHALL INDICATE THE ELEVATION THAT WATER WOULD T FOR TC $9.32 TC ( ) ENTER THE GRATE E 0 ALL t TC 859.26 I EP 58.82 EP CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. EP 858.76 } TC 859.53 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE '! _€ EP 859.03 FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS SHALL BE STRIPPED OF TOPSOIL 00 _€ PRIOR TO PLACEMENT OF FILL. (€ 40 F., ' 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETED. l _ TC 859.3 TC 859.32 P 858.82 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL CONSIST >�43 � ' �. � •# EP 858.3 � E '^- "• OF ALL TREES WITHIN PAVED AREAS, UTILITY INSTALLATION LIMITS, AND CUT/FILL AREAS. It=8TC 859.6 5 .24 -- 0% MAX TC 859.35 EP 859.17 85 4 ROSS EP 858.85 7. A GEOTECHNICAL REPORT DATED JANUARY 21, 2003 HAS BEEN PROVIDED FOR THIS PROJECT FOR LOPE 7 7A REFERENCE. CONTRACTOR TO REVIEW PRIOR TO START OF CONSTRUCTION. ___._-..�.., 8.28 R -858.28 Sr is is 15 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL TC 859.4 . BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR TC 859.46 TC 859 36 EP 858.97 REDESIGN MAY OCCUR. >; 859.45 EP 858.96 EP 858: g. THE PROPOSED STORM DRAINAGE SYSTEM SHALL BE PRIVATE. ,_ .. 7 TC 859. 4 r ,. ,..... ....... _ EE -857.99 C859.07 c Ev1�4 S K Y � E ELEV.2 TC y Jf U y A t �fs, 856.75 856.44 856,53 856.79 856.80 B 856.48 -1 856.75 856.52 856.43 % &. 856.70 r �:. 856.73 Ir 856.96 t 1 856.77 ;a i D 856.691 856.981 856.961 856.73 R 857.02 856.91 ,2- n *l , 1 / „ it fijvfit { fr f{ i { { JUtr 859.49r r , t 1= r ir is _. I7. ss E NV 12'A iE WR a `;T 'j 859.19 k ti':. SCF 6 S �3 5 r I1 857.80 QW >c .. tz av5x X f, 81 /r fT 8.40- r; ii �� % EP 5 -90 M.E. 844.79 858.0 858.34 8; 857.72 i 8is 2' ' ! 85 7.88,ks Et. NsV 12' ,? 6e</ 857.70 #F\/ ,- 857.7 _ \ ,% € � . -� `_ - I, TC 57.63 857.13 , 857.28 �/ rl '•` / r )' » r ,:*�'> ,. ni,i>Wzit22"-.. ' l `./ `, • � i ,% ., ,` \ ^,zw. �� ' x z..x:-; f r ' / TC 857.63 f' EP, 857.13 M.E. ` 1 GRADING PLAN LEGEND 801 800.00 PROPOSED GRADE PROPOSED 1 CONTOUR MATCH EXISTING GRADE 1 PROPOSED 5' CONTOUR _. - TC 800.50 PROPOSED TOP OF CURB SALE 0 1.OX EP 800.00 PROPOSED EDGE OF PAVEMENT 0 - - PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL !�. , _� of o o PROPOSED SWALE WITH BW 800.0 PROPOSED BOTTOM OF WALL 855.591/25' S SUB - SURFACE DRAIN _ w 855.79 -'855 29 �s FFE=800.00 FINISHED FLOOR ELEVATION - - - - - - - - - GRADE BREAK LINE 856 -�� ° RE=800.00 RIM ELEVATION CONSTRUCTION LIMITS EP 857 860.3 7 8.99 GRADING PLAN NOTES } 858 860.03 TC 860.2 f TC TC 858':,79 859 TC 859.95 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. Abi 8 9.33 TC 09.01 EP 858.51 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 859 3. RIM ELEVATION RE SHALL INDICATE THE ELEVATION THAT WATER WOULD T FOR TC $9.32 TC ( ) ENTER THE GRATE E 0 ALL t TC 859.26 I EP 58.82 EP CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. EP 858.76 } TC 859.53 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE '! _€ EP 859.03 FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS SHALL BE STRIPPED OF TOPSOIL 00 _€ PRIOR TO PLACEMENT OF FILL. (€ 40 F., ' 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETED. l _ TC 859.3 TC 859.32 P 858.82 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL CONSIST >�43 � ' �. � •# EP 858.3 � E '^- "• OF ALL TREES WITHIN PAVED AREAS, UTILITY INSTALLATION LIMITS, AND CUT/FILL AREAS. It=8TC 859.6 5 .24 -- 0% MAX TC 859.35 EP 859.17 85 4 ROSS EP 858.85 7. A GEOTECHNICAL REPORT DATED JANUARY 21, 2003 HAS BEEN PROVIDED FOR THIS PROJECT FOR LOPE 7 7A REFERENCE. CONTRACTOR TO REVIEW PRIOR TO START OF CONSTRUCTION. ___._-..�.., 8.28 R -858.28 Sr is is 15 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL TC 859.4 . BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR TC 859.46 TC 859 36 EP 858.97 REDESIGN MAY OCCUR. >; 859.45 EP 858.96 EP 858: g. THE PROPOSED STORM DRAINAGE SYSTEM SHALL BE PRIVATE. ,_ .. 7 TC 859. 4 r f`tIE oti i6�' NORMAL POOL - 849.30i is ' t r 100 -YEAR ELEV - 853.74 ,1 r� c€� f f , r :S I / r` f / r 6 EE -857.99 C859.07 c Ev1�4 S K Y � E ELEV.2 TC y Jf U y A t �fs, 856.75 856.44 856,53 856.79 856.80 B 856.48 856.77 856.75 856.52 856.43 856.79 856.70 r �:. 856.73 856.98 856.96 t 1 856.77 ;a i D 856.691 856.981 856.961 856.73 R 857.02 856.91 r 1 ,; e ; t. f f d p' I r f i 1 r Al r f`tIE oti i6�' NORMAL POOL - 849.30i is ' t r 100 -YEAR ELEV - 853.74 ,1 r� c€� f f , r :S I / r` f / I EP ITC 858.85 IEP 858.351 n2.0%MAX ETC0 857.99 -} 6 EE -857.99 C859.07 Ti P 858.57 EI ELEV.2 TC y EP U y A 856.49 856.78 856.75 856.44 856,53 856.79 856.80 B 856.48 856.77 856.75 856.52 856.43 856.79 856.70 r �:. 856.73 856.98 856.96 856.68 856.77 856.96 857.03 D 856.691 856.981 856.961 856.73 R 857.02 856.91 I EP ITC 858.85 IEP 858.351 n2.0%MAX ETC0 857.99 -} 6 EE -857.99 C859.07 Ti P 858.57 EI ELEV.2 TC y EP U y A )6A =857.9 E44flh 2.0% MAX 705 ROSS RE=85 .54 5A i 4 �15 SLOPE RE 857.40 �� ST 1S 0 C 88.51 857.54 857.40 EP 858.01 TC 858'. 0 j TC 8 8.06 C858.82 EP 85 0 1r EP 8 7.56P 858.32 TC 8 882 EP 58 32 TC 8 8.44 TC 58.60 EP 7.94 EP 858;10 95 TC 888.54 C 858.6 EP 8.04 EP 8,58.1 ai 1 f �fE 1p IF V 1 FLOODPLAIN NOTES 1. THE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE "X" PER THE FLOOD INSURANCE RATE MAP 4 (FIRM), COMMUNITY PANEL NO. 18057CO208G, REVISED NOVEMBER 19, 2014. 2. THE 100 YEAR BASE FLOOD ELEVATION FOR THE SITE AS ILLUSTRATED ON THE FLOOD INSURANCE STUDY (FIS) PLATE NUMBER 115P FOR HAMILTON COUNTY, INDIANA FOR WILLIAMS CREEK 839.0± { < ROUNDED UP TO THE NEAREST 0.5'. t A 3. FOR FIRM SEE MAP SHEET C100. PROPOSED DRAINAGE SUMMARY THE SITE CONTAINS A WATERSHED OF 7.84 ACRES ON SITE AND 1.18 ACRES FROM THE WOODED AREA TO THE WEST OF THE SITE. IT IS PART OF LARGER MASTER PLAN THAT ROUTES THROUGH TWO PONDS. IT IS ALSO THE MOST UPSTREAM BASIN OF THE MOST UPSTREAM POND. T MASTER PLAN RELEASE RATE: 10 YEAR - 10.567 CFS 100 YEAR - 13.683 CFS 1S -- DETENTION PROVIDED (TOTAL STORAGE) - 22 AC -FT TC 858 KEYNOTE LEGEND EP 85 OA OB OC OD ADA RAMP WITH ELEVATIONS AS INDICATED ON RAMP ELEVATIONS TABLE. i P 858.08 TC 58.64 TC{ 58.15 • •E 8 7.65 ` r % MAX, EP 58.14 r _ OSS TC 8 9.05 ' EP 85 .5 SL `�.. PE 9.2 �' C. 858.19N 857.28 r"I 858.6 P`` 57.69 , _ _ ER>.'$ 8.7 15 857.0 is 858.29 E 857.79 704A TC ;858.60 j 00 858.10 RE=857.08r EP ;858.10 EP»` 7.60 // TC 858.73 TC 8 .26 _. TC ,858.29 " TC .858.01 04 8 .28 3 EP5$ 803 . EP 857 ._.. .- 57.58857.79 a , , , 1 858.85 TC 857.83 ,, ' 9.0 sr 857 7 EP 85 3 w.,. � ,.,....,., 857.5 TC ark 25 P lq T 7. 6 C 9 ra r ` MEG 85 .22 TC MEG 85 EP 855 __.. , N €. iE NE 12" Rif°=5>? 86 1- , r (- , / s r j i' yy I r Y,. .4 1 I- {0 M21 ,^ if t tf ..,. is if, 48' R r 84",,25i - { i 1 X €' 73 00 i i � 1> r <„ f 3 i 1 #Isr t _ _ PF > tq� 1# (' .. s 857 A%11 YB Ramp y Width y y y Sidewalk Expansion n la"nyt.-�EI v, 4 ` z� ya. V.Y c3• S,dewafk -v `E' B u3 - Elev. 5 y Return Curb 4, e o y B as Required 30 y t� Sidewalk Expansion Joint Elev. 6 Qa J, 41 4, 4, 4, ,4, t o1 ue w Elev. 7 3 Setback Length Elev. 3 � =. Pedestrian Crosswalk Markings ' Street r Crossing Scale: 0 Scale: 1" = 40' (Wilbatmimilft an 1-80o-382-.wo FOR CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com '0009ofthL • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 'J. 0 0 (/) .O }, 0 U) a� C: N co C r�+ /n c) 0 W to " . z }+C:i O c 0 i J }0 C Al C: z .. V! O C) L = O E L ICU M Q = 0. �U PROJECT NO. I DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE GRADING PLAN SHEET NUMBER C3-02 RAMP ELEVATIONS TABLE RAMP ELEV.1 ELEV.2 ELEV.3 ELEV.4 ELEV.5 ELEV.6 ELEV.7 A 856.49 856.78 856.75 856.44 856,53 856.79 856.80 B 856.48 856.77 856.75 856.52 856.43 856.79 856.70 C 856.73 856.98 856.96 856.68 856.77 856.96 857.03 D 856.691 856.981 856.961 856.73 856.641 857.02 856.91 Ramp y Width y y y Sidewalk Expansion n la"nyt.-�EI v, 4 ` z� ya. V.Y c3• S,dewafk -v `E' B u3 - Elev. 5 y Return Curb 4, e o y B as Required 30 y t� Sidewalk Expansion Joint Elev. 6 Qa J, 41 4, 4, 4, ,4, t o1 ue w Elev. 7 3 Setback Length Elev. 3 � =. Pedestrian Crosswalk Markings ' Street r Crossing Scale: 0 Scale: 1" = 40' (Wilbatmimilft an 1-80o-382-.wo FOR CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com '0009ofthL • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 'J. 0 0 (/) .O }, 0 U) a� C: N co C r�+ /n c) 0 W to " . z }+C:i O c 0 i J }0 C Al C: z .. V! O C) L = O E L ICU M Q = 0. �U PROJECT NO. I DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE GRADING PLAN SHEET NUMBER C3-02 C) GL U IL vi 0 z z V) V) 0 04 E 7 C O U U Lu I., 7C) 0 U 0 0 0 CN I-, (yLo) (y) 0 C14 I N'W 121" ki, a 1,_ a6 E S; il�' RCNI651121 iE SE T T�8,A89 MN 2' F, C P - 85 4 419 854.59 RU Y9 2' Nw 12, NL 15" Rs,` '85 18' Xm,_'_N ;C NIN W 4 NS j 4000, 4 A HEM L.W11 4f 4000//" 7 ED AREA ............ J 4OrNEN Pt f I, ow FLOOD ROUTING PLAN LEGEND RAMP ELEVATIONS TABLE E7-Ea7-58 Y >e� PROPOSED GRADE ELEV. 2 PROPOSED 1' CONTOUR ELEV. 4 ELEV. 5 MEG MATCH EXISTING GRADE ELEV. 7 PROPOSED 5' CONTOUR TC 800.50 PROPOSED TOP OF CURB EP 800.00 856.49 SWALE 0 1.0% PROPOSED EDGE OF PAVEMENT 856.75 0 0 0- PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL 856.53 0% BW 800.0 PROPOSED BOTTOM OF WALL of 0 1.PROPOSED SWALE WITH - 856.80 0 0 SUB -SURFACE DRAIN t -1I FFE=800.00 FINISHED FLOOR ELEVATION N' - - - - - - - - - GRADE BREAK LINE 856.43 RE=800-00 RIM ELEVATION 856.70 BASIN BOUNDARY ED AREA ............ J 4OrNEN Pt f I, ow 742 1. ,- RE=EO5�/.55 oil FF 7�_ 7C F­IT-F-0�7,rz 0, WOODKI D AMLII _j .............. N L 00 7 A, X 4� . .... .....C100 Po o) 71 V, LO oo Go -703' A Q,,/ 7 00 R E IN, I At 702 7- 25' SIDE_LAI\lU_7""Wft1"" .�858J.28 ist -IS is !BLUE EMER NCY\ CALL S TION �' �a IS i) is Is is 713 706A -RE=857.9 is- is is---e-l-lis fl 62 (S) X Al wl­kv2, FLOOD ROUTING PLAN LEGEND RAMP ELEVATIONS TABLE E7-Ea7-58 Y >e� PROPOSED GRADE ELEV. 2 PROPOSED 1' CONTOUR ELEV. 4 ELEV. 5 MEG MATCH EXISTING GRADE ELEV. 7 PROPOSED 5' CONTOUR TC 800.50 PROPOSED TOP OF CURB EP 800.00 856.49 SWALE 0 1.0% PROPOSED EDGE OF PAVEMENT 856.75 0 0 0- PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL 856.53 0% BW 800.0 PROPOSED BOTTOM OF WALL of 0 1.PROPOSED SWALE WITH - 856.80 0 0 SUB -SURFACE DRAIN 856.48 FFE=800.00 FINISHED FLOOR ELEVATION N' - - - - - - - - - GRADE BREAK LINE 856.43 RE=800-00 RIM ELEVATION 856.70 BASIN BOUNDARY 856.73 CONSTRUCTION LIMITS 856.96 856.68 856.77 1111111111101111� FLOOD ROUTING PATH 857.03 GRADING PLAN NOTES 856.691 856.981 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY 856.731 ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION 857.021 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 3. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL Lij CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. CU 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE z FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS SHALL BE STRIPPED OF TOPSOIL .0 PRIOR TO PLACEMENT OF FILL. • 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETED, o 'k 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN PAVED AREAS, UTILITY INSTALLATION LIMITS, AND CUT/FILL AREAS. 7. A GEOTECHNICAL REPORT DATED JANUARY 21, 2003 HAS BEEN PROVIDED FOR THIS PROJECT FOR REFERENCE. CONTRACTOR TO REVIEW PRIOR TO START OF CONSTRUCTION. 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL C BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR 742 1. ,- RE=EO5�/.55 oil FF 7�_ 7C F­IT-F-0�7,rz 0, WOODKI D AMLII _j .............. N L 00 7 A, X 4� . .... .....C100 Po o) 71 V, LO oo Go -703' A Q,,/ 7 00 R E IN, I At 702 7- 25' SIDE_LAI\lU_7""Wft1"" .�858J.28 ist -IS is !BLUE EMER NCY\ CALL S TION �' �a IS i) is Is is 713 706A -RE=857.9 is- is is---e-l-lis fl 62 (S) X Al wl­kv2, FLOOD ROUTING PLAN LEGEND RAMP ELEVATIONS TABLE E7-Ea7-58 Y >e� PROPOSED GRADE ELEV. 2 PROPOSED 1' CONTOUR ELEV. 4 ELEV. 5 MEG MATCH EXISTING GRADE 0 3" ic I�2 49 177 dl� iE W 49' RCi 48,21 T, N, 4' IE EI J, jIlk, 4, 3 0-461, 00 S, w I" j 1� >LP 8K 8' 1Q, �L 4' �s 17-- _j Ld Lli LLJ cr_ CD Lj Ld W cr_ CD FLOODPLAIN NOTES 1. THE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE "X" PER THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 18057CO208G, REVISED NOVEMBER 19, 2014. 2. THE 100 YEAR BASE FLOOD ELEVATION FOR THE SITE AS ILLUSTRATED ON THE FLOOD INSURANCE STUDY (FIS) PLATE NUMBER 115P FOR HAMILTON COUNTY, INDIANA FOR WILLIAMS CREEK 839.0± ROUNDED UP TO THE NEAREST 0.5'. 3. FOR FIRM SEE MAP SHEET C100. PROPOSED DRAINAGE SUMMARY THE SITE CONTAINS A WATERSHED OF 7.84 ACRES ON SITE AND 1.18 ACRES FROM THE WOODED AREA TO THE WEST OF THE SITE. IT IS PART OF LARGER MASTER PLAN THAT ROUTES THROUGH TWO PONDS. IT IS ALSO THE MOST UPSTREAM BASIN OF THE MOST UPSTREAM POND. MASTER PLAN RELEASE RATE: 10 YEAR 10.567 CFS 100 YEAR 13.683 CFS DETENTION PROVIDED (TOTAL STORAGE) - 22 AC -FT KEYNOTE LEGEND ADA RAMP WITH ELEVATIONS AS INDICATED ON RAMP ELEVATIONS TABLE. FLOOD ROUTING PLAN LEGEND RAMP ELEVATIONS TABLE RAMP >e� PROPOSED GRADE ELEV. 2 PROPOSED 1' CONTOUR ELEV. 4 ELEV. 5 MEG MATCH EXISTING GRADE ELEV. 7 PROPOSED 5' CONTOUR TC 800.50 PROPOSED TOP OF CURB EP 800.00 856.49 SWALE 0 1.0% PROPOSED EDGE OF PAVEMENT 856.75 0 0 0- PROPOSED SWALE TW 800.5 PROPOSED TOP OF WALL 856.53 0% BW 800.0 PROPOSED BOTTOM OF WALL of 0 1.PROPOSED SWALE WITH - 856.80 0 0 SUB -SURFACE DRAIN 856.48 FFE=800.00 FINISHED FLOOR ELEVATION 856.75 - - - - - - - - - GRADE BREAK LINE 856.43 RE=800-00 RIM ELEVATION 856.70 BASIN BOUNDARY 856.73 CONSTRUCTION LIMITS 856.96 856.68 856.77 1111111111101111� FLOOD ROUTING PATH 857.03 GRADING PLAN NOTES 856.691 856.981 1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY 856.731 ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION 857.021 2. ALL GRADES AT BOUNDARY SHALL MEET EXISTING GRADES. 3. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL Lij CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. CU 4. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE z FILL MATERIAL AND COMPACTED PER SPECIFICATIONS. ALL FILL AREAS SHALL BE STRIPPED OF TOPSOIL .0 PRIOR TO PLACEMENT OF FILL. • 5. ANY EXCESS SOIL MATERIAL SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETED, o 'k 6. CONTRACTOR SHALL PRESERVE EXISTING TREES WHEREVER POSSIBLE. CLEARING LIMITS SHALL CONSIST OF ALL TREES WITHIN PAVED AREAS, UTILITY INSTALLATION LIMITS, AND CUT/FILL AREAS. 7. A GEOTECHNICAL REPORT DATED JANUARY 21, 2003 HAS BEEN PROVIDED FOR THIS PROJECT FOR REFERENCE. CONTRACTOR TO REVIEW PRIOR TO START OF CONSTRUCTION. 8. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL C BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. Z 9. THE PROPOSED STORM DRAINAGE SYSTEM SHALL BE PRIVATE. FLOODPLAIN NOTES 1. THE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE "X" PER THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 18057CO208G, REVISED NOVEMBER 19, 2014. 2. THE 100 YEAR BASE FLOOD ELEVATION FOR THE SITE AS ILLUSTRATED ON THE FLOOD INSURANCE STUDY (FIS) PLATE NUMBER 115P FOR HAMILTON COUNTY, INDIANA FOR WILLIAMS CREEK 839.0± ROUNDED UP TO THE NEAREST 0.5'. 3. FOR FIRM SEE MAP SHEET C100. PROPOSED DRAINAGE SUMMARY THE SITE CONTAINS A WATERSHED OF 7.84 ACRES ON SITE AND 1.18 ACRES FROM THE WOODED AREA TO THE WEST OF THE SITE. IT IS PART OF LARGER MASTER PLAN THAT ROUTES THROUGH TWO PONDS. IT IS ALSO THE MOST UPSTREAM BASIN OF THE MOST UPSTREAM POND. MASTER PLAN RELEASE RATE: 10 YEAR 10.567 CFS 100 YEAR 13.683 CFS DETENTION PROVIDED (TOTAL STORAGE) - 22 AC -FT KEYNOTE LEGEND ADA RAMP WITH ELEVATIONS AS INDICATED ON RAMP ELEVATIONS TABLE. Ali RAMP ELEVATIONS TABLE FLOODPLAIN NOTES 1. THE SITE IS LOCATED WITHIN THE FLOOD HAZARD ZONE "X" PER THE FLOOD INSURANCE RATE MAP (FIRM), COMMUNITY PANEL NO. 18057CO208G, REVISED NOVEMBER 19, 2014. 2. THE 100 YEAR BASE FLOOD ELEVATION FOR THE SITE AS ILLUSTRATED ON THE FLOOD INSURANCE STUDY (FIS) PLATE NUMBER 115P FOR HAMILTON COUNTY, INDIANA FOR WILLIAMS CREEK 839.0± ROUNDED UP TO THE NEAREST 0.5'. 3. FOR FIRM SEE MAP SHEET C100. PROPOSED DRAINAGE SUMMARY THE SITE CONTAINS A WATERSHED OF 7.84 ACRES ON SITE AND 1.18 ACRES FROM THE WOODED AREA TO THE WEST OF THE SITE. IT IS PART OF LARGER MASTER PLAN THAT ROUTES THROUGH TWO PONDS. IT IS ALSO THE MOST UPSTREAM BASIN OF THE MOST UPSTREAM POND. MASTER PLAN RELEASE RATE: 10 YEAR 10.567 CFS 100 YEAR 13.683 CFS DETENTION PROVIDED (TOTAL STORAGE) - 22 AC -FT KEYNOTE LEGEND ADA RAMP WITH ELEVATIONS AS INDICATED ON RAMP ELEVATIONS TABLE. Ramp Width 41 Sidewalk Expansion Joint Elev. 4 _77 2 Sidewalk j/ Eleeev. 1 B 113 E[ev. 5 Return Curb y y B 41 as Required Sidewalk Expansion Joint Elev. 6 4- -41 ILI 3 U4 Bev. 7 Setback Length A -M-/ Elev. 3 Crosswalk Markings Pedestrian Street Crossing )R CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way930 North Meridian Fort Wayne, IN 46804 1Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • ri e R Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz 0 DATE 08-02-2017 M RAMP ELEVATIONS TABLE RAMP ELEV. 1 ELEV. 2 ELEV. 3 ELEV. 4 ELEV. 5 ELEV. 6 ELEV. 7 A 856.49 856.78 856.75 856.44 856.53 856.79 856.80 B 856.48 856.77 856.75 856.52 856.43 856.79 856.70 C 856.73 856.98 856.96 856.68 856.77 856.96 857.03 rD -1 856.691 856.981 856.961 856.731 856.641 857.021 856.91 Ramp Width 41 Sidewalk Expansion Joint Elev. 4 _77 2 Sidewalk j/ Eleeev. 1 B 113 E[ev. 5 Return Curb y y B 41 as Required Sidewalk Expansion Joint Elev. 6 4- -41 ILI 3 U4 Bev. 7 Setback Length A -M-/ Elev. 3 Crosswalk Markings Pedestrian Street Crossing )R CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way930 North Meridian Fort Wayne, IN 46804 1Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • ri e R Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz 0 DATE 08-02-2017 ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE FLOOD ROUTING PLAN SHEET NUMBER C3�03 M EL C: 0 U) 4_0 (1) C: 0*4 4-0 Q. U) C) X C: , 0 Lij M CU z -f-i .0 C: • o LO -0 C u Z C: O C) Q E M co < PROJECT NO. 7027 DATE 107-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE FLOOD ROUTING PLAN SHEET NUMBER C3�03 U ^c W a U 0 @ fn w O Z V) D cn IL L0 L0 66 O N ^5^ 0 W a a) Ln 0) 0- 0- CL Q) 0 E _O �) 0 U 0 U - 0) W a 0 U O O O N LO M O 0 9 # F F,'_ VV \ t ..-1111_.. 111.1 _ 1111_ - ... , , �, - ", _,r _ .j .. ,,, .,. ,,,�� ,,. , ..,...... .. jj ' 3 " ___ lE 1111. 1111 .. ..........._ ,. ... („,��, 3 - 1111. 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T'� ,,^; '3 `Y W / W W W W W W W � W W W W W � � � � TION LIMITS ".' ,.,� � �E CONSTRUC 1111 �" 1111,-.. £ !# , II / r I 'I ✓-,' c r K"' # r j f#j i ,j {} # ; €F_-, W '- /� '�„s, C _, b 'ti,�< :> i / $F .".l'�""-.•--"W W W ) W W WN W W W W W W W w W W W W W p, r ( } r-. „ .. .. .. .. . . t i£' } # _ S:e''' �`��`' I w w, W W w w WY+ w w �,L �_w W W W W W W W W w W W�� WETLAND 1 # �� ' €� 4 W W W W Ali i� ; t ( „^-+ } �F-- (.75� -LY w W W w W/ W W W W W W w W W W W W W W w W W 'w W � / g62 /' i' I ( £ # ; -f""• y ta' ,a,. r ,s ~'°/ E w w w W w w W W w ice`' w W w w W W w ';;i<�,,,=, w W W w w W W w ,` / PERMANENT SEEDING WITH { ! {£t F } t"3# \- / / TEMPORARY CONSTRUCTION INGREES/EGRESS j� # # far `i } # } iis, �/J ! o - ry w w w w w G w w w �w w w w w w w w w w w w w w" w w `' /' EROSION CONTROL BLANKET 'ii # �( ; } �; 857 II / , DRIVE. ONCE CONSTRUCTION IS COMPLETE, £ 4 i -£ w <`` ? W`^, W w W W W +/s,. G w w "•1r W w W �, w w w W w W W W w w w W ,l'� W W i { �, 7 I I II N w y ;L, e, L,J CONTRACTOR SHALL REMOVE STONE, RESPREAD {£ £. "'�, W wt\ W w W W `Y W W " w W- W W w W W w w W w w W W w i'r � FII I h t, }' � j1, j 4 858 07 TOPSOIL, AND SEED ENTIRE AREA. `7 1 } 1 , T j // 1 j( q w W w w W w w w w \ w w w W _._ w W w Wz w W ' w \ _ a 59 �lS / j( _. �� 3c rf+�' `- , /"�,r^-� S w ^Y W W W W W W W `Y\ p w W W W W "„W W W w w JT W yd 1 g £j £r fj {t I f £� w �-+Y € 'F,-� {� W w w '_Nw W W w tt w W W �!� W �Y, W w „M W W W W v� W N'N 'Y Wr' w W EROSION ON RO N SEEOR 1 0:. CONTRACTOR STAGING AREA SHALL UTILIZE _ J ! F +}` i G - �. i w W w W W W w w w w w w w b" w W w w v w ds s� w w C w w w w w THE EXISTING ASPHALT AREA. CONTRACTOR { t, I;'>, ' =- s °, LANDSCAPE PLANS FOR FINAL i j; p s^{ f=w w'v w w o w SHALL REPAIR ALL DAMAGED ASPHALT 1 £ , I -,�. ! �Q � , VEGETATIVE COVER jrr 3 ^'`, _ W W W W w \W W VLn W W VVV /` ,f } #€ 1 wyy r C� p W W w 8ayoj _ w w '` I w w w WITHIN THE AREA UPON COMPLETION OF i r ' i! � THE PROJECT AND SHALL MEET THE 1 f=r j ij # " �% --`"' c 1 �_,� � � w p v� w w /'' w w w mit NLOETPROTECTONDROP STANDARDS AS DICTATED ON DETAILS. ', t p I' rr s } JfE ,y�.]Y`" { W -t ., �. '`<,„F�i ' t� \ \\ W w W w W ,{ til / F w w INSERT ( )INLET PROTECTION I rn ;: F rr rj ,f r J ", i `w, ._ / LD \ \ W W W w W w w w i V rf ii 1-1-A � v t ., w w V v w W w w BAG r' s• :w .y i 7 / { ;I si /r° #' 7-u, S S ,., W w y �(I�■ W w w w P W H w w w w INSERT A CU I T (8 G) RB NLE ■ CONCRETE WASHOUT AREA I t zfj j :� Ir {' `Y , Z y ht., W w w w w w PROTECTION WITH CURB FILTER I l t r j 3 t \. y w;, -- Iry` Y,�. , y,: �{1111..,_ ( ri 11 w w w w w w (n tr \ a„'=1 S, ,' Z;' r w W w w W w w yti77� y SECTION RIPRAP , ), x f y CONCR TE END ® INLET PROTECTION IN CITY OF CARMEL j� j" It DETAIL (UPPER AND LOWER INV) ' r; /_ r;.� v w w w w w RIGHT-OF-WAY , I �, _ " v rt ✓ , J 1 f` I tr I` t H W~ 3 t /r W a w W W w w COIR () _ 1111.. LO l; f , f E f w It _. �9 ST Is - - Is I$ " is -� Is l$ t W i j , , „ �., �:. w w 1 r r t r� :f" <; f ; i �j w '-'`�''\`\.`", :?1111 00 w to `:y w w w� r ,, , J, ,, , -. II 1 <-; 3 ui oo *� / 1 I +.tr ,y I W ,. 'S.., ,-Y--, /, ,, .,,,.i W \'\ '"* w W w W W ti r /,.y,. !„!"-1 �-� t._,i. 1 „ ,F �' /- _ ,_ -1- w W :1 W w ,- - , /, , I I ',. ff a: f r -. i�f y t r t { / / v `; w w w w w 1. SEE SHEET C 100 FOR SOILS MAP AND SOIL CHARACTERISTICS. r r tI v ,. 77 ,v =` i �.t,,,;`' ,� �`-� i �Z `1-1 r cp .. r t st „ r .,, , C> ' i i ;� , > ' ,i, z { .'�:..., i /F w '* w ifs w W w. I! r`-`.,,.., x; r % I '1' ' -` i 1 `'. 1 'i \ '' - 2. SEE SHEET C403 FOR EROSION CONTROL DETAILS. , , /� , a :� ,tix I' .k ,, 00 :BLUE EMERGENCY W W W w /�� v a b' s° 1 I 1 H W - • t \..i S\ "'- / �� , : y ' 10 w - W W w ' W w if / ; r CALL STATION ap 3. SEE LANDSCAPE PLANS FOR ADDITIONAL PLANTING DETAILS. ANY MOUNDING NOTED ON LANDSCAPE PLANS 3y " ,j 1111\ w W w 1N:�x w w - ' I �� J` f ` �_ � _ vv SHALL NOT CHANGE THE DRAINAGE PATTERN NOTED ON SHEET C301. f I ;J ? i f' w 1,.,.,i F, #,-, ;� 1111., w W w w `;W W I !" 1 r, r iii t "��r.,.v} w w w w4 w w 1 �`-� I, ` _f #,-..; w W w w w w 1 4. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. L -..,_T p z / / Il / V� \ `i W N 3 W w l W r ,r l ; E} W y 'd ,. P:' y W W '• W W W '. w c� R I TR MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. 1 p r ;; ,- ;; > � t o : • ... � .. ;( � 5. E OS ON CON OL I' f't -•'� ' W W '-" r� t, y ^ ,✓`� 1111, t: k5Y4t 3'` •w e<• ,y w , 'W' '..W r w .y. -.y W 4 r. I 0 � ! w w w t I /' _ t s r j ` ' W 1` 1 w w w i w `i 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES, SCHEDULES, AND / f t i r " /J ;r r,f r /` t ", y\, -r " t,-, fix,„, "' I i r t;/ f" i # W W 41 w SEQUENCES. Jr, / r W y 4 _ ✓ �t ~� w W w f w (.' S Ir `f` e 4�- li 1 ' r, t, 4`' t',Y; �J �; W \_ \...-' � y -1 3j jjj, W im" „ y I F w w w J w 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT CONDITION FROM f` ,' ` fl J j.'� Y ` w ., f t � ' �"�d'- 5, - ati� • t I f ' w W W w w THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF INTERNAL AND PUBLIC ROADS. 3'3 / / l' l 1'' .,?moi �S� `t 1-'' , J \�. ,��; 1111 E _. `:. , # w W W W W jJ, k ,% ; II 1 / f 2j y 8. EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS I LU f n 111.1 / , IS IS IS IS IS i f / ;�' ! w r" (" ccf', $gg W w w j� w IMMEDIATELY AFTER PERIODS OF RAINFALL. j � / - /r ,f ,f / f � W t. < ry � C,.,� __T./ 'r 1. i £ w w i w ' J> ,; ' . ,. W ; 3 y I w w 9. STORMWATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. I # W l/r i f / (y , ti, ..r �jo # 3 w W W ,' N Ii > 'V t,.,3 �.,, ` /` G Y`'}:.^ i #3 w W , w w w 1 / j / /' W r, % _ ' ... ? _i 1 w w w w 10. THE 100 YEAR FLOODPLAIN FLOODWAYS ARE NOT PRESENT ON THIS SITE. /n` li -$ S 1 A f of h }, ,I /' w .' %, ~-; gbh ( I w w '-' �I w W w 11. PRESENCE OF HYDRIC SOILS: CROSBY SILT LOAM AND BROOKSTON SILTY CLAY LOAM. /' \ l �}, „� .-.i/y i'.� ,N� ,f \,. """ir j k 't % - �> # W W! �•-L w w !.'r P f,', f ""'" 'r.,. x i �_,p' - ' �•.ai t;r £ z Q' C,,- h ., , ;/ , 1111 e/`! t iN c;• / 1 „ r: , a it 12. CONTRACTOR SHALL PROVIDE OF CARMEL WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SEQUENCE, y ? W LLy W W INCLUDING START DATES FOR EACH LAND DISTURBING ACTIVITY. /// / `- t w ' , / M `. ' f / i' W ,, w W !' i/ ///`1111\\ ,_\ ^''' 6 \. J' `. w W ` w w r f µ'- w; w'; w w 13. THE ACTUAL PERSON RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTRO i G/�'� /� Z �`� ? i t ",> / i� I ,,„ �< "- `` W w w w w w y • v SHALL BE DETERMINED DURING THE BIDDING PROCESS. THE AWARD WINNING CONTRACTOR SHALL BE 1 ; ; ! 4 _. y (�� ' � � , ,, y s W w w w w + - w w RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. j ! ,\, / * w W w •• ONCE DETERMINED, CRIPE SHALL COORDINATE WITH THE CITY. / , f i/ i . \ '4„/ t: �„- i.7 i v✓ , �_:, rr r Vp�..:. ,,., I ! 3, I E / - . ,- _. i .y W W ''t W w , r / r , , r' h- "� 0 14. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL / j , /,., , .,! 1111 w M 1111 { . -, „'i�r- i ` 'e...; ' # 1} \ WS W J�< W w / / ) - w w w BE BROUGHT TO E ATTENTION OF THE ENGINEER OF RECORD IMMEDIATELY SO THAT CLARIFICATION OR -; TH / i /, - W r 1 kv.>% :.r a ni I W w w �1 �n w w REDESIGN MAY OCCUR. £ w W w w w £,J/ / W ('Wtt <�,--, b Zi ...✓ v f ,r, w t W 'i W W# W W W i ,. t / / � / '" s /r y , . ` i f `S `L ' ~, : i �N ..,,-� / 3 { w w w w w -r� EROSION AND SEDIMENT CONTROL SEQUENCE AND IMPLEMENTATION "> l %% > l/ r..„ / ,. " I . / �� $T I$ I$ I$ IS I$ �-r- IS i w w W W fi;:/ /"/ / //i , `•,,.r 11 � � 1 5� � � , 3 CTION FENCING AND GATES AS ILLUSTRATED. i W W ,' €' - W w w w w w " NS LL } i� r 1 I TA CONSTRU y i. t �,,.».1111•_- .C1,,,.. I1 ,/- S: r w W r , ,t'' _w '{ W W W x 2 + w w Q{ 4 1 A 402 SEE DETAIL ON r �" �" t I I T F I G AS SHOWN ON C 0 ND SH T C403 . ST SHALL BE f 3 - 2. ,STALL S L ENC N EE DU / i \ / /J W w %` `" w N , CALCIUM CHOLORID , VEGETATIVE COVE , SPRAY ON , f/, w 1 i o�'o w w J KEPT TO A MINIMUM BY UTILIZING SPRINKLI G E ) R ( /// i 0 %j _ I ' >1 -1` `' `0 ADHESIVE OR OTHER APPROVED METHODS. / TI / \,'.l '� / V .• i ,r r.; , } i 00 w w w�`_w w w ,, / -� I 5E ,/ v, ?l` / `/ / �' w J {r /� � �� `i A-„= / a; "` / w ';,,w \ w w W 3 `w /� rT `':1111.,-' t ' „a }- s t i..,.,,. �� r- iC, d,;- " f,v..a `1111- to /''�" e / I TIFY TR TI N STAGING CONCRETE WASHOUT AREAS MATERIAL STORAG AND TOPSOIL " / \ `� / W u� IVt w w 3. DEN CONS UC 0 E `w // I # I/ ss Y /'' f "", "'` " """ t "' s'w � i' ,i, `nw ,E,.` ,i, t CKPILE AREAS. EACH AREA SHALL BE PROPERLY PROTECTED AND DELINEATED PRIOR TO j V % /t / //y £ f/' STO / 4 r / / .,.^ _ �;- ' S "„ ,.,- / d w w w w w CONSTRUCTION. W� '/ �/ fq w `-f �..�' j , 'ii" 4't /% v_f ,t;A , _.�'t,,,_,? #+ w w w w w w W w w \v / / W/ W OJ w z^+„ ..,3 .,/� `. W W w w'\ w w ✓ 0 ,v° i i , 4. ONTACT INFORMATION FOR THE PERSON WITH ONSITE RESPONSIBILITIES MUST BE POSTED. i, ' s W w W HE NOI AND C 1111., .� • • -�• r. ^ ? €/ i t i ` .•"'•, y\, << / 1111_\ f y •.W.•' -'w:.. 'W':' w ••.-w: w:. .�. W w •w• W w w W..,,, w w W w ` W w+ °" w w � / / ` `` „ w w w , i i . F- i y t y I 5. IDEM AND CITY OF CARMEL MUST BE NOTIFIED WITHIN 48 HOURS OF COMMENCING CONSTRUCTION. W w / Y' / W W ' °v„1 i z s , J i 1 � ° -.> / `.. .f i •�' ,. _ w W w W. / I ,/ :`.,;" -'' rIr , ! -1 � �;r '\ L , t,.✓ �'-�..,.. � � I, i t ' ry E > } S.w W W W i W W J" w W - / , , t .�r„, �'"=F -, `�'' -~ .:."" � 3�� `� 6. CONTACT INDIANA UNDERGROUND PLANNED PROTECTION SYSTEMS, INC. INDIANA 811" FOR _, 5 *,_ , , - l' / <' . I i w W w wi w - / / i 1 / , i ,f --r\ . ,>? 4,., / r ;/� i „ a 3 BLUE EMERGENCY w UNDERGROUND UTILITY LOCATIONS. (1-800-382-5544). /}/ jt W w ,/ ;' / ` ii z. /'' , „z. >' `'"t, t>% L . I ,k_ '__.__ w 1,,Z , "_.-�' 1111_ -- "'' =,�,-� - �`w' /� �^ ' CALL STATION _ _ _ ._ ! - , , z ,,. r �t W / / / � ' E: / .... 7. M #., i w,.,, i . ! � x_ -K. - ✓ ✓ 'g J 111:1.. \ /...,x . , /"`".. • .: / J w `t. w 1 w W w .E w W / Yf ' ' �-A -j'#/ ; fr __, _� 1111 1111__ ... ,.I, ---I ,u4z �; \k e 7. BEFORE OPENING UP THE SITE FIRST EVALUATE MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED ti / % / frii ;r '. j / }1111 _. �-,.._,��.-„ e,,,f/"" _ :t N i.,. (t5 E .� t gy , / /i,-/ \ "}, ., ., :'� 1. ' , ti xt1 > i { , i >, " ,. w w !' ; E: , ; , ,", -, -_: '';1111 �,,.,, , , -, � > • r ; `1 111. ; £, . _ .., r ! PR I. TLAND OR r 1111 _„ � . /'''SP, o, N , ROOT ZONES, UNIQUE AREAS TO BE ESERVED (E WE S), EXISTING VEGETATION SUITABLE I ,, _/ i y /' /J ' a�� % i'., \., ., "n "...,.3>L._„. ,^ ...__.,.- ,,,,1 f' I ' ".,,,i^1111. / ✓ { ' ' ' J w w w w �'; W -i� W �' I; { „ { 1111 �� ( , - 111.1. 1111_ FOR USE AS FILTER STRIPS (ESPECIALLY IN PERIMETER AREAS). t +, ., 1111, ,: % `. \ ' z „ t+,.,.;' -_' i,G.._ ,", ,,.✓'1111 \__,/',.... ' �,..,,\..,/`^.._..Y...,r _ a. , �S # I' __.......,,..," +3 w w W W %W W _,....,... ..r\ ., .-..."1111,..,1111 / ,%' ", £;, tt, ,- < , �... ,-._✓111.1':^.../, - `..,� ,._. n-,/,..",✓`,. __....__ / ' -/i...✓\._,/_. ✓,. .i'\__n.�/\,..,,` -, r`.,""`'.. j { ,, ` ' ' W W /I ,�. 1, \ 1111., -, ,...,.,r : ,. ,,, f r - _ +1111, \. 1+., / .. ,/ !// n ` ; , ,,, 1111 r` / .: W i / VV,0``', ` r, ARZ: t'' ', } w w w ,, 8. BEGIN MASS EARTHWORK FOR IMPROVEMENTS FOR PRELIMINARY GRADING. SEE "GENERAL SEEDING AND � , ' J , SURFACE STABILIZATION PROCEDURES FOR TEMPORARY SEEDING GUIDELINES ON THIS SHEET. / \ ,rV #\°\ r/ F .. , .x \ ``. ( ,--.r/ E { 't / W w W W ` w J1 ,, / , / \`�i € \ � / i 1R / i• is IS IS IS IS IS w W w w �',w T \, , 1111.__ _, 1111__ _._.,__,._ _ ._„ w 9. HEIGHT OF ABRI ,REMOVE SILT AND REPLACE 1111", „...�, �.. - / • t / 1n W W ,}. W " W'{ IF I T I 1 3 f s---�-" 1111, REPAIR ANY SILT FENCING IF DAMAGED S L S / C / _ .. , `. 1111__ _ - "" 1111, _,.___.__.__ "„ " w .` \ cA TO ORIGINAL CONDITION. SEE DETAIL ON SHEET C403. 1111..__ 1.1.11 , __._ . „_-,. -- ,,' , 1111.. 1111,. `::., w w w 10 G " ` v :\ ,- y' ', - ,, .d = > I ' ' '' w w URFACE STABILIZATION PRACTICES ON ALL GRADED AREAS, USI, \ �.. I A Y T RAI APPLY S ✓ _-.�.` __....., 1111..-111.1,. 1111, w:::,. ., \. ,i> 1111: \ \ W 1111.` " 111 1_ / '\ ,:. , _ 111.1, . _ _ 1111._ � IV w ' P REDI TET A AERRGS ,,ACCORDANCE WITH THE LANDSCAPE PLANS AND EROSION CONTROL PLAN. 7 / ,._- � _ , ,_-_..--_ "-- \` pe ,, \,- /,.. 1111.-. .. ,-1111._. // 3 3 ir' } it W ,Y ,d, 'y..w wt:Y w >':J ,° ,/ Cl'... i /.', %' /' 1111.. \ `"t.� ..\. L.L `\. 1111,, --q , 'ti,`+.,,• . *--- `-•"1111, _. /f' . u/ , , rte, \\ \,"'`.\ e -- - `" s `_ HOWEVER, IF WEATHER DELAYS PERMANENT STABILIZATION, TEMPORARY SEEDING AND/OR MULCHING MAY :� / ty.d `, \ \ ^•."., y,. �'-,.. r �„� \ `„� '� V, .Y w w.i W W 1.., W w i' ``, . " / /`' �;, \ \ \ ", \, \ L� -- 1111 „ \\ \ \1 ' \ BE NECESSARY AS A PROVISIONAL MEASURE. ALSO STABILIZE (USING TEMPORARY SEEDING MULCHING OR >.i , / "^„ ,.. \\\ 1111 "1111 . , r „� '\,, `\,.� �,�_. _.....fq. '`F.,, `�\ / , 1111 \..., / w W w\ w w / / , ., \ �,,, ,,......._,..<'.- 1111 - ; ' w,. `kn ,f / <, \a, ,\ I- , ' , t, . � i _ / - ACTIVE CONSTR T I T T P F R f \ \ , - \ E; . ,..; vx - 8L � „ � , / . OTHER SUITABLE MEANS) ANY DISTURBED AREA WHERE UC ION W LL NO AKE LACE 0 , / r :t _ 1111,", i _\ > `",. \ "\. w ' _ \ ` 15 WORKING DAYS. ,Ir // 1111 '\ �� ''. r, \ 11111111.-" t \, '. tt \'3 i to ..\ € .., ` . ,, / t i } PR TY TAILIZEA / i" l / ,,^ U.J+ ,', .. ::' `> >vP t , : , :•1 ` 1111, z£ W W /'' - W W w '',,: W W W ``. W W ' ! / 1111._. / \ ,X'-\ , t ; \ T w W w w -`^^_,w REMOVE OTEM OURAR�NRUNOFFI ON ROI STRUCTURESS ANY UNSTABLE SED MIENTRAROUNDE THEM, SAND / r ' , a,, 1111_, f..$,.," / _,._..,,_ \.. 1111 `1111 / rJC.. t.'F, . (, J ~-~ w W TABI I THOSE AREAS WITH PERMANENT SEEDING AND EROSION CONTROL BLANKET IF NECESSARY. / , ,( .,,'_.__tom}' 1111_ ;rc.:. 1111 1111.. \,.`..,..__ .\ _, , r / ; x 1111. 'i..,' w '1 S L ZE f , /' i , / r r 1 - / /, .. .\ ,-f, „ ,.. -,1111__ R .. v.. ...,-, \. s / : r t: , ; .. i W l „' , 11„11. „ ,+., ,:. i� , --u` -£ i 1111 " w W w w W ':%, W w w w; fi ; �-, '^1111.." j , ., r ., r - v , 1_, r ,-'"' ��,".„. ,". ti - ,. ',\, " r t , , " :::" z ...., I S p W w, L t . ` �, , � 1111, _ W \ :, ' ! / / / ,r"„ d~' 1111., ,,.,5� , \ .` ,.•" `w„ •.`�\ ✓/ 1111 ..\ ","....,._ _y f t .t 1' \,� .._�.-,,,-3 .? 1(i 4, ,' y, i �, i --. ' W w W w w ! w W / ; / t `` AS -g BMP. . /, /' ' r-''-.: ":.; 1 " ' ",^; r � = : i w 12. SEDIMENT CONTROL PRACTICES UNTIL ALL DISTURBED AREAS ARE X _ _ - AI TAI R SIGN AND / / ,' , , t {tom % �,:..,_, * w" ST UCTURE ;< w E w w w w ;' w PERMANENTLY S ABILIZED. �,' // w. / •1111 \ \ i1 111:1 r A R;° x \ P 0 p, „ , , ^., 1111.- „".. , `1111 aw 1111_ t,x - - "'�,.,..,-' hQ� / / `,, ' t\ -, ,, \ .G.:= C✓ '�..._."1111..' W w w S -"„'.,-....,_,_, w,' ; r ,v , ,r` , / \., �^� , 't \ '' , f 1111. , ,........._ 1111,. 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If ;, : � 1-1 � - .. - i � if fl," � -- -15�D ,11i�111.1­ - I',' I ,� \ ­- , - - - - - - - - - - - - - WETLAND � -11 , � *1 * * * -k w * 14 i j ", ill j , ! 1� I ­­ d", -� ,­ I , � � * * w w * 1k 11 � * I f i ; , %--, I ,1- Ili` ­­­­' i I I 'If 94 ,­ j 1 -4,7' ) , . ii I , 11 � 11 - f � - 1, , � ,� I I �j ,f �, � I 1 1 !jj, i !;' " �, I � � ,�� " , 'i " " ­,�, -1 I I �� * ; I , I I � I I , �, �,� I " f ; - * + " 859 � � .4, * 1� '. 1- i 11 -, -K�-, ,,,,,, 1, �! - , I � ` �, . ,,­ f � , I */", � �', * * * * � * �iw -, * � � ; I *� � I I 1171 f ' !I i ; ,­� i � � 1P + " ,,,, * * * � �It'l -,4,s,- i , 1, I � - * " + IV * * ,!3, -i 4, 1 i i !ill i ! ,- , "1 `�" ' C'�`�' i'��' , PERMANENT SEEDING WITH ' f �j ii�- - ;--, '^ ( �, " I TEMPORARY CONSTRUCTION INGREES/EGRESS �IL-; ' 1 7 i!, �/t- , 'I-, , 1, I - �� - , I , , � � , J, �, ; I * 1 4. � � i * * * � * * w * * EROSION CONTROL BLANKET DRIVE. ONCE CONSTRUCTION IS COMPLETE, - I ; I � , + � z ­­_ ,� � �,",� . � , ,.� , , I - , "' , � (,"),; I'll � 41 � � 11 * � * + � . I il i; ,� ,/ I i ) !ii ,j I . " i I , - 1� I � Ili ,/ 1 11 I , I 11 -1- 11"',-) , * � , - � , , � " , --# , �� �� I � I � - I .. < * CONTRACTOR SHALL REMOVE STONE, RESPREAD ; �.�&� 8 I ;if; I Z" &,�141 , "I'll""') I 11 I � ? g� f J , , � --_, � , , " I \ I 'I "I � * * '% * * w * '4� 8 * + I * 1P � � � * � * � " 1 , , � ; . � � , : ,-4 I TOPSOIL, AND SEED ENTIRE AREA. ; , � � . �j I � ,�',, -, - � � I i ; 1, �, �J` I � !h , a I �,­ )( Q �, I 1� - � -11" I , /1 � i , I ', ""', ,,,, ��, I I/ - " � -+-�. \ \ 1k .41 41 � �v � * I 1 ,,, h, I ,; ki f "'A' /, C , , - � + - � � + 5 " " " il I I I , �;z� 6�'11, � , . I :t-�� I i I ; i i ;; ; ; : I I . I I- �')' . * -�. �. .\ . 41 , j 'f ;,I I ,"I ­­ -11-A // A ------q -! * -- w , , - " ;! I � � I � - 11 I ; I 1. I * * * . I-, TEMPORARY SEEDING FOR I -1 I : ; �� , � * * 1W 11 ,�, CONTRACTOR STAGING AREA SHALL UTILIZE I 0 4 I I 'z�v --- , - * + + I I ­, , � -1� - , , , , * 11 �, !!` "'i -1 if� - , ", � A 0 , , , '! !, I , i ,I 11, I ­ -ff - "', �, 11 \ - I , i f I H ;i ,I , ,I I r ,�x r"', , 14111',�""��i�`�, I . \ \ 1, EROSION CONTROL. SEE : I I I I I % �� I I , w . W ", I I ;, 11, "I i I'll I �­j ", * * � . � '. � � * . * 41 * w V * * � � THE EXISTING ASPHALT AREA. CONTRACTOR I , - " � I 11. LANDSCA I � " , '1-1 PE PLANS FOR FINAL - " " � j , 1-1 "' - f 11 , C .Lb Lb I 11, I ", i 1; ,,, f� "I'd I 11 � I'll, I � f , 11 ; : , ", � ­­ ­Ic� - � "", ­ � * I SHALL REPAIR ALL DAMAGED ASPHALT I , " I � ; " � ily : :' I ", 5 \ I �; �� "I f / I 11 -�Ql. ;, �' ,� �11­ � � , , ;17 I � f I 1i e, , � ,,,,,, 11 I " , I ­­ I '­, 1k 41 + VEGETATIVE COVER � �; � i / ;-11-111 � � �', WITHIN THE AREA UPON COMPLETION OF � � ", ,;, j"i 17" -� ;1; 0 1 -�) ,, �) I � I 1, I " ­�11 t � ,� 7' -, C') �j `:"' ,­,; -10 -, I I \ "'I" f, , 11 , , i 1� # Q ��, ,:�� - � wo ij , 1, ,�,,, i 1�1 I w � 1k \ �, 1, THE PROJECT AND SHALL MEET THE I , ; , ; I �­-� I ; ! f, i", '! I I I � ; . , -, � -1 I" �. , GEOFABRIC YARD DROP STANDARDS AS DICTATED ON DETAILS. I ;, � , , 11 % , � � / 1 ii�.f I q ! ­ ; I " ­­ � , , " 11 " " I I ­­­'­ , -­ � ­� ­ . .. � � j� 1; I ; , , , f " 1;` "I I I I , , � -, . ­ � I � , INLET PROTECTION I I 11 , "" , " - , I * t ; " 'D j I , I X'111-, , ­ � - , , I i I'll 11 � I , . , �� , - 11 " �­ ,lk ,,, , \ 1, , � ­�w 'i I 11 1"�l f I ; 3 - .� -1111, , , 1, . , - - I , I � � 1-1 � I \ 11 , I',-,-,- A+ I -,fil ,�,­ r ^­ I ,,,, " W, , -,, � , . � "I " 1, / , � f!' ,,-, / �� - -�­ I i ill "I �i, 4 t CIO , , , 11 i / , -1 aii �, � ,/ �­�j I I ; I § I � I \ � 1. 1, �", INSERT (BAG) INLET PROTECTION I I ,; I I I � �'� � al . L0 � -1 J, f ,� t I I t " I VJ `i�­­, 11 \ ,, " " ; , ", I / �, i "" , -jj(�" -( , i 11, "" , , , 0) \ 1, Fm ,�/ , , , " ,,, f / li I , ­-, �j,!5� ­� I ,,f " ,,,,, I ,�---ii 2� I f i I � /, � �, 1, i ; 1�', ,,�f 1# ,; i "It 1, I , , I ,,-, - ""'­ 01 4.- ID i 00 � 1, \ 11 I , , I I , , - 11 I ­ I I � I , � , /­,", ­', ­��'�, ,­� , �' \ 14�* ,I f f i If ii � � I I i �, ; , , ,� , , ) ­­ � '� 11-1-, ,", I Y "I �4i, ; ,;, ­,­` t­,� 1­',,j�, I - , -,, " U � �� "Ill * I ,,,,,,= \�, I � I I 1,11 I - . I 11 I ! , � 11 , h ', , I I ; � ;4 \ I � � I 7 , , 1,� � I I � ., I I I � ; . ­,­,,�, � ; I 11 , � � � , i'll, 'Iff ; I I ,� �i "I I 11 ,,,� ­­ � . � ( - . - ) INSERT (BAG) CURB INLET i I , i " ; , I I I , ,� , �,111 I � � \ , I CONCRETE WASHOUT AREA , 'I / I . 1��"/Ii, � , . I \ PROTECTION WITH CURB FILTER � j I � , , ; � '­ I llz 1� I I 'I i I I if 1--� 1, I ­ � � ,-�;, 1, . . \ , , , � ; , . , i � : 1 , I I`- " , , /"-" " " - .. .. .. . ,�.� .... � , \, 1, � I ; - I �� "", ­ + 1, \ , , , ) i � \ �, .... J. 11 . \ i f f I �i !,!��,,, , / , 1 I ... � - 5 R� � - ; , , � \ (D I 1; I I 11 , , � ­'� I � 11 , i I I . . \ " . I , ') , I \ \ i 'i 11/ 'i f 1, , � t 'I,' " � ; �, If " 1- " , ; 1 , , " q , I � � � If "' , 11 / " *�, , , , ; I I - � "I � ­ � t 'If "I!, 11 61 ; ; � � i�� f I � � I ; Y � w "­�- ,\ \-, , ,;, 1 " I , i I I I I I � ",", I'l-, ; 1, i f I ; , I 11 � I I �. I "' 1; ; if ill - , � , / '��\, f" , , 1k . I \ \1 / I . / el , � "" -11 -)�,,�--�v I 1 ,4, ­,�i , 11 , \ ---l- CONCRETE END SECTION RIPRAP ; . , ; : " I ,"��,,`-�,,, I �, � � . e 1 ; ­1� 1� I % I I I ; � io­�,' c,;� C'� - I , , i � 11 � f I i, ; , I I � ­ - \ , INLET PROTECTION IN CITY OF CARMEL 11 A. . . � �� -", I ­�v -, � -4 I . 41-1 1 I" *1* I J11 11 � ;� ; I " , ", - I �, , " - i f- , ;1 "6w 11 `1, 11 � �-- 2' DETAIL (UPPER AND LOWER INV) N 11 , I ji 11 RIGHT-OF-WAY I � , , I I ? * " , I � ; 11 f I " / f ! * i' ­'r `�--- : Ji 11, ,�­ - . I A \ "I � 11 fl, � �D i f ;11- , I � I -1 , el , 11 I , � � �,, I I - --- " ; "' / I 0 �, , , I ;1 ; � "I ­ � I i� , ; I �f­, �, �1­�, , ,4, --, � I � ;; / I ; I " � ; I . 1. --- I " I I I / I �, 11 \ I I I � ; � // i "I - -1, I I "' ,,, � 11 Q9- i, " "I , � I . ��15if COIR LOG(S) i " ,,, ­ / f (�";' ... 1-11 ,/'?, �� I "I i � ; III � .,-I-- N I \ � j k ­ � �'/ 0 1 1 1 \ \ I I I �,` // . i " * , -, . \, 1, I 11 , , �f I �' ,, ,; , \ -� /"- , : 1, .... . .. � j "", ,�',ff 11 1 1 ""' ^ 11 ­ / I I ( �, "I'll . � I i 11 / � i A - 11 I 11 11 ", / ; * I / "'llp �� In= R I I 11 f 11 � I I 11 �­" , , 11 ,'I 11=1 ,-,-,------ - -­­ is I "'.7 " I I - , I . I , , I I ; , �­ / * , 'i - ­­ " I / /f ; ,�",' "I'll' ,/ , I I I I I 11'�- ", � z � - I, I I ,,, , ,,, i " �'-" I - I 11 , ""'i f, , I - � , � ST --- A �-- is is is - is 4 `$7 is I I , � , I � I 11 / I . , I I f � � 0 "'I / I " � � 4 I ", I I " " - ­ 0) ­', I" ,� " - ," ,,, 1 , -". ,,, , , , I , , I 11 , , 1, I � I I , , I lf' 1, , , , , ""' � - 1� i I I "'. I LO ­� ,I /1 " �/Ij �,�11 ff,/' , ,;.,, "I * 1. e--` "' 1, ") fc, I 'A"'111 I I . . �,­ � 1� 00 , 1, EROSION CONTROL PLAN NOTES I I ��,"" I � ,��'�,,�, , f r11 �' . 1,11'' '1� I'll 1, / "b" I/ / / "" " ,I * �11",J � ,--F-- '111r-, i- - * . ­', ", 1,, ! / " o I " I � 1 �(P­ � ! ,I � I . �, "I -)� -1 A�, I . ­­- ­, - 11 I " / ", - ,� / 11 �­, " 1-1, " . �, ,; ,,// P -1 � ( " I ­ , � /,- ,-1 , ,z IN , ­­. . . ... ...... ',,� ,'��, 11 , , �-,' '161; 1, / , (­�,-­­,,� 'I,?. , , 1, 1, 11 / I - .... . .. ­ I I 11 / / . , - / , ""I ,�, , 1 � I i f I . ­� . ­ �� -; C � � 11 "A I , , A -11 ...... "I . ..... I I I �, -1 , I ; . ", . /111 ), , , , ,I , ,If i � - \11, 1. SEE SHEET C10O FOR SOILS MAP AND SOIL CHARACTERISTICS. I I h, �11 I / , � ,�, , , - , I " 11 / //,� - "" I , . ,­� 11 i" " 1� " �, � ,,, . " I �, � "; , ;1 " , �' ,\s"', - " -V1-- � ­­­­ ill , -1 11 , \ 11 11 / , " � I I - . * - -, �, I , "I I . 1, , 11 I ; I ; I rl­ , ,-,,,-, ....... ; I � I / 0) \ I 11 , /*­ ; ;1, ,;, 11" / " . ,��", 1�`, � �,-,i - - � i I I / if" i 11 1-4 1� 11 11 I , 0 "I I I I I � I ,,, t, , , I 11 , � -I I " 'o, 1, V I / � I I ; I � ` I -11� . � I I J I � I , ­ I / / "I . , , , .", I L0 I 11 ,I I " -.11 � � ; t" I , ,,, �-� �-"-!"­J� I \ � 2. SEE SHEET C403 FOR EROSION CONTROL DETAILS. , - 11 I I I � -1 I 1� I'll I I . - - � , , ,,,, �, f, 'I" � k, ��,­, . - 00 \ I , , 11 / & /� �� " - I , 1, I , ­� ) I , I / y & �-. � 'y � I ; , 11� i �`." ""C' I / , I 1411 � , � I � � I , - , "­, I , I , ,� . 0! " � � . ,� j A',- �, , , I � ,� , ­', " ! ,; , / I? w - - . " I - 11 / , i.��y 1, I 1, � , " � �, , `� �, � �, 0 ­ ; '; . -� 0 k,w/�, �,; I/ ,", �� i, �', � .. 11-11 4 1 CALL STATION , 11, 3. SEE LANDSCAPE PLANS FOR ADDITIONAL PLANTING DETAILS. ANY MOUNDING NOTED ON LANDSCAPE PLANS , I �, ", ! 111 � 11.11� / -, I- ; > i I I I , �� ,� ; "'I'-", , % / f// /;"""; , , ; � " 1, ­� ,,, , I � , � I �, -1 h, - ­ 6 ,\- � SHALL NOT CHANGE THE DRAINAGE PATTERN NOTED ON SHEET C301. 11 � I/ � ,� A �u , � I I - � . \1, \ � ) , I I I I �, ! I V _,-, 'i 21 , " " ", .. � , I � ! I � ! w � i �'-� -` "I �, " I'll " . I " " + ��­, '� 1� I �­ ­- ii , 11 . � , " � I , 1�` I ----- I " " I I / " f / " 71!�11111 " � 1'� 11 11 9 - ff� ; I C) I X " , " i , -�:�'­� ,­­­ ­� - / �-'7 , , ,�--� ) �jl � � ", .." � ) " / - I . 1 4. SILT FENCE BARRIER TO BE INSTALLED PRIOR TO CONSTRUCTION. , , - , 4", " I " " " // ! ,f� , �, , ,�T,, � , ,r� "', I ,t"""-"- � �­­ ) * 41 * .. � �k, � P4 1 � � "I , , ; f I / , ,,,, I -1 ,,�� '11-1111"111 t , , f, k, --"- ) � , . I 'Op �, �, I - � "; ,_1 t" , ) /�­'�,� I , "', i � ,� , , U I ­,�­11 , - '. , , , - / i 1, / " , ; � "I a� i�, '­,p� ,,,,-,- -- / " 11 . . 4 . I � I "; ­ , I I j, , �e " " � s � 'N... .- .: 'I - , .,� - -` - ..; / "', �, ", I "I A � ,/ , / , �. - . .. : .'.. - . . .. .. \' . ; � 11 " I 1 , I �­' "I I I �­ ii ii��"` - I 11 . .1 . , . �'t .% -.. .. A .\ .­ . .-.i . ..� ... . � I ,//, ", " , -1 � 11 -� I-, -�*<\ I I � I I ­'; , I - I � , : - *, , , -, - - , /I # 61 . � 3 / -.'-..* -`� :. C, 5. EROSION CONTROL MEASURES TO BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. ,� I , f ,�� ;'11 'I, � 0 �, -, ­ � r I >�1'11 / , � I / 11 , I i 1; / / � ;f,­� / I - �1-11 ", �� '­ "' ... . � " I 1k w w I 11 w � � � I /- I " � � ,� " ", 'i ..... . .. �, A,, Ir �-` " ,� � F-,,,6� -, � / , "'. * � '. /, "' 1 1 t � /,, , � , ­� �, ,,;­�, ,�, 11 1-1 -� ;�, ­ ; el .4 i .0 i AND / , ,i " ,�7 / ,f � ,, , '-- �­ I 11 I �) �, 1-1/; 1- , , 11, ; � 6. SEE EROSION CONTROL SPECIFICATIONS FOR ALL EROSION CONTROL MEASURES, SCHEDULES, 11 z ,,� -� " �, , � f / / / ? 11 �,,,',;�, , " , � " � � ", ­ � - ", � ! I ; , I ,�­ , � , I I .0. � I I I � ­ , - I I 11 � "", , - ",I � I � � I I , , , " I , I 11 , '!�', - -- I �� � �>­,� ,,- " " " � , - -J1, "" " " I ­' I", ­ I 1,f , -.1 11 , �,� "I" . i SEQUENCES. / ,� ,� I il , �� I " � L t Z , , � I � I \ ; ,� � , ! ,� fr J, ) "'; ", ­- C -� V ,� Q, I I � , " �, 'I,' �x �, , , , I /I , , 41 � -1 �1',��, I , I ) I � ; ; ,�,t �� UJI I ., \ i I � i� "6) �, I 11 -� )" I "I . � i � I ; I + ­ i I � 7. CONTRACTOR TO PROVIDE A STABLE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT CONDITION FROM / � - � Ili k­�� -1 I I I I I I z I I � I , / 7 �% "I'll", "', � � , I - -: z - "" f /­­­ , 1,"/ -11""', � - I I � i I f . THE CONSTRUCTION SITE TO KEEP MUD AND SEDIMENT OFF INTERNAL AND PUBLIC ROADS. I // �f "", I A� <- it" , - , , , � -, K/',"� � , I'll , - ­ 1 ., I , I ", � - , ;�� / 1, / /I / / ""' r, � ;. I �­" "\,""'11","',� / ,�, , "" 11 "I" , i I , " ­ I I I ­ , I I" " � i - , - � , " , I � / / ?; ,­ 51' : , 11 ,� I , ,", ­ , J, , I 11� ,�, � ", K- ", � .. .... / , 1 R / , �� � ,4// � � I A � '' , " � i if � � If `;ii ­�, � ,- I 1�,� � . � -3, I � ", A " , // '.. ; i f 11 , ,?��,, 1 �4­­-;, -j I " , ­ I 11 / i / ,,�7j, / " " 11) '11z " `­­ I ! � i ill , ; , = C I'll I �� 11,, / - �� I / / I/ � ... �,/ /' 0 f I \ I ; I , , �4 ;11 � 11 I . I 11� I I ; k 8. EROSION CONTROL MAINTENANC 11 / " /,, I / / / 11 �/ I �, " �11�� I I k I i E - SITE TO BE INSPECTED AT LEAST ONCE A WEEK AND MAKE REPAIRS /, ,�� /I / "I . �-,,, �� ) \ 11-1, \ ,�,,/,,," � "" - "., � I I 'i I 51-1 rfflM : , , , , � � � \ I , , , , , � _­� , ­, � 11 / . � 4 " I , � ,; , , � , ...... /� �, 1-" , - - is - Is - is is I I i /I / / ��f , , / / / I -1 I , , ­ is - / � � I I 1� I V I 11 � I'll lf� � � I I � 1, -­ � ... �� ?.' , i I I � IMMEDIATELY AFTER PERIODS OF RAINFALL. � �', � ,- , - I , � ,,, ; I % , ,,, ,,,, A, f I., ,--" �, 1�? 11 I' � - ----I- , 858 � 7 I / /I , 11 , I i i '­A� ­jl , I ��'­"� I f � / - � f " I �, I ) ��­f,-� , oo - I / / // i , / I " I -- I,--- 11 1-11 - ; .q. I f � � I \ I ­ , � I �� 11 I ; // 11 � , < ­) -, I . I � 11 I )01�1- ',�,� " I �­. f ; w i ; ! � f 9. STORMWATER DISCHARGE WILL NOT ENTER THE GROUNDWATER FOR THIS PROJECT. I y i // / / �; ", � "," W) ­ i f ,,, � f ; il , , . , ; 1, , �/ I , .�5, , I � 1� , ��;jf �1­1 0 I -C , I /' " / �, I / , 1� i .. I I � , / / ! ,// / " / / �', � , � I I", , I'll, -5 � � I -- �­f I '' I—' -/ - I -, I " I f �� I , � 5 /I � I ", " 1- � \ , I I - 1, ,� � I I �­­ I . � - I I 'V il 1�5` �f / / I , 4 0 - T ,,�,� �,,,:,, � i � i I / 11 I ,* (j <1 ,­­ I I 11 11 I , � "/ I 11 11 A�: I I - i, ,') " � �, , �, � '1111i � I � ! i � 10. THE 100 YEAR FLOODPLAIN FLOODWAYS ARE NOT PRESENT ON THIS SITE. � I I , � / I I I ,w /-1, ­ I / Y � � ; " / / I �� ,o ,,/,� / 11 11 + Y , 11 I � �, , I ; , / , �� I 11 I _q 'I- - I 11-1 I i,2 , �� ,�, -� � 1-, I I I I'll, / 4 i ; I I, ",/�' I / , � I I; I , I � � J / /I , I I I ­ I V . 1, I I I f/ � " ,-, y '11;-1,1111" ,� 1,,-, �', (-f � . � � � 1�� , I - �' 11", ,� " , , ', I ; , , I I � * �­ 'I, I i��i", 'I I I I �., i - , � ,� , /// I / I , 1�11., 111� ,�� , ", § 11 ,� I ­ � ("X 11 I I I 11� , "� j 11. PRESENCE OF HY 2' OPNAWN�'IAL j,R), -, / " � ;' 11 �- . � '-1 ,�­� ,� ........ � DRIC SOILS: CROSBY SILT LOAM AND BROOKSTON SILTY CLAY LOAM. / ,�, I � , I " , 11 ;1 I ; 1, , ,/// , , �1,111 � % I i 1, \ I I � � 7 11 � ; , ,*, ,,� 4� � , / -/ -�, .-, I ,� - """, �,' �� , i� I , I I ,�>,, �� � � /,-' I i ,� , f ""I / -i � � I I 11 I 11 1�-11 J 1i "I ,��,' � " � "I / I ; � , I ­: ,,,-! ( ,] � . ..... �, ­­ "� i, � 1�', ,/ " ­� " / 1� � � I I I i I 0 , / , I I I ,� , .", I : I 11 I I , /, �' � � 4� ,S��- ///" �, " ; � r, 14- ", C,) 11 :1 � �'�, I I ) � 12. CONTRACTOR SHALL PROVIDE OF CARMEL WITH A NARRATIVE DESCRIBING THE CONSTRUCTION SE UENCE / , ,� "', � j,,,),�, , �­, ­­­­ ; , I )KI � /,/, I � , � / 'y " � � , " , , � I ,,, , � I , 4 �Ixl � , ,-,� '-,� k 1� "j , � ; � , , , I � � , �, 1;', I � . . -, , ­, ,,��,� I , ,,� ,�� "I 'I'll � V W, " ',­�, . - I "Y , -, -111 I .� , --�, - U , I I " � A�, -­ . . � � f III INCLUDING STAR TURBING ACTIVITY. , � / � I "I / / � ­ -� I I I / , 'K, / � I '. � �� I >, I I 11� I "I ,/ I / 11 `,­� I , I , - . � 4 lit - I . 1-1 . , inf , , i .1 1 Z� - 11 a / 1�1-�-,"` / i I /, ,�", I I/ ; 11 I 1k 11-.1 *, 11 -, I I— ­­ I ­�' ­� , I -1 � �,k,-�,) , 11 I � - " 11 11 , "\� 0 1 / ��,­ ,-,, � �, 11 (" / I , I �"" I / / ,� 13�� I / i , �', s� � ii � \ I I �­,� Y;; I I , I 11 1 13. THE ACTUAL PERSON RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF THE EROSION CONTROL , I I- I I ;" 11 I I . f I / ,/�/ , �, � 11 1--, ­ "- � `11, 1-11, 11 ""I, / I—, 1-, � I '� THE AWARD WINNING CONTRACTOR SHALL BE 1�1, - - , , /// I � ­ f � ­� k \ r � C - -,­'�, I / 1 \ , , .,. '// I'll /" -, --, 0 � I , ", I ,�, : �, , " i I 1. " , 1 , I * � I ,I, " I � I I 1- "I '.1 � � \ � o C ;1 � I ") / � \ s i C- SHALL BE DETERMINED DURING THE BIDDING PROCESS. , I " - � -­, � , , i- 11 I ; . 1 ,/ `­,", �� ,-/ ,/�,, I 7' I \ , t� I 1� : Of \1 1- , I " �,,�',� I '. �if ; .. * C �-- . ) / , 4. + * ,�y * f I ;11 * 1� � i I 01 � - 4 / RESPONSIBLE FOR THE PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES. /""",�'K,,", !//, ,; 1) " � \ I 11� / -�', 11 � I + * I I ­�� ". " Xroll 1, i-& "' ;1 � . �, � i I I I / 10 / . I � . 1, " . . i i � ,I v � , I \ 1, �­ 1, f I ONCE DETERMINED, CRIPE SHALL COORDINATE WITH THE CITY. , � i '; I , 1-1 b � I t , Z \ � " I I I � I ,,-, . "I ,34) ",�, r ''I" I / /I I/ I I k. '\ , ­", �� I 1 856 1 ....... -) � � I .), � I I I/ � � " . 40 "I , ­ ; fl- I - , � /­­­ ­­ - - ", , , , / i " I I � ), , 51 '­ , , � � "I �-,, " �­; � ��­ 11�� -11, -, y 41 . I I ; 1 14. ANY DISCREPANCIES 0 1 , 1� I ;\ -1-1, I I \ // / / ,/,'� ,,� -, �', , "', I / �­ I �' ,-, I tmp, �5��N / / /I / Z"11111" ) / If/ t - f, ---Z��----- - -- �`� � �- D i � " R CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL I " I , -, / I/ I/ 11 12 . 0 // /',,/ ,/ 11, 0V , . C.1,11 " " ,,, , � " I 11 I i I ,/ / ENGINEER OF RrrnRD IMMEDIATFIY (ZO TWAT PI CA R , / I I , , I I � 017 DDf)Hr'UT TI) TWC' ATTrKITIOM M' TWP ri A rl TInN n � I / I - -,�-t�, ,5 0 I "", I , I " � I , I I -­ - 1, � 1 I I ,- " " � I / � ,--, , ­)� -z �,,� 11"', .i 858 . 11 I , I - ­ ", " /", , REDESIGN MAY OCCUR. I � / , I "I ,�, ,�,'\ e�� / / I t , ill �'111'1� , .. ......... I ; , 111� --11.11, I / / " , ,�, I �-1 �­/, I'-` . 0 -- - - / 11 I �� / � -4 i / 11 /' / 11 1, 1, ;?' / 1 -,- /, + I I I i �j I ­-­ , I � � � ,� - I- \ 0 I -1 11,�", /�Ix � �, , i / - / I J,/ / " ,/, I I I � I * /� �', // / / / � I �, I I I'll I 1 , ; 11 . I I / I/ , 1, IV , �� 1� 0 1 , 857 , , " " I / 11 . � ­',� � � \ I ') .'It 3 - 7, - I '.", , \ I , ,;/ " I 1, ", 1­� ­� 1�1 I c­­,,,r� . . ....... �,�z,kv� ,/ / , , \ , 1'-`,� ---- - - -- 0- �"'­, 11 w ; / /I fl, 1�1�� " - 011 I � i � , "/ /�� " / / , * C I ft,A "' � / I ­,� /I ,� - � , -11% I , ',�, "­ � I/ , �� < C7 I I � ,t% ­'J, I � � ; Ns',/ /'�/// /, , -, 0 �` ��,, '� 11- I , "", � I � EROSION AND SEDIMENT CONTROL SEOUENCE AND IMPLEMENTATION �, 4 I - I // ,�,� � I I ,� ,� - �, IBM / I / , - " I 11 �­­� 1. I rMITI 1 2 1 / I &I 11;1 I Z 0 ... � r A - "IS is - is Is - is I I 11� � " I / � , " 'A' I / / I , ; - �­ - 1, --� D-- is - I 1`3=1 ; 1�1 � , � I i�l ",�� I/ ,- / '-x, , , , 111�' � ., C) -, ') , , , 1- 5, i � / �i �-� � (" 11 i", , 44 ` , ­ , - I S " ­ , ", I " . -- f I � * I , 45 I / I � z . ( I -, .- 0 , ,� . -- I il � / ,;,� C,-,� ` , I , I "", I �-` " 1(b ; I �, . , � " 1� � � - " -'--..-- I , ­ ,� i ; " I /,�,' ,�1;7 " / / / � ^­ � %-� "I 'I, r, -4 �,, - . I � /0 ,�, /,/, , /, �­`, ,� �, ­--, ­­ , � , � 1. INSTALL CONSTRUCTION FENCING AND GATES AS ILLUSTRATED. 11 , / � I I � " 11 /,", .... .. , � //, / I 11 / / ,­il-y, --111, ­ I I : ,� - � -, 1) � i � 11 - ­N�� -1 ) -�,­--� , I , i 11 I � , 11� ; � I � " %("-;�:�--/ /// I � 11 , , , ­­­ ; 11 I , , " ,'I I ­�- ��­­, I -��,-!�` I I , - � f I , " 11 ,�;, , , �-;' `­�� ��,Ia­ � ...... I ­,� I -1, . � 11, - / / I (SEE DETAIL ON SHEET C403). DUST SHALL BE / `� ji�/ / / , � �7 4 � : ,� -�­ I ��/ ",//// , I i / " � 4 � , / , / / -,�/ J / I / -.1 / - ,-'­­­ I � ; r 1` ,,� i , . I I X S" Ill* /;�� ,6' / + + ; I ': " ­� 61"), � - 2 /­­ �, , I � � 11 f , 2. INSTALL SILT FENCING AS SHOWN ON C401 AND 402 ... �, � -, - - �� 4 IF/ I / ��' -` I // / -j \�-X I " , I � , ,��/ . ,� /,/ * I I i, " �, I I � 1-1 I- -,, �,-, 5� "' �� - 'r, , I 1/1 i I I KEPT TO A MINIMUM BY UTILIZING SPRINKLING, CALCIUM CHOLORIDE, VEGETATIVE COVER, SPRAY ON / I/ / * I", - 1^1 I - � - '­ 1-1 - � I ", / , I I 11 I � - I , - - ,- � '0 ­, �� ­­­� I /. 7�// 1 ;/ 7 /, //,� -1 / k ­ , � , -,; , �, 11, 1") I �� �11 "I -/ 1; "I , ­ . . I 11 I i / � 1. ( � i I 1� , I 11 1, I I ,,, , - 15� - - I I I , � w ��/,,,;�Y. � I , ,­� , I � � � I i i ; � ADHESIVE OR OTHER APPROVED METHODS. ,� - I I I z � k � , I -1" I I 11� �'­ , ,J� 1, � I - , 5 , &I , , * / , , , ; ­� � - 11 �� � / ,�f t , 5 d " ; I � , .- f �� /!I� / ,�/ 4e I / ////"�/ N ,/// / / / , -- �, � , , / . I I ­ i � . i � / f, I- j i I 1, � , , � � , (:-"�i`, ,� 4, , �11 � " �, / " �, ; 1 ; ­­ c, o ­ / � � � I I -­ I I / / . ��, '­ ­ "I / - - I* ­�; - , , ­ ,� / ,,, -1 i '� , Qr� I � / , ,/ / , 1. , -1 , � "I" �, "I'll 11 "I I " ,,-, I ­��, I/ 11, ,i, -f 11 -11-" ,,,, , � " " " � 3. IDENTIFY CONSTRUCTION STAGING, CONCRETE WASHOUT AREAS, MATERIAL STORAGE AND TOPSOIL 1, I V/ ,-, I ,-- ,, / / /' , 11 I ; � 1 4 1 � I � / / " �, , I / 11 / 4 �,� i \ " , �, �,,P' , "I / 3 ­ , 11­� , I � I STOCKPILE AREAS. EACH AREA SHALL BE PROPERLY PROTECTED AND DELINEATED PRIOR TO / / 1�� I ­�Ilcl �­,2 1, , , � // " X00 I/ 11 -11, -, 0 - 41�rl , , , ,,­� 1, - � 11 . , I � I I I C2 /, , Itt I" // ,-,-',,, 0 k 3� � I �, � 11­� � � I - , , ,/ I - ', � ­ - 11 /,.C� r / ­ / , ­ - I �-, -�111 I I;j � I "I ", (" �i' 11 11 � � I F/ / I , � �1 �,, � I ,,,, , I I ,I 11; ,/ 00, 4� Or I . I ) , .--", ,,,',:-, i,- " ,­­ ; "i, , I " --- - � I - "I" \ 17)\ I , I �' A 1k + I � I 1k ", CONSTRUCTION. It " Z �, ..� j � 4 , , I I "�'>/ * , ; 1- " ) -11 11 ; �1'11 "I ,--", I A/ I , / 1;�, /, -�, ,,j - ��, -f /' I I , � I I I " 0. " ;, / - d f O/ // , - , , -- , z �� ,/ " I I �j ,r,,� - -�- -- , ,11�� / " / / � " �� f 'j I—' 0 , // -1 ­/ / , � : .. ... I li, 1% --w I - , I � / . . .. .. . , �- ­ , / I �, "',i, �­`i,� ,-if-J / "I" � � I / . I .. ... :.:: ... C12 . / , � 4 ; I i , / --111 ", I i � I+ � * w - - - � I I / \ + � ; 11 I (,-Iz 1, �, -, � 1� �,j -/� I , "/1111", 1, / -A I �, 11 I ," J I \-J \ �­ ;­� - , I �­ f ,� , ,"",­ V, , /1 " '' " C 5. IDEM AND CITY OF CARMEL MUST BE NOTIFIED WITHIN 48 HOURS OF COMMENCING CONSTRUCTION. ,� , 'Q>� 11 �� f , ,-, I i � ... .. � -.� 10 ... . . 4. THE NOI AND CONTACT INFORMATION FOR THE PERSON WITH ONSITE RESPONSIB LITIES MUST BE POSTED. / �, / , . if � . . 1?� , I f , , -�­ " , , '�� 3"" , 11 11� , . I - / / , 1�/ - * / , -1 " I f/ � * - � / //- X /�j�/////Nl / " / , i,,\ C " -0 I I I � ", �, 5 1) 11, - , / - J / ,,,,, ,,,, I � 1k 11 : I � ( ; �­, / �,­� . �/ 1�1 - I - I - ; - I 11 I .. / -, ­", - - ,- ; � I 1� I- I 401!!l 4r/, 11 ,:­ ; ,,,, I / 11 / � 'I- ,/,� ,­ `�,� , '11-) e`i 11 " , � .. � � I / \/-'�-- / / ,­� 0 � '1-1" - , � I 1- , -, � �,."'� ...... ­1,��'-, i " 6. CONTACT INDIANA UNDERGROUND PLANNED PROTECTION SYSTEMS, INC. (-INDIANA 811-) FOR / " Of " -, . -1 I ",_/ X-4,??! / " -, � ­' , I �­ t"15", all� , 11 ....... � i "11/' "KI I /, � "" ", -\\ - 004 - " , * I - I , � � - - I 11 e , A 3 � ,I I", I 1� �-11- 1, - " -- `-111 .�, - i I I , , � 11 I ,/ I / 1� ;� 0 /r ,/, � - / � �!-, I �� � � �� ­,�­ �, I - I ---I'- ", ,,--,­' � " SF � � I \11 " -800-382-5544). ,�, / - 11 I I ­ �­� 4 I- / , N � ; -, ­ I V, " 11111111100 " / " , " ;,� / ", ), r -- C) �'­: I I . / . 11, � �­ , " UNDERGROUND UTILITY LOCATIONS. (1 I I 11 � I I - ) � i " ,/,/, / ;/, CALL STATION � )14- , 11, ,/' � I / : . I I I " � � 11 I � �` i 4 . � � I , / I / I r -- - I— � , , 1 It � ­� I 11 I "' -1 � `1 , , , 14 11 I I I / I I , , � ,� , I if -� � I --K Ill f 1i y �, � I I / , I �, ­ I-- ­�­ 'r If i '/ ' I , I le 11 , -=11�m 1�1�0 I -1 " , 1� - � - I 1, "', 11, . � . ... . � I I 11, ", ­�� - .11 I '� . '-N ,� "" 7. BE , . , ­- -- . f � , I , -, �, -- -r - ,- < I I � ,I , , �- � ,­� S�n--,w , � ,X'?, I I 00 . '� "I, 11 I � 11 �"­ 11 / ?-1, �%�41-�, � ,,, i - , , � " o " , ­- ­ I 11 k 'I , .- - , 1 9 -, � ,�", i, , 1-11 '11-10-&- I "" FORE OPENING UP THE SITE, FIRST EVALUATE, MARK AND PROTECT IMPORTANT TREES AND ASSOCIATED I/ !�' , 'I":4- ,� J -­��L'­-1-'-f-­- '� I �11­ 00 .,:!-*,�, , - ;,'­ - 1, "-� 1-1 Y ", , I "', ��,, - 11 , �, ­ , , � / - \ 11 I , " - 11 , I I / - �, - " �,' ,,, -"A" --:4=q L) � �­� 11 'C", r, /­�,/ -;� -- 11 ,� - " - ��­ "I ;� 11 , ­- -­L�L­C-;�-,q� \ , , / / > / - -1'-) - I'll / / 11 , , lf`j�,j t7D�--)�,­�--� , , ,­ �y 1� I � ; ROOT ZONES, UNIQUE AREAS TO BE PRESERVED (I.E. WETLANDS), OR EXISTING VEGETATION SUITABLE ,*/ . 0 , /' , \ �1 let, �� - I ,I - ­- " -, vll� ", 1-.----- ;, 16, ; , ,--,--,- ­­----"�� , � � , -1 .11 .. " � - "I I ; , - / N/, �/ 11 I ­­ y r * , - � , f % -` 1, -\, / ; -11-1- i " "I, I " i, �� i , I 1 , I ; i ­­­--­Q,e 011--- I 1�� 11 , /// .: I , -11-111 -1111, FOR USE AS FILTER STRIPS (ESPECIALLY IN PERIMETER AREAS). � I I I ; --- --- 11­1­­­­� I I " /1, I �, / " v 11 �, �1 il, Al A- -- � -1111 - , - , �,-���,-/'-�/,--",.--.","�'-,",,-�\-"",- " - " - , - " 11 , , 11 , --,,, -/' ", %, IL '� , I � , O/ '111,'� ,�/ " I 11 11,�� � �, I , 14iz,�L - " '1-`--,�111/1) 1�4 Ill/ ,� ..� 1-11-1, � I , �,��, P , ,_0 ; (6�( � ­ , �,/ - -- ­ I � , I , / � �, ,�', -4 � '5�� - ­/ ;"J' -'z / " � I- � I ­- - 1-1 -1` ` ; -01 "' , , .A , " ,, -, / , ,-- , '. ., - 4 / I ,� o ­ 'i -, , , A /" / / / �, , I �, "'­', C , --- , -11-111 / , �/ � - -- , - - I , - /-.?/, , '11& � /, 10 I 11 L2 - - ," , - w � ,�,/ I " - - " --/I-"-- ­ 11 I I.- ­ I ,­ , I I � . I '' ,e , 11 \, / I � - \� \ 1, , I -1'-,'--,;\ -1" " 1----, - " '�; ,,,,,,, " ­ I �­ '­-1f­11-/1­11� ­" ,� � 9100 ;&Q-. i I/ .. ---14 " , , / -- I --------1-' - ,- 4 ... Ir- 'I I . , 8. BEGIN MASS EARTHWORK FOR IMPROVEMENTS FOR PRELIMINARY G I ... ­-", � -/�­,­-/­^­� - , ---. , /� ?, , 1,� , I . " " - ' , ' A \ / RADING. SEE "GENERAL SEEDING AND /,/-, // 11 / / I /�'­;' I 'j, , " \1 j ,',,'0!G') E D, A R. I - e',�, "I '5' I I / I , C, j � /11 � - - ------ -11-1111 / �157 / , I � �/ 11 , , " I , �� 1�1 I 1, ) . �,�, I I .) " - " -1 / '�, �- ��­')P, � " ; - SURFACE STABILIZATION PROCEDURES" FOR TEMPORARY SEEDING GUIDELINES ON THIS SHEET. � 1- 1. J--F , \ ; I Jl // .. -,-- �, I /- - - / 1� �, � I /� 11 ---"' I f / / �/ , - I I . 11 ­­-, 11 , I Iq / I \ `­, 11 I 11 ,-,- I , . is --apm I 1� t I I / * 11 i "I, �/ , : - is - is- is ,� Is is le 11 11 / 1�, j � 11 "' , / 11 - 7, \1 � , I " I i �s' 9. REPAIR ANY SILT FENCING IF DAMAGED. IF SILT IS 1/3 HEIGHT OF FABRIC, REMOVE SILT AND REPLACE I � I --- ,­ Go I I- ("', -i'll ,/ i I I "I .1 /4 * , 'w, + I , - --/( � / , \2, ­-­­-­­.­-­--­ .... ,­ 11 �, � , '� I I , / / ,�, / � ­-----­­­- ; 6 ­ %f) -­­ / V. "" , - - - //1' , "� . � 11 "/ I �,, I I I , \,�� I., , ­­­.... ­- -.11--l-, �' i� ­­ ­--� ,­ # � -,, i , , . " \ S; 11"-"-- I � , I , , -- -, I I � .11 , � - z � � I ��,�� -----­­----­--- -"--- -, ­­ - , --z-,- , 1, I . - " �/, , , / � co -11 11 ... I / , , I'— � 01 "', z 1 / � I I", f - -- ­­­­ 1-111-11 , I �' " /�\ �--­-­­,"--"­-:­-�-- -­ z / 1, -",- I - TO ORIGINAL CONDITION. SEE DETAIL ON SHEET C403. -41 /� , -z 'I--- ,­­­ , � - 4� " I ­,� , , "' - , , ­­ - , , I- ,- / -- / \ I ­­ - ­­­­��_,-- ­ 1'% z i I . . I I & �-, / - Ak" I * 11 ", 9 -fl - --� �� - ­­\ I "I, .� -1 - 1, ­ I �, *1 I 1, I / / , � 4/-1- " 7, , '--- `�­- " . . ...... ­ ­� ­­ 11 11\ I / / , . \ 11 I 7* I , 0\ / 1-1 ,* "I --­ � ,-, 11 -* 1\ ,\, ��"-,­-,.,­ - - ­­ i� i i �/, ... , " /111, 10. IMMEDIATELY AFTER GRADING, APPLY SURFACE STABILIZATION PRACTICES ON ALL GRADED AREAS, USING / ,1 tt / I I I -`1 �� ­,,�� ,/ I-, -,-- - I -- ,:�� / /i� ­ - ­­ , ­, - ­­ / � I . . � ­.- - I I " " I - ­­"­,, -11-11. ", --- �, 1, 1� �,-) / ----- , �, I - " I V . , . . .. . ............... ... .... I PERMANENT MEASURES IN ACCORDANCE WITH THE LANDSCAPE PLANS AND EROSION CONTROL PLAN. , I 11" -- I I -­ , �, �- i I .. % I I / -- I b ­-,��- �, , , \ ­­ - 1:.-- / . I.... ­­', � �­' , , 1, 1, 1, / 1`1 ­ ... , "' , , 35" ---11" I" 1-11.1--- ­', , -,,--,, * " -1 - ­­ I / , ­­ 1� , � -111 ­- . ... . ..... ­ -- �­, " " - - , i(44 "I, 1-1 ­­­ 1-1.1111; ,"'111 I I -z i, 11 /11 /1" '71 " " / I \ " '­ / , , I " I", - , - - < ­�,/ ­­­ - ,,,, I ­ - , 1, �­ / �, -­­­ I I I - 11 "I HOWEVER, IF WEATHER DELAYS PERMANENT STABILIZATION, TEMPORARY SEEDING AND/OR MULCHING MAY ,-,\, 11 - --,,--- -V,' ­­�­-­­ - ". 11 � " 1. I I '.. /" " ­/ , , -11 - 1, ­�,,\ "I \,\ --,, -,\" 1��, 1, 11", �­ , "�Xlx�,�'i . ... I ", /', ,�-�--- ­­­ ­­ "","'," ', ,,�, "", "i I 1%, / 11 I BE NECESSARY AS A PROVISIONAL MEASURE. ALSO STABILIZE (USING TEMPORARY SEEDING/MULCHING OR *" " i I - 1, �,�� --, 1, I � � , ; I , ­ - , " � , i I " 4 'k, \j-, * - ... ... ----."7-- . ", , ­­ - , , " ­ , , , / ,4.. '­­­ - I OTHER SUITABLE MEANS) ANY DISTURBED AREA WHERE ACTIVE CONSTRUCTION WILL NOT TAKE PLACE FOR I I 1, 1, "I ", , / I � / \\, "I, �-, I", k'�, I , I ',,­­­-, -,-- ,� - I , I "I I I'- "� . I ----11----- "I " , , , ­-", ,-, ", �, - .- �, �-N - -, �,,,, !, r�4< I � "Q�, i "I ,--,/" 116*1 , , � 11, 11 , Z -, \ 1. 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I I", '-­----­­ \ , -, , I -, I-— I',, I',, 1, �! , 1, "" I "I " I I I I , - - I � I I 1 4�' A I I" "'' I " 'T-\" 11", , ; " I I j, i -­-�," , \ I , ­ - , f�zl-', I � 11 /;/ /�� / ;>�',�, I I -,-,'! \�\ \ " -,- � I I - - I,- I I "' 4 // // 1/1 / .. . I \ - " I � I I . . 1� 1, T * -,/,� 1, �:. , ; , � �� \11 �,',: " , ­-�� -- I I * 11 U � I 0, � / i , , , /"-"- , - � �,.­ �� � '', , ,� %�11 I / '-A 1�,- -­ 11-� ­­, I � �, � , , 1, '\ 'A \ " , " , " "' " , , - / \ -� I I 0 -,� " ; 1, , i �-,", i � 11 I I 111� % / 11. AFTER CONSTRUCTION AND FINAL GRADING, PERMANENTLY STABILIZE ALL DISTURBED AREAS. ALSO 1�� " //" / 0 ,� , " " I', 11, , \ ---�­­,/ ) I I � , k ,�-, w ,� ri I I", 1, � ( , I -, � :! .. �, ­.- , - .* -14. "' + I � � * � I � � , "" , . � � � - I I �­ , 11 I 1, --t ,,-- I I 1, I , , I , , , � � , .... . 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Scale: 0 Scale: 1 " = 40' 1 1!%�� I qWW PQmm*uftbeW& "" wwMjwft am 1-M-,%2-.%" FOR CALLS IN INDIANA CALL TOLL FREE � MSKTD & Associates Architecture I Engineering I Interior Design " I I I I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com I" '0009-1%h6, 0 Cri e R Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 I' 317.844.6777 FAX 317.706.6451 E -Mail cdpe@cdpe.biz I DATE 08-02-2017 IM Aw 111111111111111111111111 CL C: CA 0 -1--j 0 U) (1) I' X C: Cl) N L- CC .1-a CO ,a 0 U) CD . C q;3- vt X ICU , 0 w -0 ;.w A.j .- C: . . z L- co L- (1) 0 = .j 5 -0 4- Aw C -6-a ME (.) 0) - - I' a) (D C: Z - . .. C) 0 0 = .�e L- L. c) E 0- M rl*-_ M D T- < llllllllllllllllllllllli o. X-- 0 PROJECT NO. I DATE 7027 07-12-2017 REV. 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Scale: 0 Scale: 1 " = 40' 1 1!%�� I qWW PQmm*uftbeW& "" wwMjwft am 1-M-,%2-.%" FOR CALLS IN INDIANA CALL TOLL FREE � MSKTD & Associates Architecture I Engineering I Interior Design " I I I I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com I" '0009-1%h6, 0 Cri e R Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 I' 317.844.6777 FAX 317.706.6451 E -Mail cdpe@cdpe.biz I DATE 08-02-2017 IM Aw 111111111111111111111111 CL C: CA 0 -1--j 0 U) (1) I' X C: Cl) N L- CC .1-a CO ,a 0 U) CD . C q;3- vt X ICU , 0 w -0 ;.w A.j .- C: . . z L- co L- (1) 0 = .j 5 -0 4- Aw C -6-a ME (.) 0) - - I' a) (D C: Z - . .. C) 0 0 = .�e L- L. c) E 0- M rl*-_ M D T- < llllllllllllllllllllllli o. X-- 0 PROJECT NO. I DATE 7027 07-12-2017 REV. DATE if ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 SET DESCRIPTION BID SET 11 SHEET TITLE STORMWATER POLLUTION PREVENTION SHEET NUMBER C4�02 I ,� * I . - .. * * ; " 1111.� / / � , * 0. I . .4 V I \ 11, / Z � " I I I I � ...... \ I'll, , �, ­­, , I * * IV 1, � . "I "� �--�� I � � , " 11 , , I " ,,, ��,, �, "'z I., 1�1, , ,--i - \ , " ­� * , ­ I 1� I " , I -V e_�� I "I '11111-w�', I 11 1, , , �, G, � ­ I", I I", 11, , ��-41 1 , 0 KEYNOTE LEGEND 0 COIR LOG(S) <�>WETLAND, NO CONSTRUCTION ACTIVITIES TO TAKE PLACE IN WETLAND. zis - NOTE: ADDED SILT FENCE TO ENTIRE PERIMETER OF SITE INCLUDING ILLINOIS STREET, STORM PIPES SHOWN FOR CLARIFICATION. Scale: 0 Scale: 1 " = 40' 1 1!%�� I qWW PQmm*uftbeW& "" wwMjwft am 1-M-,%2-.%" FOR CALLS IN INDIANA CALL TOLL FREE � MSKTD & Associates Architecture I Engineering I Interior Design " I I I I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com I" '0009-1%h6, 0 Cri e R Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 I' 317.844.6777 FAX 317.706.6451 E -Mail cdpe@cdpe.biz I DATE 08-02-2017 IM Aw 111111111111111111111111 CL C: CA 0 -1--j 0 U) (1) I' X C: Cl) N L- CC .1-a CO ,a 0 U) CD . C q;3- vt X ICU , 0 w -0 ;.w A.j .- C: . . z L- co L- (1) 0 = .j 5 -0 4- Aw C -6-a ME (.) 0) - - I' a) (D C: Z - . .. C) 0 0 = .�e L- L. c) E 0- M rl*-_ M D T- < llllllllllllllllllllllli o. X-- 0 PROJECT NO. I DATE 7027 07-12-2017 REV. DATE if ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 SET DESCRIPTION BID SET 11 SHEET TITLE STORMWATER POLLUTION PREVENTION SHEET NUMBER C4�02 ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 SET DESCRIPTION BID SET 11 SHEET TITLE STORMWATER POLLUTION PREVENTION SHEET NUMBER C4�02 U N Q U O O V5 O Z Q N V) n r 66 0 N O Q i� O Z c O CL. N O 3 E O V) NI O U n U i c W U O O O N / V) C`7 C'7 0 0 N u 867-6632 • wwrw.nacreen.coin 4 ! 3 2 I FLEXSTORM CATCH -IT FILTERS FOR TEMPORARY INLET PROTECTION FLEX STORM CATCH -IT MUST PRODUCT SELECTION AND SPECIFICATION DRAWING BE USED IN THE CITY OF CARMEL RIGHT-OF-WAY GALVANIZED STEEL FRAMING W/LIFT HANDLES GALVANIZED STEEL FRAMI �!I\ ____W/LIFT HANDLES o� 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 AREA i INDIANA :URB GUARD FLAP AAGNETIC TIE DOWNS D ILE FILTER BAG W/STAINLESS CLAMPING BAND FLEXSTORM CATCH-rr INLET FrTLERS FOR CURB BOX OPENINGS (MAGNETIC CURB FLAP) INDOT Reference Neenah Casting East Jordan Casting Inlet Type Grate Size Opening Size Bag Cap. (ft'1 FX Flow Ratings (CFS) ADS P/N 8,9 R3286-8V/9V 7520-T1 Curb Box (CB) 21.6 x 15.6 19.7 x 13.5 1.9 1.5 62MCBFX 10,11 R3287 -10V 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 2504 1020 Round (RD) 22.25-23.5 -20.5 1.5 1.2 62MRDFX 2501 1040, 2830 Beehive (RDB) Beehive Grates (-26.0) -24.0 1.9 1.5 62MRDFX 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 I. REMOVE GRATE 1. ALL FRAMING IS CONSTRUCTED OF CORROSION RESISTANT STEEL FRAMING FOR 2. DROP LONSTORMINLET FILTER OAD EARING PROLONGED PRODUCT LIFE. LIP OF CASTING OR 2. TOTAL BYPASS CAPACITY WILL VARY WITH EACH SIZED DRAINAGE STRUCTURE. CONCRETE STRUCTURE FLEXSTORM DESIGNS FRAMING BYPASS TO MEET OR 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 [IF THE DOT CALLOUT, FLEXSTORM ITEM CODE, CASTING MAKE AND MODEL, OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED. 4. FOR WRITTEN SPECIFICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.INLETFILTERScOM EAI* vw 6 WVM\TW.Sm l CouNcyp IC 16 ALL PRODUCTS MANUFACTURED BY INLET & PIPE PROTECTION, INC A DIVISION OF ADS, INC. WWW.INLETFILTERS.COM A (866) 287-8655 PH (630) 355-3477 FX INF❑IRINLETFILTERS.0❑M 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED INCLUDING ANY SPECIFIED APPLICATION OF LIME, WITH APPROXIMATELY 6" OVERLAP [8°' OVERLAP ON FERTILIZER, AND SEED. INDICT PROJECTS]. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE 5. WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, BLANKET IN A 6" DEEP X 6" WIDE TRENCH. BACKFILL PLACE BLANKETS END OVER END (SHINGLE STYLE) AND COMPACT THE TRENCH AFTER STAPLING. WITH APPROXIMATELY 6" OVERLAP, STAPLE THROUGH 3. ROLL THE BLANKETS ACROSS THE SLOPE OVERLAPPED AREA, APPROX. 12" APART, PERPENDICULAR TO THE DIRECTION OF WATER FLOW. REFER TO GENERAL STAPLE PATTERN GUIDE FOR m Q CORRECT STAPLE PATTERN RECOMMENDATIONS. SLOPE INSTALLATION GUIDE NOT TO SCALE �Grad _e Ri Diversion Ridge with 3:1 Side ^J,4," '" 15' 7 Public road GeoteXtlle Fabric r Underliner H = X inches H = Height of Diversion Ridge Dkereion Rdge Cross -Section InStaaation: (Note: 8 inch minimum) 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 rood. 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 doily. • 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 con be conveyed into a sediment trap or basin. TEMPORARY CONSTRUCTION INGRESS EGRESS PAD A �1 NO SCALE / 1' MIN A 1 PLAN VIEW PLAN VIEW MANHOLE / INLET END SECTION NOTE: 4" THICK MIN. OF INDOT 2' INDOT CA NO. 8 AGGREGATE IS CA NO. 5 AGGREGATE ACCEPTABLE IF NO. 5 AGGREGATE " IS NOT AVAILABLE. THE USE OF '-C" 3:1 MIN. m Q NO. 8 AGGREGATE MAY RESULT 7, INSIDE a of IN MORE FREQUENT OVERTOPPING 2:1 Milli. V) OF THE STRUCTURE AND WILL OUTSIDE INCREASE THE FREQUENCY OF C: STRUCTURE MAINTENANCE.�tw� � rte•.. L,..J �- z v s INDOT UNIFORM SECTION A -A B RIP RAP INSTALLATION 1. AROUND THE OUTER PERIMETER OF THE EXCAVATED AREA, LAY A RING OF RIPRAP (INDOT UNIFORM B RIPRAP) TO A HEIGHT OF 12 TO 24 INCHES ABOVE THE TOP OF THE STORM DRAIN INLET. CONSTRUCT THE AGGREGATE DONUT SUCH THAT IT HAS A 2:1 OR FLATTER OUTSIDE SLOPE AND A 3:1 OR FLATTER INSIDE SLOPE. 2. COVER THE OUTSIDE FACE OF THE AGGREGATE DONUT WITH AT LEAST A 12 -INCH THICK LAYER OF INDICT CA NO. 5 AGGREGATE (FOR FILTRATION). MAINTAIN A 2:1 OR FLATTER SLOPE. MAINTENANCE • INSPECT DAILY. MAKE NEEDED REPAIRS IMMEDIATELY. • WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL SEDIMENT AND CONSTRUCTION MATERIAL AND RESTABILIZE. ROCK CHECK DAM INLET PROTECTION DETAIL NOT 1`0 SCALE CONCRETE WASHOUT (BELOW GRADE SYSTEM) N ED [:D a 0 1::1 0 0 PLAN VIEW N 0 NSLOPE N 10' MIN. 3:1 N 10' MIN. MAX. [] EXCAVATIO O A N 0 SANDBAGS OR OTHER APPROPRIATE ANCHORING SYSTEM TO SECURE THE POLYETHYLENE LINING (10 MILL) POLYETHYLENE LINING. SECTION A -A 1' MIN, FREEBOAR ; -SLOPE 3:1 MAX. CONCRETE WASHOUT (ABOVE GRADE SYSTEM) ° ° ° ° ° °ClPLAN VIEW X x x x X X X X x X ❑X ❑ X ❑ POLYETHYLENE LINING X (10 MILL); THE ❑ X 10' MIN. ❑ LINING SHOULD 10' MIN. X x EXTEND OVER THE A ❑ X X ❑ ASTRAW BALES. ❑ X X ❑ x X ❑ X X ❑ x x x x x x x x ❑ ❑ ❑ 1 ❑ ❑ ❑ 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 /.f STRUCTURAL �/ j // /� STRAW BALES CONTAINMENT) OMPACTED SOIL ENTRENCHED MATERIAL 4 INCHES INTO THE SOIL Installation Prefatx-icated Washout Systerre/CorTtahers • Install and locate according to the manufacturer's recommendations. DeeiBrted and kt AWW Systeme • 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-woter 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 pod 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 on 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 locally. • The plastic liner should be replaced after every cleaning; the removal of material will usually damage the lining. • The concrete washout system should be repoired 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 on acceptable method. Disposal may be allowed at the local sanitary 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 are utilizing designated washout areas. If concrete waste is being disposed of improperly, identify the violators and take appropriate action. • When concrete washout systems are no longer required, the concrete washout systems shall 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. :INSPECT 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 NOT TO SCALE STEP 1: EXCAVATE A 4" X 8" DEEP TRENCH ,s 8. r r STEP 3: NON -WOVEN HEAVY DbR GEOTEXTILE FABRIC ON DOWN SLOPE AND BOTTOM OF TRENCH COMPACTED FILL - FLOW 4" STEP 2: 2" X 2'° HARDWOOD POST NON -WOVEN HEAVY DUTY GEOTEXTILE FABRIC \X 2" X 2" HARDWOOD POST 18" SECTION Installation: 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 an 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: Al repairs should meet epecill'icatione as ousted within this measure. • Remove deposited sediment when it is causing the filter fabric to bulge or when it reaches one-half the height of the fence at its lowest point. When contributing drainage area has been stabilized, remove the fence and sediment deposits, grade the site to blend with the surrounding area, and stabilize. SILT FENCE BARRIER INSTALLATION 99� NO SCALE 2" X 2" HARDWOOD POST OR STEEL TEE POST 3' DIAMETER 3' HIGH #4 GAGE WIRE ION -WOVEN HEAVY DUTY ;EOTEXTILE FABRIC ON- iOWN SLOPE AND IOTTOM OF TRENCH COMPACTED FILL FLOW _ 2 LAYERS OF 6"X6"X10/10 GAGE WIRE - 2" X 2" HARDWOOD POST OR STEEL TEE POST 2 TO 18" MEASURED FROM OP OF INLET 00 owl YARD INLET 18" MIN. 4" ANCHOR TO GRATE 6"x6" 10/10 GAUGE WIRE NON WOVEN GEOTEXTILE FILTER FABRIC YARD CASTING GRASS ROUND YARD NLEt' TUCK FILTER FABRIC UNDER CASTING Installation 1. Dig on 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 eotextile 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. Maintenance: • Inspect daily. • 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 all construction material, grade area to the elevation of the storm drain islet top, then stabilize immediately. GEOTEXTILE FABRIC YARD DROP INLET PROTECTION NO SCALE Scale: 0 Scale: F- N/A a 1-800-382-5544 FOR CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com 00 • cripe R Architecture + Interiors I Engineering Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 SET DESCRIPTION BID SET SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN DETAILS SHEET NUMBER am V♦ O V) W C: N 4-0o s X O UJ (� Z ♦-a i O 070 Ja 0 Z - O O PROJECT NO. 7027 DATE 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 SET DESCRIPTION BID SET SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN DETAILS SHEET NUMBER Br - Brookston sift 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. CONSTRUCTION/STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION %M8 t FNct919& UNt code -14 Dido Parking Lot Expansion: 05120201090040 2. Name of Al 029@bft Watery The proposed parking lot expansion is part of the IU North Hospital campus that outlets through an interconnected pond system to on existing culvert under US 31. There are two detention ponds on the campus and this parking lot flows into the northern most, upstream pond. The site is within the W.R. Fertig Regulated drain system. 3. Pre-conobvcft Md Post Corehiction Eedrwie Of Peak Dbcharna 1 1 f P -Construction = .26 c s 10 Yr Allowable 1.61 cfs 0 Yr. Post 100 Yr Allowable = 4.83 cfs 100 Yr. Post -Construction = 4.23 cfs 4, Stec& Points Where Stormsater Dtedwm W1 Leave The SW The proposed parking lot expansion is part of the IU North Hospital campus mosterplon that includes on interconnected pond system thot outlets to on existing culvert under US 31 in the southeast corner of the property. The site is within the W.R. Fertig Regulated drain system. 5 Idenlicaft Of Potential Dbdtaroe To troutdweter• None at the proposed construction on-site. Discharge to groundwater may occur at the downstream detention basins of the stormwater management system. 8kkM See soils mop on this sheet C404 for soils descriptions and urban development limitations 7 Deecrfption Of Po#erift! PoUwt Swu we AeeockW W®h CorwIlrucbm Activtti m The primary pollutant associated with construction activities is sediment. Additional pollutants may be generated by construction vehicle operation and maintenance (e.g. fueling, n it • concrete changing hydraulic fluids and oils); ) e 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. & Temporary end Penrt wrd 811ormwater Oualty Meastreee Location. Dknwwlkxw 8asdfcadone, And CorrhmeWn Dekk For Each Sk Tr wabr 9k1a1N Measrry 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. C#owW Construction Sequence; 1. Schedule and hold a pre -construction meeting with the engineering deportment before the start of any construction activities. 2. Install inlet protection (see sheet C401). h 4 3. Install silt fencing as shown (see detail sheet C 02). 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 perimeterter areas). 10. Begin preliminary grading by striping topsoil as needed and stockpile any existing topsoil on-site as indicated on plans. 11. Begin mass eorthwork 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 ,oy 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 oil disturbed areas are permanently stabilized. 10. Location• Of Ift wtoeed SO %2911% es. Borrow And/or OMpml Area No soil stockpile is proposed for this project. n Tie pavan► end PennerteInt &Mace atahOMM M*m4de Aonrc m1k f=or Each seaB0M See sheet C401 and "GENERAL SEEDING & SURFACE STABILIZING PROCEDURES" on this sheet. And Sedlrtorlt Cofth'd For hdA" far kft 12 Erosion Lots: N/A 13. Mabodal He &g Ard idol Preverttim Expected construction materials on site may include vehicle lubricants, oils, vehicular fuels, concrete wash-out, acids, 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 Peyed areas will be shoveled into containers or dumpsters for proper disposal. Fueling trucks will be equipped with spill prevention kits for smaller fuel spills. oil vehicular maintenance shall be performed in the some designated area throughout the construction time frame. If possible, vehicular maintenance shall be done off-site of facilities that ore designed to handle any material spilloge. This shall include fueling of vehicles whenever possible. The City of Carmel Fire Department (317)571-2600 or 911, Indiana Deportment of Environmental Management, Office of Emergency Response (800)-233-7745, shall be notified immediately for larger spills or leaks. The National 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 oil 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 remediation. All site personnel, including maintenance employees, shall be mode aware of proper spill prevention and remediation techniques. All materials used to absorb spills shall be properly disposed of in on approved manor with 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. 114 Person Fleenor &k for I wbb tbn and Melrillienenoe of Erosion and Sedltrwd Control Practiow Name: Mork Burcope Address: Phone: (317) 962-0851 Email: mburcopeOIUHeolth.org Qualifications: • Senior Project Manager, Design and Construction • Oversee numerous construction projects including all aspects of SWPPP implementation. 810RMWATER POLLUTION PREVE NDON PLAN FOR POST -CONSTRUCTION I DaeorM Of Polufartte And Their Soli cas Amodded WIh The Propaeed Land Um 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 a single point. This can result in bank erosion , down cutting of the channel bottom. 2 DesorUM Of MMR9 sd Post Co SkIL o,ort 8bfffWder OudW Meaerrea: o. Location: See sheet C401 for locations and associated erosion control details on sheet C402. b. Type: One Inline Hydrodynamic Separator, AS -9. 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. a SequaM Deecrblta Bkrmwater Dually Msaetrs rnokmwetiory The post -construction stormwater quality measure implementation shall begin otter 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 con be found on sheet C701. Details con be found on sheet C704. 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. After installation of the post -construction 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, Skxnwmiergudlt► nteasrres k be irtpbrrterrtod b orevertt or mlttrize adverse kmacts to stream and ftu'lan hebtiata Refer to related Drainage Report for this project. S An CloerW190 and MeltK ance Merwial for al aoat-co dnCtlon stormwater gmft meaarw Is recwired and has been provided under a seoerate cover Refer to related Operations and Maintenance Manual for this project. GENERAL SEEDING and SURFACE STABILIZATION PROCEDURES (U TalloRARI(sam Table t Tefnporary see ft speck-dw Seed spectiea 1 Rate per Acre Planting Depth Oph m 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 Sudongross 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 an 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 a seed species or an appropriate seed mixture and application rate 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 broodcosting 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 o 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 foil seeded wheat or rye seeding with 50 pounds per acre of nitrogen in February or March. 0 PE%tA W SEMM APp 81b Pmwd m 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 Preperdon 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. Optimum seeding dotes are March 1 to May 10 and August 10 to September 30. Permanent seeding P 9 Y 9 1 m n irri in i r beyond optimum done between May 10 and August 0 may sed to be gated. Seeding outside o yo p 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 can 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 o 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 con 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. Ife1111191MnC8 • Inspect within 24 hours 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. • Add fertilizer the following g growing season. fertilize according to soil test recommendations. • Fertilize turf areas annually. Apply fertilizer in a split application. For cool -season grasses, 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. Telbb 1 Pwr oW Seednp ltecamwddbn r available This table provides several seed mixture options. Additional seed mixtures are ave ab a 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 f:ovr-liefn rmw Areae Mmwfty kle mora that etc mor W Seed Mixtures Rote per Acre Optimum Soil pH Should be dry, free of undesirable seeds. Pure Live Seed 35 lbs. 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 3. Tall fescue 2 2. Perennial ryegross 70 lbs. 5.6 to 7.0 - tall fescue 2 50 lbs. - red clover 1 20 lbs. 3. Toll fescue 2 70 lbs. 5.5 to 7.5 - white clover 1 2 lbs. 130 lbs. SW Baia► and Cub, t.c AW*nnce Areae (rat mowed) Seed Mixtures Rate per Acre Optimum Soil pH Straw or Hay Pure Live Seed Should be dry, free of undesirable seeds. 1. Smooth brome grass 35 lbs. 5.5 to 7.0 - red clover 1 20 lbs. 5.6 to 7.0 2. Tall fescue 2 50 lbs. 5.5 to 7.5 - white clover 1 2 lbs. 5.6 to 7.5 3. Tall fescue 2 50 lbs. 5.5 to 7.5 - red clover 1 20 lbs. 4. Orchard gross 30 lbs. - red clover 1 20 lbs. 5.6 to 7.0 - white clover 1 2 lbs. 5.5 to 7.5 5. Crownvetch 1 12 lbs. 5.6 to 7.0 - toll fescue 2 130 lbs. r1."nw 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. Tall fescue (turf type)2 170 lbs. 5.6 to 7.5 -bluegrass 30 lbs. �. Chwvwb end Areae of Cortcerirxbd Fbw Seed Mixtures Rote 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 bromegross 10 lbs. 5.5 to 7.5 - switchgrass 3 lbs. �. - timothy 4 lbs. - perennial ryegrass 10 lbs. - white clover 2 lbs. .� 3. Tall fescue 1 150 lbs. 5.5 to 7.5 - white clover 2 lbs. 4. Toll fescue 2 150 lbs. - perennial ryegross 20 lbs. 5.5 to 7.5 - Kentucky bluegrass 1 20 lbs. E 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 Tall fescue provides little cover for, and may be toxic to some species of wildlife. The Indiana Deportment of Natural Resources recognizes the need for additional research on alternatives such as buffalo rass, or h rd9rass smooth br me rass � and switchgross.rass. This research,h 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. (4) SOD kddiiillon Sod should not be installed during hot weather, on dry soil, frozen soil, compacted clay, 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. Sib 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 ftWdm 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. 3. Apply fertilizer as recommended by the soil test. If testing was not done, apply 400 to 600 pounds 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 surfoce on which to lay the sod. Laytg the 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. 7. Irrigate newly sodded areas until the underlying soil is wet to a depth of four inches, and then keep moist until the grass takes root. Slope a l Install the sod strips with the longest dimension perpendicular to the slope. 2. Where slopes exceed a ratio of 3:1, staple or stoke each strip at the corners and in the middle. Cttartrtel Appledmn (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. Loy 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 tho 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 For I on grosses, apply Fertilize turf areas annually. Apply fertilizer in a split application. coo seas g ppy one-half of the fertilizer in late spring and one-half in early fall. For worm -season grasses, apply one-third in early spring, one-third in late spring and one-third in mid -summer. (5) tA.111.111NQ MdKm Tabb t Wk h 8pec&alli n Material 1 Rate per Acre Comments Straw or Hay 2 tons Should be dry, free of undesirable seeds. 1 25% 2 to 3 inches 3 inches Spread by hand or machine. (3) Must be crimped or anchored (See Table 2). Wood fiber 1 ton Apply with a hydraulic mulch machine and or celluloset use with tacking agent. 1 Mulching is not recommended in concentrated flows. Consider erosion control blankets or other stabilization methods. co"repe The mulch should have o uniform density of at least 75 percent over the soil surface. ftro Table 2 Murch m to" 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 manufacturers recommendations. or soil stabilizers 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 are 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. Appioet m 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 hay mulch immediately after application. The mulch can be anchored using one of the methods listed below: a. 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. Maitienalm • 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) COf "st Iii Compos *1111110111101111*11111111 • 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 define in Title 40 of the Code of Federal Regulations at 40 CFR Part 503), or any combination thereof • Compost shall be produced using an aerobic composting process meeting 40 CFR Port 503 regulations, including time and temperature data indicating effective weed seed, pathogen, and insect larvae kill. e 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. • Inert materials not to exceed one percent by dry weight pH of 5.5 to 8.0. • Carbon -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 Carnpoet Pertide an Percent Passing Sieve Size 2 -Inch Sieve - 3 -Inc 1 Inch Sieve h Sieve >1 - 4 Inch Sieve 100% 1 99% 1 90% 1 25% Bmft Ape* (q*ne0 Tacicifiers, flocculants, 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 loborotory and biologically tested for elevated beneficial microorganisms at a United States Compost Council, Seal of Testing Assurance, approved testing laboratory.) ad Maierbl (opiorwD Five percent to ten percent sandy loam (as classified by the U.S. Department of Agriculture soil classification system). Cow Dm* Ninety percent or greater over the soil surface. Andtrxfnp Mded • Moisten compost/mulch blanket for a minimum of 60 days. • Erosion control netting (optional). Cover THclum Table 2 cans d am" TNciaten Slope Thickness of Thickness of Compost Compost Blanket Blanket with Erosion Control Netting < 25% < 4.1 1 inches Applicable to 2 Not A scab e 25% to 50% 4:1 to 2:1 1 to 2 inches2 inches > 50% > 2:1 2 to 3 inches 3 inches Appicetion 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.) o. 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. Ma ntenallCe . Inspect within 24 hours of a rain event and at least once every seven calendar doys. • Repair eroded areas. • Reseed, if applicable. • Monitor vegetation and apply appropriate soil amendments (if needed) per a soil test. Scale: 0 Scale: 1" = N/A v r ab. all 1-800-82-5644 FOR CALLS IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com 0 r i e Architecture + Interiors I Engineering I Survey Energy + Facilities ( Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe,biz L 0 U L.L 11aP OV-- `O N 1 O G N Qv S N O G DATE 07-12-2017 PROJECT NO. DATE I 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN NOTES SHEET NUMBER w O U) (3) N CV X C: �. UJ; Co O .� C: Z ED E PROJECT NO. DATE I 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN NOTES SHEET NUMBER w U 0 z z C'4 9 04 �1_ 0 11 a IAREA It: 3 - — — - - — ­_- - - I. ........ . ... IIM P05-Eb 20' WATER LINE', EASEMENT I-11111111111101111111111111117 llllll� 7� iplaw,, CAPE _BUFFE If 25 S 1��A MS R 807 5 I720 Z Lj < YP. A 714 F— 7 IV) ST 80 7 TYP. TYP. 8 8 8 8 TYR fS LV LV s s SLV SLV, I3 707 /OTYP/ i2 Pcp�. E !E SE I 21 4 5 M D § 'gin ST ST Is is is is is TYP. IL 07A 07A TYP. CY BLUE EMERGEN CALL STATION TYP. 8 TYP. ............ s SLV SLV SLV SLV h; SLV SLV SLV �E NE W R, X st 713 706 z .. . ........ SE �22 is is is is is is is INW 12' I< I'Ile I706A (A 4 I2' BORE PIT/ RECEIVE PIT TYR ITYP. 8 XV Lw s SLV SLV SLV SLV ITEMPI II6 CA 705 STIR 804 IST ST is S 4 /4 is—is—is—is 15 IIs '742 e IP. ITy 00�1 < 8 TYP. A TyP. 4 S V SL Vj SL ;L SLV I7 L TYP. 7 TY, Cis _�11 �is le I00, 40V LY SL[ SLIV SLV SLV SLV BLUE EMERGENCY CALL STATION I5 UTILITY PLAN I ND ST - ST - STORM SEWER, MANHOLE 40 END SECTION - - - - - - - - - - - - SUBSURFACE DRAIN (SSD) CURB INLET 7— @ . RD- RD— ROOF DRAIN, CLEANOUT STORM SEWER INLETS AffIlk w 104 , w WATER LINE, METER, VALVE -TEE' FITTING __0_SS—SS— SANITARY SEWER, MANHOLE 11*4 TAPPING SLEEVE & VALVE -SS—SS— SANITARY LATERAL, CLEAN OUT FIRE HYDRANT EASEMENT LINE FIRE DEPARTMENT CONNECTION E OVERHEAD ELECTRIC, POLE POST INDICATOR VALVE BEC BURIED ELECTRIC, MANHOLE G--<, 0__ STREET LIGHT _cTv -cTv OVERHEAD CABLE TELEVISION TRANSFORMER -E3cTv -BcTv BURIED CABLE TELEVISION ELECTRIC METER 104 G- GAS LINE, METER, VALVE /C\ CABLE RISER PEDESTAL T -T- OVERHEAD TELEPHONE LINE _BTC -8TC - BURIED TELEPHONE LINE — SLV — SLV — SLV — CONDUIT SLEEVE, SEE LANDSCAPE PLANS UTILITY PLAN NOTES: 1 . UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY LINE 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. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED SHALL BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 2. CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK/UTILITIES IN THE RIGHT-OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK/UTILITIES AND ALL ASSOC IATED/APPU RTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILITY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY THE CITY. 3. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE AND FIELD VERIFY ALL HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. I4. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER THE GRATE FOR ALL CASTINGS. IF CASTING HAS SOLID LID, THE RE IS THE LID ELEVATION. 5. WATER AND SEWER CROSSINGS AND SEPARATIONS SHALL BE IN ACCORDANCE WITH "TEN STATE STANDARDS" AND LOCAL CODES. 6. ALL SUB -SURFACE DRAIN (SSD) SHALL BE 6' PERFORATED DUAL WALL HDPE UNLESS NOTED OTHERWISE. SEE STORM SEWER DETAILS. 7. REFER TO DETAIL SHEET FOR BACKFILL REQUIREMENTS FOR ALL UTILITIES. 8. REFER TO DETAIL SHEETS C801 -C802 FOR SANITARY SEWER PROFILES AND DETAILS. 9. REFER TO SHEET C703 FOR STORM STRUCTURE DATA TABLE. REFER TO SHEETS C701 -C704 FOR STORM SEWER PROFILES AND DETAILS. 10. REFER TO MEP SHEETS FOR ALL OTHER UTILITY DETAILS. 11. SEE STRUCTURE DATA TABLE DETAIL FOR STRUCTURE AND CASTING TYPE AND SIZE. 12. CONNECTIONS TO EXISTING STRUCTURES REQUIRE THAT THE STRUCTURE BE REHABILITATED TO CURRENT CITY OF CARMEL DESIGN STANDARDS. 13. 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. 14. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 15. CURB INLET CASTINGS SHOWN SHALL ALIGN WITH THE FACE OF CURB. STRUCTURE INSTALLATION SHALL PROVIDE CORRECT ALIGNMENT. KEYNOTE LEGEND 70� . ... .. I'O T-YP- 14 . ......... AQUA SWIRL AS -9 WITH CONCRETE COLLAR OWN A*A XISTING STORM STRUCTURE PER STORM STRUCTURE DATA TABLE AND CHANGE is� iis is is is is GRADE AS SHOWN ON GRADING PLAN AND STORM PLAN AND PROFILES. 40 01 40 W ELECTRIC LINE LOWERING BY IPL. COORDINATE TIMING WITH UTILITY. —E(.. SAN SEWER MAIN EXTENSION. REFER TO SANITARY SEWER PROFILE AND DETAILS FOR ............. F- DDITIONAL INFORMATION. A 741 VERIFY 18 INCH MINIMUM SEPARATION BETWEEN ANY WATER LINES AND STORM OR SANITARY SEWER. 8 8 fSTORM STRUCTURE FOR FUTURE CONNECTION N(�&44 45 LV 8 S� I,V s EN 30 LF OF 6 INCH SSD PER STORM SEWER DETAIL. LV IA BM,P,,,E I709A 3 INCH UTILITY SLEEVES. SEE LANDSCAPE PLANS. 7031, 709 8 INCH UTILITY SLEEVES WITH 4 INCH SLEEVES FOR WIRES. SEE LANDSCAPE PLANS. is 2 7_� is SLV C, <9> CY CALL STATION. SEE ELECTRICAL PLANS. 710 ------- -------- - - - - - --- - ___ - - ILIGHT POLE. SEE ELECTRICAL PLANS. > u w w f;E ENT ME I120V DEDICATED CIRCUIT. SEE ELECTRICAL PLANS. "; . ....... . . ACCE8 IL TERMINATION MANHOLE PER CTRWD STANDARDS ...... . . .... ....... I7/ NEW CORE PER CTRWD STANDARDS 12 . ............ . - Y' IfIIIIII— - - - - _-_ - �[. w �8' 5119 . . ... . ........ . fI. . ............ - — __ ---- - — - - I ............ . . ........ Z, - e 1. 4, sa 4' j �T) ---- ------- ....... . .... . ....... . . W 48' R' 8 5 6, .. .. .. ............. ......... .. ....... .. . . -4 II2 T It IIScale: 0 Scale: I"= 40' ............. . L 46- I- - - - ---------- ....... .. .... 49- I. . .......... ........ . ...... . . ....... .... I-4 111111111ars II. ..... .... stl 1-800-382-5W I. ............ ....... IFOR CALLS IN INDIANA CALL TOLL FREE 0 0 MSKTD & Associates I/T Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 1 317.917.1190 www.msktd.com Cripe R 1111%I&IIIII11le"D Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-201 7 PROJECT NO. DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 SET DESCRIPTION BID SET SHEET TITLE UTILITY PLAN SHEET NUMBER C5�01 I CL 0 0 0 U) ,q) C -q CU CO CL U) c) X C 0 LU ICU M z 0 .0 L_ C co LO a) 2-0 C Z C) c) E (0 P*". PROJECT NO. DATE 7027 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 ADDRESS CITY ENGINEERING COMMENTS 2017-09-11 SET DESCRIPTION BID SET SHEET TITLE UTILITY PLAN SHEET NUMBER C5�01 I • MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz Sal lop NOS Ov- �' \ CG1\0 CON DATE 07-12-2017 f f REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE MAINTENANCE OF TRAFFIC SHEET NUMBER M C: U) O V! W c) i cn o X O W ca Z�--' C- 0 .CU o i 270 Alma C: (Dc- Z N .a = Z o o E Co < = PROJECT NO. 7027 tDATE 07-12-2017 REV. 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RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. 0) - ,. :.W - Qi CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR _._. _._..__..7.1 1111- 1111___ 1111 -_ Lf 24 FSP _C�i_:..... _. 11.11_ .1111_. _. . 1111__ 1111 62LF -"T5"RCP_ O _ _ _ 1111__.. 1111_.. _. ._.____.....I_ 19` _ .1111 _-. 1111____ � �_,___ - _ 1111 _ � .._ » 1111 3L .12-'RCP.._.@C(.29 _ .-.. W_.. 1111 _ ___.___.. _ . _- 1111___ -- T 11.11.___ -- 1111 " r 14• STRUCTURES DEEPER THAN 4' MUST BE ACCESSIBLE WITH STEPS. Q 15. DEBRIS GUARD TO BE INSTALLED ON ALL OPEN ENDED INLETS. -0+75 -0+50 0+00 0+50 1 +00 1 +50 2+00 PROFILE - STR 741 - STR 703 - STR 710 HOR. SCALE=1'=40' VERT. SCALE = 1"=10' 870 865 860 855 850 2+50 SL V SL V \ / / -iS 1S / 712 -858.14 IE=853.92 -0+75 -0+50 0+00 0+50 1 +00 1 +50 PROFILE - STR 742 - STR 705 - STR 712 HOR. SCALE=1A=40' VERT. 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W () I - 53.5'1 SE # i V iS 1S ,, 4< - SL V 'r,. \ . _ 1111 .._....... 1111..1111 s , 1111._ n __' 1 1a. ' r -_ 1111 ,1111 1111 I / \ V ".,.�-.'"" .. � 1111; \ , r; _ J - 'N / i .. 71 W ,,\ - m RE -857.75 �` Z IE=.$53.64 (NW w #', ,,= ,,. / ♦` \ \ _ \ . t" / \ O ( ( M \ ( \ l� / €r 3% { y ,. ya / . \ \ 'o L \ \ ^�. it �'\ ;I \ t .. .1111__, I ,.. !'\ .,£F', ,,, i '' , 1111._ } , "-_ -f1 , A, - v 1111_ t --„-,,._.d i �, ' , ( st e 7 ,t , r< 1 .._,.._.. U. , _. r t v 870 1111_ --._,.�-__ � "_ 865 , - 1111-. u.°c"� r 11 1111. 860 w - 855 -- 850 2+00 2+25 -0+25 0+00 0+50 1+00 1+50 2+00 PROFILE - STR 711 - STR 704 HOR. SCALE=1'=40' VERT. SCALE=1n=10' 870 865 860 855 850 2+50 / / / 1 M STOIN ft.,F11� AND PROP E GBERAL NOTE ' OSED PATI ETY AND HEALTH ADMINISTRATION OSHA STANDARD F R X A ATI 1. OCCU ONAL SAF ( ) S 0 E C V ONS; Aw E FINAL RULE 29 CFR PART 1926, SUBPART P APPLIES TO ALL EXCAVATIONS EXCEEDING FNE {' (5) FEET IN DEPTH. N11 XI TING E S 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A PIP E f TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 0 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. STATION --2+00 THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. GRADE LINE 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET L �, . !, C , i FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE fir} i :i 1 '✓ APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. ( AT NO COST TO THE OWNER. i; 0 <.- f., Y (A � 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE €€ FLOW INTO THE STRUCTURE. 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY Z ` REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. � 1 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL 0 i PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. SEE SHEETS C7-03 o T - H TAILS. A C7 04 FOR TRENC DE ND 2-0 9. PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE `�"� AND INCLUDE END S ECTIONS. I T U 10. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. 0) - Z HI H CME APPARENT BEFOR I R CONFLICTS W C BE 0 EOR DURING 11. ANY DISCREPANC ES 0 1v •0 Qi CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR = I I TI R R SIN MAY OCCUR TI THAT CLAR F CA ON 0 EDE G TO CONSTRUC ON SO _ . 12. NO BLASTING SHALL BE PERFORMED ON THIS SITE. E 13. NO SEISMIC VIBRATING OPERATIONS WILL OCCUR ON THIS SITE. " r 14• STRUCTURES DEEPER THAN 4' MUST BE ACCESSIBLE WITH STEPS. Q 15. DEBRIS GUARD TO BE INSTALLED ON ALL OPEN ENDED INLETS. CLEANED AND TELEVI AFT 16. ALL STORM SEWER, INCLUDING SSD, SHALL BE SED ER ALL _ UNDERGROUND UTILITIES ARE INSTALLED. PROJECT NO. 7027 17. ALL BEEHIVE CASTINGS ON A 2'X2' BOX SHALL HAVE A SQUARE RISER WITH A ROUND HOLE. 18. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. Y BE PERMITTE TH APPROVED DESIGN SHALL ONL D DUE TO SPECIAL DEVI ATIONS FROM E CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD T TI F TH ITY OF C I AT R PRESEN A VE 0 E C ARM IN AD ITI N TO APPR A FROM A DES GN ED E EL D 0 OV L I R XP T Y TH SIGN ENG NEE .ANE LANAI F Y H PP TA APPROVAL B E DE ON 0 AN SUC SU LEMEN L DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS I APPR F R CE GUARANTEES. OVE SUBMITTED FOR RELEASE OF PER 0 MAN D DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR GREATER (AT FULL FLOW - F TIFI ATION AT THE TIME 0 R IR AS BUILT CER C CONSTRUCTION PRIOR CAPACITY SHALL E U E Q TRI I TRUCTED TO AS- H PIP THE CONTRAC 0 SNS I T H TI T BACKFILLING T E E. BU L EAC SEC ON 0 OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. 1 'v' ,LE �ND / / / 1 Scale: 0 Scale: 1"= 40' `kr ft 8fl 1,800-382-5644 FOR CALLS IN INDIANA CALL TOLL FREE & Associates Ar itecture En ineerin Interior Desi n ch 9 91 9 171 Ma nav x Wa 930 North Meridian 5 0 9 Y Fort Wa ne IN 46804 Indiana olis IN 46204 Y , P i 2 .4 2. 7 317.917.1190 60 3 933 www.msktd.com • ri e Architecture + Interiors Engineering I Survey Energy Facilities � Equipment Planning � Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS IN 46240 1 317.844.6777 FAX 317.706.6451 E -Mail cri cri e.biz Pe@ P DATE 08-02-2017 M PR0 OSED Aw E 805 805 XI TING E S PIP E t1/) O .GROUND _ 0 AT DATUM STATION --2+00 HYDRAULIC GRADE LINE GRANULAR BACKFILL L �, . !, C , i fir} i :i 1 '✓ , 3 i . 3 ( vt i; 0 <.- f., Y (A � Scale: 0 Scale: 1"= 40' `kr ft 8fl 1,800-382-5644 FOR CALLS IN INDIANA CALL TOLL FREE & Associates Ar itecture En ineerin Interior Desi n ch 9 91 9 171 Ma nav x Wa 930 North Meridian 5 0 9 Y Fort Wa ne IN 46804 Indiana olis IN 46204 Y , P i 2 .4 2. 7 317.917.1190 60 3 933 www.msktd.com • ri e Architecture + Interiors Engineering I Survey Energy Facilities � Equipment Planning � Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS IN 46240 1 317.844.6777 FAX 317.706.6451 E -Mail cri cri e.biz Pe@ P DATE 08-02-2017 SET DESCRIPTION BID SET SHEET TITLE STORM PLAN AND PROFILES ,< I /' I I SHEET NUMBER ,< M Aw ■ t� t1/) O � N c. L o s U) vt X � 0 Z , � � . L 0 o s J 2-0 `�"� C U M 0) - Z - 1v •0 Qi . � = 2 _ . O E " r Q o. _ �U PROJECT NO. 7027 DATE I 07-12-2017 REV. 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I-- ....................... .1 ....... - ............. 0 ..... . . `!!T� .. . .. . ....... .... .......... ---,-----",----,--��-�,---------",-,--------------�±-00 1-t lzwm� cc CD , .11.11,1111.111, ,�. - r- - - 0 . . . . . .............. - ............... I ... ­­­­ - I t4r)--tc)-,-ta,--""---,-,,----,,,-�,------,-�,--- 00 00 - ---- it ---- frAT-1-1-1-1111-11-- --I------ . . - 0 __ 0 01 +00 E; - . - +.100 .... wi_ in W> t,,� ,C-4 pit Lo_u) U-) io . Im - in - - I - 1.11, ... ): 0!+ '4 1-1 ... 11 .... 11 ..... 1................... I'll.- .... 1.1.111.11.1.11, I ­­.- -I 111.11 I I 1.11,11, ...1.1. ... - .... ... � � I.. 1.1.1-111 . ,, �_,s_ .. . . ............... . 1-111-1.11111.1 .... I'll, ... I'll.."., ..... I-- ....... W 4 0 V) 00 I ­­.­­.­­ 'O' 11 LO ..... 11 1-11-111111 ... -,w ... .......... � I - I "...., ... lr� < It 00 00 00 00 * It' 11' 11 11 + O.. 'n-_- n � . .... U-)-.... �0 I.. 1_,),_"___�____ - ,�_ � ,,, -- , � , e -1 aI" I , �_ __ __,' ­", �, -11 - "", , I ­�', � , I - I I I -_111 _­ .......... 1-1-,1111 1-111" - 1-1111, 1-11111-1 ............. N..Ln , - 11 1- ..... 1.11 co Co 0 I .". I') i<11 =_ 1 "I'll, 11 - 11 __..1- ­..QJ_.. ..... F u) �� �� �!J !iLJ !iLJ < ... I]. � . � �� .tt... M ..... DO-, __ 11 11 - - , - .. . .. ..... . .. ........... ... ... .. ... . . .... .. .. ...... . .. ...... . I ....... I ...... .... . , - , . .1 - - I I .. ...... U-1..<­II­ .111 - �_ W . f, U3 w w - --re . - 5=V7 & .1 ... 1.11-1 -1-111111- , 11 "I'll , r- ... 0 X_ �� ..... !;!2 ............... -- 71-77 ... I", , r� — -77777--7- ,'� ,,,..� ...... D. Q ____ ______,_____, __ --APPROXIMATE- -tRMGA - ---"--,-----_______,_____ I _,� � 1. I -111. "I � < - ,-111. _ __ ___ -,-,--,, � ,5 FF7- ff -I------.,-- 11 ­­ -1 S� - -LOCAMN - ----- ll 0 - 0 .... I C-5 � I " ,,,, , '' , , 01 - I - I - _.C_,,", .. IF -_LOCAT4jM-_, -_---­­- I ,,,,,.---,-----,-----!E;I..F,]E:)/.,I - . , 1_'� I'll C - ­­ i DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS 0 SUBMITTED FOR RELEAS TEES. APPROVED DESIGN SLOPES . I IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR , I I " TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION I I t I ,61LF 15!!RCP 00.257. � , I .... ..... . ................ - I 11 - .1 - I I 1-1-1 ........ ..... ................. �... 11-11I.- ".. � 11 1. 11.11.1111183LIF 1.11.1'...., ... - 15"kP @0.30% 1. I'll. 11.1 -1 ..................... ­­ ........... - .. . .......... . ........ .......... .... ......... ........................................... I ...... I ... ... I-, ... I .. ....... .- I 11 - ..... ......... � ........ .......... .. . - - ........ .............................. .. ............ , , - -0+25 0+00 -111-111-1 ­­____ -,--- - -1 __-_______11,_,______,__ I'll-- 11-11-11-111-1--- 11--l-1111 -_1________11__,__ _____ ______ -11_1--____________,_1- ______­ _1-_____1___, , ­__,_­_______ --- -11- I 1, __ - ____ ______,_,_ . .......... ... -,---- ---I'- ­-, - - - - -1 --- � -__,___,_____L -­M___..1L �� _;­. - - - I V�_ ---,-,- _1144-::Sty��_'Lal (5) FEET IN DEPTH. 11 N 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A 2_;t______,________ 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS � 1 WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. / to In Gg - n I - I Ln " - - " -q- ­ 11_ In �� ­­ ­­­­ ------- 00"M _" 11 Irl I 11 '26 . - _111-_________ ____ _111-1 --I'-,,- _ - :0- - - � Dc � ACa ­- ­­ -- — ------ -t- — -- - - - -- -- tn-4,0- !r, K)_____ ---- 1-11 - _5;j_r') n --'=-"L C�4 In ­­ .... � . ... . .... -"--"'-----'-------------,!'I�",,,Z-PR-�q,-r!!�", .- ---,-----",----,--��-�,---------",-,--------------�±-00 1-t . . . -09:�-pq-4(,4----,,,�,,-----------------------4�-0-9-�g- 00_<-j,! 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE U) LO U) - j­_g.�­_W_t0--00­L Iii, . -0, ;�_ 11 4 .... 4t_-+-4- '�� ­ ­ ­­ - - --'-' ' ------ -------- ______ __ ,nom 0­�_ to ­­__­_-- ...... .... � - - ---- --,---- -----,-- ,,,5--Af­-QQ ... =M- Do 11 .. .. - ----- -_ ­­­­--­­ ------,-"-- - , - , ­_ __ - L'i �- LLJ t4r)--tc)-,-ta,--""---,-,,----,,,-�,------,-�,--- 00 00 - ---- it ---- frAT-1-1-1-1111-11-- --I------ . - 0 �_ -------- --- --f-VII-0-- *--*-- 11-11-1 --- :!4 -41--- - - _11-1 ,"I', I-- ____-11111-___,_ ____,_,______­ .. 1_0_1:1_��_IL"_� �­' - ­ ___ --- -- - __ - ___ _-, � � ___ _ __ ___,,_rl Un) 10Y 11-111, 1-11- -1 _11_-111-1_,__,___,__ _ --1-1-111 �� .. ... - = t_ t__ -,---"--"--,-"--------,-,- -I---- ... ------- ----,-,-----,--- - 1-11--1 - ­­­ _____1-- --------- -- I I'll -1 '­��11_ ­�� ...... ,7_71 ____._=�__-�-:�_w - - I— 11 - - I I -11, 1-1 I I I I- 11 I "I ��_, - - ... - - , , 11 ) 1, 11- _�,"_-�,_,,��_,,:,, ,, 1 11_;�1'4�, - I 11 ­-­ ____=1__7_ - ` �___17;,V----=_7 7, 77"f;,:�'-��_L rl�_ ­�,� "I", �11, � � -, " �_) -, %_17 - !��77-�7�' , -_ , , I � �� Z_', , - 11 __ -1 , - � - - - I 2 , D , , - _7 �­ - - --' -11-44- ­_­ -, - - , , . . . . . . . _�-� " , - - - '... t�, _ -44 7=%,---- " ,..,. - I - - , - - -- I -1 - ---------------, I -111-1._ 1.11 RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. �, �_, - I'll I �� _­­ 'n - 2 I - MQW.. - 1_,),_"___�____ - ,�_ � ,,, -- , � , e -1 aI" I , �_ __ __,' ­", �, -11 - "", , I ­�', � , I - I I I -_111 _­ ;­LLLLL, ­LLLL . I _�__ 11 _,_ "" I , ........ ........ -IL" � 11 11 21,�_,___111) , I -1-n I ___(X�d�"_ ,��_ - -- I �— ____11 1-11-11-1 ...... .. _,_­­­­­­­ __ - - � �'111_ ID - - n �� , 11 ,-a _�_,, �__ � --- -_ -'--- - 11-111----, 12. NO BLASTING SHALL BE PERFORMED ON THIS SITE. - - - = -_ I I 11 -, I'll- _", 11 I— - I'll I __ - _­,_ --,-----!!"",!!�!!!!!"-.------I ______ " _­­­ ,,_,A_,­ ... ­ I ___.__1_____-__ _-- - _______ . . I V,= M_ - _,_­T�_ . — !T7!�4- -_ ______11_ - I !!_,!!�!' _____t__A__ - ­ _____1 - ---------,--- _ __ ___1_-__-1 11 --- ­____ ___ - 4 _\_ ______ - - ---\ ,_____:_q9LF__18 RCR-A-1-1-11- I-,-- ­ ­ 1-11111- --- I ___,_____ __________ _____,___, __ ... HC1j 00.OXIMAI ZU7. ,-- ____�71,_Zvvm__�o 11--l- - __ � ___111 I—, ..... .... -­ 1-1 -11 'I" " I -MIF - _361171l______.__ - -"-------] 1-1 -I----- - - _ ::�,:7- O)TMATE_ IRR[GAT1ON­_­­_ ' _­_­­____ - - 1- ___, __ ____ __ - - - -1 —'---- - - I-,,-- - ____ - - --- --- ____ ______,_____, __ --APPROXIMATE- -tRMGA - ---"--,-----_______,_____ ____ ._____11 I I 111- --L TION-- -'-- - L - I - -1___ _ __ ___ -,-,--,, .....IR APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. -I------.,-- 11 ­­ -1 S� - -LOCAMN - ----- - ----,-,---, � - I'll, _11111111- ... ­­ ----,- - ----,--,------- , , , ­­ " � --SHEVE -1,X-ATfC W__1__- - - - ­­­ - � -,-- IF -_LOCAT4jM-_, -_---­­- I ,,,,,.---,-----,-----!E;I..F,]E:)/.,I - . . SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH i 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 PROFILE - STR 721 - STR 705 HOR. SCALE =1'=40' VERT. SCALE =1,=10' 870 865 860 855 850 6+50 870 865 860 855 850 0+50 1+00 1+50 2+00 2+50 3+00 PROFILE - STR 743 - STR 707 - STR 715 HOR. SCALE = 1'=40' VERT. SCALE = 1,=10' O/U 865 860 855 850 w L I - 0+50 1+00 1+50 PROFILE - STR 713 - STR 706 HOR. SCALE =1'=40' VERT. SCALE =1,=10' 870 tj � 0) It — __ 7 I ­_ , I- ,__1, ,­)� + . " - _ , " �a-, 4. 865, Ln �+qj_ I=- I—- , n, < !! ,H I.- w 1-1 _. - f- in nf L-1- ------- 860 �-t"- ­ -- -11- .... Lj I 1-1 855 -----,--,-" '' __ 850 -- 2+00 2+25 I 'I ­` � ' , i 11 I 3 ' SMN &=WM " AM PROFU GBa& NOTM ----I I I ' 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDAIRDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART *P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE I - ` ' (5) FEET IN DEPTH. 11 N 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. C 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS � 1 WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. / 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. // , THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. IFIELD 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET GROUND CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE 800 BY THE ER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. IIAPPROVED AT NO COST TO THE OWNER. DATUM � 6. STORM STRUCTURES WITH INLET CASTINGS SHALL BE SET TO MAINTAIN A POSITIVE DRAINAGE I. FLOW INTO THE STRUCTURE. I 7. STORM PIPE INVERTS AT OUTLET STRUCTURES (IE: END SECTIONS), AND PIPE LENGTHS MAY i I REQUIRE FIELD ADJUSTMENTS TO MEET ACTUAL FIELD CONDITIONS. 1 i 8. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL . , , -o,� u ,! i-) - , PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. SEE SHEETS C7-03 � AND C7-04 FOR TRENCH DETAILS. 1 9. PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE I AND INCLUDE END SECTIONS. i10. � RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE. IIl. ANY DISCREPANCIESCONFLICTS WHICH BECOME APPARENT BEFORE OR DURING ;CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR , , I'' TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. i 12. NO BLASTING SHALL BE PERFORMED ON THIS SITE. - I11, . 13, NO SEISMIC VIBRATING OPERATIONS WILL OCCUR ON THIS SITE. I � � ; I 14. STRUCTURES DEEPER THAN 4MUST BE ACCESSIBLE WITH STEPS. I I I � 15. DEBRIS GUARD TO BE INSTALLED ON ALL OPEN ENDED INLETS. � I 1 � 16. ALL STORM SEWER, INCLUDING SSD, SHALL BE CLEANED AND TELEVISED AFTER ALL f iI UNDERGROUND UTILITIES ARE INSTALLED. i I , I 17. ALL BEEHIVE CASTINGS ON A 2'X2' BOX SHALL HAVE A SQUARE RISER WITH A ROUND I HOLE. a) * 18. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS I APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. I DEVIATIONS FROM T SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD I APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO � SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH i DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS 0 SUBMITTED FOR RELEAS TEES. APPROVED DESIGN SLOPES . I IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. F PRORLE LREND Scale: 0 Scale: I"= 40' 1 "06w=%ii� I %ww" mmww%Wm I'll Cw1w=y=ft 8fl 1-"-,'j82-_w6" FOR CALLS IN INDIANA CALL TOLL FREE � !, MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 1 317.917.1190 www.msktd.com ,0009_"%h,6 ri 0 e R Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 M IPRO OSED Aw E 805- 805 C EXISTING PIPE _,, 0 GROUND ( 4-1)j 800 = C: DATUM � STATION --2+080 HYDRAULIC (10 GRADE LINE GRANULAR BACKFILL . I CL . , , -o,� u ,! i-) - , C:) ; I - � �,.- lc',­,�,, ,", I o I o C, " ,'� as ", " , It X , oo.__2:�', I .... . ...... . . x ......... , _... . .. L_ I Scale: 0 Scale: I"= 40' 1 "06w=%ii� I %ww" mmww%Wm I'll Cw1w=y=ft 8fl 1-"-,'j82-_w6" FOR CALLS IN INDIANA CALL TOLL FREE � !, MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 1 317.917.1190 www.msktd.com ,0009_"%h,6 ri 0 e R Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 I Z' PROJECT NO. IDATE 7027 07-12-2017 Z, REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION " BID SET 11 SHEET TITLE STORM PLAN AND PROFILES SHEET NUMBER C7-02 1, M Aw , EL C 0 0 ■ U) ( 4-1)j = C: LM (10 =a CL U) C:) It X 0 w co L6 ca . . z -4--j 0 L_ C: co 0 = .j (L) 2-0 41111111111111 -1-0 0 M 0) C: -C Z - a) * 4) = V CD a) E "O 0- j. c) r%,� L- M Ill Q D M T - IT- 0 1111111111111111111111I I Z' PROJECT NO. IDATE 7027 07-12-2017 Z, REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION " BID SET 11 SHEET TITLE STORM PLAN AND PROFILES SHEET NUMBER C7-02 1, Storm Structure Data Table STR # Upstream STR # Downstream STR # TC Elevation Upstream Pipe Elevation Downstream Pipe Elevation Pipe Length (LF) (Downstream) Pipe Material (Downstream) Pipe Size (Downstream) STR T ype STR Size Casting Detail Reference Notes 701 702 N/A 855.20 850.19 N/A N/A N/A N/A Manhole 96" R1772 Type I &Type II Manholes 38 x 38 702 703 701 857.58 850.32 850.22 34 RCP 42" AS -9 108" Solid Aqua -Swirl Concentrator Model AS -9 BYP PCS Water Quality Unit 703 704 709 741 702 856.64 850.86 852.61 851.86 850.36 12 RCP 42" Manhole 96" R1772 Type I &Type II Manholes 704 705 704A 703 857.28 851.15 852.55 851.05 86 RCP 36" Manhole 72" R1772 Type I &Type II Manholes 704A 711 704 857.06 852.74 852.64 30 RCP 18" Manhole 48" R3405 Type I &Type II Manholes 705 706 705A 742 704 857.54 851.53 853.18 853.18 851.43 138 RCP 36" Manhole 60" R1772 Type I &Type II Manholes 705A 712 705 857.40 853.37 853.27 30 RCP 15" Manhole 48" R3405 Type I &Type II Manholes 706 707 706A 705 857.99 851.87 853.52 851.77 120 RCP 36" Manhole 60" R1772 Type I &Type II Manholes 706A 713 706 857.94 853.71 853.61 30 RCP 15" Manhole 48" R3405 Type I &Type II Manholes 707 708 707A 743 706 858.70 853.61 853.86 853.86 852.11 120 RCP 36" Manhole 60" R1772 Type I &Type II Manholes 707A 715 707 858.28 854.05 853.95 30 RCP 15" Manhole 48" R3405 Type I &Type II Manholes 708 714 707 858.79 854.06 853.81 100 RCP 18" Manhole 48" R3286 -10V Type I &Type II Manholes Top of Casting above Rim Elevation 709 709A 703 857.52 853.05 852.80 62 RCP 15" Manhole 48" R3286 -10V Type I &Type II Manholes Top of Casting above Rim Elevation 709A 710 709 858.06 853.51 853.41 123 RCP 12" Manhole 48" R1772 Type I &Type II Manholes With Flat Top 710 N/A 709A 857.11 N/A 853.64 44 RCP 12" Inlet A Mod. 24"x24" R3286 -10V Precast Box Inlet Top of Casting above Rim Elevation 711 N/A 704A 857.76 N/A 853.29 183 RCP 18" Manhole 48" R3405 Type I &Type II Manholes 712 N/A 705A 858.14 N/A 853.92 183 RCP 15" Manhole 48" R3405 Type I &Type II Manholes 713 N/A 706A 858.49 N/A 854.26 183 RCP 15" Manhole 48" R3405 Type I &Type II Manholes 714 720 708 859.42 854.58 854.48 212 RCP 18" Manhole 48" R3286 -10V Type I &Type II Manholes Top of Casting above Rim Elevation 715 N/A 707A 858.81 N/A 854.60 183 RCP 15" Manhole 48" R3405 Type I &Type II Manholes 720 N/A 714 N/A N/A 854.62 22 RCP 18" End Section 18" N/A Precast Concrete End Section Use Invert Elevation to set End Section 741 N/A 703 N/A N/A 853.44 59 RCP 24" End Section 24" N/A Precast Concrete End Section Use Invert Elevation to set End Section 742 N/A 705 857.55 N/A 853.33 61 RCP 15" Manhole 48" R1772 Type I &Type II Manholes 743 N/A 707 858.68 N/A 854.01 61 RCP 15" Manhole 48" R4342 Type I &Type II Manholes Top of Casting above Rim Elevation NOTE: ALL STORM INLET CASTINGS MUST BE STAMPTED "NO DUMPING, DRAINS TO STREAM" CAST IN RAISED LE I I ER5 Al IVIIIVIIVIUIVI Ur 1 IIV Ht]Url 1. A JT1VIOUL Ur A r1Jn 3nALL tSt L AJI WI I r1 I ht Lt I I tKS. NOTE: ALL CASTINGS BY NEENAH FOUNDRY OR APPROVED EQUAL. U N Q U O LU U_ U_ Q m m O 0 N N Q CA N O a� 3 N cn E L O -h- V) 0 U / 0 U / L LU / U / 0 O O N LO / M O 0 N / X R-3404 tia "405 Series Gutter Inlet Frame, Grate R -3405-A, 23 7J8' x 23 7 8 2 22 x 22 32 1/8 x 321 /8 61/8 2114 x 21/4 17116 8-3405- 23 7%8 x 23 7/8 2 22 x 22 32118 x 29 61/8 21/4 x 21/4 17/16 R -3405-D3 + 29 314 x 29 314 17/16 28112 x 28 1/2 34 3/4 x 38 6 3 3/4 x 3 3/4 1 1116 -3405-D4 29 3/4 x 29 3/4 17/16 281/2 x 28 112 38 x 38 6 3 3/4 x 3 3/4 11/16 Combination Inlet Frame, Grate, Curb Box Heavy Duty I?. CURB BOX A USTABLE 514' TO 8314' �s123ill'- t - f 6 6 X3 1061-- 4_3 061 4a 5:1a WEIR SO. PERIMETER CATALOG GRATE Ft. ILI EAL NUMBER TYPE OPEN FEET R -32.57-100 y 2.1 5.5 Available with 3' radius curb box. Ditch Grata, Stool Type Light Duty F 51/4" 1112" 1 314" WEIR SO. PERIMETER CATALOG GRATE FI". LINEAL NUMBER TYPE OPEN FEET R-4342 Beehive 2-O 6.0 � . �2 114" 21" �a1 „ 33" EARTH OR SIDEWALK SURFACE UNDERDRAIN TRENCH TO BE FLUSH WITH BACK OF CURB INSTALL NON -WOVEN FILTER - FABRIC ON PERIMETER OF TRENCH AND OVERLAP AT SUBGRADE LEVEL #B WASHED AGGREGATE CONCRETE CURB OR CURB & GUTTER ,. PAVEMENT 0 V) W C N ASPHALT OR COMPACTED AGGREGATE NO. 53 PER TYPICAL SECTION z X 0 I •� N z 0 �. io DOUBLE WALL PIPE, PERFORATED HANCOR G G Hi -Q, TYPE 4 PIPE OR EQUIVALENT 3 3" z PER SECTION 401.01 OF THE AIN MI STORM WATER TECHNICAL STANDARDS M N �- UNDERDRAIN NO SCALE NOTES: PIPE SHALL CONFORM TO SPEC REQUIREMENTS OF SECTION 718 OF STANDARD SPECIFICATION INSTALLATION REWIRED: BOTH SIDES OF PAVEMENT AND WHERE REQUESTED BY THE CITY ENGINEER CITY OF CARMEL STANDARDS STANDARD DRAWING UNDERDRAIN 10-12 MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz V`O � O� O • " �oN DATE 07-12-2017 �J ■ rWL 0 s Mt 0 Z s PROJECT NO. 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WISP add a}aA3uoo \ 1I a3JDJujam p,ropua}S uo so auas x I , 18 3A d3 `Y 4} aq o} Can6uo} uai paAoo uoI}oas I- -� pu3 _ I9 -1r.; - al"Duo /s 4\a6 lie a d --I V - It NOL1333 ti I_ _I f- l Z + 3 auouoD ,V, sso10 s11ofl fl ^' qua }alu! uo qua an6uol ' 0 qua }al}rI0 uo qua paAoo MDOH i r r 1 Bul:)adS •x01,1 , T 3 04 0 •Zl 1 ff,%_ N Y 10 H -1 :0: I I 1 1 I0 1 II 11 1 x� �! r1 1' ? jai AM ~ 1 ,6 / N O_ v V O W W cn / N O O O i 0 Q / m i n 0 IW r� 0 3 () cD (D Q N• b- > C C N N 0 V W O� W 00 D n _n m 0 Q c n M. r RE=857.28 IE=843.95 ■ 865 860 855 850 845 840 _I f r.> c I ley /f �,Q %C x �'Rik i M ca C) m� on < m M V♦ 0 V, W _ C: N IN co � rn z » s 0. zz; X � -.. 0 � c� ' ,� T> t a""� 3 4 �- rte,".•. RE=857.28 IE=843.95 ■ 865 860 855 850 845 840 STIR 802 p I RE=857.80 I IE=844.96 (SW) IE=845.16 (SE) j �\IK� "O mac" ,l 'f a";81.� .. is �j I STIR 8647_,, , �~ RE=859.19 ]E) IE=84 f8.50(=848.60 ( 1 zz STIR 8 RE=858.95 I IE=849.32 (SW) �d w ' -4F_=849.42 (N) c r, STIR 806 eRE 859.49 :j zr FFR I < =850.26 (s) �3. tE (N) ,s '14 08.n. 51 KfI TCHLIF APPROX BURIED STEEL CASING PIPE REQUIRED 4 KEYNOTE LEGEND OTERMINATION MANHOLE PER CTRWD STANDARDS ONEW CORE PER CTRWD STANDARDS ?E=862.25 E=850.74 C -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+5U 4+UU 4+5U S+OU PROFILE - Sanitary Main HOR. SCALE=1'=40' VERT. SCALE=1'=10' b+5U b+UU b+SU /+UU /+,)U u+UU u+I)U y+UU STORM SEWER PLAN AND PRO U COAL NOTES 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 7• PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 8. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE OR THE TOP OF CASTING FOR SOLID LIDS. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING 9• CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 10, NO BLASTING SHALL BE PERFORMED ON THIS SITE. 11. NO SEISMIC VIBRATING OPERATIONS WILL OCCUR ON THIS SITE. 12. SEE SHEET C802 FOR SANITARY DETAILS 13. STRUCTURES DEEPER THAN 4' MUST BE ACCESSIBLE WITH STEPS. 14. DEBRIS GUARD TO BE INSTALLED ON ALL OPEN ENDED INLETS. 15 ALL SEWER SHALL BE CLEANED AND TELEVISED AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED. 16. ALL BEEHIVE CASTINGS ON A 2'X2' BOX SHALL HAVE A SQUARE RISER WITH A ROUND HOLE. 17. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 18, ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R-1642 OR EQUAL STAMPED "SANITARY SEWER" WITH CONCEALED PICK HOLES. REFER TO CITY OF CARMEL DETAILS. t9, THE CONNECTION OD THE PROPOSED SANITARY SEWER TO AN EXISTING STRUCTURE MUST BE DONE ACCORDING 0 THE FOLLOWING CONDITIONS: A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON -SHRINK GROUT. B.) ONCE THE CORE HAS BEEN MADE. INSTALL A RUBBER BOOT. 40. CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOW ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including but not limited to manholes, inlets, valves, and marks mode 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. PROFILE LEGEND :0 PRO. GRA ----------------- EXISTING GROUND 800 DATUM GRANULAR BACKFILL _ _I f r.> c ' C 0 Alma i M ca C) m� on < m M V♦ 0 STIR 802 p I RE=857.80 I IE=844.96 (SW) IE=845.16 (SE) j �\IK� "O mac" ,l 'f a";81.� .. is �j I STIR 8647_,, , �~ RE=859.19 ]E) IE=84 f8.50(=848.60 ( 1 zz STIR 8 RE=858.95 I IE=849.32 (SW) �d w ' -4F_=849.42 (N) c r, STIR 806 eRE 859.49 :j zr FFR I < =850.26 (s) �3. tE (N) ,s '14 08.n. 51 KfI TCHLIF APPROX BURIED STEEL CASING PIPE REQUIRED 4 KEYNOTE LEGEND OTERMINATION MANHOLE PER CTRWD STANDARDS ONEW CORE PER CTRWD STANDARDS ?E=862.25 E=850.74 C -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+5U 4+UU 4+5U S+OU PROFILE - Sanitary Main HOR. SCALE=1'=40' VERT. SCALE=1'=10' b+5U b+UU b+SU /+UU /+,)U u+UU u+I)U y+UU STORM SEWER PLAN AND PRO U COAL NOTES 1. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 2. IN ADDITION, EXCAVATIONS EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 3. ALL STRUCTURES SHALL HAVE CASTINGS, JOINTS, LIFT RINGS, STEPS AND PIPE CONNECTIONS WELL GROUTED, TROWELED SMOOTH AND BRUSH FINISHED. 4. ALL STRUCTURES (IE: MANHOLES, INLETS) SHALL HAVE POURED FLOW LINES AND BENCH WALLS. THE FLOW LINES AND BENCHWALLS SHALL BE TROWELED SMOOTH AND BRUSH FINISHED. 5. FIELD ADJUSTMENTS OF TOP OF CASTING (T.C.) OF STRUCTURES MAY BE REQUIRED TO MEET FIELD CONDITIONS. ADJUSTMENTS EXCEEDING FIVE TENTHS (0.5) OF A FOOT MUST BE APPROVED BY THE ENGINEER TO DETERMINE THE INTEGRITY OF THE STRUCTURE. AT NO COST TO THE OWNER. 6. FULL DEPTH GRANULAR BACKFILL SHALL BE REQUIRED UNDER AND WITHIN (5) FEET OF ALL PAVED AREAS, INCLUDING CURBS, EDGE OF PAVEMENT, AND SIDEWALKS. 7• PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND INCLUDE END SECTIONS. 8. RIM ELEVATION (RE) SHALL INDICATE THE ELEVATION THAT WATER WOULD ENTER A STRUCTURE OR THE TOP OF CASTING FOR SOLID LIDS. ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING 9• CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR. 10, NO BLASTING SHALL BE PERFORMED ON THIS SITE. 11. NO SEISMIC VIBRATING OPERATIONS WILL OCCUR ON THIS SITE. 12. SEE SHEET C802 FOR SANITARY DETAILS 13. STRUCTURES DEEPER THAN 4' MUST BE ACCESSIBLE WITH STEPS. 14. DEBRIS GUARD TO BE INSTALLED ON ALL OPEN ENDED INLETS. 15 ALL SEWER SHALL BE CLEANED AND TELEVISED AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED. 16. ALL BEEHIVE CASTINGS ON A 2'X2' BOX SHALL HAVE A SQUARE RISER WITH A ROUND HOLE. 17. THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS -BUILT DRAWINGS TO THE AGENCY TO CERTIFY THE ELEVATION AND SLOPE OF SANITARY SEWERS. SEWERS INSTALLED AT A GRADE LESS THAN REQUIRED BY THE AGENCY WILL NOT BE ACCEPTED. THE CONTRACTOR SHALL PROVIDE FOR PERIODIC AS -BUILT CHECKS ON THE SEWER DURING CONSTRUCTION TO ASSURE THAT DESIGN GRADE IS BEING MAINTAINED. 18, ALL SANITARY MANHOLE CASTINGS SHALL BE: NEENAH R-1642 OR EQUAL STAMPED "SANITARY SEWER" WITH CONCEALED PICK HOLES. REFER TO CITY OF CARMEL DETAILS. t9, THE CONNECTION OD THE PROPOSED SANITARY SEWER TO AN EXISTING STRUCTURE MUST BE DONE ACCORDING 0 THE FOLLOWING CONDITIONS: A.) REHABILITATE AND COAT THE ENTIRE INTERIOR OF THE MANHOLE WITH NON -SHRINK GROUT. B.) ONCE THE CORE HAS BEEN MADE. INSTALL A RUBBER BOOT. 40. CAUTION: LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOW ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (including but not limited to manholes, inlets, valves, and marks mode 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. PROFILE LEGEND :0 PRO. GRA ----------------- EXISTING GROUND 800 DATUM GRANULAR BACKFILL _ _I f t� ' C 0 Alma 865 CARRIER PIPE (8" PVC) 860 855 CASING SPACER 850 OSED I E 8051 STATION 4-0( 865 I STEEL CASING PIPE (18 -INCH) 0.282" MINIMUM THICKNESS 845 NOTE: -WOOD BLOCKING OR STAINLESS STEEL CASING SPACERS AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING (OR APPROVED EQUAL). BANDED TO PIPE AT 120' APART AND 7 FEET 840 ON CENTER TO PREVENT FLOTATION. y+5o STEEL CASING DETAIL NOT TO SCALE IScale: KnpwaliBlwgW. `"" Call��a 8 1-800-382-5 FOR CALLS IN IN INDIANA CALL TOLL FREE MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz DATE 08-02-2017 I ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE SANITARY SEWER PLAN AND PROFILES SHEET NUMBER Alma on V♦ 0 V, W _ C: N IN co � O s 0. U) X c: �- 0 W c� Z � .0 ��, C:.. o co O J-0 +� C •0 .� O cu PROJECT NO. 7027 ( DATE 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE SANITARY SEWER PLAN AND PROFILES SHEET NUMBER 6" MINIMUM FROM JOINT NEW C( A. •`` O c,%STEo?, No. 19300219 Q: STATE OF tv o''�Fss/ONA1L F-�407 NOTE: 6" MINIMUM MEASUREMENT MUST BE FROM LOWEST JOINT SEAM WHETHER ON THE INSIDE OR OUTSIDE OF THE STRUCTURE. NEW CORE DETAIL OPENING CLAY TOWNSHIP REGIONAL WASTE DISTRICT chneider NEW CORE DETAIL Date 12/06/06 File T:\6E\6366\001\DTGS\DET1 Q�\D Cl.'''�, p GIs TE'? �_ No. SANITARY MANHOLE DETAIL 19300219 10 . STATE OF �4' %��i�'n� /HDI AN �G�` ''�.,ss/ONAL CLAY TOWNSHIP REGIONAL WASTE DISTRICT falb H •CTRWD• Schneider MANHOLE DETAIL Date 12/06/06 File T:\6K\6366\001\DNGS\DETAU\IN-DTIS.Dlr( pN { I pW W CL4 ads EIC. -1 TIP.macho 110L8 ait A yD ttes+I oM mac. c >/le t""""I Syr Ew-w Z• t1Q-gj YO. 1'/w [1NamJ r til L=J SCALE 1:2 a aca d r MAM AIL aMlMY ON A A1P - 16 CA ANC t}EIa1C1 IM79rAI: NOT OaAY wD/ AOL A� 611! 350 g y STACIKINC DETAIL, flaft NO PMR r CS9 R-1772 a FRAME �°'t'I+e� raRFA rnzromwc t X06-ti-xa ZqPIIW- 1772200 TOP ( BENCI MINIMUM 1" TO 4" MAXIMUM FALL ACROSS MANHOLE. ! 4''''ii4 Q, No. -10 19300219 Or STATE OF Cv 12 Date 12/06/06 SECTION TERMINATION MANHOLE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT TERMINATION MANHOLE DETAIL File T:\6H\6366\001\DBGS\DETAUS\IN-DTIS.DlFG =r j j i� (D N 'CLEAN' BACKFILL MATERIAL FREE ROCKS ETC. LARGER THAN 6' OR OTHER EXTRANEOUS MANUFACTURER SELF ALING WA TI GH j WIDTH BY MORE THAN 1.0 FOOT NEENAH R-177 EAST JORDAN I 102271GS I 1022ZlPT CL N AREAS WITHIN 5' OF ROAD SURFACE, BACKFILL PER REQUIREMENTS OF INDIANA DEPARTMENT OF TNANSPRTATION AND COMPACT FILL TO 95% MODIFIED PROCTOR DENSITY. 1/2 D +12 'FOR SVC PIPE CASTING SHALL BE EITHER SELF-SEALING OR WATERTIGHT, (SEE PLAN & PROFILE SHEETS FOR CASTING TYPE). UDS Cow -ND" U"K% s r SHALL BE STAMPED 'SANITARY SEWER" AND HAVE CLOSED I_ 1/2 D PICKHOLES. FRAME SHALL BE SET ON DOUBLE ROW OF 1/2 ANUMIR GGREGATE \/ FILL12 MA794AL IS TO BE PLACED FROM 6 INCHES 811 -OW TO SEE FIRST LAYER KENT SEAL, OR SINGLE ROW OF 1- KENT SEAL (SEE iV tz k MANHOLE CASTING SCHEDULE). 1=> REt ED POC7�i5 Y t I ( `ova) ova) FLEXRIB INTERNAL CHIMNEY dV H SEAL OR APPROVED EQUAL SLOPE AWAY HAND TAMPED AND WALKED N. / ____1 I' ESI MW FINISH GRADE BACK PLASTER N xQ 24 PRECAST CONCRETE ADJUSTING RING DOUBLE ROW OF KENT SEAL d MANHOLE STEPS PER SPECS 4" MINIMUM FLAT SURFACE INTERIOR JOINTS AND LIFT HOLES ' SHALL BE SEALED WITH NON -SHRINK BUM RUBBER HATH GROUT PER SPECS, PLASTIC WRAP COVER L H MATSIAL• GST GRAY WN( ASAI A -4a CAW 355 6' 7015' 16' & OVER SET BARREL JOINTS WITH RUBBER TYPE GASKET T -SEAL. CROOK£ Av LID F040 "a PANT SHATf''OR OL-ReMANT T-CASW rF�ir. 117f o EQUAL TO ASTM C-443 AND ON DOUBLE ROW OF w at ) Ma Olm a8 (ao 270 N X2' KENT SEAL OR SINGLE ROW OF 1' KENT SEAL I 'w/N CONCXL m tww/ DETAIL LEi1EIRED RYA"t SCALE 1, g, ao�w W-17720123 IB MANHOLE REINF. PER ASTM SPECS L I �t Z PIPE DIA. PER PLAN & PROFILE C: •- BENCHWALL SHALL BE CLASS "B" CONC. SPRAYED BENCHWALL HEIGHT SHALL BE 80% OF PIPE DIA. BITUMINOUS i O o COATING OVER ENTIRE EXTERIOR SURFACE MANHOLE TO PIPE CONNECTION BOOTS, <C = INCLUDING LATERALS, SHALL BE PRESS -SEAL, U KOR-N-SEAL WITH STAINLESS STEEL WEDGE, r- M PROJECT NO. 7027 A-LOK CAST IN PLACE OR APPROVED EQUAL. REV. DATE ADDRESS TAC COMMENTS 2017-08-02 4'-0' 6' MIN. COMPACTED #8 STONE I.D. Q�\D Cl.'''�, p GIs TE'? �_ No. SANITARY MANHOLE DETAIL 19300219 10 . STATE OF �4' %��i�'n� /HDI AN �G�` ''�.,ss/ONAL CLAY TOWNSHIP REGIONAL WASTE DISTRICT falb H •CTRWD• Schneider MANHOLE DETAIL Date 12/06/06 File T:\6K\6366\001\DNGS\DETAU\IN-DTIS.Dlr( pN { I pW W CL4 ads EIC. -1 TIP.macho 110L8 ait A yD ttes+I oM mac. c >/le t""""I Syr Ew-w Z• t1Q-gj YO. 1'/w [1NamJ r til L=J SCALE 1:2 a aca d r MAM AIL aMlMY ON A A1P - 16 CA ANC t}EIa1C1 IM79rAI: NOT OaAY wD/ AOL A� 611! 350 g y STACIKINC DETAIL, flaft NO PMR r CS9 R-1772 a FRAME �°'t'I+e� raRFA rnzromwc t X06-ti-xa ZqPIIW- 1772200 TOP ( BENCI MINIMUM 1" TO 4" MAXIMUM FALL ACROSS MANHOLE. ! 4''''ii4 Q, No. -10 19300219 Or STATE OF Cv 12 Date 12/06/06 SECTION TERMINATION MANHOLE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT TERMINATION MANHOLE DETAIL File T:\6H\6366\001\DBGS\DETAUS\IN-DTIS.DlFG =r j j i� (D N 'CLEAN' BACKFILL MATERIAL FREE ROCKS ETC. LARGER THAN 6' OR OTHER EXTRANEOUS \ WIDTH BY MORE THAN 1.0 FOOT le cJ4' -y �• t;l tW�*t j CL N AREAS WITHIN 5' OF ROAD SURFACE, BACKFILL PER REQUIREMENTS OF INDIANA DEPARTMENT OF TNANSPRTATION AND COMPACT FILL TO 95% MODIFIED PROCTOR DENSITY. 1/2 D +12 'FOR SVC PIPE \\�\� Cow -ND" U"K% s r cn I_ 1/2 D /N _ ^ ANUMIR GGREGATE \/ FILL12 MA794AL IS TO BE PLACED FROM 6 INCHES 811 -OW TO SEE FIRST LAYER �\ iV tz k 1=> REt ED POC7�i5 Y t I ( `ova) ova) dV H g 1 21/3 t( Zw4 LID. 8 r LFII Mw 3/M' ta"I MR= HAND TAMPED AND WALKED N. 12 STONE AS REQUIRED BY ENGINEER FOR UNSTABLE SOIL CONDITIONS DEPTH TO I' ESI MW �� (BELL HOLE EXCAVATED) aa_ 10 SEWER AS d m� L�tS'+I PER CONSTRUCTION PLANS ICU FIRST LAYER BEDDING TABLE Z ♦-0C [mm) MM ALL 060404 ARE 9HO%N M OMM AND DA"W1 plpE SIZE A 6 L H MATSIAL• GST GRAY WN( ASAI A -4a CAW 355 6' 7015' 16' & OVER ,—j T -SEAL. CROOK£ Av LID F040 "a PANT SHATf''OR OL-ReMANT T-CASW rF�ir. 117f o w at ) Ma Olm a8 (ao 270 T—SEAL R-1772 LID FIT I 'w/N CONCXL m tww/ DETAIL LEi1EIRED RYA"t SCALE 1, g, ao�w W-17720123 IB 18' AND GREATER D + 24' D 18' L I �t Z W 'O C: •- I O0"`1\D A. CZ , 40'Ir �. o No. -0 19300219 p STATE OF 4- 0'n /!yDtANP �� 18' MINIMUM FROM OUTER EDGE OF RESILIENT CONNECTORS. Ems% NOTE: IF SEPARATION IS LESS / THAN 18', THEN ADDITIONAL / REINFORCEMENT (REBAR OR FLOW MESH AREA) SHALL BE NECESSARY BY EEASED ASD MED off NOTE: IF MANHOLE HAS ONLY ONE INFLUENT PIPE WHICH IS APPROXIMATELY 90 DEGREES TO EFFLUENT PIPE, THEN CONTRACTOR SHALL MAINTAIN A CHANNEL WITH A RADIUS HAVING THE SAME WIDTH AS THE INFLUENT PIPE. BENCHWALL DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT �- •CTRWD• Schneider BENCHWALL DETAIL A Date 12/06/06 File T:\6E\6366\001\DTGS\DETAUS\1N-DSI TRENCH BOX OR OTHER (OSHA -}� AT TOP OF EXCAVATION ACCEPTABLE TRENCH SAFETY SYSTEM \ V\D A C! � ° qq�� SANITARY SEWER TRENCHING, OP�GIsreRFp� N BEDDING AND BACKFILL DETAIL 19300219 STATE OF w� �HD CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER BEDDING AND •CTRWD- Schneider BACKFILL DETAIL Date 12/06/06 File T:\6E\63N\001\D1rGS\DET0S\1N-F KAIII"% iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillIllI NVISI TD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz V`O QS- OXA GONE DATE 07-12-2017 j TRENCH WIDTH SHALL NOT EXCEED BOX 'CLEAN' BACKFILL MATERIAL FREE ROCKS ETC. LARGER THAN 6' OR OTHER EXTRANEOUS \ WIDTH BY MORE THAN 1.0 FOOT MATERL (COMPACT TO PREVENT SETTLEMENT). CL N AREAS WITHIN 5' OF ROAD SURFACE, BACKFILL PER REQUIREMENTS OF INDIANA DEPARTMENT OF TNANSPRTATION AND COMPACT FILL TO 95% MODIFIED PROCTOR DENSITY. 1/2 D +12 'FOR SVC PIPE \\�\� 1FOR D r .o v) CRUM STONE OR NUMBER 8 FRACTURED FACE 1/2 D /N D ANUMIR GGREGATE \/ FILL12 MA794AL IS TO BE PLACED FROM 6 INCHES 811 -OW TO SEE FIRST LAYER �\ IES PSE THE TRENCH SHOULD BE A ON" OF 18 DUES WIDE, SHOVEL SLICED, HAIR TAMPED AND WALKED IN. BEDDING TABLE BELOW C0 NB CRUM STONE SHOVEL SLICED, HAND TAMPED AND WALKED N. 12 STONE AS REQUIRED BY ENGINEER FOR UNSTABLE SOIL CONDITIONS DEPTH TO �� (BELL HOLE EXCAVATED) - STARE GROUND PER ENGINEER 10 SEWER AS O w PER CONSTRUCTION PLANS ICU FIRST LAYER BEDDING TABLE Z ♦-0C plpE SIZE A 6 i PIPE SI2E 6' 7015' 16' & OVER � .cu o J 270 M' TO 1 3- 2-6 BEDDING BELOW THE PIPE NG EL AND BELL MINIMUM = 6' MINIMUM = 10' 18' AND GREATER D + 24' D 18' V\D A C! � ° qq�� SANITARY SEWER TRENCHING, OP�GIsreRFp� N BEDDING AND BACKFILL DETAIL 19300219 STATE OF w� �HD CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER BEDDING AND •CTRWD- Schneider BACKFILL DETAIL Date 12/06/06 File T:\6E\63N\001\D1rGS\DET0S\1N-F KAIII"% iiiiiiiiiiiiiiiiiiiiiillillillillillillilliillillillilliillillillillIllI NVISI TD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way I 930 North Meridian Fort Wayne, IN 46804 Indianapolis, IN 46204 260.432.9337 317.917.1190 www.msktd.com • Cripe Architecture + Interiors I Engineering I Survey Energy + Facilities I Equipment Planning I Real Estate 3939 PRIORITY WAY SOUTH DRIVE, SUITE 200 INDIANAPOLIS, IN 46240 317.844.6777 FAX 317.706.6451 E -Mail cripe@cripe.biz V`O QS- OXA GONE DATE 07-12-2017 SET DESCRIPTION BID SET SHEET TITLE SANITARY DETAILS SHEET NUMBER C8�02 I I M CL C: V♦ 4 .o v) }, a) C:CU N C0 O x 10 O w CU ICU Z ♦-0C i o � .cu o J 270 Z W 'O C: •- O o V/ E CU <C = U PROJECT NO. 7027 I DATE 07-12-2017 REV. DATE ADDRESS TAC COMMENTS 2017-08-02 SET DESCRIPTION BID SET SHEET TITLE SANITARY DETAILS SHEET NUMBER C8�02 I I