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05080006 Civil Construction Plans Rcv. 11/17/2005 DOCS
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ELEVATION ESTABLISHED BY GPS EQUIPMENT FROM ` -S �� °t�:. �_� may: Q •.. ,W__--- n?rr . _. _ - _ - - i -- - x^+-:: i4- - -... . - =•,,c- - - -_ - - -�s- .. - a.^�'.x-_ -"r,s- _ . -_ "�Y�.-. ...__ - ,,,e•., -.,,o , 7 . . 6 5 4 3 . . / Lai (1)i �i �M MOM 3 0 � I . w. 0 ,o V E C o o -j- 0 () . 0 1 I\ 0 . � o 0 N L 0 11q_ Ln 'Cn o -0 oc 0 , . N _&D i C_ Q) o U 10 N ' 0 U a� Cn N 0 o / N I o / Ln t\ O O N >n 3 Ln �a oN 0 U CD z u) L� o ,_ o I :D � U� QO _j J0Q 10 i a g I o , 7 5 / I 1 C; (0 CONSTRUCTION LIMITS 1 0. r 7 1 --T- 'j�-°. - _,�aa -:c. +i••c�a � -=.,s; �Z.�:.al�.i•'�a� �i >Q�. c sue. w. --o- �I�Iw.•a•ra�soo� 5 .; -SIDE• SETBACK :1.ro n P ► 10 w l l{ I ► round .0 LLJ , -,300- 10 { {{ I rJ< 00 f < I �, ill , � • .. LLJ I . ll 0 o I �> LIJ 1 { {� I -- R3.0 2.00 9.00 CD 0 V) � - - o N � 1 --- 10 { { ;� : 3 18 r R3.0 2. p 9. 'irlw� *00 3"T 5 0 E I I I i -�. _ r _ 10 t' l: •� ,, 6 11.9 2 .0 2 0, 0 5 g I{a 6 0 r D 4 1/2 RObj 1 15 OLD L-- O I 19 .- I , I < IZI I I{ 5.5 { I 13 5.00 ll I� 20'06) { {{ ' \; RROPOE 2�- S�i zaY OFFICE FiCE BUILDING 10 20.0 a II �, -r-, 40 00 ' . ♦� �Z 6400 .� ���aEI -� FLaoRS} o ; 1{ 7 I F.� 48 _ = R3.0 2.00 9.( : I L_ 8, ,x.50 21 0E51 9 9 -- 13 6. < ! �, e i t 10 A r 6 ( I 2. 0 G I . i e Foun 9.00 _ R3.0 I �'� I:•._• 4 66, O � � .�- I, ---� -- 0. 0 0 oil I 2 00 ! { I CL lop Z. CIO 2 7.0 l,; ? i ` r 10 �X { TING - SS RY O- ICE BUILDING D1 00 , _- Q.• r' i 6400 cr- t "BO I H FLOORS) • I a - {� F17 �, , R3.0 2.00 � � I g QX � I I I I`- I Stat I� II c ;�:, th Edge Of. r 1 e Place ut Orr • ,� i .0 1 Le co Drain E asi ° Q rney,t � (� + 5 2400 6 + as ) I j \ _� -- a. s.. d -�`-- -4. a I R3.0 2 _ R3. U - -` � - ' � - --T �- , . V ♦� / � t .. • 111 /// { �x stln Par ng 5p Ces i ♦ J 10 1. ro 27.0 6 -) L �I ( 18 Ic TA A2 I ` .,C NSTR��CTI.0N LIFT.. S � 0 L C - 20:.00 I ♦� x 1, ^ t`� T H 24 LE =: 3 w �, !" �'v T SETBACK 1L^ j� 2 \ I���" o' \�•` I LJ IY� - - . . 00. 1 o U 1 I l --- �• - _-�-'i�s asp . c '_ -+ \� ..\ '�`- G P- - r •G.� _r�I �,s { I < �.a+�d i F- S..:,• a _ - `IA °' - 1i 55 S � • a , _ a ;• a Q • I • . �• i �• .. - • ae n � .wr•7 `4, - 1 I + •• .ao• I - - 'G • .: • I•. I <\ 6 , - 10541 � STre.ef 30 R �W No w •12 _, _ _ - - - - - - - - - -- , - - - - - -- - - -- -- - - R 25.00 40 18' r S��'�( 1 tt eJ l �_ ! r i! i i yr r 1 Secflort f �, ! r�_ ,+C� N0 h, Range 3 EGS` (PK� Nall 0'-' - - - _•a.s:�- C'i.�xa.1 =_.z� ' -a.��r -...m '� •r `��... --. 3 5:- iz.:�s. �:�i">..�+tii�i .- - _ _ _ _ _ _ _ 5 180.9' (P) Qj v 11511 .8' (F) Q O V/ o• :i V Z , i 4 i V 3 2 GENERAL NOTESe Qj 1 } THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS i ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. /10 2 IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE - PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) 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. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET- IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL (B)=N89056940 99W I ; THROUGHOUT THIS PROJECT. 27.52' % 8) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND (B) � PLATS FOR EXACT C INFORMATION. 1PS 10 ANY FIELD TILES ENCOUNTERED DURING' EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 11) THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT. v ' / 12) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE 1 FOOT ABOVE THE TOP OF CASTING OF THE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 2S ' 13) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 14) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND i SIGNAGE SPECIFICATIONS. DO NOT STAKE BUILDING FROM THESE PLANS. 15} COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF AD C== ® / JOINING WORK AND % COORDINATE AS REQUIRED. 16) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE .L I PS , (3) FEET. = 2 - PLAN NOTES: N-1 LEGEND - 6 f; 1 ASPHALT PAVING - FHE EXIST. FIRE HYDRANT 2 TAPER CURB TO MATCH EXISTING PAVEMENT WITHIN 3' w w v - - j / UVM � � DQ - EXIST. WATER METER /VALVE / � 20 C) = EXIST. SIGN HEAVY DUTY CONCRETE PAVING WITH 1 CHAMFERED - CORNERS O - EXIST. MONITOR WELL �, \ \` i • PKF EXIST. IRON PIN .& OR PK (SET /FOUND) CURB TO MATCH EXISTING - �., ��' `♦ ! ®c - EXIST. GAS METER .� \ \`5 CONCRETE CURB & SIDEWALK, REFER TO ARCHITECTURAL 4 = EXIST. GAS VALVE DRAWINGS - - �? EXIST STORM INLET O / / � CURVE DATA R= 39861.72' LENGTH = 340.50' .25.00 X25' GRANT OF RIGHT -OF -WAY AREA 4 - E .00. PER INSTRUMENT 9909914302 1 / FILED FOR RECORD IN HAMILTON I' Ge � ��-- ; � L N COUNTY, INDIANA ON 03/05/1999. ° <: .20 2 AG(.L z MEN T' 61? a\ a 41 6 < i 6 Speed Lr "mgt Sian 25.0 ; f G I /` I top Sign 0o remain in place at all times.) 5.. reet Sign i J% 0 6 5 4 6 CONCRETE SIDEWALK = EXIST. STORM /SAN./TELE. MANHOLE Q EM ® E ( = EXIST. ELECTRIC METER (:D MATCH EXISTING SIDEWALK { .�( = EXIST. POWER POLE POWER POLE w LIGHT 8 HANDICAP PARKING SIGN. 1 VAN ACCESS ( IBLE REQUIRED) QA,c 1 = EXIST. GUY ANCHOR . T. Ped.0 0 = EXIST. TELEPHONE PEDESTAL 9 PAINTED WHITE 4" PARKING LINES tic = HVAC UNIT 10 6" CONCRETE CURB: SEE DETAIL ON SHEET c201 c0 a = EXIST. CLEANOUT 0 LIMB = MAILBOX 11 PAINTED HANDICAP PARKING SYMBOL; WHITE WITH BLUE . = EXIST. LIGHT BACKGROUND. O goy = EXIST. BOLLARD 12 MATCH EXISTING PAVEMENT -- - EXIST. SANITARY SEWER LINE 13 GENERAL CONTRACTOR TO PROVIDE 6" MIN. APPROVED = EXIST. STORM SEWER LINE TOPSOIL BETWEEN BUILDING AND SIDEWALK. COORDINATE 8 = EXIST. CONTOURS W /ARCHITECTURAL DRAWINGS = CONCRETE END SECTION (C.E.S.) 14 TRASH ENCLOSURE, COORDINATE WITH ARCHITECTURAL Q GP = GATE POST DRAWINGS m = TRANSFORMER 15 STOP SIGN - - - - RIGHT -OF -WAY LINE o � - PROPOSED SANITARY SEWER LINE 16 CONCRETE APRON AROUND STORM DRAINAGE INLET E O = PROPOSED T R S 0 M SEWER LINE 17 PROPOSED LIGHT STM = PROPOSED HDPE ROOF DRAIN 318 - PROPOSED DRAINAGE STRUCTURES � = PROPOSED PIPE BOLLARD 19 SERPENTINE BIKE RACK (3 LOOP - HOLDS 5 BIKES) O Ono = PROPOSED MANHOLE SHEET NO. = PROPOSED CONTOURS 2 -3/8" O.D. SCHEDULE 40 STRUCTURAL STEEL FRAME TO 894.50 = PROPOSED HAVE SURFACE MOUNT INSTALLATION.- COLOR TO BE ELEVATION DETERMINED AND PER MANUFACTURER'S STANDARD COLORS. = DRAINAGE FLOW ARROW CONTRACTOR TO SUBMIT CUT SHEET TO ARCHITECT FOR W = WATER LINE APPROVAL G = GAS LINE 20 "CHAIR- BACK" CURB TO BE USED WITHIN RIGHT -OF -WAY. F.F.E. = FINISH FLOOR ELEVATION REFER TO HAMILTON COUNTY DETAIL C -4. TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) 21 BUILDING DIMENSIONS TO EXTERIOR WALL. REFER TO RCP = REINFORCED CONCRETE PIPE ARCHITECTURAL DRA'W'INGS. CMP - CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE 22 CONCRETE WALK FLUSH WITH PAVEMENT. STR. = STRUCTURE 23 � ADA ACCESSIBLE RAMP, M. E. . G _ MATCH EXISTING GRADE SSD = SUB - SURFACE DRAINAGE 24 RIGHT -OF -WAY PAVING; SEE DETAIL ON SHEET X201 TOC = TOP OF CURB GUT - GUTTER OUL - OVERHEAD UTILITY LINE - PARKING SUMMARY- PARKING REQUIREMENT:. OFFICE - 1 SPACE PER 1000 sq.ft. OFFICE 3200 sq.ft. PER FLOOR NEW OFFICE WILL BE CONNECTED TO EXISTING OFFICE WITH A 1,200 sq.ft. ATRIUM. EXISTING OFFICE. = 6,400 sq.ft. PROPOSED OFFICE = 6,400 + 1,200sq.ft. TOTAL OFFICE = 14,000 sq.ft. / 1000 sq.ft. = 14 SPACES TOTAL SPACES REQUIRED = 14 PARKING PROVIDED: 28 EXISTING SPACES. (PAINTED) 1 EXISTING HANDICAP SPACE 40 PROPOSED SPACES 67 - STANDARD SPACES 2 - HANDICAP SPACES (1 EX, 1 PROPOSED) 69 -TOTAL SPACES 3 • 0 10 1 , T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE Call 1-800-382-5544 2 WORKING DAYS BEFORE YOU DIG. ITS THE W INDIANA UNDERGROUND PROTECTION SERVICE. INC. CAUTI 0 N ! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES,, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) 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 ROVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY M O LEY" _ 1 -800- 382 -5544 © � ' C � `o � H goo u u W ��kn E-+ 00 00 4T �� CS 00 u M M x w a U w� A z a 0 >04 .7 W a o r� 00 A � � x O ., W U� - � H � z O � W z t O 5 ° U ®D O o L9:1 n Z O � � Q � -� � 0 F ¢ w w -Y o C14 z z x 0r 0 o o c� o ul e. E w 0 LO W C x d a� oC) 0)o Q 1 cn . 0 0 C) 0 0 C) ul 0 w Y U C1 f V) w z M w �o U � ° W zooC) wcy- Ir- S N1 ,VN NO. 0200392 -o STATE OF AND t ANP •,��� AS � -- S � � ��� ``��• TONAL .1co 1�9-lb JAMES K. SHINNEMAN P.E. 10200392 PROJECT N0. w05.0417 0 C Q C 0 0 _N I W L d o � C E O U o a SHEET NO. PROJECT N0. w05.0417 I . i ------' t \\. Inlet _�_� � I, . . F1 Eel U M v 0 O M O . U � E En c- c � o ,n ' . U) D Q) I . - O `'- ° I N 0 1 o � ' �a O s` a o _� o0 �� z0) �� U �- �- viii �_D1_� U>_ QO _jJ COO- 9 T 1 I : - .e,.. -��tt .l �' :i� _.� .. __•a n_'t s - .. 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I -� '. 4 - ; .1. 5 ,,� , I. 11 I� 8 -r3.69 .x x X X � i I Q �- - 4 43.9 ,1, ,. •. - - � 84 70 II 843.72 84 x.50 1.73 843.45 �, t :I „� 843.9 3.45 • t . ; .5� .� 184��.1_� 843.2x. 1 43.42 , . = , _. � . . . _ _ ti 843 09 / I o I , - 842.95 4 „ ° 44.6 :'i STR 7�, }4 : STM STR 703 843.4fi j 2`. 5 , ,' ;� 841 79 I '_9i�' HVE INLET X BEEHIVE INLET '� -� ,��. / � _ � 1.;.� -- , R 1 W III / T� 843.87 1 843.72 E 84 •68 / x \ . ;� / /� Q- . II 4, I s - - -1- _/ I / I I I , , s 1 �,_I .( . ,� , ('� EENAN R --4342 I 842.07 I s ;4 ,� 843.22 843.18 \ x/ / 4j � .II , 8 .44 f 1 :..- = $yiI3.U-0 � C =843:50 �, 43.E 3 o 843.89 �'� J, x _ 1�� j- • _ \ / / .3fi / _ iN-- 839:5 8 , .73 I$44.,8 ��3- :} -- 839.5 _! - _ _^! __ c . �_ °ll�' - @�1 Ti?C- a °1° „ Y 8 4.. 8 6 e /) i �1�1 '1 , R ` bF a / f I I � ----- 63 (, '\ �4. -z. 711Y CF3i - RCP @ 1.00% . 84347 t �v ,� 844. 4 . x 842.85 84 •03 :- STM STR 7 _. 02 I _ r1�4� 7 � �. ' .. - 43.11 _Z].5 � 842 97 ' . / � i i644 I ��ti :� .- �_ -•'t� ' Y' .f a •o • V 2 84 • • CURB ��` �TJ.96 {{ j ; ° a JS $4' S3 a =8. U B I I.,.ET CASTING NMSIIIIIIIIIIIIIIIIIIi I , I 1,� 1 .�_.. I "," . _.� _ � � � � 4 .. / - 43.02 , � / „ . I II . ..., I , ;' , I _ ;'. ti11/ 84 MH I I, - = � �. 42.3.E f , � Pi !I, �-�4 _ ._ y ` .. _ /� ,-I" of n a1 a 8 2.21 8•+ 5 \ NEENAH R- 3286 -8V } , I , r..� �.f ('"�� 8., HDPE RO O 8 2.79 . 1 : �/ J�. e , � 9 iDi - F i0V1 r.� rJ7 URAIIV .010 \ _-- ._ i 841.80 4 _ 9 TC 842.80 1,11 I �� _ "`T,;-� ��� , 3. SO IDx �,CASJNNG 8 ,� �� 8 z.�� L�;AIId I - MIN i _ I .� GUT 842.10 I II A I � ! .: 845.,0 844.1 ;� :_ , II I NCI 2$� 845.00 843 65. C� ,, I �/ Y 8-2. / INV SW= 836.50 i I► F I,POSED 2 -� I �� r �� F �2 84 . , - I - Z .. , IC� BUILDING �� 3 �.� NV E =8 -1 'T ,P n 8 / 8 Z_ I E JS.aO . I III x � � ` ` 4 0 c s� ' ' �' - -0_ - - ' \ \ C 84 v •• - INV W - �-. � 6 G `I`I* I. 01.S} 843.29 843 25 -- 838.0© r I i'y E '---� 0 °�. 842.0 / M .I.sL1� I �✓ _ �, ; 845.50 842.79 842.75 . - �. ' I SUMP - 834.50 I . .i r I I I -, FI E 84' . ;.a - - 845.0©. .. _ - / - - - _ K - 44. .1 x 844.50 -- - / . 11+ I X - �-�--Y ; , . - -,. F I X 8 3.22 . I I _ � 4_:, - 843.4 I 4'.6;: _� \ 843. SOL ID RISER CSTING / . 1 _ / '� �. z - . -- . . / . 841.50 1 �, � . _ , 11 A g 843.7© x 42.9 / I � 1.11 z r[Z7- e* �, _ _ 8 fi 11 `. ?. Y mot- t .-. � R � 843.3 ° • • ``� _ _ _ . 8 843.2 `842.46 y_ SS . - I r \ i = ; . 844.40 MEG 4 - 8�3. / Inlet ;{ n'f r�, 845.50 x ° -? I _ I I 8 .. r 4 I ''- ` ��-?� ; \ 843.60 84- 4 443.9 a i 84� I� V I , ';', �. 44 43.2 843.32 I 184 53 �: , J 7 M i I I . `�" .�' F 844.08 �-- -_ SL:a - 430�%� � l55.7 84 .37 -- l I ;;<, .. 4 .4 1 - :� 84 .32. , ,, :. 1 .� a 84 .3. 4 84 ' ` 84 5 �� STM STR L705 34 r, .44. J7 X 54- . .2 . I I 1, _ �' 844.3 . 843.3 28 8� • 9 ; .111, I jI J ! ��'; -- >.,4 "�:. /> .844.76 ° . 44.5 x % x I BEEHIVE INLET #I -.,�,_ �� r,�4.,4 -. 8 843 3 8'1. O ; r , 1 s :� :_ .,._ z �� - - = 4: � 8 2. 9 C, N EENAH R --4342 �- U .61 `" / 7 84 .;_;I _ _;: 8 �9 -4 84 .0 r TC =84 I.50 . 2 , - --1 ; il .�:_ . . 844.6 P� EG -� - -; fa r �' a I .,' '- - 3 / . I I� /- M H IM�G .., / ;� / IN V=838.22 MEG \ : ; -� _ - +� 11 ' , I- 84 .�5 / ' , 842. �� -I 84 ,. - III I - � \ 843 30 11 •I1 I, IJ ��C��TING 2_SIC;� '�I';-1'..�� BUiLD,ING . t 84 40 :• � r . . 3 I I I � i r c 'i I •34 844.1'6 : '� / -� _ 6400 S1 lB01 F�C�I�S} . . -� I 11 I ; i ! I'-- , 'r- - u) 844.6 9 .\ 8 .19 1 - I, I I I°!- E 8.6�5K I -� \ / 842, 0 / . Inlet ! ` J o :.,: . . - :�- I `' I III \� 844.50 844.50 �� OF 12 RCP 1.00 >,I 1 aX l 2. �. . ` I .I P'-- j\! r EdC�e O � ��nM' P101- e Statutory w . / 844.00 844.00 ! 1 - ._. 2• � ` 143 OF 48 HDPE I I II .% �{ ' ��: �rol� :;`?? •. x TORM SEWER M 1 I 1__L ..4 59 844.80 , / 2. 5 I ,s 845.00 44 I �; a % 115 OF 48 HDPE STORM . I I , �, , . I .1 3. 3. 16 '_ ' . / 8 3 S © SE1�ltR �/ 0 . . I I r- - I,IEJ �j e - --- : _ <_ MEG \ 844.50 843. 8 / }/ _ FYI G e - _ �� - a• 4.a Q. �. ° a a • t I /- .. o / , . I LI `� ' �__._- -�Y' _ - -� I ' �_ �_: - . . o ' a.., 845.20 ] ELOCATED ri, `�; ----- ��-T- -- 4. / RA! NAGS I I It a - -- 3- _ -_��, ST STR fi01 .. 0 4 1 � �{ �j _ : ; , N 1111 / WALE 11 ON TR ��T.: , LI :,�,, . � , - \ S 1 X 7 OX '� 1 I I ! i Z, / /. be °z 2 C C � f \ ? / � NEE AH R / ,:72 CA TINGS \`" g ` , - I ���// i „ • . �� T . I I ac 1 _ s +. 1 ,. �` - . I I I �_��L. . \ `7 TC 84 .00 . � I I 1 .� I 1 / , / / . - / s r / . w INV NE '8.3.6 84.5 , 1. 1 - I INV SW= 8�6.�0 \. 1 184 . I \\ �. , x \�� ?< INV S= $40.50 843:0 Seed Limit SI . 1 - 4 I� I. -- I 6 ORIFICE - / 8 8C ! 8� ' .1 \ 842.96 . . . I I' .. I 4 9 . 1 Hv; :inlet. : ' .... .: • . 1844.10 / . I . I B . I a I I ., , . 4 / I I . I TC .• , Z_ L _ . . . ., 844.E 0 f �: I t�t.;I'J I,� �" `1,jN LIr ZITS �: \ I _ r V 5 4 1 a 3, :�_� s� _ _� \mss �:- - . _ \- ; • OF 12 PVC 1 16 Iz I 1 8 56 . I I -, \ . .. .. Sump. 8�.8. I , r---- - \ A , » • ' to Stn 1 . r �. \ �; , s I OF PVC p� 843.7 '� 9 `� , \; �I;�_ _� .. - Y EG�� To remain1acel . \\ w \\ ti � r may- \ '* 1 v . \` v* .w.- P \ . \: - f 4- r . 1 / l.J 1 - l 1 .. %1 843.38 , ,� eet 3 5 / . -1 I . 7 11 Storm M H \ ;./ _ ��, cll� t - -:}-- -- -- �- / 843 -� 4 25 -�- 843.30 x \ 1 3 8 6 • • i ° C C j ° I • •. / a I a -/ V 4 `'1 1 LJ \ .,. 1,:�� TC. 84 a . . c i1� �• r a 8 843140 �r.' • V . - ...c -r�' i- }lo. ,,4• Q 18- . �: d - e I: 43: 6 i F :4 . \ , \\\x N. Inv 839.0 .. -- ��_ ___ 4 . E. Jnv. 83 j _ _ 2 =-- __ . 43:35 4 .54 - E _/ , . __ - 7= _ -- -�s-?� _ wry 4 11 _ \, ' ��^ _ /) \ 8 4 �.. �,3 . I "s: x�- _. __�a - r . , -�..:.- T av .. -. 'mow -3- ..I ?r �G i! - _ �- - • _ - - _ _ _ - _ 1 _ ` 8 4 3 . 8 4. ,� r,. _ �� 84✓._?6 43. _ 1 .�� , ;� . �4.� 0 8 �J 842.�z . I . . ( . � _ - MEG 4 . 15 ,I. . � ti �--� 4 2 . - � � 8 42.19 . 1 . � . . . I � . . I - .. �. -_ - - - - - -- - _ - -_--_ _ . . .. .. _ -_ . - -� :� r _ - -_ - _(1A . I I . - . . - I �_ - . . . - ___ ___ I . . - - - - --- - --- _ _ _ ; . . - -' - -- -.__ -- _ _.- - , . . . , I . . .. . � .� . I I . . -- . I I . . . � I .1 • , - - - ! 8 44.19_ / �` - _ -- - =�=- _ --,4 I -- 8- -06-- . 4 R = 8 .83 � 4 77 844.22 X1-4.40 x X 8.44. CAS. 844.12 844.49 844. 0 / X j 844.31. 844.31 r . .. S t o r m I`Yj1 H % I. - . STS sTR 7oa _ _ ' 8 4.4. 8 / - - '60" MANHOLE T� . _ -) r� I La ry M H L. ! I j UU. ►n�, . X334.33 TC 844.1 1 I / - TC =8.44:00. I INV SE= 36.40 - E. nv. 832.33 Inv. 823.3 % I!- 6 ICJ' N- 836.40 I� E. I n 832. 8 . . . NW Inv' 836.98 We] . iriv NW= 840.5© (EMERGENCY SPILLWAY) : i . ' I I. I . I 1I -1 I I . SUMP = 834.40 2 NEW Ii�IV t�W-- 836.00 -- ° - - - - - - - _ a -y.e�c . _ -f+_ ..r .•..,.3q . _ +!.-.= - _;.ems - •` ; .:y.F �s- -.c-, - - - . -= a*9. -' +• -�ws m._ =- sw....- -..ter �sr w.. - - - �m.m � -.` _t �� -_. ., ,;..-a..... -.� -' Z .- - --- :1 -Ie�� a - �- - -- - r. i3.�:..:'..sw 6w. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - i 7 /` -- q- 1 8 . I . . . 11. . . . o 4 . . _I . . . - - I . . I .. . GENERAL GRADING NOTES0 . I 1. REFER TO THE INDIANA DEPARTMENT OF TRANSPORTATION ( INDOT) STANDARD SPECIFICATIONS, 1995 EDITION, FOR BASIC MATERIALS AND CONSTRUCTION METHODS. THE SECTIONS BELOW FOR VARIOUS ITEMS ARE TO CLARIFY THE INTENT OF THE REQUIREMENTS FOR THIS PROJECT. PLEASE NOTE THAT OTHER SECTIONS OF THE INDOT STANDARD SPECIFICATIONS MAY ALSO BE APPLICABLE. 2. FILL MATERIAL SHALL CONSIST OF EARTH OBTAINED FROM CUT AREAS, BORROW PITS OR OTHER APPROVED SOURCES. EARTH SHALL BE FREE FROM ORGANIC MATTER AND OTHER DELETERIOUS SUBSTANCES AND LARGE ROCKS. THE FILL MATERIAL SHALL .13E PLACED IN LAYERS NOT TO EXCEED SIX INCHES FOLLOWING COMPACTION, PROPER MOISTURE CONTENT OF FILL MATERIAL WILL BE SUCH TO ACHIEVE SPECIFIED COMPACTION DENSITY. ALL FILL BENEATH PAVED AREAS, FLOOR SLABS AND FUTURE BUILDINGS SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY PER ASTM D -1557. FIELD COMPACTING TEST SHALL BE RUN ON EACH LIFT, IN FILL SECTIONS, AND THE REQUIRED COMPACTION ON EACH LIFT SHALL BE IN ACCORDANCE WITH INDOT SECTION 211. 3. MAXIMUM LAWN SLOPE IS 3:1. I . 4. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO LOCATE MAINS, CONDUITS, SERVICE LINES, ETC. IN THE AFFECTED CONSTRUCTION AREA. EXISTING UTILITY STRUCTURES ARE SHOWN HERE IN ACCORDANCE WITH AVAILABLE INFORMATION. THE LOCATION AND PROTECTION OF UTILITY STRUCTURES, THEIR SUPPORT AND MAINTENANCE DURING CONSTRUCTION (IN COOPERATION WITH APPLICABLE UTILITY COMPANY) IS THE EXPRESSED RESPONSIBILITY OF THE CONTRACTOR. 5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE. 6. COMPACTED "B" BORROW BACK FILL REQ'D. OVER ALL UTILITIES IN PAVED AREAS. 7. ALL GRADES AT BOUNDARY SHALL MEET EXISTING. 8. ANY PART OF SANITARY OR STORM SEWER TRENCHES RUNNING UNDER OR WITHIN 5' OF PAVEMENT TO BE BACKFILLED WITH GRANULAR MATERIAL. 9. ALL CONSTRUCTION ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH O.S.H.A. STANDARDS FOR WORKER SAFETY. 10. THE CONTRACTOR SHALL CONFIRM ALL EARTHWORK QUANTITIES PRIOR TO THE START OF CONSTRUCTION. IF AN EXCESS OR SHORTAGE OF EARTH 1S ENCOUNTERED, THE CONTRACTOR SHALL CONFIRM WITH THE OWNER AND ENGINEER THE REQUIREMENTS FOR STOCKPILING, REMOVAL OR IMPORTING OF EARTH. . 11. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS AFTER INSTALLATION. CONTRACTOR TO TEST FOR AND CORRECT ANY PONDING CONDITIONS. 12. VERTICAL CURVES, WITH A MINIMUM LENGTH OF 50', SHALL BE USED WHERE POSSIBLE BETWEEN VERTICAL CHANGES IN DIRECTION (SLOPE) TO ALLOW FOR POSITIVE DRAINAGE AND SMOOTH TRANSITIONS. �ENGH�R O IRON PIN WITH CAP MARKED "WEIHE ENGR 0012" SET FLUSH. ELEVATION .ESTABLISHED BY GPS EQUIPMENT FROM USC &GS. BENCHMARK G99. ELEVATION 843.04 (NGVD 29). LEGEND AREA OF IMPERVIOUS SURFACES 11 EXISTING PERVIOUS AREA =0.53 ac EXISTING IMPERVIOUS AREA =0.35 ac. PROPOSED PERVIOUS AREA =0.29 ac. PROPOSED IMPERVIOUS AREA =0.89 ac. POSITIVE DRAINAGE WILL BE MAINTAINED FOR THIS SITE. NO "BIRDBATHS" OF MORE THAN 1/8 1) IN DEPTH SHALL BE PERMITTED. ANY AREAS THAT HOLD WATER -MORE THAN 1 /8" DEEP SHALL BE CUT OUT AND CORRECTED TO POSITIVE DRAINAGE AT NO COST TO THE OWNER/ DEVELOPER/ OR ENGINEER. � O Lr) � � N � C N CO � � 00 II .-- � a 00 . � "t 00 00 842 I - , I f I PAVEMENT 0 1 i I I con ! t_ �__ I o, !. j 840 Y I �,�-I_ �� _<__ ! IW IG o1� _ I W �_j L _i - - -_ 1w Y0'� � w Q #> 1 Q �il0 839 a_ [I- Cn y .Q• �, I� I Q 0.06-01 12.0 23.0 30.0 38.0 46.0 Horz. Scale 1 " = 30' 5 11 22 29 .37 46 X -SEC A -A Horz. Scale 1 " = 30' . 0 n 0 -14 � t 00 N N ``3 N 00 00 c 00 = EXIST. WATER METER /VALVE 0 _�_44.0 Q = EXIST. MONITOR WELL I \ ;� ! I ; PAVEMENT + C co O 0 O O 00 -I- -It C14 V V INy 1N V V Cti � N co j o0 00 _ � oa o0 00 843.0 I II I >� 840.0 , Ac I = HVAC UNIT 1 I I - 5 11 22 29 .37 46 ; I I 842.0 - i--- - Im ! i I (I{ . ju I ' I { 1 841.0 f O 1 ! - - -8H- - - > . I I , __j . 1 . I Q GP = GATE POST 0 ; y fZ � I `� �- , 1 I I- �Z - - - - - - � Z 1< Ift� 1w = PROPOSED STORM SAVER LINE � = PROPOSED HDPE ROOF DRAIN w 0- + O > I _-11___�$$� - = PROPOSED CONTOURS a- 1U3 I� a- = DRAINAGE FLOW ARROW �< 0.0 24.0 25 ?0 I 140.0 ; 50.0 ;56.0 f 66.0 X -SEC B -B . I 0 0 - 0 � . cc In `. LO co oa . 0 n 0 -14 � t 00 N N ``3 N 00 00 c 00 = EXIST. WATER METER /VALVE 1 I - L__ _�_44.0 Q = EXIST. MONITOR WELL I \ ;� ! I ; PAVEMENT + �_ = EXIST. GAS VALVE 1! 1 , ; I - --� I a w ca 842.0 0; Z_ Y_ - 13 �' �' 1 1 z i �) < I __w w ' E-! z1 0 0 #a-0 5 CA( ;-- Q °_ o Lij , �> Ln Cnn Q >� 840.0 , Ac I = HVAC UNIT CO g 0.0 5 11 22 29 .37 46 Horz. Scale 1 " = 30' + X -SEC C -C 3 1" =20' 1 0 10 20 40 2 coil ' - goo -�s2- 2 WORKING DAYS BEFORE YOU DIG. . I I �� T S THE LA W �i INDIANA UNDERGROUND PROTECTION SERVICE, INC. . CAUTION!! _ . . THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE - -UPON THE GROUND BY OTHER) 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 BOVE GROUND EVIDENCE WAS OBSERVED.. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE - CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION . . PLEASE CALL "HOLEY M O LEY" 1 -800- 382 -5544 - © ,-4 tip 00 Q o�° N '�• . X00 . W �D M N . - 4. 4T in H 00 00 �t x t� � d rMMIIIIIIIIIIIIIIIII�l ��p U -. L I M M 00 � . x W III< . M .< W _Z w a M . U : � ,. - CC t Q Z .. w . .< . w014 . . . T1 a a, �. V1 7==1, .. I - I &9 .. 0,40 : . L I �__ - W I . a 0% I , I"D , L 0 o V) 7-..j ; 00 0 w Q r -I UD d' C 4 ." � 1.4 I 9 PQ - w rA E__f 94 _ 1.4 � R__ � -4 2 4 0 � w UH H . 0 T_ z wl w 1 tn I Z 0 5! • " r5 . ".4 2 H o U to Q, 3 6 � -R M � C 0 zo o Q M E Q) N �0 zN z z�x 0 T 2 � � � wo � �° w 04 (A x _< a iz) 0 as Q U Q > � En M IUD � W -I CO Q o QT Cn 0 Cl- flo . 0 Q, L }- w Y V O v, Ca I.- on W Z � CO W wM0 . -5 M U � Qw ,,..,a y Z Q 3:1 . Z cr = a- CL U] Ln En zoo U) -- w =� ®< ``/, .�``` S K .. S N�NN �''% �\' F , '% g zi _ _ N0. � � r :_ 102©0392: -0 ' STATE OF . ,r III i/, VONAL � �% �% : / 'll/1'" 11 I { tt1"W, 114-t05 &w, I< - F_ __ _ MES K. SHINNEMAN P.E. 10200392 0 Cc "- llzz�- U ti 0 I q ?-I � •N 9 I . �. I � . 9 4r\ ;4- o . _� V) � � 9 -0 � � � •R' .W ll: z � C:) I° 6 . . I . � C-I 4 Z4 � M4 . . 1) Q= I 9 . N � rol . C12 w c �. U � Q4 o Q) � !.1;4 C4 1 4 i - X o • � o w o -� r `) t � a CL-1 SHEET NO. PROJECT NO. w05.04 1 7 _AA'.,1_r FIRE HYDRANT WM D OO �>< = EXIST. WATER METER /VALVE � = EXIST. SIGN Q = EXIST. MONITOR WELL e PKF = EXIST. IRON PIN & OR PK (SET/FOUND) AGM K9 O = EXIST.. GAS METER " @ = EXIST. GAS VALVE 0 8 0 = EXIST. STORM INLET � "'" = EXIST. STORM /SAN. /TELE. MANHOLE EMS O a = EXIST. ELECTRIC METER 0 0 #a-0 = EXIST. POWER POLE /POWER POLE w/ LIGHT CA( ;-- = EXIST. GUY ANCHOR T. Ped .IZI M = EXIST. TELEPHONE PEDESTAL , Ac I = HVAC UNIT CO g = EXIST. CLEANOUT FMB = MAILBOX + = EXIST. LIGHT 0 eon = EXIST. BOLLARD -= _ = = = = = EXIST. SANITARY SEINER LINE = EXIST. STORM SEWER LINE - - -8H- - - = EXIST. CONTOURS DD = CONCRETE END SECTION (C.E.S.) Q GP = GATE POST = TRANSFORMER - - - = RIGHT -OF -WAY LINE - - - - - - = PROPOSED SANITARY SEINER LINE = PROPOSED STORM SAVER LINE STM = PROPOSED HDPE ROOF DRAIN 0 = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE _-11___�$$� - = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION -_Q9:x = DRAINAGE FLOW ARROW W = WATER LINE G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE /INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE STR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB - SURFACE DRAINAGE TOC = TOP OF CURB GUT = currER OUL = OVERHEAD UTILITY LINE T = TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC -LINE 1" =20' 1 0 10 20 40 2 coil ' - goo -�s2- 2 WORKING DAYS BEFORE YOU DIG. . I I �� T S THE LA W �i INDIANA UNDERGROUND PROTECTION SERVICE, INC. . CAUTION!! _ . . THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE - -UPON THE GROUND BY OTHER) 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 BOVE GROUND EVIDENCE WAS OBSERVED.. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE - CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION . . PLEASE CALL "HOLEY M O LEY" 1 -800- 382 -5544 - © ,-4 tip 00 Q o�° N '�• . X00 . W �D M N . - 4. 4T in H 00 00 �t x t� � d rMMIIIIIIIIIIIIIIIII�l ��p U -. L I M M 00 � . x W III< . M .< W _Z w a M . U : � ,. - CC t Q Z .. w . .< . w014 . . . T1 a a, �. V1 7==1, .. I - I &9 .. 0,40 : . L I �__ - W I . a 0% I , I"D , L 0 o V) 7-..j ; 00 0 w Q r -I UD d' C 4 ." � 1.4 I 9 PQ - w rA E__f 94 _ 1.4 � R__ � -4 2 4 0 � w UH H . 0 T_ z wl w 1 tn I Z 0 5! • " r5 . ".4 2 H o U to Q, 3 6 � -R M � C 0 zo o Q M E Q) N �0 zN z z�x 0 T 2 � � � wo � �° w 04 (A x _< a iz) 0 as Q U Q > � En M IUD � W -I CO Q o QT Cn 0 Cl- flo . 0 Q, L }- w Y V O v, Ca I.- on W Z � CO W wM0 . -5 M U � Qw ,,..,a y Z Q 3:1 . Z cr = a- CL U] Ln En zoo U) -- w =� ®< ``/, .�``` S K .. S N�NN �''% �\' F , '% g zi _ _ N0. � � r :_ 102©0392: -0 ' STATE OF . ,r III i/, VONAL � �% �% : / 'll/1'" 11 I { tt1"W, 114-t05 &w, I< - F_ __ _ MES K. SHINNEMAN P.E. 10200392 0 Cc "- llzz�- U ti 0 I q ?-I � •N 9 I . �. I � . 9 4r\ ;4- o . _� V) � � 9 -0 � � � •R' .W ll: z � C:) I° 6 . . I . � C-I 4 Z4 � M4 . . 1) Q= I 9 . N � rol . C12 w c �. U � Q4 o Q) � !.1;4 C4 1 4 i - X o • � o w o -� r `) t � a CL-1 SHEET NO. PROJECT NO. w05.04 1 7 _AA'.,1_r _r_ mo _0 uo lo = e _ ' SOILS MAO CrA []R0 |E/~T PIA - ` ` 1. INSPECT WEEKLY AND AFTER EACH STORM EVENT _ 2. GRAVEL BAGS ARE HALF FULL WITH ROCK LARGER THAN THE )NLET GRATE AND PACKED CLOSE TOGETHER TO, ELIMINATE GAPS. 3. IF BAG DETERIORATES OR IS DAMAGED. REBAG OLD BAG ��H CONTENTS INTO A NEW ,BAG. ' *,� xEmuvE ��u�m| WHEN HEIGHT REACHES THE TOP OF THE SEDIMENT o. xr|Ex ummnauE AREA |5 u|ABIUlLU REMOVE BAG AND SEDIMENT, BRINGING DISTURBED AREA TO GRADE AND STABILIZE [[ GRAVELBAG CURB INLET PROTECTION (nn INuErSTHAT ARE IN LOW POINTS) (NO SCALE) , 10 | g 1 "X2" HARDWOOD nRsAnED PLYWOOD 48'x24" PAINTED CROSSBRACING 12"X2"X36" HARDWOOD On , ILETT.,ER ` 8 HE�HT � CATCH BASIN/ STAKES WITH POINTED END BROOKSTONE SILTY CLAY LOAM- DRAINAGE AT 5' O.C. ^ STRUCTUR � J, X. BERM DRkJNEQ AND PROTECTED FROM FLOODING. BUILDINGS WITH BASEMENTS. SHOULD NOT BE LATH AT EACH STAKE OVER FABRIC _ 36" WIDE NONWOVEN STREETS BECAUSE OF A SEASONAL HIGH WATER TABLE MID HIGH POTEENI AL FROST ACTION. THE POLYPROPYLENE FABRIC REFER TO SILT FENCE 06A h SEC11ON FOR EMBEDMENT DETAIL 17 CrA INSPE CT WEEK LY AND A FTER EACH STOR M EVENT. POST J^x3rx8 '.1. 2. IF FABRIC IS TORN OR �'DETERIORATED, REPLACE SECTION V) IMMEDIATELY. ' 3. REMOVE SEDIMENT WHEN HEIGHT REACHES 1/3 OF THE � � HEIGHT OF THE FENCE OR IS.CAUSING FABRIC TO BULGE. - 4. TAKE CARE NOT TO UNDERMINE THE ENTRENCHED FABRIC. E .5i AFTER DRAINAGE AREA IS STABILIZED,, REMOVE FENCE AND � 0 r SEDIMENT, BRINGING DISTURBED AREATO GRADE AND � STABILIZE IT - � SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS � - C SILT FENCE: INLET �� �e 8� PROTECTION DETAIL. LJ Lii M ` ` CONSTRUCTION ENTRANCE Ld (NO SCALE) THE'MA1N SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOILS ARE TO BE x TEMPORARY ACCESS PATH (w SCALE) Fi MODERATE ' 'POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRiNK-SWEELL , 10 | g - _ SECTION 1 EMERGENCY RESPONSE NUMBERS 312 IIAC 16-5-23 Spill EMERGENCY RESPONSE TO / IC 14-37-3 reporting IT 0 Affected: IC 14-37 U %6 CARWELRRE DEPARTMENT 911 5ecUnn 2] 00 00 qT (o) An owner or operator shall P»� oU �|u of oil or ono ou ud by Table No. 1 below: POLICE DEPARTMENT 911 fn en 00 INDIANA DEPARTMENT OF NATURAL RESOURCES 812-477-8773 TABLE SPILL REPORTING REQUIREMENTS INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317-233-7745 UV Dept of IN Size and Lociaton of the S�ill Natural Resources Dept of HAMILTON (COUNTY SOIL AND WATER 317-773-1406 More than 2000 gallons of ox or salt- Not more than 48 hirs water that is contained in u secondary after uiouwory of spill containment structure approved by the Dept. of Natural Resources More than 1000 gm|mm of oil or salt- SECTION 2 MATERIAL HANDLING AND SPILL Not more than 2 hours water that is not contained in o secondary o�- e PREVENTION PLAN discovery of spill con�mmen structure approved by the rA Dept of No�m| Resources SECTION 2 Material Handling and Spill Prevention Plan: L«� than 1880 gox»n» b� more than | " ��~ - than 48 hours »�«r » min e release of potential pollutants during construction the Contractors shall �er o mm contained in o secondary containment this material handling and spill prevention plan. ^h* Contractor nhoU review "o plan structure oPPr»««u by the Dept,' f with all subcontractors and require that they implement the plan as well. Natural Resources but is contained within the boundary of the facility. 1. Connbuotioo Equipment o' Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment More than 55 ,~ x ~'^ of oil that � n'� Not more than 2 hours WIT Z contained within the boundary of the be done . y g contractor, � ne� so after discovery of opx/ that spills are limited to one location on the site, which will fou|itote the cleanup of spills. if f9ni|Ky' e-fueling tank /v planned to �� on site, u shall �� double walled and stored in this on onxm designed «nm' This location on area that will not oUo* spilled fluids to m�m� i�o u»ay than 55 goUvna of »i| or so�- Not more than 48 hours water that is not contained within after the discovery of subsurface a»i|o. In the event of o upm ' the fluid ahoU immediately g the boundary of « facility the spill contaminated soil or stone, which shall be disposed of in on acceptable manner. Spills on hard surfaces ahox be soaked up by on 0000ptob|o material such no 0x Dry and the absorbent Any apU| of oil or saltwater that material disposed or in o proper manner. o�» more 2 hours Contractor's Superintendent. n» ' after discovery of spill. The spill shall also be reported immediately to the enters waters b. Equipment repair, especially when fluids must be removed from the equipment or the Any spill of »i| or saltwater: Not more than 2 hours p � r fluid spills is h/gh, should n|woyo be done o�aibe at o facility that is more suitable �) that has not been cleaned up after discovery of upU| � tno» v construction site to handle spills. When equipment must be repaired onaxa it should be in accordance with section 24 ' of this rule; or movod to the maintenance and fueling area if possible. O'henwime, suitable on site containers uh««|u be P|o«»d under the equipment during repair to ootoh any spilled fluids o (2) for which cleanup has not men should be u/apoaeu of in o proper manner. ~ started in accordance with Section 24 of this rule. o. All reusable fluid containers, such on gasoline cono, shall be inspected for leaks each time ' they ore used. If |ooku are found, the fluid shall be removed from the container in o proper Any of less than 42 gallons of No report required. manner and the container u mpmeu of in on acceptable manner. Empty disposable container, oil or saltwater that u000 not enter such as grease tubes and lubricating oil and broke fluid mmtainom, and their packaging, ohoU waters of the State. be disposed of in o proper manner and ahox not be /oft on the ground or in the open on the construction site. (u) Spills nmu/nm by Tome 1 to be reported to the momno Department of wotum| Resources ` �^ � � ^m st be �P« �ou to the 2. Q��mnOnn Materials and their Packaging Evansville Field Office by telephone at (8/2)-477-8773 ' or by facsimile at (812)-477-8952. a. Erosion control measure yho*m on the subject pn�ectahoU be Implemented prior to and (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be repor ted -233-7745 or (888) d du' 'y ~^""^`"= ^ ' n the proper sequencing to minimize soil erosion. Erosion n contro| y shall be t o the Office of Environmental Response at (317)(toll fme in '`~ no) ' m^pected and maintained as described m| oe* h* m on �� e plans. Excessive dusting of soil on the (d) Each report of spill must include oil of the following information. site «»o» be minimized by reducing construction traffic across bare soil during dry and/or windy 1' The n«me, odur000, and telephone number of the' '--� making the mpmt weo�er, and by applying water or other acceptable dust control measures to the soil. Upon 2' The n«me, address, and telephone number of o person, if different than �e person making the report. The N«�o» »f t»« oPi' including |«uo name, `"n�h completion of construction and suitable establishment of permanent vegetation, temporary erosion - . mngoond aoo�o'' control measures such as silt fenu*, check dams and inlet protection devices shall be removed 4' The time of the spill. in o manner to minimize additional land disturbance. Any areas disturbed by they* operations 5' The identification of the substance spilled. Ln C3 ohoU be properly mvegotum,d 8' The approximate quantity of the substance that has been spilled or may be spilled. 7' The duration of the spill. Large waste materials created by outting , sowing, dhUing , or other operations ehoU be u. The source of the sp� properly disposed of in suitable waste containers. The site shall be checked at the end of the g. The name and /000�on of waters damaged day, as n minimum, and all waste motono|,, including those blown uxm,s or off the site by 10' The identity of any response mg ~'^^`~~- �^ responding to the spix */nd aho// be picked up and disposed of in suitable containers. Where posa/b/o, operations such 11' What measures have been or will be undertaken to perform o spill iU response. o» sowing that create small particles should be performed in one spot in an area protected 12' Any other Information that may significant to the response oon from *ind. Grid waste particles collected and disposed of frequently to minimize wind dispersal. CD ~ CL Packaging used to transport materials to the site for construction of the facility ahoU be (Nwtum/ ?esourc*s Commission; J17 mc 16-�-2J; filed Sept. 11, 2000, 131 P1 24.- «r 279) disposed of pmperly, weather the motoho| is taken out of its package and incorporated into the project immediately or stored onn/te for future use. Pooxogod mohoxo|u stored on,ito shoo be inspected regularly and any loose packaging ohox be repaired or disposed of properly. 312 IAC 1�-5-24 °p " Cleanup m/dowd�r�g of activities ohoU be done in accordance to good erosion control practices. --- IC 14-37-3 M Thes practices should include the use of um bogs such as Dandy Dirt Bogs. The use of these Affected: 14-37 � types of dewGterIng devices will remove large quantities of silt, sediment, and d�rt and prevent CJ ' these materials to enter the storm sewer system. Section 24 as d. If the use or lime is used to stabilize the mm or the site then all construction equipment owner or operator shall d*on «p soils of oo, fluids contaminated with oil, or saltwater as required by this oenUon u�donoo be cleaned of all excess material with water m the maintenance and refueling area �) ox»' fluid com�mino�o with ox that is connneu within u secondary containment structure or c�| uu required shown i o by ' «' Nutrients and fertilizers shall only be used to establish rapid vegetation. When these 1' remove within o (72 hours; products are ub|bed, the user should �y strict attention to mo pmuud� recommended usage. 2' placed � o non-leaking storage �n� and 0 99 Li 3. Cwoondm Waste Water J . managed or disposed of in accordance with Section 27(o) of this rule. «' All conc�te wastewater oho|| be disposed of in the designed area as directed »y the (c) Saltwater that is confined */thin o secondary containment structure or c' </ected as required by Section 2-2 of -h- /x rule general oont c�r or developer/owner. This area /s �o be o J' ueep. |U' square pit oo detailed must uo � on the Erosion Control Plan. This area shall be inspected on n daily basis at o minimum. 1 ' removed wl mi » (72) hours; When this area u*u«me fm/, the pollutants shall be excavated, placed in on acceptable z' P�cad in o non-leaking storage tank; unu container and disposed of in proper manner. 3' disposed of in «c««rdono« with Section 27(b) of this rule. GxST 4. Point Products (d) Fluid P|ocen in o non -leaking storage ge to k under subsection (b) or subsection (c) must be disposed of in o� �| excess point and their related products ohoU be disposed of �n the manner at which o«c»�«»«e with S«di«» 27 or this rule with in thirty (JO) days oMar discovery of u,o spill unless n«u�onu| time �o the manufacturer suggests. Under NO circumstances will point or mp� e|o�d products be nPpm«e� by the dwsi«n' 1 0200392 1: o|eon«m or u'uposou of in ooi|, sanitary n**om. »h`nn ae**m or detention buor (») Soils contaminated with m« than «»* (1) goon of oil must be cleaned up oo follows: ns. Any violation of this «ho« be reported to the job superintendent. 1' S»xo that meet the conditions for mmouiaUon in Section 25(c) of this rule may be: STATE OF :-z o. remediote at the facility as required by Section 25 of this rule b' opP//*d to }«oa* roads in «««»dn«« �U Section 27o (1) of this /o� or the *«*»t of accidentally contamination all efforts should be made to remove contaminants in c. excavated and disposed of as required by Sect/nn 7(d) of this ru/e. «n appropriate manner. The Conno/ Re Department should be contacted immediately to � determine if further measures (ire needed. 2 a o//' that «« not meet the conditions for mmod/ot/»» in Section 25(c) of this m/* must be excavated and ui xpoxo d o f oa required by Section 27(o) of this rule. A1 Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be rememiote under Section 25 of this m|o must be managed to prevent nt JAMES K. SHINNEMAN P.E. 10200392 discharge of oil to unaffected soil or waters of the State. (I'VolurG/ Mesources commission Ju? mx /a 24; filed Sept. 11, 2004 �J/ +�- 24 m 280) cn u� - ' ' ` ~� ' ' ° Cal/ 1 w~ ^ ' u wonxww o4Ya � ocronc You om' 17� w: ` o 4 n ' »»/7-»�� 7-L��� . [��»x . 55I TS ~� / / //- 1_/� , , m»IAN^vDsm*mu� x�wv��c . SHEET NO. C104a PROJECT NO. 12)" FILTREXX nRsAnED PLYWOOD 48'x24" PAINTED ' ^ / ` ' ` '- ' STONE SOILS -,,TYPE- LEGEND On , ILETT.,ER ` 8 HE�HT � Br BROOKSTONE SILTY CLAY LOAM- JA_ ^ THIS SOIL HAS SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE ARTIFICIALLY � J, X. BERM DRkJNEQ AND PROTECTED FROM FLOODING. BUILDINGS WITH BASEMENTS. SHOULD NOT BE CONSTRUCTED ON THIS SOIL. THIS SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND ` MAIWINANCE: ` STREETS BECAUSE OF A SEASONAL HIGH WATER TABLE MID HIGH POTEENI AL FROST ACTION. THE BASE MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED, WITH SUITABLE MATERIAL. 06A h SE11TION LINE 17 CrA CROSBY SILT LOAM- POST J^x3rx8 AFTER -' STORM USE. EVENT OR HEAVY U� ' ~— THE MAIN SOIL FEATURES THAT ADVERSELY " AFFECT THE ENCINEERING USES OF THIS SOIL ARE A To uoEwo ro�nuRsXx ' SEASONAL HIGH WATER TABLE, MODERATE SHRINK-SWELL POTENTIAL, HIGH POTENTIAL FROST -- - ^ -ACTION; AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING ' LATH SfTES. THE SITES NEED TO B E AR11FICIALLY DRAINED TO PREVENT WETNESS FROM. BEING A , ru y BRUSHING. OR SWEEPING. FLUSHING SHOULD ONLY PROBLEM. BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS S_OIL. THIS BE USED `|F THE -WATER. |3 CONVEYED INTO A SEDIMENT TRAP OR BASIN. ' SOIL HAS SEVERE LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL FOR ROADS SLAN NEEDS TO -BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. ` ` CONSTRUCTION ENTRANCE ..._ FENCE 14 """E THE'MA1N SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOILS ARE TO BE x TEMPORARY ACCESS PATH (w SCALE) ="�" SPACING v°"v _� ` MODERATE ' 'POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRiNK-SWEELL y mx�xxnc�n POTENTIAL, AND LOW STRENGTH. EROSION IS A HAZARD DURING CONSTRUCTION. Or oRTHEII' STAPLES,.E WIRES, "OR .O" THE MAIN SOIL FEATURES THAT AFFECT ENGINEERING USES OF THESE SOILS ARE SLOPE, '- RINGS MODERATE TO' HIGH POTENTIAL FROST ACTION, AND MODERATE TO VERY SLOW PERMEABILITY. ' THE HAZARD.OF EROSION IS SEVERE DURING CONSTRUCTION. � , ` ` ' ' ^ ' - _ SECTION 1 EMERGENCY RESPONSE NUMBERS 312 IIAC 16-5-23 Spill EMERGENCY RESPONSE TO / IC 14-37-3 reporting IT 0 Affected: IC 14-37 U %6 CARWELRRE DEPARTMENT 911 5ecUnn 2] 00 00 qT (o) An owner or operator shall P»� oU �|u of oil or ono ou ud by Table No. 1 below: POLICE DEPARTMENT 911 fn en 00 INDIANA DEPARTMENT OF NATURAL RESOURCES 812-477-8773 TABLE SPILL REPORTING REQUIREMENTS INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317-233-7745 UV Dept of IN Size and Lociaton of the S�ill Natural Resources Dept of HAMILTON (COUNTY SOIL AND WATER 317-773-1406 More than 2000 gallons of ox or salt- Not more than 48 hirs water that is contained in u secondary after uiouwory of spill containment structure approved by the Dept. of Natural Resources More than 1000 gm|mm of oil or salt- SECTION 2 MATERIAL HANDLING AND SPILL Not more than 2 hours water that is not contained in o secondary o�- e PREVENTION PLAN discovery of spill con�mmen structure approved by the rA Dept of No�m| Resources SECTION 2 Material Handling and Spill Prevention Plan: L«� than 1880 gox»n» b� more than | " ��~ - than 48 hours »�«r » min e release of potential pollutants during construction the Contractors shall �er o mm contained in o secondary containment this material handling and spill prevention plan. ^h* Contractor nhoU review "o plan structure oPPr»««u by the Dept,' f with all subcontractors and require that they implement the plan as well. Natural Resources but is contained within the boundary of the facility. 1. Connbuotioo Equipment o' Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment More than 55 ,~ x ~'^ of oil that � n'� Not more than 2 hours WIT Z contained within the boundary of the be done . y g contractor, � ne� so after discovery of opx/ that spills are limited to one location on the site, which will fou|itote the cleanup of spills. if f9ni|Ky' e-fueling tank /v planned to �� on site, u shall �� double walled and stored in this on onxm designed «nm' This location on area that will not oUo* spilled fluids to m�m� i�o u»ay than 55 goUvna of »i| or so�- Not more than 48 hours water that is not contained within after the discovery of subsurface a»i|o. In the event of o upm ' the fluid ahoU immediately g the boundary of « facility the spill contaminated soil or stone, which shall be disposed of in on acceptable manner. Spills on hard surfaces ahox be soaked up by on 0000ptob|o material such no 0x Dry and the absorbent Any apU| of oil or saltwater that material disposed or in o proper manner. o�» more 2 hours Contractor's Superintendent. n» ' after discovery of spill. The spill shall also be reported immediately to the enters waters b. Equipment repair, especially when fluids must be removed from the equipment or the Any spill of »i| or saltwater: Not more than 2 hours p � r fluid spills is h/gh, should n|woyo be done o�aibe at o facility that is more suitable �) that has not been cleaned up after discovery of upU| � tno» v construction site to handle spills. When equipment must be repaired onaxa it should be in accordance with section 24 ' of this rule; or movod to the maintenance and fueling area if possible. O'henwime, suitable on site containers uh««|u be P|o«»d under the equipment during repair to ootoh any spilled fluids o (2) for which cleanup has not men should be u/apoaeu of in o proper manner. ~ started in accordance with Section 24 of this rule. o. All reusable fluid containers, such on gasoline cono, shall be inspected for leaks each time ' they ore used. If |ooku are found, the fluid shall be removed from the container in o proper Any of less than 42 gallons of No report required. manner and the container u mpmeu of in on acceptable manner. Empty disposable container, oil or saltwater that u000 not enter such as grease tubes and lubricating oil and broke fluid mmtainom, and their packaging, ohoU waters of the State. be disposed of in o proper manner and ahox not be /oft on the ground or in the open on the construction site. (u) Spills nmu/nm by Tome 1 to be reported to the momno Department of wotum| Resources ` �^ � � ^m st be �P« �ou to the 2. Q��mnOnn Materials and their Packaging Evansville Field Office by telephone at (8/2)-477-8773 ' or by facsimile at (812)-477-8952. a. Erosion control measure yho*m on the subject pn�ectahoU be Implemented prior to and (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be repor ted -233-7745 or (888) d du' 'y ~^""^`"= ^ ' n the proper sequencing to minimize soil erosion. Erosion n contro| y shall be t o the Office of Environmental Response at (317)(toll fme in '`~ no) ' m^pected and maintained as described m| oe* h* m on �� e plans. Excessive dusting of soil on the (d) Each report of spill must include oil of the following information. site «»o» be minimized by reducing construction traffic across bare soil during dry and/or windy 1' The n«me, odur000, and telephone number of the' '--� making the mpmt weo�er, and by applying water or other acceptable dust control measures to the soil. Upon 2' The n«me, address, and telephone number of o person, if different than �e person making the report. The N«�o» »f t»« oPi' including |«uo name, `"n�h completion of construction and suitable establishment of permanent vegetation, temporary erosion - . mngoond aoo�o'' control measures such as silt fenu*, check dams and inlet protection devices shall be removed 4' The time of the spill. in o manner to minimize additional land disturbance. Any areas disturbed by they* operations 5' The identification of the substance spilled. Ln C3 ohoU be properly mvegotum,d 8' The approximate quantity of the substance that has been spilled or may be spilled. 7' The duration of the spill. Large waste materials created by outting , sowing, dhUing , or other operations ehoU be u. The source of the sp� properly disposed of in suitable waste containers. The site shall be checked at the end of the g. The name and /000�on of waters damaged day, as n minimum, and all waste motono|,, including those blown uxm,s or off the site by 10' The identity of any response mg ~'^^`~~- �^ responding to the spix */nd aho// be picked up and disposed of in suitable containers. Where posa/b/o, operations such 11' What measures have been or will be undertaken to perform o spill iU response. o» sowing that create small particles should be performed in one spot in an area protected 12' Any other Information that may significant to the response oon from *ind. Grid waste particles collected and disposed of frequently to minimize wind dispersal. CD ~ CL Packaging used to transport materials to the site for construction of the facility ahoU be (Nwtum/ ?esourc*s Commission; J17 mc 16-�-2J; filed Sept. 11, 2000, 131 P1 24.- «r 279) disposed of pmperly, weather the motoho| is taken out of its package and incorporated into the project immediately or stored onn/te for future use. Pooxogod mohoxo|u stored on,ito shoo be inspected regularly and any loose packaging ohox be repaired or disposed of properly. 312 IAC 1�-5-24 °p " Cleanup m/dowd�r�g of activities ohoU be done in accordance to good erosion control practices. --- IC 14-37-3 M Thes practices should include the use of um bogs such as Dandy Dirt Bogs. The use of these Affected: 14-37 � types of dewGterIng devices will remove large quantities of silt, sediment, and d�rt and prevent CJ ' these materials to enter the storm sewer system. Section 24 as d. If the use or lime is used to stabilize the mm or the site then all construction equipment owner or operator shall d*on «p soils of oo, fluids contaminated with oil, or saltwater as required by this oenUon u�donoo be cleaned of all excess material with water m the maintenance and refueling area �) ox»' fluid com�mino�o with ox that is connneu within u secondary containment structure or c�| uu required shown i o by ' «' Nutrients and fertilizers shall only be used to establish rapid vegetation. When these 1' remove within o (72 hours; products are ub|bed, the user should �y strict attention to mo pmuud� recommended usage. 2' placed � o non-leaking storage �n� and 0 99 Li 3. Cwoondm Waste Water J . managed or disposed of in accordance with Section 27(o) of this rule. «' All conc�te wastewater oho|| be disposed of in the designed area as directed »y the (c) Saltwater that is confined */thin o secondary containment structure or c' </ected as required by Section 2-2 of -h- /x rule general oont c�r or developer/owner. This area /s �o be o J' ueep. |U' square pit oo detailed must uo � on the Erosion Control Plan. This area shall be inspected on n daily basis at o minimum. 1 ' removed wl mi » (72) hours; When this area u*u«me fm/, the pollutants shall be excavated, placed in on acceptable z' P�cad in o non-leaking storage tank; unu container and disposed of in proper manner. 3' disposed of in «c««rdono« with Section 27(b) of this rule. GxST 4. Point Products (d) Fluid P|ocen in o non -leaking storage ge to k under subsection (b) or subsection (c) must be disposed of in o� �| excess point and their related products ohoU be disposed of �n the manner at which o«c»�«»«e with S«di«» 27 or this rule with in thirty (JO) days oMar discovery of u,o spill unless n«u�onu| time �o the manufacturer suggests. Under NO circumstances will point or mp� e|o�d products be nPpm«e� by the dwsi«n' 1 0200392 1: o|eon«m or u'uposou of in ooi|, sanitary n**om. »h`nn ae**m or detention buor (») Soils contaminated with m« than «»* (1) goon of oil must be cleaned up oo follows: ns. Any violation of this «ho« be reported to the job superintendent. 1' S»xo that meet the conditions for mmouiaUon in Section 25(c) of this rule may be: STATE OF :-z o. remediote at the facility as required by Section 25 of this rule b' opP//*d to }«oa* roads in «««»dn«« �U Section 27o (1) of this /o� or the *«*»t of accidentally contamination all efforts should be made to remove contaminants in c. excavated and disposed of as required by Sect/nn 7(d) of this ru/e. «n appropriate manner. The Conno/ Re Department should be contacted immediately to � determine if further measures (ire needed. 2 a o//' that «« not meet the conditions for mmod/ot/»» in Section 25(c) of this m/* must be excavated and ui xpoxo d o f oa required by Section 27(o) of this rule. A1 Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be rememiote under Section 25 of this m|o must be managed to prevent nt JAMES K. SHINNEMAN P.E. 10200392 discharge of oil to unaffected soil or waters of the State. (I'VolurG/ Mesources commission Ju? mx /a 24; filed Sept. 11, 2004 �J/ +�- 24 m 280) cn u� - ' ' ` ~� ' ' ° Cal/ 1 w~ ^ ' u wonxww o4Ya � ocronc You om' 17� w: ` o 4 n ' »»/7-»�� 7-L��� . [��»x . 55I TS ~� / / //- 1_/� , , m»IAN^vDsm*mu� x�wv��c . SHEET NO. C104a PROJECT NO. 12)" FILTREXX nRsAnED PLYWOOD 48'x24" PAINTED ' ^ / ` ' ` '- ' STONE I IN C RE On , ILETT.,ER ` 8 HE�HT � ` �nTsRnBnC ��' '_ ' ' ` JA_ ^ UNDER FtLTER FABRIC � J, X. BERM mo soncWs _20 ` MAIWINANCE: ` "r, . SE11TION LINE -. . 1.' INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND lo II PLASTIC LINING POST J^x3rx8 AFTER -' STORM USE. EVENT OR HEAVY U� ' ~— To uoEwo ro�nuRsXx ' 2 RESHAPE PAD A5NEEOED FOR DRAINAGE AND RUNOFF CONTROL. -- - ^ �l TOPDRE33 WITH CLEAN STONE AS NEEDED 4'/' / WASHED ONTO ' LATH rLAouINc co ALLsCs ' � ' , ru y BRUSHING. OR SWEEPING. FLUSHING SHOULD ONLY BE USED `|F THE -WATER. |3 CONVEYED INTO A SEDIMENT TRAP OR BASIN. ' | SLAN 5 . REPAIR ANY ROAD PAVEMENT IMMEDIATELY. ' ` ` CONSTRUCTION ENTRANCE ..._ FENCE 14 """E ' ' ' TO BE x TEMPORARY ACCESS PATH (w SCALE) - _ SECTION 1 EMERGENCY RESPONSE NUMBERS 312 IIAC 16-5-23 Spill EMERGENCY RESPONSE TO / IC 14-37-3 reporting IT 0 Affected: IC 14-37 U %6 CARWELRRE DEPARTMENT 911 5ecUnn 2] 00 00 qT (o) An owner or operator shall P»� oU �|u of oil or ono ou ud by Table No. 1 below: POLICE DEPARTMENT 911 fn en 00 INDIANA DEPARTMENT OF NATURAL RESOURCES 812-477-8773 TABLE SPILL REPORTING REQUIREMENTS INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317-233-7745 UV Dept of IN Size and Lociaton of the S�ill Natural Resources Dept of HAMILTON (COUNTY SOIL AND WATER 317-773-1406 More than 2000 gallons of ox or salt- Not more than 48 hirs water that is contained in u secondary after uiouwory of spill containment structure approved by the Dept. of Natural Resources More than 1000 gm|mm of oil or salt- SECTION 2 MATERIAL HANDLING AND SPILL Not more than 2 hours water that is not contained in o secondary o�- e PREVENTION PLAN discovery of spill con�mmen structure approved by the rA Dept of No�m| Resources SECTION 2 Material Handling and Spill Prevention Plan: L«� than 1880 gox»n» b� more than | " ��~ - than 48 hours »�«r » min e release of potential pollutants during construction the Contractors shall �er o mm contained in o secondary containment this material handling and spill prevention plan. ^h* Contractor nhoU review "o plan structure oPPr»««u by the Dept,' f with all subcontractors and require that they implement the plan as well. Natural Resources but is contained within the boundary of the facility. 1. Connbuotioo Equipment o' Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment More than 55 ,~ x ~'^ of oil that � n'� Not more than 2 hours WIT Z contained within the boundary of the be done . y g contractor, � ne� so after discovery of opx/ that spills are limited to one location on the site, which will fou|itote the cleanup of spills. if f9ni|Ky' e-fueling tank /v planned to �� on site, u shall �� double walled and stored in this on onxm designed «nm' This location on area that will not oUo* spilled fluids to m�m� i�o u»ay than 55 goUvna of »i| or so�- Not more than 48 hours water that is not contained within after the discovery of subsurface a»i|o. In the event of o upm ' the fluid ahoU immediately g the boundary of « facility the spill contaminated soil or stone, which shall be disposed of in on acceptable manner. Spills on hard surfaces ahox be soaked up by on 0000ptob|o material such no 0x Dry and the absorbent Any apU| of oil or saltwater that material disposed or in o proper manner. o�» more 2 hours Contractor's Superintendent. n» ' after discovery of spill. The spill shall also be reported immediately to the enters waters b. Equipment repair, especially when fluids must be removed from the equipment or the Any spill of »i| or saltwater: Not more than 2 hours p � r fluid spills is h/gh, should n|woyo be done o�aibe at o facility that is more suitable �) that has not been cleaned up after discovery of upU| � tno» v construction site to handle spills. When equipment must be repaired onaxa it should be in accordance with section 24 ' of this rule; or movod to the maintenance and fueling area if possible. O'henwime, suitable on site containers uh««|u be P|o«»d under the equipment during repair to ootoh any spilled fluids o (2) for which cleanup has not men should be u/apoaeu of in o proper manner. ~ started in accordance with Section 24 of this rule. o. All reusable fluid containers, such on gasoline cono, shall be inspected for leaks each time ' they ore used. If |ooku are found, the fluid shall be removed from the container in o proper Any of less than 42 gallons of No report required. manner and the container u mpmeu of in on acceptable manner. Empty disposable container, oil or saltwater that u000 not enter such as grease tubes and lubricating oil and broke fluid mmtainom, and their packaging, ohoU waters of the State. be disposed of in o proper manner and ahox not be /oft on the ground or in the open on the construction site. (u) Spills nmu/nm by Tome 1 to be reported to the momno Department of wotum| Resources ` �^ � � ^m st be �P« �ou to the 2. Q��mnOnn Materials and their Packaging Evansville Field Office by telephone at (8/2)-477-8773 ' or by facsimile at (812)-477-8952. a. Erosion control measure yho*m on the subject pn�ectahoU be Implemented prior to and (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be repor ted -233-7745 or (888) d du' 'y ~^""^`"= ^ ' n the proper sequencing to minimize soil erosion. Erosion n contro| y shall be t o the Office of Environmental Response at (317)(toll fme in '`~ no) ' m^pected and maintained as described m| oe* h* m on �� e plans. Excessive dusting of soil on the (d) Each report of spill must include oil of the following information. site «»o» be minimized by reducing construction traffic across bare soil during dry and/or windy 1' The n«me, odur000, and telephone number of the' '--� making the mpmt weo�er, and by applying water or other acceptable dust control measures to the soil. Upon 2' The n«me, address, and telephone number of o person, if different than �e person making the report. The N«�o» »f t»« oPi' including |«uo name, `"n�h completion of construction and suitable establishment of permanent vegetation, temporary erosion - . mngoond aoo�o'' control measures such as silt fenu*, check dams and inlet protection devices shall be removed 4' The time of the spill. in o manner to minimize additional land disturbance. Any areas disturbed by they* operations 5' The identification of the substance spilled. Ln C3 ohoU be properly mvegotum,d 8' The approximate quantity of the substance that has been spilled or may be spilled. 7' The duration of the spill. Large waste materials created by outting , sowing, dhUing , or other operations ehoU be u. The source of the sp� properly disposed of in suitable waste containers. The site shall be checked at the end of the g. The name and /000�on of waters damaged day, as n minimum, and all waste motono|,, including those blown uxm,s or off the site by 10' The identity of any response mg ~'^^`~~- �^ responding to the spix */nd aho// be picked up and disposed of in suitable containers. Where posa/b/o, operations such 11' What measures have been or will be undertaken to perform o spill iU response. o» sowing that create small particles should be performed in one spot in an area protected 12' Any other Information that may significant to the response oon from *ind. Grid waste particles collected and disposed of frequently to minimize wind dispersal. CD ~ CL Packaging used to transport materials to the site for construction of the facility ahoU be (Nwtum/ ?esourc*s Commission; J17 mc 16-�-2J; filed Sept. 11, 2000, 131 P1 24.- «r 279) disposed of pmperly, weather the motoho| is taken out of its package and incorporated into the project immediately or stored onn/te for future use. Pooxogod mohoxo|u stored on,ito shoo be inspected regularly and any loose packaging ohox be repaired or disposed of properly. 312 IAC 1�-5-24 °p " Cleanup m/dowd�r�g of activities ohoU be done in accordance to good erosion control practices. --- IC 14-37-3 M Thes practices should include the use of um bogs such as Dandy Dirt Bogs. The use of these Affected: 14-37 � types of dewGterIng devices will remove large quantities of silt, sediment, and d�rt and prevent CJ ' these materials to enter the storm sewer system. Section 24 as d. If the use or lime is used to stabilize the mm or the site then all construction equipment owner or operator shall d*on «p soils of oo, fluids contaminated with oil, or saltwater as required by this oenUon u�donoo be cleaned of all excess material with water m the maintenance and refueling area �) ox»' fluid com�mino�o with ox that is connneu within u secondary containment structure or c�| uu required shown i o by ' «' Nutrients and fertilizers shall only be used to establish rapid vegetation. When these 1' remove within o (72 hours; products are ub|bed, the user should �y strict attention to mo pmuud� recommended usage. 2' placed � o non-leaking storage �n� and 0 99 Li 3. Cwoondm Waste Water J . managed or disposed of in accordance with Section 27(o) of this rule. «' All conc�te wastewater oho|| be disposed of in the designed area as directed »y the (c) Saltwater that is confined */thin o secondary containment structure or c' </ected as required by Section 2-2 of -h- /x rule general oont c�r or developer/owner. This area /s �o be o J' ueep. |U' square pit oo detailed must uo � on the Erosion Control Plan. This area shall be inspected on n daily basis at o minimum. 1 ' removed wl mi » (72) hours; When this area u*u«me fm/, the pollutants shall be excavated, placed in on acceptable z' P�cad in o non-leaking storage tank; unu container and disposed of in proper manner. 3' disposed of in «c««rdono« with Section 27(b) of this rule. GxST 4. Point Products (d) Fluid P|ocen in o non -leaking storage ge to k under subsection (b) or subsection (c) must be disposed of in o� �| excess point and their related products ohoU be disposed of �n the manner at which o«c»�«»«e with S«di«» 27 or this rule with in thirty (JO) days oMar discovery of u,o spill unless n«u�onu| time �o the manufacturer suggests. Under NO circumstances will point or mp� e|o�d products be nPpm«e� by the dwsi«n' 1 0200392 1: o|eon«m or u'uposou of in ooi|, sanitary n**om. »h`nn ae**m or detention buor (») Soils contaminated with m« than «»* (1) goon of oil must be cleaned up oo follows: ns. Any violation of this «ho« be reported to the job superintendent. 1' S»xo that meet the conditions for mmouiaUon in Section 25(c) of this rule may be: STATE OF :-z o. remediote at the facility as required by Section 25 of this rule b' opP//*d to }«oa* roads in «««»dn«« �U Section 27o (1) of this /o� or the *«*»t of accidentally contamination all efforts should be made to remove contaminants in c. excavated and disposed of as required by Sect/nn 7(d) of this ru/e. «n appropriate manner. The Conno/ Re Department should be contacted immediately to � determine if further measures (ire needed. 2 a o//' that «« not meet the conditions for mmod/ot/»» in Section 25(c) of this m/* must be excavated and ui xpoxo d o f oa required by Section 27(o) of this rule. A1 Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be rememiote under Section 25 of this m|o must be managed to prevent nt JAMES K. SHINNEMAN P.E. 10200392 discharge of oil to unaffected soil or waters of the State. (I'VolurG/ Mesources commission Ju? mx /a 24; filed Sept. 11, 2004 �J/ +�- 24 m 280) cn u� - ' ' ` ~� ' ' ° Cal/ 1 w~ ^ ' u wonxww o4Ya � ocronc You om' 17� w: ` o 4 n ' »»/7-»�� 7-L��� . [��»x . 55I TS ~� / / //- 1_/� , , m»IAN^vDsm*mu� x�wv��c . SHEET NO. C104a PROJECT NO. 12)" FILTREXX LTER SOCK . ` 7T7 'WWW.FILTREXX.COM) � J, X. BERM ' ` "r, . SE11TION LINE lo II PLASTIC LINING To uoEwo ro�nuRsXx ' FILTER snox , POST 4" DIA,. WOOD OR 1.33 ' LATH rLAouINc co ALLsCs ' � ' Luu/,00/ STEEL 10' MAX. SP^umu SLAN ` . ..._ FENCE 14 """E �(�) m mu1p�sno um�o �n� ="�" SPACING v°"v _� ` y mx�xxnc�n (MAX) FASTENED , BY ' ^^^' OCK STAPLES,.E WIRES, "OR .O" '- RINGS ' FILTER FABRIC ALONG LE-' ^asR m v~/ vmnS/ a/^ruE OR WIRE m ��mc� � � BE y�dh�/ - ` �- BACKFILLED AND 'COMPACTED DOWN- Lr_�,' AF0N SHOW"-41 0N EROS 1 ON CONTROL UPS LOPE SLOPE 2� D�y CO���ETE TO BE R�MO��O F��� ��E PEROD|CALLY AND ' - � � �~ �''-' � `� �`� 'Y APPR0V-D I T�� C��CR2E VW�H�JT SK�'���HALL BE /NSTALLED���H/N �� �-''` ' �'' � ' �- JCF� '-FTH� TENP� [ON,.,�RFTE NA3HOUT FACILITY. /.��'�� --_d_~� WASHIOUT SILT FENCE - SECTION (NO SCALE) - _ SECTION 1 EMERGENCY RESPONSE NUMBERS 312 IIAC 16-5-23 Spill EMERGENCY RESPONSE TO / IC 14-37-3 reporting IT 0 Affected: IC 14-37 U %6 CARWELRRE DEPARTMENT 911 5ecUnn 2] 00 00 qT (o) An owner or operator shall P»� oU �|u of oil or ono ou ud by Table No. 1 below: POLICE DEPARTMENT 911 fn en 00 INDIANA DEPARTMENT OF NATURAL RESOURCES 812-477-8773 TABLE SPILL REPORTING REQUIREMENTS INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT 317-233-7745 UV Dept of IN Size and Lociaton of the S�ill Natural Resources Dept of HAMILTON (COUNTY SOIL AND WATER 317-773-1406 More than 2000 gallons of ox or salt- Not more than 48 hirs water that is contained in u secondary after uiouwory of spill containment structure approved by the Dept. of Natural Resources More than 1000 gm|mm of oil or salt- SECTION 2 MATERIAL HANDLING AND SPILL Not more than 2 hours water that is not contained in o secondary o�- e PREVENTION PLAN discovery of spill con�mmen structure approved by the rA Dept of No�m| Resources SECTION 2 Material Handling and Spill Prevention Plan: L«� than 1880 gox»n» b� more than | " ��~ - than 48 hours »�«r » min e release of potential pollutants during construction the Contractors shall �er o mm contained in o secondary containment this material handling and spill prevention plan. ^h* Contractor nhoU review "o plan structure oPPr»««u by the Dept,' f with all subcontractors and require that they implement the plan as well. Natural Resources but is contained within the boundary of the facility. 1. Connbuotioo Equipment o' Fueling, lubrication and fluids: All operations involving the addition of fluids to equipment More than 55 ,~ x ~'^ of oil that � n'� Not more than 2 hours WIT Z contained within the boundary of the be done . y g contractor, � ne� so after discovery of opx/ that spills are limited to one location on the site, which will fou|itote the cleanup of spills. if f9ni|Ky' e-fueling tank /v planned to �� on site, u shall �� double walled and stored in this on onxm designed «nm' This location on area that will not oUo* spilled fluids to m�m� i�o u»ay than 55 goUvna of »i| or so�- Not more than 48 hours water that is not contained within after the discovery of subsurface a»i|o. In the event of o upm ' the fluid ahoU immediately g the boundary of « facility the spill contaminated soil or stone, which shall be disposed of in on acceptable manner. Spills on hard surfaces ahox be soaked up by on 0000ptob|o material such no 0x Dry and the absorbent Any apU| of oil or saltwater that material disposed or in o proper manner. o�» more 2 hours Contractor's Superintendent. n» ' after discovery of spill. The spill shall also be reported immediately to the enters waters b. Equipment repair, especially when fluids must be removed from the equipment or the Any spill of »i| or saltwater: Not more than 2 hours p � r fluid spills is h/gh, should n|woyo be done o�aibe at o facility that is more suitable �) that has not been cleaned up after discovery of upU| � tno» v construction site to handle spills. When equipment must be repaired onaxa it should be in accordance with section 24 ' of this rule; or movod to the maintenance and fueling area if possible. O'henwime, suitable on site containers uh««|u be P|o«»d under the equipment during repair to ootoh any spilled fluids o (2) for which cleanup has not men should be u/apoaeu of in o proper manner. ~ started in accordance with Section 24 of this rule. o. All reusable fluid containers, such on gasoline cono, shall be inspected for leaks each time ' they ore used. If |ooku are found, the fluid shall be removed from the container in o proper Any of less than 42 gallons of No report required. manner and the container u mpmeu of in on acceptable manner. Empty disposable container, oil or saltwater that u000 not enter such as grease tubes and lubricating oil and broke fluid mmtainom, and their packaging, ohoU waters of the State. be disposed of in o proper manner and ahox not be /oft on the ground or in the open on the construction site. (u) Spills nmu/nm by Tome 1 to be reported to the momno Department of wotum| Resources ` �^ � � ^m st be �P« �ou to the 2. Q��mnOnn Materials and their Packaging Evansville Field Office by telephone at (8/2)-477-8773 ' or by facsimile at (812)-477-8952. a. Erosion control measure yho*m on the subject pn�ectahoU be Implemented prior to and (c) Spills required by Table 1 to be reported to the Indiana Department of Environmental Management must be repor ted -233-7745 or (888) d du' 'y ~^""^`"= ^ ' n the proper sequencing to minimize soil erosion. Erosion n contro| y shall be t o the Office of Environmental Response at (317)(toll fme in '`~ no) ' m^pected and maintained as described m| oe* h* m on �� e plans. Excessive dusting of soil on the (d) Each report of spill must include oil of the following information. site «»o» be minimized by reducing construction traffic across bare soil during dry and/or windy 1' The n«me, odur000, and telephone number of the' '--� making the mpmt weo�er, and by applying water or other acceptable dust control measures to the soil. Upon 2' The n«me, address, and telephone number of o person, if different than �e person making the report. The N«�o» »f t»« oPi' including |«uo name, `"n�h completion of construction and suitable establishment of permanent vegetation, temporary erosion - . mngoond aoo�o'' control measures such as silt fenu*, check dams and inlet protection devices shall be removed 4' The time of the spill. in o manner to minimize additional land disturbance. Any areas disturbed by they* operations 5' The identification of the substance spilled. Ln C3 ohoU be properly mvegotum,d 8' The approximate quantity of the substance that has been spilled or may be spilled. 7' The duration of the spill. Large waste materials created by outting , sowing, dhUing , or other operations ehoU be u. The source of the sp� properly disposed of in suitable waste containers. The site shall be checked at the end of the g. The name and /000�on of waters damaged day, as n minimum, and all waste motono|,, including those blown uxm,s or off the site by 10' The identity of any response mg ~'^^`~~- �^ responding to the spix */nd aho// be picked up and disposed of in suitable containers. Where posa/b/o, operations such 11' What measures have been or will be undertaken to perform o spill iU response. o» sowing that create small particles should be performed in one spot in an area protected 12' Any other Information that may significant to the response oon from *ind. Grid waste particles collected and disposed of frequently to minimize wind dispersal. CD ~ CL Packaging used to transport materials to the site for construction of the facility ahoU be (Nwtum/ ?esourc*s Commission; J17 mc 16-�-2J; filed Sept. 11, 2000, 131 P1 24.- «r 279) disposed of pmperly, weather the motoho| is taken out of its package and incorporated into the project immediately or stored onn/te for future use. Pooxogod mohoxo|u stored on,ito shoo be inspected regularly and any loose packaging ohox be repaired or disposed of properly. 312 IAC 1�-5-24 °p " Cleanup m/dowd�r�g of activities ohoU be done in accordance to good erosion control practices. --- IC 14-37-3 M Thes practices should include the use of um bogs such as Dandy Dirt Bogs. The use of these Affected: 14-37 � types of dewGterIng devices will remove large quantities of silt, sediment, and d�rt and prevent CJ ' these materials to enter the storm sewer system. Section 24 as d. If the use or lime is used to stabilize the mm or the site then all construction equipment owner or operator shall d*on «p soils of oo, fluids contaminated with oil, or saltwater as required by this oenUon u�donoo be cleaned of all excess material with water m the maintenance and refueling area �) ox»' fluid com�mino�o with ox that is connneu within u secondary containment structure or c�| uu required shown i o by ' «' Nutrients and fertilizers shall only be used to establish rapid vegetation. When these 1' remove within o (72 hours; products are ub|bed, the user should �y strict attention to mo pmuud� recommended usage. 2' placed � o non-leaking storage �n� and 0 99 Li 3. Cwoondm Waste Water J . managed or disposed of in accordance with Section 27(o) of this rule. «' All conc�te wastewater oho|| be disposed of in the designed area as directed »y the (c) Saltwater that is confined */thin o secondary containment structure or c' </ected as required by Section 2-2 of -h- /x rule general oont c�r or developer/owner. This area /s �o be o J' ueep. |U' square pit oo detailed must uo � on the Erosion Control Plan. This area shall be inspected on n daily basis at o minimum. 1 ' removed wl mi » (72) hours; When this area u*u«me fm/, the pollutants shall be excavated, placed in on acceptable z' P�cad in o non-leaking storage tank; unu container and disposed of in proper manner. 3' disposed of in «c««rdono« with Section 27(b) of this rule. GxST 4. Point Products (d) Fluid P|ocen in o non -leaking storage ge to k under subsection (b) or subsection (c) must be disposed of in o� �| excess point and their related products ohoU be disposed of �n the manner at which o«c»�«»«e with S«di«» 27 or this rule with in thirty (JO) days oMar discovery of u,o spill unless n«u�onu| time �o the manufacturer suggests. Under NO circumstances will point or mp� e|o�d products be nPpm«e� by the dwsi«n' 1 0200392 1: o|eon«m or u'uposou of in ooi|, sanitary n**om. »h`nn ae**m or detention buor (») Soils contaminated with m« than «»* (1) goon of oil must be cleaned up oo follows: ns. Any violation of this «ho« be reported to the job superintendent. 1' S»xo that meet the conditions for mmouiaUon in Section 25(c) of this rule may be: STATE OF :-z o. remediote at the facility as required by Section 25 of this rule b' opP//*d to }«oa* roads in «««»dn«« �U Section 27o (1) of this /o� or the *«*»t of accidentally contamination all efforts should be made to remove contaminants in c. excavated and disposed of as required by Sect/nn 7(d) of this ru/e. «n appropriate manner. The Conno/ Re Department should be contacted immediately to � determine if further measures (ire needed. 2 a o//' that «« not meet the conditions for mmod/ot/»» in Section 25(c) of this m/* must be excavated and ui xpoxo d o f oa required by Section 27(o) of this rule. A1 Soils contaminated with saltwater must be cleaned up as required by Section 26 of this rule. (g) Soils contaminated with oil that will be rememiote under Section 25 of this m|o must be managed to prevent nt JAMES K. SHINNEMAN P.E. 10200392 discharge of oil to unaffected soil or waters of the State. (I'VolurG/ Mesources commission Ju? mx /a 24; filed Sept. 11, 2004 �J/ +�- 24 m 280) cn u� - ' ' ` ~� ' ' ° Cal/ 1 w~ ^ ' u wonxww o4Ya � ocronc You om' 17� w: ` o 4 n ' »»/7-»�� 7-L��� . [��»x . 55I TS ~� / / //- 1_/� , , m»IAN^vDsm*mu� x�wv��c . SHEET NO. C104a PROJECT NO. 3 J L0 _D 0 � a c O N U Cp i LO 0 O tV L � � T � o � � 3 � � v 0 o s: �o 0 �7_W � o J � J C 10 9 7 I 6 5 4 3 QD I / / I / / I I / I � / I Q) �(z) / j 5 TP co 2 GENERAL NOTES: 1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTILITIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2) PROVIDE THRUST BLOCKS FOR ALL WATER LINE BENDS AND TEES, INCLUDING TAP CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE LINES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE LINE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM LINES WITH MECHANICAL DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 18" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC /FIRE LINE SERVICE. 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC /FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. 11) COORDINATE UTILITY CONDUITS WITH SERVICE PROVIDERS. 12) SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL /TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. I. Beehive Inlet CONSTRUCTION. LIMITS I EX. 6" TILE EAST �ra�e . / `�A / PLAN NOTES: 'Q wM r / / ii CONNECT PROPOSED DOMESTIC WATER SERVICE LINE TO EXISTING T� 7_1 ., .• : .. IPS WATER a AND I' ARCHITECTURAL PLANS. FIELD VERIFY LOCATION OF EXISTING WATER LINE. 11 - (II i G.. % I / '� I l i CONNECT PROPOSED 6" SANITARY LATERAL TO EXISTING SANITARY t r" :'.. 2 FH / / O LATERAL. FIELD VERIFY DEPTH AND LOCATION OF EXISTING LATERAL AND ADJUST AS REQUIRED. TELEPHONE TO BE RE- ROUTED INTERNALLY WITH MINIMAL III w-�, / i/ 3 DISTURBANCE. COORDINATE WITH TELEPHONE COMPANY AND / ,! ► STM STP, ' 703 I ° 1 ® / ARCHITECTURAL PLANS. !tll STP�� STIR ;, 7G4 _ i I I ,� II �.EEHNE 15,LL1 BEEHIVE INLET • �;�` / / l I l r1EENAH G --4342 NEENAH R -4342 TRIO i T W A i` , / CONNECT PROPOSED ELECTRIC" LINE 0 NEW TRANSFORMER. ' 1C= 843.0: 1 T C= 843.50 , 4 / COORDINATE WITH ELECTRICAL COMPANY. PROVIDE TWO 4" `JV= 839.- INV= 839.25 E 5 CONDUITS WITH PULLSTRINGS AND WOOD STAKE MARKED n n, - !�! "ELECTRIC ". I OF 12 "C,) r^ 1.00% i _ r / STM STIR 702 � -3 : • / / URB INLET CAST G O EXISTING AERIAL LINES TO BE BURIED UNDERGROUND BY SERVICE , PROVIDER _- NEENAN R -32Fs� 8V H 1 i �= ; �`°'°t ��....� > . HDPE ROOF / :: ROOF I / TC= 842.60 ;r CONNECT PROPOSED GAS LINE TO EXISTING LINE. COORDINATE - DRAIN ®1.0� 0 ID RIS R CAS 1NG- -{ _ I !� D .A' ` 1.0% MIN / GUT - 842.10 % O WITH GAS COMPANY. REMOVE EXISTING SERVICE UNDER NEW 28 / l ..: � • - INV SW= $3f�50 (I �� I�'';;OPOSED - -ST4: Y 01=FICE BUILDING �2" I / INV E = 83$.00 BUILDING FOOTPRINT. R a@ / INV W- 58.00 i 64OJ F (r-OT FLOORS) I , ° / FF r45.�C / / SUMP - 34.50 0 CLEAN OUT - SEE DETAIL SHEET. II / °. ; • ,L�jCta �. KNOX Bv�� AT THIS E'Tt�ANCE. t SOLID RISER CASTING C O �DI'�ATE_ i TH _P RE :DEPT. ANO !_ I 3 T i.. - T _4 I 4 j t'!, p) STM ST R 705 i BEEHIVE INLET,/ NEENAH R 4 42 I <� .- I 2 -AC U TC= 841.50 / ' I Gti INV= 838.22/ EXISTING 2 STO;,Y 01 I ,CE BUILDING ! I I r-. / 6400 SF /BOTH r L 00RS) E 84� ;n 22' OF /12" RCP @ 1.00% eX , �. ! i� - �Jo=t� Edge of Hone Place Statutory. a�, � •. � � / �q � I I i E-_ / 143' RM sE1�E, PE !i ,I Leu,aI Drain asement 115 OF 48 MOPE STORM SEWER II , I a i STM STIR 01 ~ 0N5TRI C i i L11:11TS ,� 'y 14 x 7./ BOX '� N -f-yLCIS Z NEEhdAH R- 772 CA TINGS / 8400 S i�1E �T W tit INV NE= 836.50! INV S W = 836.50 ,< INV S= 840.50 Speed Limit Sign 6 ORIFICE BHv Inlet L I ; TC + V 5.4 1/ 9 , Sump: to �i n -NOTE - RUN WATER LINE AT 48" MINIMUM DEPTH. PROVIDE MINIMUM OF 10' HORIZONTAL & 2' VERTICAL CLEARANCE BETWEEN WATER & SANITARY LINE. SANITARY SEWER LINE IN PROXIMITY OF WATER LINE SHALL BE 0900 WATER MAIN GRADE PVC. �1 Or 2 PVC ? , (To remain in place all times. I` I . Cb't , / l g , \ low- -. 5 �y ee t Sign - N` E. >AL W � gl_#e°il'- Ems- °� � ,� / S tr u t (30 'W 15 p 105th /_ - - / 77 Storm � Storm MH - STM STIR #7GO TC: 844.18 �- + 6.0";. MANHOLE Sani�ary MH TC= 844.00 W. Inv. 834.33 TC: 844.11 INV :SE = 836.4.0. E. Inv: 832.33 Inv: 823.3 INV NE- 836.40 NE. Inv: 832.38 I�JV NW= 840.50 (EMERGENCY SPILLWAY) NW. In 836.98. - SUMP - 834.40 NEW III/ NiP�= 836.00 AI =`7 7 5 4 3 n fyi >I rnrkin )3� FH# & = EXIST. FIRE HYDRANT WM ® O I = EXIST. WATER METER/VALVE REA = EXIST. SIGN 0 = EXIST. MONITOR WELL • PKF = EXIST. IRON PIN & OR PK (SET /FOUND) ®GM © = EXIST. GAS METER EXIST. GAS VALVE = EXIST. STORM INLET ® "'" = EXIST. STORM /SAN. /TELE. MANHOLE EM ® EI a = EXIST. ELECTRIC METER ® O 0-0 = EXIST. POWER POLE /POWER POLE w/ LIGHT GA C EXIST. GUY ANCHOR T. Ped.® 0 = EXIST. TELEPHONE PEDESTAL ac = HVAC UNIT CO a = EXIST. CLEANOUT OMB = MAILBOX = EXIST. LIGHT O BOL = EXIST. BOLLARD Q = EXIST. SANITARY SEWER LINE EXIST. STORM SEWER LINE EXIST. CONTOURS ® = CONCRETE END SECTION (C.E.S.) 0 GP = GATE POST FMI = TRANSFORMER - - - = RIGHT -OF -WAY LINE - - - - - - = PROPOSED SANITARY SEWER LINE = PROPOSED STORM SEWER LINE STM = PROPOSED HDPE ROOF DRAIN © = PROPOSED PIPE BOLLARD O = PROPOSED MANHOLE PROPOSED CONTOURS 894.50 PROPOSED ELEVATION 0 = DRAINAGE FLOW ARROW W = WATER U N E G = GAS LINE F.F.E. = FINISH FLOOR ELEVATION TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (MANHOLE /INLET) RCP = REINFORCED CONCRETE PIPE CMP = CORRUGATED METAL PIPE PVC = POLYVINYL CHLORIDE PIPE STIR. = STRUCTURE M.E.G. = MATCH EXISTING GRADE SSD = SUB - SURFACE DRAINAGE TOC TOP OF CURB GUT = GUTTER OUL = OVERHEAD UTILITY LINE T - TELEPHONE LINE TBM = TEMPORARY BENCHMARK E = ELECTRIC LINE • • 10 • 4• 2 Call 1-800-382-5544 2 WORKING DAYS BEFORE YOU DIG. „IT'S THE LAW" INDIANA UNDERGROUND PROTECTION SERVICE, INC. CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) 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 ROVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 • 7-4 NO 00 V No cin C4 000 00 t-: t-z x ,-4 V-4 Q V M M 00 x w a V A �z a a vl 1.4 O � w >" a� 000 UD A w E♦ � O W V� • O� W z 0 _q }; L >� Ln z O E-+ O v W W E Q Y N w o z" z Z'- � coo p ul < E F (�. C] 0 Ca Ca U Im L L ca� LO w0 r:1 _ 0 0 0 a a CD 0 W Y U o v, a� � W Z� W co U co U W Z Quo �a-� z o0 >�� GISTE N0. - 10200392 �'.. STATE OF �NDIANP. � SS/ONAL x���` hoi14la5 JAMES K. SHINNEMAN P.E. 10200392 Co U Q 0 W � � r° d rwr W w CID ZI z� U rs, O �v LO a a n SHEET NO. C105 PROJECT NO. w05.0417 LUMINAIRE SCHEDULE 't.5 14.7 2.8 1.1 r.6 b. Symbol Label Qty Catalog Number Description Lamp Foe Lumens LLF Watts 2 A 2 KFL2 175M RW ARCHITECTURAL FLOODLIGHT, RYJ CNE 175- V-!-zT-r CLEAR ED-17 NyET :L ;ALIDE, s)10 22.ies 13300 0.72 175 DISTRIBUTION H; OR T f :' -- : :0SITI0"'N. B 10 AH 100M 8AR 8" OPEN DOWNLIGHT � WITH SPECU+,..AR 0 E 10-3- 1VAT COATED �; �.� � - . E � <ALlDE, Ll L757.iES 7900 0.72 125 REFLECTOR &-iR T ?CAL "z E -UP ` 1" -- n rn r'v.�, ARCHITECTURAL ONE 1 E04VAT" CLEAN; C 2 YdSR 150h9 FTU SCONCE WITH e 0-17 : E ,1_ sALI�'E: L'i `- 11356.!ES 12900 0.72 185 FORWARD THROW I C gal , ;i_ i= O'ITICN. DISTRIBUTION WITH UPLIGHT, CLEAR FLAT GLASS BOTTOM LENS. PRISMATIC FLAT G€n.A TOP LENS. CLEAR LAMP. 14.1 't.5 14.7 2.8 1.1 r.6 b. .+ 5.6 fc 26.3 fc 0.0 fc N/A N / A 11.7 *212 15.4 14.3 1.3 1).4 b. i 'l.9 2 3 14.1 2.7 t).5 .? I t. s i �.R Y 1 ` 1" -- STATISTICS Description Symbol Avg Max Min Max/Min Avg /Min Site + 1.4 fc 19.7 fc 0.0 fc N/A N/A Facade .+ 5.6 fc 26.3 fc 0.0 fc N/A N / A ie0,0" (P) NOTES 1. Luminaire Type 'A' ground mounted. 2. Luminaire Type 'B' mounted in overhang at 18' a.f.g. 3. Luminaire type 'C' mounted on building at 14' a.f.g. 4. Readings shown are taken at grade. �., o (ASp�a1 ' - , o TP / rrave� cri Li W �! Q i W II Lj W Cr I III i _ i .. I Q C) U Ili X it p .0 b.0 j b. t.0 b.0 10.2 b.4 b.3 b.2 b.3 b.5 b.4 b.1 b.o b.0 b.0 t.o b.0 / �a to b.a { I b. �b.0 15.3 22 't.1 -42 22 -4.6 b.0 *.1 1.7 b.2 b.1 'b.o to to 1• t.0 b.0 ! lI b. .o b.$ b.1 a 16.9 , a4.0 '19.6 15.9 b.5 .1 b.0 B B B B B I �b.o to I i b.� 11b.0 2 b.0 2 °!.3 'b.6 1.4 'd.4 ss2 b2 I i �b.o to i! b•OS � f .o t).1 . - .3 t). o b.0 I b. tLO .6 .7 .3 b.1 I 1 .,.2 b.6 1.8 ':.3 18.8 18.8 .0 b.0 I t.0 .0 I ti. 1 '4.3 1.5 .3 t).1 0 b.0 t2. .o I b.0 5• 1.4 b.9 .3 b.1 .0 v n b2 b.8 14.6 °11.0 2f.0 a� ! I I 0 b.o II b.o.0 b.o 1 2.4 12 .3 b.1 Q .� .0 b.0 I b.0 D, .o b. 46.7 1.6 .3 b.1 W .6 \ Q1 3 � a .0 to � I b.01 � �.0 b.0 � '5.7 1.6 .3 b.1 ` X �O .o b.o b.o 0 � 1 � 2.0 1.0 .2 b.1 B B B B B Q- .0 b.o I �I b.0 .0 b.4 '4.9 14.1 19.7 e 1 13.6 15.3 b.6 .0 b.4 b.3 .1 b.0 a 1 .o to � Into I '.0 b.1 .5 .3 `.9 8 '3.3 b.3 'S.6 •1.9 •b.3. b.1 b.i .o b.0 I � P I I.o b.0 !b.0 .0 b.0 b.1 b.4 / / 5� 1b.3 .4 .4 .2 .0 .0 .0 .0 b.0 Q .o b.o .0 o to b.o b.o b.o b.o b.o b.o b.0 b.0 b.0 b.a .o 0 b.o b.o .oI to b.o b.o 'b.o b.o b.o b.o b.o b.o b.o b.o b.o .o b.o i i \ 2 Ex tirg Parka g S aces \ 11 I 105th Street (30' R/W o CD i Plan View - Lighting calculations provided by LightSOURCE are based upon input data Scale 1' =30' provided or assumed. For this reason, the. calculation input data is included` with this calculation for your consideration and understanding. Jobsite conditions, insufficient . and or incorrect information may affect the installed lighting. results. Neither LightSOURCE. nor the manufacturers we represent will be responsible for any deviations in the design or construction affecting the appearance of the lighted 'space. ON J 7 5 5 4 u A s{ �EI I k wl- r TRAFFIC NOTES DURING THE COURSE OF CONSTRUCTION, ONE LAi-F REL UCTIO WILL BE ALLOWED BETWEEN THE HOURS OF 9a3yi. CONSTRUCTION MUST BE COMPLETE WITHIN 5 LAY ATE '!�i a LANE MUST BE REOPENED AT THE END OF EACH `Ara. i �:Lif ifa :LJ CLOSED. THE BARRRICADES SHALL BE MOVED TO THE EDGE Or P A`'EMs AT TIMES OF NO CONSTRUCTION TO ALLOW FOR UNOBS T RUC TED 1 ' FFIC FLOW THROUGH THE CONSTRUCTION AREA. FENCING AND BARRICADES SHALL BE PLACED SO AS TO E N CO` ?L.-'ASS AN-17 EXPOSED TRENCH AREA AT TIMES OF NO CONSTRUCTION. THE ROAD WORK AHEAD SIGN SHALL ALSO BE CO 7 REla ' R T _; :.i ED �,Ws Y FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. m f SPECIFICATIONS OF THE INDLANA ` DEPARTMENT OF TRANSPORTATION S'T'ANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2000 AND ALL SUBSEQUENT REVISIONS. ALINT DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4" MUST HAVE TYPE II DRUMS WITH, TYPE 'A' FLASHERS SPACED EVERY 100 _ v -100' 100 � N �3 W20 -1 (36X36) ROAD CONSTRUCTION AHEAD / J i � -4 (36X36) JE ROAD 250FT. 00 FEET AGMAN AHEAD 4 2 1 , o ` w ITqT" MAINTENANCE OF TRAFFIC wwqT � � 0 0 V MM00 a! 0 = DRUM TYPE BARRICADES (INDOT SPEC. 801.09) SPACED AS x NOTED WITH TYPE "C" STEADY BURN LIGHTS. -< W V1 13 FLAGPERSON - MUST MEET SECTION 6F V W� IN THE INDIANA MANUAL ON UNIFORM � A TRAFFIC CONTROL DEVICES FOR STREETS Z AND HIGHWAYS - 2000 l ADVANCED WARNING SIGN pi = WORK AREA O W � SIGNAGE SCHEDULE O V1 00 N A — 4 — W20 -1 (36X36) "ROAD CONSTRUCTION AHEAD" 'a• • Z — 3 — W20 -7 (36X36) "FLAGMAN AHEAD" W — 2 — W20 -4 (36x36) "ONE LANE ROAD AHEAD" 0 W — 15 _ DRUM TYPE BARRICADES (INDOT SPEC. 801.09) x SPACED AS NOTED WITH TYPE "C" STEADY BURN LIGHTS, O� z NOTE: 'THE ADVANCE FLAGGER SIGN IS INTENDED z W FOR USE IN ADVANCE OF ANY POINT AT WHICH A `^ 0-� FLAGGER HAS BEEN STATIONED TO CONTROL TRAFFIC `n 5 o THROUGH A CONSTRUCTION MAINTENANCE PROJECT." '~ V THE SIGN WILL ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING THEIR STATION." THE SIGN SHALL BE PROMPTLY REMOVED, COVERED, OR TURNED TO FACE AWAY FROM THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE STATION." o ^ a Ln CD `-, as o E. o 0 w pq q cl i THE FLAGPERSON SHALL MEET ALL REQUIREMENTS OF w o z i' w o SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM ° � Lo w a ( x d a ra c.� TRAFFIC CONTROL DEVICES FOR STREETS AND ca C) ca ca HIGHWAYS DATED 2000 AND ALL SUBSEQUENT REVISIONS. E E cn co Lo Lo CD co m w Q4mo Q cn J Q' PLAN NOTES: 0 0 Oj ROAD CUT FOR 12" STORM SEWER CONNECTION. � �, COORDINATE WITH PUBLIC WORKS AND ENGINEERING C) L DEPARTMENT AND PROVIDE MINIMUM ONE WEEK'S NOTICE. Y MAY ONLY CLOSE ONE LANE AT A TIME. WORK MUST BE NW COMPLETED WITHIN 5 DAYS OF COMMENCING ROAD CUT. Z 0 ROAD TO BE SAW CUT — FULL DEPTH FOR REMOVAL AND � o .PATCHED PER DETAIL ON SHEET C201. Z Quo Z cy-w W W 0-0- co Ln Lo z o0 0 > as K. S Hlty* NO. 10200392 -o STATE OF �0 w X'- /ND IANP . SSIONAL ����II/I I I nttrrrr� el ztn +� JAMES K. SHINNEMAN P.E. 10200392 O Lo N r. p X 0 0 vW Z �g oW N Z 3:: O I� 2 Q Q W gLL- o 0 co M X 00 X v w Ci 00 4 2 1 , o ` w ITqT" MAINTENANCE OF TRAFFIC wwqT � � 0 0 V MM00 a! 0 = DRUM TYPE BARRICADES (INDOT SPEC. 801.09) SPACED AS x NOTED WITH TYPE "C" STEADY BURN LIGHTS. -< W V1 13 FLAGPERSON - MUST MEET SECTION 6F V W� IN THE INDIANA MANUAL ON UNIFORM � A TRAFFIC CONTROL DEVICES FOR STREETS Z AND HIGHWAYS - 2000 l ADVANCED WARNING SIGN pi = WORK AREA O W � SIGNAGE SCHEDULE O V1 00 N A — 4 — W20 -1 (36X36) "ROAD CONSTRUCTION AHEAD" 'a• • Z — 3 — W20 -7 (36X36) "FLAGMAN AHEAD" W — 2 — W20 -4 (36x36) "ONE LANE ROAD AHEAD" 0 W — 15 _ DRUM TYPE BARRICADES (INDOT SPEC. 801.09) x SPACED AS NOTED WITH TYPE "C" STEADY BURN LIGHTS, O� z NOTE: 'THE ADVANCE FLAGGER SIGN IS INTENDED z W FOR USE IN ADVANCE OF ANY POINT AT WHICH A `^ 0-� FLAGGER HAS BEEN STATIONED TO CONTROL TRAFFIC `n 5 o THROUGH A CONSTRUCTION MAINTENANCE PROJECT." '~ V THE SIGN WILL ONLY BE IN PLACE WHEN THE FLAGGER IS WORKING THEIR STATION." THE SIGN SHALL BE PROMPTLY REMOVED, COVERED, OR TURNED TO FACE AWAY FROM THE ROADWAY WHENEVER THE FLAGGER IS NOT AT THE STATION." o ^ a Ln CD `-, as o E. o 0 w pq q cl i THE FLAGPERSON SHALL MEET ALL REQUIREMENTS OF w o z i' w o SECTION 6F, IN THE INDIANA MANUAL ON UNIFORM ° � Lo w a ( x d a ra c.� TRAFFIC CONTROL DEVICES FOR STREETS AND ca C) ca ca HIGHWAYS DATED 2000 AND ALL SUBSEQUENT REVISIONS. E E cn co Lo Lo CD co m w Q4mo Q cn J Q' PLAN NOTES: 0 0 Oj ROAD CUT FOR 12" STORM SEWER CONNECTION. � �, COORDINATE WITH PUBLIC WORKS AND ENGINEERING C) L DEPARTMENT AND PROVIDE MINIMUM ONE WEEK'S NOTICE. Y MAY ONLY CLOSE ONE LANE AT A TIME. WORK MUST BE NW COMPLETED WITHIN 5 DAYS OF COMMENCING ROAD CUT. Z 0 ROAD TO BE SAW CUT — FULL DEPTH FOR REMOVAL AND � o .PATCHED PER DETAIL ON SHEET C201. Z Quo Z cy-w W W 0-0- co Ln Lo z o0 0 > as K. S Hlty* NO. 10200392 -o STATE OF �0 w X'- /ND IANP . SSIONAL ����II/I I I nttrrrr� el ztn +� JAMES K. SHINNEMAN P.E. 10200392 O Lo N r. p X 0 0 vW Z �g oW N Z 3:: O I� CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 W o z. a �T1 Fri a � D SHEET NO. C107 PROJECT NO. W05.04J[ 1 2 C Q � Z U 0 �V X� � V) N V N0 aril s CAUTION!! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) 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 0 SAID EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 W o z. a �T1 Fri a � D SHEET NO. C107 PROJECT NO. W05.04J[ 1 sl V) 10 MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT GREATER THAN 5' (1) UNDER PAVEMENT 9 LESS THAN 5' (2) %� < _ ;�\ \�� M COMPACTED TO 95 %.STANDARD PROCTOR -+ !III II Q g EDGE OF PAVEMENT, CUR , =1 8c 'I, T :.ICE T A1�t- GUTTER OR SIMILAR STRUCTURE 1.25 Q + 12" (MIN.) IL- THE PUBLIC RIGHT -OF -WAY • $ . (2) "B" BORROW OR EC 1 ,'. GFA • L,A.? MATERIAL COI PAL T D -`� ��., .. I STANDARD PFROC I .'� D ; S ' (1) REGULAR BACKFILL .r; _ = .AL 3F-C-1-4 PIPE MIN. 12" . . 0 . B�= OUTSIDE DIAMETER ALL BEDDING & INi 1. 6. r ^FII' D = INSIDE DIAMETER . .' . SHALL BE INSTALLED IN 6 13 1 z d = DEPTH OF BEDDING & BALANCED LIFTS A MIN. n CL EAR' NCE MATERIAL BELOW PIPE SHAL BE PROVIDED ON EACH SIDE .. ALL BEC �1iNG & I < bAL BAC FILL SHALL OF THE INSTALLED PIPE #8 CRUSHED STONE OR BE INST`1LEE I`1 " T•O 12" BrA:L*1, -ED .APPROVED EQUIV. CLASS I 4° BEDDING MATERIAL HAND - Al D d(h'N.) TAMPED OR WALKED INTO . COMPACTED TO 95% STANDARD PROCTOR 27" & SMALLER 3 PLACE DENSITY. . . 30" TO 60" 4 66" &LARGER 6 TYPICAL BEDDING SECTION PVC & HDPE (NO SCALE) NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3A' (THREE FEET) OF THE FOUNDATION WALL. FINISH FLOOR NEENAH CASTING R -i i ' '' �' e > ,' OR EJIW 1578 FOR ' - CLEANOUT IN PA`JEMEN OUTS] RADE + `,> CONCRETE ENCASEMENT 1' 1• ALREADY N I. ' d PROPOSED RIGID . ' • SURFACE a •o A. CLEANOUT PLUG & ADAPTE ' 4" P.V.C. PIPE •. . � . It ,' . . . _ ,f - 'k 1 /8 STREET BEN - • t. J . 4" X 6" INCREASER 6' PIPE (SEWER LATERAL) . TYPE TYPICAL CLEANOUT SECTION (NO SCALE) ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINIS`TRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES ",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. RESERVED PARKING THIS SIGN 'TYPICAL AT ALL ACCESSIBLE PARKING SPACES �o . .. THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE VAN 12" X 6" PARKING SPACES CCESSIBLE PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW ......... _,// 3 LBS. /FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD LA' W SPECIFICATION SEC. 910.14. v USE 6" PIPE BOLLARD FILLED W/ CONCRETE ONLY WHEN `O SIGN IS IN PAVED AREA OR GO SIDEWALK . d to SLOPE TOP ro OF CONCRETE GROUND /PAVING SURFACE . -0 . A a / \ \ / \ \/.� / \ \ / \ \ / \ \ / \ \: 3500 P.S.I. � o /i�/ P.C. CONCRETE a a ;;, \\ j/ j/I j / . ° 3° \ \ \N1i`1 I . U :a V -6' U 'ADA' SIGN BOLLARD MOUNT DETAIL SIGN MOUNTED IN BOLLARD (NO SCALE) D 3 LBS. /FT. GALVANIZE] SIGN POST PER INDOT SPECIFICATION SEC. 9' L ' L . L 11 L DRIVEN OR SET IN COMPACTED BACKFILL. , STREET SIGNS POST DETAIL . (NO SCALE} 3 . v FINISH GRADE w OR PAVING (SUBGRADE Q o AI I I ICI] 1- ° E OVERLAP o N FABRIC U If] M 0) � FILTER O7 c: I 0 w / 0 O ° . O CV Lc) O � J 3: - T � 0 L 3: Ln a) 0 0 0 i �° =v�� Z� . o? \° Q o -, � },o J O J Q d !; � .- . FABRIC I 19 WASHED o GRAVEL 12' TRENCH 4' PERFORATED PIPE UNDERDRAIN SECTION SUBSURFACE UNDERDRAIN 10 (NO SCALE) I I 8 • ;; _.11� G tEA ?ER TF".! "i 5 1 MIN. 1.25 Bc MIN. 6" TOPSOIL TO ENSURE 111) () GP•ASS GROWTH IF NOT UNDER LESS TITAN 5' (2) (2) 1.25 Bc + 12" (MIN.) PAVEMENT. I -�----I \ _ III_ , � \ I -i. EEGE CF Pr EM `7, , II .. CURB: GlI'°� . R - I_ "l JItAP STR CTL L 5 -,.". ft A MINIMUM 4" DLk PIPE CLEANOUT SHALL BE `0 INSTALLED WITHIN THREE (3) FEET OF OUTSIDE . BUILDING WALL. A PLUG SPECIFIED BY THE PIPE • MANUFACTURER SHALL BE USED TO ENSURE (1) REC` I',AR 3ACV, ILL (2) 'B' BORROW OR EQUIV. GRANULAR MATERIAL 1007; WATERTIGHTNESS. D d MIN. 27" &SMALLER 3 30 TO 60 4 66" &LARGER 6 . 4 3 2 - • � �D 00 . ••-4 '� p [ -� �o`� V NEEIVI N R- 645€3 -HL 42' DIAMETER, 6' THICK ~\ LINE OF fRAiiE AND GRATE REINFORCED ( #3 CONTINUOUS) �r1 l�� \ \�' ; ✓\ V j PAVING CONCRETE COLLAR ,��� �i/ -TRUNK LINE �� �V \ V \\ \\ N 1 '\ z 6' CONCRETE CURB LATERAL NNIMUM \II/ \ +/ / \/ a a SIZE =6" BUILDING LATERAL \VV / \ \ / / \\ / / \\ MINIMUM SIZE =4" V \v \ / \ � 2�'r' HDPE RISER 1/8 BEND �V \�V�y, \1, \' �� / \ \� �\ 48' HDPE PIPE . �V �/ / \ ��� NOTE: �V /\ j �\ \ \ / \ \j i STRUCTURE USED ALSO COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND FEND. IF PROPER COMPACTION 1/8 BEND CANNOT BE ACHIEVED. PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1 /8° BEND. 00 - __." \ SERVICE WYE • I FINISH GRADE 1" C.I. LOCATOR ROD MAGNETIC TAPE INSTALLED PER SECTION 7.02 -C PLAN VIES! I %� < _ ;�\ \�� M COMPACTED TO 95 %.STANDARD PROCTOR DENSITY: e .- 8c 'I, T :.ICE T A1�t- D NSF.E D + "JETER • $ •. Bc .. I +i EF-; H OF BECDING .r; _ = .AL 3F-C-1-4 PIPE . � • . . 1./6 Bc . .' . d. .. ALL BEC �1iNG & I < bAL BAC FILL SHALL BE INST`1LEE I`1 " T•O 12" BrA:L*1, -ED . LIFTS. A MII". OF 9" CLE4R',NCE - "B" BORROW OR EQUIV. GRANULAR MATERIAL' 3' FROM SHALL E•E PF 1.nrL ) CN EACH SISE O . COMPACTED TO 95% STANDARD PROCTOR BUILDING (TYP.) 1 TAE INSThLLE r F "� DENSITY. . . FINISH GRADE T��P�CAL BEDDING SECTION* RCP -PIPE . • (NO SCALE) . D d MIN. 27" &SMALLER 3 30 TO 60 4 66" &LARGER 6 . 4 3 2 - • � �D 00 . ••-4 '� p [ -� �o`� V NEEIVI N R- 645€3 -HL 42' DIAMETER, 6' THICK ~\ LINE OF fRAiiE AND GRATE REINFORCED ( #3 CONTINUOUS) �r1 l�� \ \�' ; ✓\ V j PAVING CONCRETE COLLAR ,��� �i/ -TRUNK LINE �� �V \ V \\ \\ N 1 '\ z 6' CONCRETE CURB LATERAL NNIMUM \II/ \ +/ / \/ a a SIZE =6" BUILDING LATERAL \VV / \ \ / / \\ / / \\ MINIMUM SIZE =4" V \v \ / \ � 2�'r' HDPE RISER 1/8 BEND �V \�V�y, \1, \' �� / \ \� �\ 48' HDPE PIPE . �V �/ / \ ��� NOTE: �V /\ j �\ \ \ / \ \j i STRUCTURE USED ALSO COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND FEND. IF PROPER COMPACTION 1/8 BEND CANNOT BE ACHIEVED. PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1 /8° BEND. 00 - __." \ SERVICE WYE • I FINISH GRADE 1" C.I. LOCATOR ROD MAGNETIC TAPE INSTALLED PER SECTION 7.02 -C PLAN VIES! I %� < _ ;�\ \�� M MIN. FALL= 30' `;f� \K ; 4 3 2 - • � �D 00 . ••-4 '� p [ -� �o`� V NEEIVI N R- 645€3 -HL 42' DIAMETER, 6' THICK ~\ LINE OF fRAiiE AND GRATE REINFORCED ( #3 CONTINUOUS) �r1 l�� \ \�' ; ✓\ V j PAVING CONCRETE COLLAR ,��� �i/ -TRUNK LINE �� �V \ V \\ \\ N 1 '\ z 6' CONCRETE CURB LATERAL NNIMUM \II/ \ +/ / \/ a a SIZE =6" BUILDING LATERAL \VV / \ \ / / \\ / / \\ MINIMUM SIZE =4" V \v \ / \ � 2�'r' HDPE RISER 1/8 BEND �V \�V�y, \1, \' �� / \ \� �\ 48' HDPE PIPE . �V �/ / \ ��� NOTE: �V /\ j �\ \ \ / \ \j i STRUCTURE USED ALSO COMPACTION OF GRANULAR BACKFILL IS CRITICAL UNDER WYE AND FEND. IF PROPER COMPACTION 1/8 BEND CANNOT BE ACHIEVED. PLACE A MIN. OF 6" OF CLASS B CONCRETE AROUND 1 /8° BEND. 00 - __." \ SERVICE WYE • I FINISH GRADE 1" C.I. LOCATOR ROD MAGNETIC TAPE INSTALLED PER SECTION 7.02 -C PLAN VIES! I 976 :�: r` ` ��, I � ` � Y� ` r ; "' . L I �; E \i�,� \•r !��. •. - - BELL HOLES SHALL BE RIGHT-OF-WAY ` , ,_ - - f' \ �\j a _ PROVIDED UNDER PIPE L NE T. >� ,. -3� �f d. _- 4" OPSOIL I Ii II- i i �. \\- % a A 1., PAVEMENT LiATI�! _� ; <; ��`` r II I -1 SE o" PVC b;r1, - ._, I has �� I -I . (,;T`:LE�� DTI- : -E'.r ;LSE 1 y� \� \, .a o 1- 22" S:'- EC'•F1-ED 1 ,_ \� /�\ " ' _I EARTH /�, � BACKFILL a .. I- R I ; - / � ��f - . 1.. EXISTING <��, / - ;% 11- GROUND SERVICE CONNECTION FOR SHALLOW SEWERS ���( I�01llETRIC I -) + I. 1. 1 i 1 t� >? \ a d n �.. a . "\ I ; I . . _ . , . : �° .: I I I I I- . (LESS -THAN 15' DEEP) . . (NO SCALE) , !_ I _ - + . 4_- LONG RADIUS C ,;PVE. . 0. E' 9" • / . �° I rre"", �" _� BI1i HOLES SHALL BE PROVIDED - ,I ! I ADD THE TRENCH PREPARED SO t . - .. $_ THAT THE BOTTOM IS 'PROPERLY _> -.. - �"� "T'_ _" _.` � SUP PORTET1 THROUGH ITS ENTIRE �� �t:�'' LEPIGTH . . -CURD DETAIL 7.00' -,-,%:f t ' I "i" -- B U I L � N ` CO=NNECTION (NO SCALE) sE �.1.?)iIN Sk'AIT �,RY SEWER . . . I ) �t� 0 �_� (NO SCALE) . - .A • 48' PVC ... STORM PIPE _ 12' RCP PdO� -: rLL PAINT TO BE N N ID • I 0 s� -.:� ArPUCAT;cN c� c; ��a I _ �� / _,AD C1. GLASS E_AD Is, h'7iiHv: i �_ ?rc ��, / C;r !`XT�RE AI'JD OR BROAD.rAST<t.v, '" ' c_` , 1. . w / c'RC° SD ADA Sluff .N 3' DIA; 'ETEF PG a _ta • ��� ;SEE SIGN BETA S) - d r�O- 0. °ENltff, CAST Its MATCH a t / I • SIGN IS. TO BE MOUINTED ON GALVANIZED STEEL U -POST AND MEET i IN.DA.T. RtiD I iDIAtiA t,1ANUAL ON UNIFORM TRAFFIC CONTROL DEVICES t4.00' CASTING. 24' e>a TYP. °: /� / FOR STP.rs' TS AND HIGHWAYS.' 1 j j' / .. d . . . . - - c . / STOP SIGN C 4' x 24) GROUT FILLED #; j/ /' 4' SECTION 0 n . Q. PVC I / /� /, (NO SCALE) 6- PVC S GRM PIPE C� / i , cv / ty ,2• RCP i / / / 1 1R Ot1REf i iiJ / I I . L ) // ' i �� 1 s a 3 / / i Y/j / K Mal 7 1 . '. . 11 . I- j . .1 . . . . 5 ' // / /_ 4 s I- / //; '-E / j • .. PROVIDE EXPANSION STRIP AND SEALANT I ADJACENT BUILDING AND EXISTING CURB a a a ° , . I i (5' CAR) 2 -44 BARS O 6' Q.C.x90' (HJLE %k 1 8' 8' M'V VAN I 8' 1 ;�2" PREFORMED JOINT FILLER PL�b VfE#!i +Y si;N.) I . - . i' !1 �.a ,�, T.C.= 844.00 /MIN. AREA o2o SO. iI4 /LV. FT. BOTH r ss ' r 1 1� 11' ` i" i L.� S a WAYS I TPAJtiSVERSE JOINT �, . �r ° / X// a . 0. ( ti l� '/1 ALE _ - O - / j /, . d . G z / // A 0 0 - 0.13' //. LJ z \OPENING CAST TO MATCH Ln .NOTE .' - a� CASTING. 24" DU 7YP. . PROVIDE 2� CROSS SLOPE . W MIN. AREa o.1>3 *4 AWAY FROM BUILDING .. - z FT. HOR¢GNTAL o.14 $Q. I+I IN./LN. FT. VcERTIGV_ w I.- w .. m 12' RCP . � < aERFLnw 6.00' 0.50' 131 % r -A: '- ' SURFACE m S 11 S,_`:c,C� F I x,.IT� LETTERS o wv- a4o.5o 6 -00' L 48* PVC - N V: L£" t E WWI 1 E r_ u. .-~' --�` --" �-} - it -- TRANSVERSE JOINT - � SiCmRAI PIPE _ \ -� I . ( s I �` 1 I I;1 \ I I GROUT FILLED ! I 1 4 SECTION of 6' PVC i I I 1 2' P� �(��R Fi.LER I € I 1 , INV =836 50 "76 1 i .. - �� . _-I =" _ _ I _ - 18 5.0' (MIN) d .r>` -. x -i?... ri .3 I I i , 't. 4• _ 0.67' .p , a a ' .. ' . - ° SEPARATE BASE AVAILABLE IF ,� L? 1 I - d. a', REQUIRED. a. I I .. c e . 4 a _a , - 4" CONCRETE � �_ 0.25' MIN. #P.EA 0.12 SO. IN. /LN. FT. BOTH I ° ' WAYS �^ . P�`, i F A; r�OI��'_P- 5L COR�:LRJ \ 1 - 4 " - #53 COMPACTED - ����� T i..o -I 1 {-=1,I 1 =1 I � � 121E =1 I I� I I =� iI� AGGREGATE tOtESc ��.� - ' L•- 1. MINIMUM CONCRETE CGMPRES$ JE STRENGTH 4,000 PSI 0 26 DAIS. 1L" I ,_° PREPARED SUBGRADE 2 REINFGRCEMINi MAY HE MESH OR BARS GRADE 60. (j Q-- .•I 3. CAST PIPE OPENING AS REQUIRED (MAX. HOIF =PIPE O.D. + V). GROUID JOINT TYPICAL. "- 4. STRUCTURE STEPS AVAILABLE IF REOUESTED. s., �R I_v " ; J � :lam PARl HNG' SIGN � . 1. INSPECT THE STRUCTURE AFTER EV0Y STORM EMff, .'. REMOVING SEDIMENT AND M.WNG NEEDED, REPAIRS IMMEDIATELY. TYPICAL SIDEI►LK SECTION 14'x7' BOX STRUCTURE DETAIL LL & . JOINT DETAIL ` (NO - SCALE) n :, ^ C i + I : ` r ' (NO SCALE) 1/_ x13" 18 GA. HOT _Ir GALJA;�:c� "�J . -I� -1 Cil1VE SI,j W11H 12' POST L ;, ; v 4 FE`L !L! -0 GROL J. PI. ST SHALL BE 12' LONG , � G"wvr,. °�i�CV [ 1; /" OD T L POSTS Pr'.�fTF' IJ` EN 10 IVIA CSI LIGr- P'��E` _ _. E�TT ;; :.F SGN A: �f:_ GF ;DE ' 3 . l3 . j�L FBr'� ;_ WIDTH OF RAMP -_ -_ . . . VAR, 4' Mill- VAR. (NJ �' ALE,, PAVEMENT RAt.tP SIDEWALK ' . L - " N_� ���� -• MAXIMUM RAMP. - SLOPE: 1;12 y 4 . CLASS 'A" CONC. '7 SIDEWALK SECTION A -A CECTION B -B 1: . C . .PLACE EXPANSION JOINT AT BACK OF 10" i-dA. RAMP C. CURB LINE OR AT SIDEWALK LINE. . , V - .5' CONTRACTION JOINT (TfP.) oO NOTE: ALL sTEIPI •T0 A I 1 =s 11 I ' a 3 BE 4" PAIN TED 'jIIlTE PLAN VIEW ;S TED .v o.a.v.•.a•v. .,f ., .a ° n.a. . 4 71 1 1 I I SECTION C -C 7„ _t - -� 2G' _ . _" ° -, . I`sl �',1, ,' 1; G1 FLARED SIDES . '�, NOTE: MAXIMUM SLOPE OF THE FLARED . �� SIDES SHALL BE 1 10 PIPE 512E MANHOLE rolA. -I PIPES MANHOLE I "FD PPIS (DIAL "GI WMING /LEAVING AT 0 -45 ENTERING/LEAVING AT 45 -90 DEGREES DEGREES 12 " -21• 48" 48' 24' 48' 60" 27 " -30" 60" 60" 33 " -36" 60" 72" 42° 72" 84" 48" 72" 96" 54" 96" 108" 60" 96" 108" . . 00000000q N ��o V M �Mfi r0�01 X w w � U) w U R w Q �� \ \�� \��\ \� AS AN INSPECTION RISER Q �.� �jj �/j �j /� \� j FlNISH GRADE OR PAVEMENT a �\\ \\ \ a � /� CASTING FRAME & COVER AS SPECIFIED \ s\ /�i //\ �j\ \j\ \j� DRAINAGE STRUCTURE (DS) TYPE 3 PRECAST CONC. lC� "DUMP NO WASTE - DRAINS TO WATERWAY" \ d 4 d / / / ADJUSTER RINGS, IF ASPHALTIC MASTIC OR BUM 1 r 3500 PSI CONCRETE < Q 8 \ \� \ \\ \ \ \/\ NEEDED (12 MAX.) RUBBER SEAL BETWEEN JOINTS. CA g • ° a' n / \ \ / / \ \ /� \�/ OR ECCENTRIC CONE. CAP O . e FIFL: . / -WEIR SOLID CAP 4' -0" DIA. w \\ \\ �\ FULL HEIGHT MANHOLE I%1 . . / . ° � /� / \ // KNOX BOX BY G.C.; MOUNT PER STEPS AS REQUIRED. ^ �% \ \\ \\ III \ / \ MFR. RECOMMENDATIONS. ADD � 16" (TYP.) p � (4 \ / /\\ \ / \\ \ \ / / \/ PLATE FOR WELDING /BOLTING KNOX 5" CONCRETE REDUCER CAP 00 /� / /// \/\ �\ EARTH CUT AWAY BOX mmmd j X>\ �/ // \ / //, /� /�� \/ CRADLE SHALL BEAR ON - MANHOLE CONFORMS TO � a \\\ \\ \ / \ \\ \\ \\ �� UNDISTURBED EARTH W / / / / ASTM C -478 /� //\ \ \ /� \� BOTTOM OF TRENCH 5.00 - NO BRICK OR BLOCK WILL \\ \\ \ / \\ TS 3 "x3 "x1/8" PAINTED RED DIAMETER "F" 6' BE ALLOWED IN MANHOLE CI1 4.00 // / / /� / / /�/ 7.00 FINISH GRAD ASP IHALTICAMASTIC OR W \� j\ TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE E BUM RUBBER SEAL DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY BETWEEN MANHOLE JOINTS V M. ..I SEWER PIPING (MAINS. LATERALS, FORCE MAINS, ETC.) AND DIAMETER "G" ALL OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S 12" o.c. CONCRETE FOOTING n� DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A �! MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED IrO _ _ _ FFw++i1 MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. - _ _= I 1 =I + 1= I I _ _ _ 11 =1 I I I i 1=111 I I -111 -I I I -I NVERT ELEVATION w 11= ! I =1 I I -I I l a . - Z 1 I I I I__ I I .. 1 I I 1 -I 11= CONCRETE CRADLE DETAIL +i- III =111 a 111 -ITI- o {NO SCALE) 2.0o I I +,;1 I I I 1 II I X11 24° O p tn V 4" I I I. KNOX SOX DETAIL NO SCALE DE � .- I L FOR CUT ROA D P,4 TC H I PdG ON ALL. CUTS, RO ,405 rr-1Ar REQV /P` T}!E EXISTING P4VEME1vT TO aE F_ - . T SE r . 4' OVED ?E D LO SHALL COE A P-IPT O Th S . PEr2M /T. . . 1 - _ -Ex S- I �i1S`Ir;G -1 . I -. G(7JPVNOUSL --�- ---777 _r SA'v Cut "0R CLEAN 6;(EAK -- - - --- _� E'.TU ;. 6,.,5 _ I PwvEr.tEra"' ! / `• lr vavE� - . - / / 1� k.A.C. a '. ( 'mac` \ + s -.,vA rir" , i . I - 'O` I p - ,;-__ s�?ck -� . I -: (Midi nn_ -- t`�_' }.F•�� -`.t `- (N. n r.�ur..i- 1. z -.. . r_ T' (Z) NEW SURFACE 15 TU BE SCOPE - i 5 0.,.-0; AT I-HE S,IME RAT= AS T+E TYF- o BJO +r:G EX(StIr<G SURFA,�C. '), (2) �rlSrlvG fw,SwENT' +5 T3 6E SK'•r. Q,T FUR A. CLAN BREAD ` . . - 1 r {j'`.MO : - 0 C N:' PACTEC AGGP'C; rE is TO - - 3E I�0 a7 6 -LIFTS AND 19 1'1 G P! AIr: CONCRETE (S r0 BE FlIV 1�r+EO - a� =IMPI•ICT_Ec. rn- fi , ..�:. - • i r _: r Tom= C V Srin,r: oaVfNFNT. <Q. TRIEWN SPOIL 1S 70- BE RE- - - : . MOVED FP.0f4 THE VA4iK SITE. ' ®- (� "I,� =IT SURFACE. . 0 SITUI.tItdOt,$ TACK APPLIED AS PER "INDIANA OED °T. OF HIGHWA''S STABQQARO SPEC - IFICATIONS - t9t38- SEGTIOhI yes a goz.' HAIIIIILTON COUNTY HIGHWAY DEPARTMENT . . REVISED. 1-14-92- - RtCCh1EPiD =U: - -I�-- ,I g/ - STANDARD PLAN "AM Iff MN CDUe+!Y Ff r;= ClAYE ' I APPROVES: - l+aAllltl7N CLU"tt UriCTOF OA?E Oho �� �n X04 O <QQ O oa 0 OQ �NEENAH R -4342 DUMP NO WASTE - DRAINS TO WATERWAY' 1„ 1 =1 I_ T.C. ELEV. -1 i I! I= I I -i I- III -1 I 1: - 2" WEEP HOLES D r. v' CONC. WALLS p g I v v gi _ � i i i , 24" X 24° i I i -1 I r- =1 I =1 i I =1 I 41 Iii , p.' 4 3/4" (TYP.) W -I i=i I i � -ill > . i lEi I i ` ° VAR. PIPE SIZE Y 19 ' ,� (18" MAX.) �=I I I - f .v v o' v v v., ►: . . 6" V V.,V (1) LINE 0.116" PIPE MESH 6" OF #8 OR #2 STONE W.W.F. 3' -0" SO. CONC. BASE BEEHIVE INLET 1. (NO SCALE) VARIES (SEE PLANS) 8" SCORE !1/4" PER FOOT SLOPE 1" TAD. - . c '-L o v o `1 /8 "RAD° 'IT CLASS "A" CONCRETE 2 o v o v .. e a r.s �4 � 2.. 1 - / F__ L- 4" COMPACTED _ / i- PAVEMENT .- F GRANULAR BASE I11 -I"' ° iEE 111 �•v 7- I. . . P �L`� LNG ADA ACCESSIBLE RAMP DETAIL �o -�� INTEGRAL WALK AND CURB DETAIL 3� y 0 1 � L (NO SCALE) (r;o SCALE . Z-'&'_'&-_-:7U4L + - 9 J �. 6 5 I L . ., - ..'' L �_.., L I L r . L � . I . I . . - -� � r . . . . I I L (NO SCALE) - v� - 6" �li�. z4 ` ,a . 1 LfF I`-" . ?f f// , /: 3" TOPS Lam% \ \ % \ \i\ �� . R I I I_ . (= rlf=fl - ; , . SOTABLE Ba^<FiLL ' I i l Ti F 1/ D CGrtFACTED ;N ♦' .1FT. II r 'I Q' '- I III ? •_ I+ I_ � - ;il l �I v I- v ° I G C! c r3 ° O , 0 J Q y. O ° C,° . c o ° o ° a Q �^ O c . . F 0 D o 0 . . 0 O O .O . i ° . I 0eo0 0.0 00 c f, - b-'- -� 1 o e o o 0 '0.0 00ToF'o0" 0 . O 0. O ° q . 00 °00 c0 "o . r0 O 0 G 0 "1 . 10 O- b 0 n . N0TS: . Ezpcaeicrl pints cqe reGuir:J al Stora Inlets.. . Contraction . points should be installed at IQ:.spccings. SPocmq.snall be 5 on curve rod i.. . . r_,.,,,,,r - minr; ehnll. bt tooled or sawn in _ . confiraousiy•Pouted curbs 10. 0- aeQla Of 1/2' min.._ . COMBINED CONCRETE CURB &GUTTER (TYPE II) . NO SCALE HAMILTON COUNT `HIGHWAY` DEPARPAENT FEVISED: -- '�` - t -F- STANQARD.PLAN 1. FECOMENDEO: GA E /t :LAW Law 'DI➢" ENOWER - - - G"}. APPROVED: ��S -9_S' t! WmN n anECTaw BITUMINOUS PAVEMENT OR FINISH GRADE 1/8" RADIUS CV� S -f:.e - f I III 3' l' -2" 55 G8REGA'E COMPACTED SUBGRADE CONCRETE WITH FIBER ADDITIVE TOOLED OR SAWCUT JOINT #6x1' -3" @2' -O" FILL JOINT WITH SEALING COMPOUND CONSTRUCTION JOINT 3/4" Ox 1 ' -3" @ 1' -O,. 1/8" RAD. 1/2; I CONCRETE EDGES I- EXPANSION SLEEVE a ---�� `r-� ---. ` 1 /2" EXPANSION 4 JOINT MATERIAL W/ SEALANT TOOLED JOINT EXPANSION JOINT CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) ima 100' . OF TOP CURB .. . a" a' PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB CURB JOINT DETAIL (NO SCALE) 4 3 2 \\-i-/ 8" i �._ � . BASE SHALL BE POURED IN PLACE 6. OF 18 OR 12 STONE GRANULAR LEVELING MATERIAL OR PRECAST. BOTH SHALL HAVE 14 REQUIRED FOR PRECAST BASE BAR$ -12" O.C. BOTH WAYS. 3 � a� y; In . O \ M Fo �N Q ram o U o z, z z x ,. oo STANDARD STORM MH Wj SUMP ti 17 c � U w (NO SCALE) w � o w � U] x � a. �l Q O U A II E E LO W 1 1 rn o 1 "- H.A.C. SURFACE J 3" -HAC. BINDER a 0 0 0 4'p-#53 AGGREGATE o ° Ln O I Y U 0 N 1- 4 " - #2 AGGREGATE (n I z, co w m 111 - 111 =►i► -iii; ill- -111 III - iii- i °Z A 0 COMPACTED SUBSURFACE Z W W ASPHALT PAVING SECTION �� 0 o0 (NO SCALE) � N � 7 � � U" ®® �. S HINNF,���,. �Q. ��G15TER�,o -qti S -0 1 "- H.A.C. SURFACE _ _ NO. - =_ 3' -HAC. BINDER 10200392 = -o STATE OF %��.� �NDIAXA - ' Z!;:!: 4 " - #53 AGGREGATE ���ii,FSS�O VIAL ECG \\\\� / /// /111111 1����` K�) A IV/141057 5 " - #2 AGGREGATE JAMES K. SHINNEMAN P.E. 10200392 COMPACTED SUBSURFACE ROW ASPHALT PAVING SECTION 0.5' yo V V14L v� ,° fa' i V- v • po: Duo Too vc. o ;e<e _ � < <o ,, ;; i ,e` v v v° v? .s vo V- a vo ; vo a 9 VtD (NO SCALE) 6" FIBER ADDITIVE REINFORCED CONC. 4 " - #8 AGGREGATE COMPACTED SUBGRADE CONCRETE PAVING SECTION DOCK PAVING (NO SCALE) 5 REBAR 1 ' -6" ITH 3/4" HOLE B�ELED EDGE . 6.0' 5I8p PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 1 Q Co 0 O . q 1. R l 9 v II 4 v� U R 5- -0 p4 . W � I� " L 4 Eeeeei U M rT, C4 Q � Z � 0 - W� '--' ° - � , W Q4 a ° C) M"I"L Cam. (t..l..� I Q d � � 0 w Q 0 . � r .. in, �/ a a SHEET NO. C201 . PROJECT NO. w05.0417 %� < _ ;�\ \�� M MIN. FALL= 30' `;f� \K ; �° I rre"", �" _� BI1i HOLES SHALL BE PROVIDED - ,I ! I ADD THE TRENCH PREPARED SO t . - .. $_ THAT THE BOTTOM IS 'PROPERLY _> -.. - �"� "T'_ _" _.` � SUP PORTET1 THROUGH ITS ENTIRE �� �t:�'' LEPIGTH . . -CURD DETAIL 7.00' -,-,%:f t ' I "i" -- B U I L � N ` CO=NNECTION (NO SCALE) sE �.1.?)iIN Sk'AIT �,RY SEWER . . . I ) �t� 0 �_� (NO SCALE) . - .A • 48' PVC ... STORM PIPE _ 12' RCP PdO� -: rLL PAINT TO BE N N ID • I 0 s� -.:� ArPUCAT;cN c� c; ��a I _ �� / _,AD C1. GLASS E_AD Is, h'7iiHv: i �_ ?rc ��, / C;r !`XT�RE AI'JD OR BROAD.rAST<t.v, '" ' c_` , 1. . w / c'RC° SD ADA Sluff .N 3' DIA; 'ETEF PG a _ta • ��� ;SEE SIGN BETA S) - d r�O- 0. °ENltff, CAST Its MATCH a t / I • SIGN IS. TO BE MOUINTED ON GALVANIZED STEEL U -POST AND MEET i IN.DA.T. RtiD I iDIAtiA t,1ANUAL ON UNIFORM TRAFFIC CONTROL DEVICES t4.00' CASTING. 24' e>a TYP. °: /� / FOR STP.rs' TS AND HIGHWAYS.' 1 j j' / .. d . . . . - - c . / STOP SIGN C 4' x 24) GROUT FILLED #; j/ /' 4' SECTION 0 n . Q. PVC I / /� /, (NO SCALE) 6- PVC S GRM PIPE C� / i , cv / ty ,2• RCP i / / / 1 1R Ot1REf i iiJ / I I . L ) // ' i �� 1 s a 3 / / i Y/j / K Mal 7 1 . '. . 11 . I- j . .1 . . . . 5 ' // / /_ 4 s I- / //; '-E / j • .. PROVIDE EXPANSION STRIP AND SEALANT I ADJACENT BUILDING AND EXISTING CURB a a a ° , . I i (5' CAR) 2 -44 BARS O 6' Q.C.x90' (HJLE %k 1 8' 8' M'V VAN I 8' 1 ;�2" PREFORMED JOINT FILLER PL�b VfE#!i +Y si;N.) I . - . i' !1 �.a ,�, T.C.= 844.00 /MIN. AREA o2o SO. iI4 /LV. FT. BOTH r ss ' r 1 1� 11' ` i" i L.� S a WAYS I TPAJtiSVERSE JOINT �, . �r ° / X// a . 0. ( ti l� '/1 ALE _ - O - / j /, . d . G z / // A 0 0 - 0.13' //. LJ z \OPENING CAST TO MATCH Ln .NOTE .' - a� CASTING. 24" DU 7YP. . PROVIDE 2� CROSS SLOPE . W MIN. AREa o.1>3 *4 AWAY FROM BUILDING .. - z FT. HOR¢GNTAL o.14 $Q. I+I IN./LN. FT. VcERTIGV_ w I.- w .. m 12' RCP . � < aERFLnw 6.00' 0.50' 131 % r -A: '- ' SURFACE m S 11 S,_`:c,C� F I x,.IT� LETTERS o wv- a4o.5o 6 -00' L 48* PVC - N V: L£" t E WWI 1 E r_ u. .-~' --�` --" �-} - it -- TRANSVERSE JOINT - � SiCmRAI PIPE _ \ -� I . ( s I �` 1 I I;1 \ I I GROUT FILLED ! I 1 4 SECTION of 6' PVC i I I 1 2' P� �(��R Fi.LER I € I 1 , INV =836 50 "76 1 i .. - �� . _-I =" _ _ I _ - 18 5.0' (MIN) d .r>` -. x -i?... ri .3 I I i , 't. 4• _ 0.67' .p , a a ' .. ' . - ° SEPARATE BASE AVAILABLE IF ,� L? 1 I - d. a', REQUIRED. a. I I .. c e . 4 a _a , - 4" CONCRETE � �_ 0.25' MIN. #P.EA 0.12 SO. IN. /LN. FT. BOTH I ° ' WAYS �^ . P�`, i F A; r�OI��'_P- 5L COR�:LRJ \ 1 - 4 " - #53 COMPACTED - ����� T i..o -I 1 {-=1,I 1 =1 I � � 121E =1 I I� I I =� iI� AGGREGATE tOtESc ��.� - ' L•- 1. MINIMUM CONCRETE CGMPRES$ JE STRENGTH 4,000 PSI 0 26 DAIS. 1L" I ,_° PREPARED SUBGRADE 2 REINFGRCEMINi MAY HE MESH OR BARS GRADE 60. (j Q-- .•I 3. CAST PIPE OPENING AS REQUIRED (MAX. HOIF =PIPE O.D. + V). GROUID JOINT TYPICAL. "- 4. STRUCTURE STEPS AVAILABLE IF REOUESTED. s., �R I_v " ; J � :lam PARl HNG' SIGN � . 1. INSPECT THE STRUCTURE AFTER EV0Y STORM EMff, .'. REMOVING SEDIMENT AND M.WNG NEEDED, REPAIRS IMMEDIATELY. TYPICAL SIDEI►LK SECTION 14'x7' BOX STRUCTURE DETAIL LL & . JOINT DETAIL ` (NO - SCALE) n :, ^ C i + I : ` r ' (NO SCALE) 1/_ x13" 18 GA. HOT _Ir GALJA;�:c� "�J . -I� -1 Cil1VE SI,j W11H 12' POST L ;, ; v 4 FE`L !L! -0 GROL J. PI. ST SHALL BE 12' LONG , � G"wvr,. °�i�CV [ 1; /" OD T L POSTS Pr'.�fTF' IJ` EN 10 IVIA CSI LIGr- P'��E` _ _. E�TT ;; :.F SGN A: �f:_ GF ;DE ' 3 . l3 . j�L FBr'� ;_ WIDTH OF RAMP -_ -_ . . . VAR, 4' Mill- VAR. (NJ �' ALE,, PAVEMENT RAt.tP SIDEWALK ' . L - " N_� ���� -• MAXIMUM RAMP. - SLOPE: 1;12 y 4 . CLASS 'A" CONC. '7 SIDEWALK SECTION A -A CECTION B -B 1: . C . .PLACE EXPANSION JOINT AT BACK OF 10" i-dA. RAMP C. CURB LINE OR AT SIDEWALK LINE. . , V - .5' CONTRACTION JOINT (TfP.) oO NOTE: ALL sTEIPI •T0 A I 1 =s 11 I ' a 3 BE 4" PAIN TED 'jIIlTE PLAN VIEW ;S TED .v o.a.v.•.a•v. .,f ., .a ° n.a. . 4 71 1 1 I I SECTION C -C 7„ _t - -� 2G' _ . _" ° -, . I`sl �',1, ,' 1; G1 FLARED SIDES . '�, NOTE: MAXIMUM SLOPE OF THE FLARED . �� SIDES SHALL BE 1 10 PIPE 512E MANHOLE rolA. -I PIPES MANHOLE I "FD PPIS (DIAL "GI WMING /LEAVING AT 0 -45 ENTERING/LEAVING AT 45 -90 DEGREES DEGREES 12 " -21• 48" 48' 24' 48' 60" 27 " -30" 60" 60" 33 " -36" 60" 72" 42° 72" 84" 48" 72" 96" 54" 96" 108" 60" 96" 108" . . 00000000q N ��o V M �Mfi r0�01 X w w � U) w U R w Q �� \ \�� \��\ \� AS AN INSPECTION RISER Q �.� �jj �/j �j /� \� j FlNISH GRADE OR PAVEMENT a �\\ \\ \ a � /� CASTING FRAME & COVER AS SPECIFIED \ s\ /�i //\ �j\ \j\ \j� DRAINAGE STRUCTURE (DS) TYPE 3 PRECAST CONC. lC� "DUMP NO WASTE - DRAINS TO WATERWAY" \ d 4 d / / / ADJUSTER RINGS, IF ASPHALTIC MASTIC OR BUM 1 r 3500 PSI CONCRETE < Q 8 \ \� \ \\ \ \ \/\ NEEDED (12 MAX.) RUBBER SEAL BETWEEN JOINTS. CA g • ° a' n / \ \ / / \ \ /� \�/ OR ECCENTRIC CONE. CAP O . e FIFL: . / -WEIR SOLID CAP 4' -0" DIA. w \\ \\ �\ FULL HEIGHT MANHOLE I%1 . . / . ° � /� / \ // KNOX BOX BY G.C.; MOUNT PER STEPS AS REQUIRED. ^ �% \ \\ \\ III \ / \ MFR. RECOMMENDATIONS. ADD � 16" (TYP.) p � (4 \ / /\\ \ / \\ \ \ / / \/ PLATE FOR WELDING /BOLTING KNOX 5" CONCRETE REDUCER CAP 00 /� / /// \/\ �\ EARTH CUT AWAY BOX mmmd j X>\ �/ // \ / //, /� /�� \/ CRADLE SHALL BEAR ON - MANHOLE CONFORMS TO � a \\\ \\ \ / \ \\ \\ \\ �� UNDISTURBED EARTH W / / / / ASTM C -478 /� //\ \ \ /� \� BOTTOM OF TRENCH 5.00 - NO BRICK OR BLOCK WILL \\ \\ \ / \\ TS 3 "x3 "x1/8" PAINTED RED DIAMETER "F" 6' BE ALLOWED IN MANHOLE CI1 4.00 // / / /� / / /�/ 7.00 FINISH GRAD ASP IHALTICAMASTIC OR W \� j\ TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE E BUM RUBBER SEAL DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY BETWEEN MANHOLE JOINTS V M. ..I SEWER PIPING (MAINS. LATERALS, FORCE MAINS, ETC.) AND DIAMETER "G" ALL OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S 12" o.c. CONCRETE FOOTING n� DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A �! MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED IrO _ _ _ FFw++i1 MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. - _ _= I 1 =I + 1= I I _ _ _ 11 =1 I I I i 1=111 I I -111 -I I I -I NVERT ELEVATION w 11= ! I =1 I I -I I l a . - Z 1 I I I I__ I I .. 1 I I 1 -I 11= CONCRETE CRADLE DETAIL +i- III =111 a 111 -ITI- o {NO SCALE) 2.0o I I +,;1 I I I 1 II I X11 24° O p tn V 4" I I I. KNOX SOX DETAIL NO SCALE DE � .- I L FOR CUT ROA D P,4 TC H I PdG ON ALL. CUTS, RO ,405 rr-1Ar REQV /P` T}!E EXISTING P4VEME1vT TO aE F_ - . T SE r . 4' OVED ?E D LO SHALL COE A P-IPT O Th S . PEr2M /T. . . 1 - _ -Ex S- I �i1S`Ir;G -1 . I -. G(7JPVNOUSL --�- ---777 _r SA'v Cut "0R CLEAN 6;(EAK -- - - --- _� E'.TU ;. 6,.,5 _ I PwvEr.tEra"' ! / `• lr vavE� - . - / / 1� k.A.C. a '. ( 'mac` \ + s -.,vA rir" , i . I - 'O` I p - ,;-__ s�?ck -� . I -: (Midi nn_ -- t`�_' }.F•�� -`.t `- (N. n r.�ur..i- 1. z -.. . r_ T' (Z) NEW SURFACE 15 TU BE SCOPE - i 5 0.,.-0; AT I-HE S,IME RAT= AS T+E TYF- o BJO +r:G EX(StIr<G SURFA,�C. '), (2) �rlSrlvG fw,SwENT' +5 T3 6E SK'•r. Q,T FUR A. CLAN BREAD ` . . - 1 r {j'`.MO : - 0 C N:' PACTEC AGGP'C; rE is TO - - 3E I�0 a7 6 -LIFTS AND 19 1'1 G P! AIr: CONCRETE (S r0 BE FlIV 1�r+EO - a� =IMPI•ICT_Ec. rn- fi , ..�:. - • i r _: r Tom= C V Srin,r: oaVfNFNT. <Q. TRIEWN SPOIL 1S 70- BE RE- - - : . MOVED FP.0f4 THE VA4iK SITE. ' ®- (� "I,� =IT SURFACE. . 0 SITUI.tItdOt,$ TACK APPLIED AS PER "INDIANA OED °T. OF HIGHWA''S STABQQARO SPEC - IFICATIONS - t9t38- SEGTIOhI yes a goz.' HAIIIIILTON COUNTY HIGHWAY DEPARTMENT . . REVISED. 1-14-92- - RtCCh1EPiD =U: - -I�-- ,I g/ - STANDARD PLAN "AM Iff MN CDUe+!Y Ff r;= ClAYE ' I APPROVES: - l+aAllltl7N CLU"tt UriCTOF OA?E Oho �� �n X04 O <QQ O oa 0 OQ �NEENAH R -4342 DUMP NO WASTE - DRAINS TO WATERWAY' 1„ 1 =1 I_ T.C. ELEV. -1 i I! I= I I -i I- III -1 I 1: - 2" WEEP HOLES D r. v' CONC. WALLS p g I v v gi _ � i i i , 24" X 24° i I i -1 I r- =1 I =1 i I =1 I 41 Iii , p.' 4 3/4" (TYP.) W -I i=i I i � -ill > . i lEi I i ` ° VAR. PIPE SIZE Y 19 ' ,� (18" MAX.) �=I I I - f .v v o' v v v., ►: . . 6" V V.,V (1) LINE 0.116" PIPE MESH 6" OF #8 OR #2 STONE W.W.F. 3' -0" SO. CONC. BASE BEEHIVE INLET 1. (NO SCALE) VARIES (SEE PLANS) 8" SCORE !1/4" PER FOOT SLOPE 1" TAD. - . c '-L o v o `1 /8 "RAD° 'IT CLASS "A" CONCRETE 2 o v o v .. e a r.s �4 � 2.. 1 - / F__ L- 4" COMPACTED _ / i- PAVEMENT .- F GRANULAR BASE I11 -I"' ° iEE 111 �•v 7- I. . . P �L`� LNG ADA ACCESSIBLE RAMP DETAIL �o -�� INTEGRAL WALK AND CURB DETAIL 3� y 0 1 � L (NO SCALE) (r;o SCALE . Z-'&'_'&-_-:7U4L + - 9 J �. 6 5 I L . ., - ..'' L �_.., L I L r . L � . I . I . . - -� � r . . . . I I L (NO SCALE) - v� - 6" �li�. z4 ` ,a . 1 LfF I`-" . ?f f// , /: 3" TOPS Lam% \ \ % \ \i\ �� . R I I I_ . (= rlf=fl - ; , . SOTABLE Ba^<FiLL ' I i l Ti F 1/ D CGrtFACTED ;N ♦' .1FT. II r 'I Q' '- I III ? •_ I+ I_ � - ;il l �I v I- v ° I G C! c r3 ° O , 0 J Q y. O ° C,° . c o ° o ° a Q �^ O c . . F 0 D o 0 . . 0 O O .O . i ° . I 0eo0 0.0 00 c f, - b-'- -� 1 o e o o 0 '0.0 00ToF'o0" 0 . O 0. O ° q . 00 °00 c0 "o . r0 O 0 G 0 "1 . 10 O- b 0 n . N0TS: . Ezpcaeicrl pints cqe reGuir:J al Stora Inlets.. . Contraction . points should be installed at IQ:.spccings. SPocmq.snall be 5 on curve rod i.. . . r_,.,,,,,r - minr; ehnll. bt tooled or sawn in _ . confiraousiy•Pouted curbs 10. 0- aeQla Of 1/2' min.._ . COMBINED CONCRETE CURB &GUTTER (TYPE II) . NO SCALE HAMILTON COUNT `HIGHWAY` DEPARPAENT FEVISED: -- '�` - t -F- STANQARD.PLAN 1. FECOMENDEO: GA E /t :LAW Law 'DI➢" ENOWER - - - G"}. APPROVED: ��S -9_S' t! WmN n anECTaw BITUMINOUS PAVEMENT OR FINISH GRADE 1/8" RADIUS CV� S -f:.e - f I III 3' l' -2" 55 G8REGA'E COMPACTED SUBGRADE CONCRETE WITH FIBER ADDITIVE TOOLED OR SAWCUT JOINT #6x1' -3" @2' -O" FILL JOINT WITH SEALING COMPOUND CONSTRUCTION JOINT 3/4" Ox 1 ' -3" @ 1' -O,. 1/8" RAD. 1/2; I CONCRETE EDGES I- EXPANSION SLEEVE a ---�� `r-� ---. ` 1 /2" EXPANSION 4 JOINT MATERIAL W/ SEALANT TOOLED JOINT EXPANSION JOINT CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) ima 100' . OF TOP CURB .. . a" a' PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB CURB JOINT DETAIL (NO SCALE) 4 3 2 \\-i-/ 8" i �._ � . BASE SHALL BE POURED IN PLACE 6. OF 18 OR 12 STONE GRANULAR LEVELING MATERIAL OR PRECAST. BOTH SHALL HAVE 14 REQUIRED FOR PRECAST BASE BAR$ -12" O.C. BOTH WAYS. 3 � a� y; In . O \ M Fo �N Q ram o U o z, z z x ,. oo STANDARD STORM MH Wj SUMP ti 17 c � U w (NO SCALE) w � o w � U] x � a. �l Q O U A II E E LO W 1 1 rn o 1 "- H.A.C. SURFACE J 3" -HAC. BINDER a 0 0 0 4'p-#53 AGGREGATE o ° Ln O I Y U 0 N 1- 4 " - #2 AGGREGATE (n I z, co w m 111 - 111 =►i► -iii; ill- -111 III - iii- i °Z A 0 COMPACTED SUBSURFACE Z W W ASPHALT PAVING SECTION �� 0 o0 (NO SCALE) � N � 7 � � U" ®® �. S HINNF,���,. �Q. ��G15TER�,o -qti S -0 1 "- H.A.C. SURFACE _ _ NO. - =_ 3' -HAC. BINDER 10200392 = -o STATE OF %��.� �NDIAXA - ' Z!;:!: 4 " - #53 AGGREGATE ���ii,FSS�O VIAL ECG \\\\� / /// /111111 1����` K�) A IV/141057 5 " - #2 AGGREGATE JAMES K. SHINNEMAN P.E. 10200392 COMPACTED SUBSURFACE ROW ASPHALT PAVING SECTION 0.5' yo V V14L v� ,° fa' i V- v • po: Duo Too vc. o ;e<e _ � < <o ,, ;; i ,e` v v v° v? .s vo V- a vo ; vo a 9 VtD (NO SCALE) 6" FIBER ADDITIVE REINFORCED CONC. 4 " - #8 AGGREGATE COMPACTED SUBGRADE CONCRETE PAVING SECTION DOCK PAVING (NO SCALE) 5 REBAR 1 ' -6" ITH 3/4" HOLE B�ELED EDGE . 6.0' 5I8p PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 1 Q Co 0 O . q 1. R l 9 v II 4 v� U R 5- -0 p4 . W � I� " L 4 Eeeeei U M rT, C4 Q � Z � 0 - W� '--' ° - � , W Q4 a ° C) M"I"L Cam. (t..l..� I Q d � � 0 w Q 0 . � r .. in, �/ a a SHEET NO. C201 . PROJECT NO. w05.0417 . . 00000000q N ��o V M �Mfi r0�01 X w w � U) w U R w Q �� \ \�� \��\ \� AS AN INSPECTION RISER Q �.� �jj �/j �j /� \� j FlNISH GRADE OR PAVEMENT a �\\ \\ \ a � /� CASTING FRAME & COVER AS SPECIFIED \ s\ /�i //\ �j\ \j\ \j� DRAINAGE STRUCTURE (DS) TYPE 3 PRECAST CONC. lC� "DUMP NO WASTE - DRAINS TO WATERWAY" \ d 4 d / / / ADJUSTER RINGS, IF ASPHALTIC MASTIC OR BUM 1 r 3500 PSI CONCRETE < Q 8 \ \� \ \\ \ \ \/\ NEEDED (12 MAX.) RUBBER SEAL BETWEEN JOINTS. CA g • ° a' n / \ \ / / \ \ /� \�/ OR ECCENTRIC CONE. CAP O . e FIFL: . / -WEIR SOLID CAP 4' -0" DIA. w \\ \\ �\ FULL HEIGHT MANHOLE I%1 . . / . ° � /� / \ // KNOX BOX BY G.C.; MOUNT PER STEPS AS REQUIRED. ^ �% \ \\ \\ III \ / \ MFR. RECOMMENDATIONS. ADD � 16" (TYP.) p � (4 \ / /\\ \ / \\ \ \ / / \/ PLATE FOR WELDING /BOLTING KNOX 5" CONCRETE REDUCER CAP 00 /� / /// \/\ �\ EARTH CUT AWAY BOX mmmd j X>\ �/ // \ / //, /� /�� \/ CRADLE SHALL BEAR ON - MANHOLE CONFORMS TO � a \\\ \\ \ / \ \\ \\ \\ �� UNDISTURBED EARTH W / / / / ASTM C -478 /� //\ \ \ /� \� BOTTOM OF TRENCH 5.00 - NO BRICK OR BLOCK WILL \\ \\ \ / \\ TS 3 "x3 "x1/8" PAINTED RED DIAMETER "F" 6' BE ALLOWED IN MANHOLE CI1 4.00 // / / /� / / /�/ 7.00 FINISH GRAD ASP IHALTICAMASTIC OR W \� j\ TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE E BUM RUBBER SEAL DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY BETWEEN MANHOLE JOINTS V M. ..I SEWER PIPING (MAINS. LATERALS, FORCE MAINS, ETC.) AND DIAMETER "G" ALL OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S 12" o.c. CONCRETE FOOTING n� DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A �! MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED IrO _ _ _ FFw++i1 MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. - _ _= I 1 =I + 1= I I _ _ _ 11 =1 I I I i 1=111 I I -111 -I I I -I NVERT ELEVATION w 11= ! I =1 I I -I I l a . - Z 1 I I I I__ I I .. 1 I I 1 -I 11= CONCRETE CRADLE DETAIL +i- III =111 a 111 -ITI- o {NO SCALE) 2.0o I I +,;1 I I I 1 II I X11 24° O p tn V 4" I I I. KNOX SOX DETAIL NO SCALE DE � .- I L FOR CUT ROA D P,4 TC H I PdG ON ALL. CUTS, RO ,405 rr-1Ar REQV /P` T}!E EXISTING P4VEME1vT TO aE F_ - . T SE r . 4' OVED ?E D LO SHALL COE A P-IPT O Th S . PEr2M /T. . . 1 - _ -Ex S- I �i1S`Ir;G -1 . I -. G(7JPVNOUSL --�- ---777 _r SA'v Cut "0R CLEAN 6;(EAK -- - - --- _� E'.TU ;. 6,.,5 _ I PwvEr.tEra"' ! / `• lr vavE� - . - / / 1� k.A.C. a '. ( 'mac` \ + s -.,vA rir" , i . I - 'O` I p - ,;-__ s�?ck -� . I -: (Midi nn_ -- t`�_' }.F•�� -`.t `- (N. n r.�ur..i- 1. z -.. . r_ T' (Z) NEW SURFACE 15 TU BE SCOPE - i 5 0.,.-0; AT I-HE S,IME RAT= AS T+E TYF- o BJO +r:G EX(StIr<G SURFA,�C. '), (2) �rlSrlvG fw,SwENT' +5 T3 6E SK'•r. Q,T FUR A. CLAN BREAD ` . . - 1 r {j'`.MO : - 0 C N:' PACTEC AGGP'C; rE is TO - - 3E I�0 a7 6 -LIFTS AND 19 1'1 G P! AIr: CONCRETE (S r0 BE FlIV 1�r+EO - a� =IMPI•ICT_Ec. rn- fi , ..�:. - • i r _: r Tom= C V Srin,r: oaVfNFNT. <Q. TRIEWN SPOIL 1S 70- BE RE- - - : . MOVED FP.0f4 THE VA4iK SITE. ' ®- (� "I,� =IT SURFACE. . 0 SITUI.tItdOt,$ TACK APPLIED AS PER "INDIANA OED °T. OF HIGHWA''S STABQQARO SPEC - IFICATIONS - t9t38- SEGTIOhI yes a goz.' HAIIIIILTON COUNTY HIGHWAY DEPARTMENT . . REVISED. 1-14-92- - RtCCh1EPiD =U: - -I�-- ,I g/ - STANDARD PLAN "AM Iff MN CDUe+!Y Ff r;= ClAYE ' I APPROVES: - l+aAllltl7N CLU"tt UriCTOF OA?E Oho �� �n X04 O <QQ O oa 0 OQ �NEENAH R -4342 DUMP NO WASTE - DRAINS TO WATERWAY' 1„ 1 =1 I_ T.C. ELEV. -1 i I! I= I I -i I- III -1 I 1: - 2" WEEP HOLES D r. v' CONC. WALLS p g I v v gi _ � i i i , 24" X 24° i I i -1 I r- =1 I =1 i I =1 I 41 Iii , p.' 4 3/4" (TYP.) W -I i=i I i � -ill > . i lEi I i ` ° VAR. PIPE SIZE Y 19 ' ,� (18" MAX.) �=I I I - f .v v o' v v v., ►: . . 6" V V.,V (1) LINE 0.116" PIPE MESH 6" OF #8 OR #2 STONE W.W.F. 3' -0" SO. CONC. BASE BEEHIVE INLET 1. (NO SCALE) VARIES (SEE PLANS) 8" SCORE !1/4" PER FOOT SLOPE 1" TAD. - . c '-L o v o `1 /8 "RAD° 'IT CLASS "A" CONCRETE 2 o v o v .. e a r.s �4 � 2.. 1 - / F__ L- 4" COMPACTED _ / i- PAVEMENT .- F GRANULAR BASE I11 -I"' ° iEE 111 �•v 7- I. . . P �L`� LNG ADA ACCESSIBLE RAMP DETAIL �o -�� INTEGRAL WALK AND CURB DETAIL 3� y 0 1 � L (NO SCALE) (r;o SCALE . Z-'&'_'&-_-:7U4L + - 9 J �. 6 5 I L . ., - ..'' L �_.., L I L r . L � . I . I . . - -� � r . . . . I I L (NO SCALE) - v� - 6" �li�. z4 ` ,a . 1 LfF I`-" . ?f f// , /: 3" TOPS Lam% \ \ % \ \i\ �� . R I I I_ . (= rlf=fl - ; , . SOTABLE Ba^<FiLL ' I i l Ti F 1/ D CGrtFACTED ;N ♦' .1FT. II r 'I Q' '- I III ? •_ I+ I_ � - ;il l �I v I- v ° I G C! c r3 ° O , 0 J Q y. O ° C,° . c o ° o ° a Q �^ O c . . F 0 D o 0 . . 0 O O .O . i ° . I 0eo0 0.0 00 c f, - b-'- -� 1 o e o o 0 '0.0 00ToF'o0" 0 . O 0. O ° q . 00 °00 c0 "o . r0 O 0 G 0 "1 . 10 O- b 0 n . N0TS: . Ezpcaeicrl pints cqe reGuir:J al Stora Inlets.. . Contraction . points should be installed at IQ:.spccings. SPocmq.snall be 5 on curve rod i.. . . r_,.,,,,,r - minr; ehnll. bt tooled or sawn in _ . confiraousiy•Pouted curbs 10. 0- aeQla Of 1/2' min.._ . COMBINED CONCRETE CURB &GUTTER (TYPE II) . NO SCALE HAMILTON COUNT `HIGHWAY` DEPARPAENT FEVISED: -- '�` - t -F- STANQARD.PLAN 1. FECOMENDEO: GA E /t :LAW Law 'DI➢" ENOWER - - - G"}. APPROVED: ��S -9_S' t! WmN n anECTaw BITUMINOUS PAVEMENT OR FINISH GRADE 1/8" RADIUS CV� S -f:.e - f I III 3' l' -2" 55 G8REGA'E COMPACTED SUBGRADE CONCRETE WITH FIBER ADDITIVE TOOLED OR SAWCUT JOINT #6x1' -3" @2' -O" FILL JOINT WITH SEALING COMPOUND CONSTRUCTION JOINT 3/4" Ox 1 ' -3" @ 1' -O,. 1/8" RAD. 1/2; I CONCRETE EDGES I- EXPANSION SLEEVE a ---�� `r-� ---. ` 1 /2" EXPANSION 4 JOINT MATERIAL W/ SEALANT TOOLED JOINT EXPANSION JOINT CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) ima 100' . OF TOP CURB .. . a" a' PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB CURB JOINT DETAIL (NO SCALE) 4 3 2 \\-i-/ 8" i �._ � . BASE SHALL BE POURED IN PLACE 6. OF 18 OR 12 STONE GRANULAR LEVELING MATERIAL OR PRECAST. BOTH SHALL HAVE 14 REQUIRED FOR PRECAST BASE BAR$ -12" O.C. BOTH WAYS. 3 � a� y; In . O \ M Fo �N Q ram o U o z, z z x ,. oo STANDARD STORM MH Wj SUMP ti 17 c � U w (NO SCALE) w � o w � U] x � a. �l Q O U A II E E LO W 1 1 rn o 1 "- H.A.C. SURFACE J 3" -HAC. BINDER a 0 0 0 4'p-#53 AGGREGATE o ° Ln O I Y U 0 N 1- 4 " - #2 AGGREGATE (n I z, co w m 111 - 111 =►i► -iii; ill- -111 III - iii- i °Z A 0 COMPACTED SUBSURFACE Z W W ASPHALT PAVING SECTION �� 0 o0 (NO SCALE) � N � 7 � � U" ®® �. S HINNF,���,. �Q. ��G15TER�,o -qti S -0 1 "- H.A.C. SURFACE _ _ NO. - =_ 3' -HAC. BINDER 10200392 = -o STATE OF %��.� �NDIAXA - ' Z!;:!: 4 " - #53 AGGREGATE ���ii,FSS�O VIAL ECG \\\\� / /// /111111 1����` K�) A IV/141057 5 " - #2 AGGREGATE JAMES K. SHINNEMAN P.E. 10200392 COMPACTED SUBSURFACE ROW ASPHALT PAVING SECTION 0.5' yo V V14L v� ,° fa' i V- v • po: Duo Too vc. o ;e<e _ � < <o ,, ;; i ,e` v v v° v? .s vo V- a vo ; vo a 9 VtD (NO SCALE) 6" FIBER ADDITIVE REINFORCED CONC. 4 " - #8 AGGREGATE COMPACTED SUBGRADE CONCRETE PAVING SECTION DOCK PAVING (NO SCALE) 5 REBAR 1 ' -6" ITH 3/4" HOLE B�ELED EDGE . 6.0' 5I8p PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 1 Q Co 0 O . q 1. R l 9 v II 4 v� U R 5- -0 p4 . W � I� " L 4 Eeeeei U M rT, C4 Q � Z � 0 - W� '--' ° - � , W Q4 a ° C) M"I"L Cam. (t..l..� I Q d � � 0 w Q 0 . � r .. in, �/ a a SHEET NO. C201 . PROJECT NO. w05.0417 �� \ \�� \��\ \� AS AN INSPECTION RISER Q �.� �jj �/j �j /� \� j FlNISH GRADE OR PAVEMENT a �\\ \\ \ a � /� CASTING FRAME & COVER AS SPECIFIED \ s\ /�i //\ �j\ \j\ \j� DRAINAGE STRUCTURE (DS) TYPE 3 PRECAST CONC. lC� "DUMP NO WASTE - DRAINS TO WATERWAY" \ d 4 d / / / ADJUSTER RINGS, IF ASPHALTIC MASTIC OR BUM 1 r 3500 PSI CONCRETE < Q 8 \ \� \ \\ \ \ \/\ NEEDED (12 MAX.) RUBBER SEAL BETWEEN JOINTS. CA g • ° a' n / \ \ / / \ \ /� \�/ OR ECCENTRIC CONE. CAP O . e FIFL: . / -WEIR SOLID CAP 4' -0" DIA. w \\ \\ �\ FULL HEIGHT MANHOLE I%1 . . / . ° � /� / \ // KNOX BOX BY G.C.; MOUNT PER STEPS AS REQUIRED. ^ �% \ \\ \\ III \ / \ MFR. RECOMMENDATIONS. ADD � 16" (TYP.) p � (4 \ / /\\ \ / \\ \ \ / / \/ PLATE FOR WELDING /BOLTING KNOX 5" CONCRETE REDUCER CAP 00 /� / /// \/\ �\ EARTH CUT AWAY BOX mmmd j X>\ �/ // \ / //, /� /�� \/ CRADLE SHALL BEAR ON - MANHOLE CONFORMS TO � a \\\ \\ \ / \ \\ \\ \\ �� UNDISTURBED EARTH W / / / / ASTM C -478 /� //\ \ \ /� \� BOTTOM OF TRENCH 5.00 - NO BRICK OR BLOCK WILL \\ \\ \ / \\ TS 3 "x3 "x1/8" PAINTED RED DIAMETER "F" 6' BE ALLOWED IN MANHOLE CI1 4.00 // / / /� / / /�/ 7.00 FINISH GRAD ASP IHALTICAMASTIC OR W \� j\ TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE E BUM RUBBER SEAL DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY BETWEEN MANHOLE JOINTS V M. ..I SEWER PIPING (MAINS. LATERALS, FORCE MAINS, ETC.) AND DIAMETER "G" ALL OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S 12" o.c. CONCRETE FOOTING n� DIRECTION, OR WHERE NOTED ON THE DRAWINGS. A �! MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED IrO _ _ _ FFw++i1 MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. - _ _= I 1 =I + 1= I I _ _ _ 11 =1 I I I i 1=111 I I -111 -I I I -I NVERT ELEVATION w 11= ! I =1 I I -I I l a . - Z 1 I I I I__ I I .. 1 I I 1 -I 11= CONCRETE CRADLE DETAIL +i- III =111 a 111 -ITI- o {NO SCALE) 2.0o I I +,;1 I I I 1 II I X11 24° O p tn V 4" I I I. KNOX SOX DETAIL NO SCALE DE � .- I L FOR CUT ROA D P,4 TC H I PdG ON ALL. CUTS, RO ,405 rr-1Ar REQV /P` T}!E EXISTING P4VEME1vT TO aE F_ - . T SE r . 4' OVED ?E D LO SHALL COE A P-IPT O Th S . PEr2M /T. . . 1 - _ -Ex S- I �i1S`Ir;G -1 . I -. G(7JPVNOUSL --�- ---777 _r SA'v Cut "0R CLEAN 6;(EAK -- - - --- _� E'.TU ;. 6,.,5 _ I PwvEr.tEra"' ! / `• lr vavE� - . - / / 1� k.A.C. a '. ( 'mac` \ + s -.,vA rir" , i . I - 'O` I p - ,;-__ s�?ck -� . I -: (Midi nn_ -- t`�_' }.F•�� -`.t `- (N. n r.�ur..i- 1. z -.. . r_ T' (Z) NEW SURFACE 15 TU BE SCOPE - i 5 0.,.-0; AT I-HE S,IME RAT= AS T+E TYF- o BJO +r:G EX(StIr<G SURFA,�C. '), (2) �rlSrlvG fw,SwENT' +5 T3 6E SK'•r. Q,T FUR A. CLAN BREAD ` . . - 1 r {j'`.MO : - 0 C N:' PACTEC AGGP'C; rE is TO - - 3E I�0 a7 6 -LIFTS AND 19 1'1 G P! AIr: CONCRETE (S r0 BE FlIV 1�r+EO - a� =IMPI•ICT_Ec. rn- fi , ..�:. - • i r _: r Tom= C V Srin,r: oaVfNFNT. <Q. TRIEWN SPOIL 1S 70- BE RE- - - : . MOVED FP.0f4 THE VA4iK SITE. ' ®- (� "I,� =IT SURFACE. . 0 SITUI.tItdOt,$ TACK APPLIED AS PER "INDIANA OED °T. OF HIGHWA''S STABQQARO SPEC - IFICATIONS - t9t38- SEGTIOhI yes a goz.' HAIIIIILTON COUNTY HIGHWAY DEPARTMENT . . REVISED. 1-14-92- - RtCCh1EPiD =U: - -I�-- ,I g/ - STANDARD PLAN "AM Iff MN CDUe+!Y Ff r;= ClAYE ' I APPROVES: - l+aAllltl7N CLU"tt UriCTOF OA?E Oho �� �n X04 O <QQ O oa 0 OQ �NEENAH R -4342 DUMP NO WASTE - DRAINS TO WATERWAY' 1„ 1 =1 I_ T.C. ELEV. -1 i I! I= I I -i I- III -1 I 1: - 2" WEEP HOLES D r. v' CONC. WALLS p g I v v gi _ � i i i , 24" X 24° i I i -1 I r- =1 I =1 i I =1 I 41 Iii , p.' 4 3/4" (TYP.) W -I i=i I i � -ill > . i lEi I i ` ° VAR. PIPE SIZE Y 19 ' ,� (18" MAX.) �=I I I - f .v v o' v v v., ►: . . 6" V V.,V (1) LINE 0.116" PIPE MESH 6" OF #8 OR #2 STONE W.W.F. 3' -0" SO. CONC. BASE BEEHIVE INLET 1. (NO SCALE) VARIES (SEE PLANS) 8" SCORE !1/4" PER FOOT SLOPE 1" TAD. - . c '-L o v o `1 /8 "RAD° 'IT CLASS "A" CONCRETE 2 o v o v .. e a r.s �4 � 2.. 1 - / F__ L- 4" COMPACTED _ / i- PAVEMENT .- F GRANULAR BASE I11 -I"' ° iEE 111 �•v 7- I. . . P �L`� LNG ADA ACCESSIBLE RAMP DETAIL �o -�� INTEGRAL WALK AND CURB DETAIL 3� y 0 1 � L (NO SCALE) (r;o SCALE . Z-'&'_'&-_-:7U4L + - 9 J �. 6 5 I L . ., - ..'' L �_.., L I L r . L � . I . I . . - -� � r . . . . I I L (NO SCALE) - v� - 6" �li�. z4 ` ,a . 1 LfF I`-" . ?f f// , /: 3" TOPS Lam% \ \ % \ \i\ �� . R I I I_ . (= rlf=fl - ; , . SOTABLE Ba^<FiLL ' I i l Ti F 1/ D CGrtFACTED ;N ♦' .1FT. II r 'I Q' '- I III ? •_ I+ I_ � - ;il l �I v I- v ° I G C! c r3 ° O , 0 J Q y. O ° C,° . c o ° o ° a Q �^ O c . . F 0 D o 0 . . 0 O O .O . i ° . I 0eo0 0.0 00 c f, - b-'- -� 1 o e o o 0 '0.0 00ToF'o0" 0 . O 0. O ° q . 00 °00 c0 "o . r0 O 0 G 0 "1 . 10 O- b 0 n . N0TS: . Ezpcaeicrl pints cqe reGuir:J al Stora Inlets.. . Contraction . points should be installed at IQ:.spccings. SPocmq.snall be 5 on curve rod i.. . . r_,.,,,,,r - minr; ehnll. bt tooled or sawn in _ . confiraousiy•Pouted curbs 10. 0- aeQla Of 1/2' min.._ . COMBINED CONCRETE CURB &GUTTER (TYPE II) . NO SCALE HAMILTON COUNT `HIGHWAY` DEPARPAENT FEVISED: -- '�` - t -F- STANQARD.PLAN 1. FECOMENDEO: GA E /t :LAW Law 'DI➢" ENOWER - - - G"}. APPROVED: ��S -9_S' t! WmN n anECTaw BITUMINOUS PAVEMENT OR FINISH GRADE 1/8" RADIUS CV� S -f:.e - f I III 3' l' -2" 55 G8REGA'E COMPACTED SUBGRADE CONCRETE WITH FIBER ADDITIVE TOOLED OR SAWCUT JOINT #6x1' -3" @2' -O" FILL JOINT WITH SEALING COMPOUND CONSTRUCTION JOINT 3/4" Ox 1 ' -3" @ 1' -O,. 1/8" RAD. 1/2; I CONCRETE EDGES I- EXPANSION SLEEVE a ---�� `r-� ---. ` 1 /2" EXPANSION 4 JOINT MATERIAL W/ SEALANT TOOLED JOINT EXPANSION JOINT CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) ima 100' . OF TOP CURB .. . a" a' PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB CURB JOINT DETAIL (NO SCALE) 4 3 2 \\-i-/ 8" i �._ � . BASE SHALL BE POURED IN PLACE 6. OF 18 OR 12 STONE GRANULAR LEVELING MATERIAL OR PRECAST. BOTH SHALL HAVE 14 REQUIRED FOR PRECAST BASE BAR$ -12" O.C. BOTH WAYS. 3 � a� y; In . O \ M Fo �N Q ram o U o z, z z x ,. oo STANDARD STORM MH Wj SUMP ti 17 c � U w (NO SCALE) w � o w � U] x � a. �l Q O U A II E E LO W 1 1 rn o 1 "- H.A.C. SURFACE J 3" -HAC. BINDER a 0 0 0 4'p-#53 AGGREGATE o ° Ln O I Y U 0 N 1- 4 " - #2 AGGREGATE (n I z, co w m 111 - 111 =►i► -iii; ill- -111 III - iii- i °Z A 0 COMPACTED SUBSURFACE Z W W ASPHALT PAVING SECTION �� 0 o0 (NO SCALE) � N � 7 � � U" ®® �. S HINNF,���,. �Q. ��G15TER�,o -qti S -0 1 "- H.A.C. SURFACE _ _ NO. - =_ 3' -HAC. BINDER 10200392 = -o STATE OF %��.� �NDIAXA - ' Z!;:!: 4 " - #53 AGGREGATE ���ii,FSS�O VIAL ECG \\\\� / /// /111111 1����` K�) A IV/141057 5 " - #2 AGGREGATE JAMES K. SHINNEMAN P.E. 10200392 COMPACTED SUBSURFACE ROW ASPHALT PAVING SECTION 0.5' yo V V14L v� ,° fa' i V- v • po: Duo Too vc. o ;e<e _ � < <o ,, ;; i ,e` v v v° v? .s vo V- a vo ; vo a 9 VtD (NO SCALE) 6" FIBER ADDITIVE REINFORCED CONC. 4 " - #8 AGGREGATE COMPACTED SUBGRADE CONCRETE PAVING SECTION DOCK PAVING (NO SCALE) 5 REBAR 1 ' -6" ITH 3/4" HOLE B�ELED EDGE . 6.0' 5I8p PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 1 Q Co 0 O . q 1. R l 9 v II 4 v� U R 5- -0 p4 . W � I� " L 4 Eeeeei U M rT, C4 Q � Z � 0 - W� '--' ° - � , W Q4 a ° C) M"I"L Cam. (t..l..� I Q d � � 0 w Q 0 . � r .. in, �/ a a SHEET NO. C201 . PROJECT NO. w05.0417 Oho �� �n X04 O <QQ O oa 0 OQ �NEENAH R -4342 DUMP NO WASTE - DRAINS TO WATERWAY' 1„ 1 =1 I_ T.C. ELEV. -1 i I! I= I I -i I- III -1 I 1: - 2" WEEP HOLES D r. v' CONC. WALLS p g I v v gi _ � i i i , 24" X 24° i I i -1 I r- =1 I =1 i I =1 I 41 Iii , p.' 4 3/4" (TYP.) W -I i=i I i � -ill > . i lEi I i ` ° VAR. PIPE SIZE Y 19 ' ,� (18" MAX.) �=I I I - f .v v o' v v v., ►: . . 6" V V.,V (1) LINE 0.116" PIPE MESH 6" OF #8 OR #2 STONE W.W.F. 3' -0" SO. CONC. BASE BEEHIVE INLET 1. (NO SCALE) VARIES (SEE PLANS) 8" SCORE !1/4" PER FOOT SLOPE 1" TAD. - . c '-L o v o `1 /8 "RAD° 'IT CLASS "A" CONCRETE 2 o v o v .. e a r.s �4 � 2.. 1 - / F__ L- 4" COMPACTED _ / i- PAVEMENT .- F GRANULAR BASE I11 -I"' ° iEE 111 �•v 7- I. . . P �L`� LNG ADA ACCESSIBLE RAMP DETAIL �o -�� INTEGRAL WALK AND CURB DETAIL 3� y 0 1 � L (NO SCALE) (r;o SCALE . Z-'&'_'&-_-:7U4L + - 9 J �. 6 5 I L . ., - ..'' L �_.., L I L r . L � . I . I . . - -� � r . . . . I I L (NO SCALE) - v� - 6" �li�. z4 ` ,a . 1 LfF I`-" . ?f f// , /: 3" TOPS Lam% \ \ % \ \i\ �� . R I I I_ . (= rlf=fl - ; , . SOTABLE Ba^<FiLL ' I i l Ti F 1/ D CGrtFACTED ;N ♦' .1FT. II r 'I Q' '- I III ? •_ I+ I_ � - ;il l �I v I- v ° I G C! c r3 ° O , 0 J Q y. O ° C,° . c o ° o ° a Q �^ O c . . F 0 D o 0 . . 0 O O .O . i ° . I 0eo0 0.0 00 c f, - b-'- -� 1 o e o o 0 '0.0 00ToF'o0" 0 . O 0. O ° q . 00 °00 c0 "o . r0 O 0 G 0 "1 . 10 O- b 0 n . N0TS: . Ezpcaeicrl pints cqe reGuir:J al Stora Inlets.. . Contraction . points should be installed at IQ:.spccings. SPocmq.snall be 5 on curve rod i.. . . r_,.,,,,,r - minr; ehnll. bt tooled or sawn in _ . confiraousiy•Pouted curbs 10. 0- aeQla Of 1/2' min.._ . COMBINED CONCRETE CURB &GUTTER (TYPE II) . NO SCALE HAMILTON COUNT `HIGHWAY` DEPARPAENT FEVISED: -- '�` - t -F- STANQARD.PLAN 1. FECOMENDEO: GA E /t :LAW Law 'DI➢" ENOWER - - - G"}. APPROVED: ��S -9_S' t! WmN n anECTaw BITUMINOUS PAVEMENT OR FINISH GRADE 1/8" RADIUS CV� S -f:.e - f I III 3' l' -2" 55 G8REGA'E COMPACTED SUBGRADE CONCRETE WITH FIBER ADDITIVE TOOLED OR SAWCUT JOINT #6x1' -3" @2' -O" FILL JOINT WITH SEALING COMPOUND CONSTRUCTION JOINT 3/4" Ox 1 ' -3" @ 1' -O,. 1/8" RAD. 1/2; I CONCRETE EDGES I- EXPANSION SLEEVE a ---�� `r-� ---. ` 1 /2" EXPANSION 4 JOINT MATERIAL W/ SEALANT TOOLED JOINT EXPANSION JOINT CONCRETE PAVING SECTION WITH FIBER MESH (NO SCALE) ima 100' . OF TOP CURB .. . a" a' PAVEMENT TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB CURB JOINT DETAIL (NO SCALE) 4 3 2 \\-i-/ 8" i �._ � . BASE SHALL BE POURED IN PLACE 6. OF 18 OR 12 STONE GRANULAR LEVELING MATERIAL OR PRECAST. BOTH SHALL HAVE 14 REQUIRED FOR PRECAST BASE BAR$ -12" O.C. BOTH WAYS. 3 � a� y; In . O \ M Fo �N Q ram o U o z, z z x ,. oo STANDARD STORM MH Wj SUMP ti 17 c � U w (NO SCALE) w � o w � U] x � a. �l Q O U A II E E LO W 1 1 rn o 1 "- H.A.C. SURFACE J 3" -HAC. BINDER a 0 0 0 4'p-#53 AGGREGATE o ° Ln O I Y U 0 N 1- 4 " - #2 AGGREGATE (n I z, co w m 111 - 111 =►i► -iii; ill- -111 III - iii- i °Z A 0 COMPACTED SUBSURFACE Z W W ASPHALT PAVING SECTION �� 0 o0 (NO SCALE) � N � 7 � � U" ®® �. S HINNF,���,. �Q. ��G15TER�,o -qti S -0 1 "- H.A.C. SURFACE _ _ NO. - =_ 3' -HAC. BINDER 10200392 = -o STATE OF %��.� �NDIAXA - ' Z!;:!: 4 " - #53 AGGREGATE ���ii,FSS�O VIAL ECG \\\\� / /// /111111 1����` K�) A IV/141057 5 " - #2 AGGREGATE JAMES K. SHINNEMAN P.E. 10200392 COMPACTED SUBSURFACE ROW ASPHALT PAVING SECTION 0.5' yo V V14L v� ,° fa' i V- v • po: Duo Too vc. o ;e<e _ � < <o ,, ;; i ,e` v v v° v? .s vo V- a vo ; vo a 9 VtD (NO SCALE) 6" FIBER ADDITIVE REINFORCED CONC. 4 " - #8 AGGREGATE COMPACTED SUBGRADE CONCRETE PAVING SECTION DOCK PAVING (NO SCALE) 5 REBAR 1 ' -6" ITH 3/4" HOLE B�ELED EDGE . 6.0' 5I8p PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 1 Q Co 0 O . q 1. R l 9 v II 4 v� U R 5- -0 p4 . W � I� " L 4 Eeeeei U M rT, C4 Q � Z � 0 - W� '--' ° - � , W Q4 a ° C) M"I"L Cam. (t..l..� I Q d � � 0 w Q 0 . � r .. in, �/ a a SHEET NO. C201 . PROJECT NO. w05.0417 COMPACTED SUBSURFACE ROW ASPHALT PAVING SECTION 0.5' yo V V14L v� ,° fa' i V- v • po: Duo Too vc. o ;e<e _ � < <o ,, ;; i ,e` v v v° v? .s vo V- a vo ; vo a 9 VtD (NO SCALE) 6" FIBER ADDITIVE REINFORCED CONC. 4 " - #8 AGGREGATE COMPACTED SUBGRADE CONCRETE PAVING SECTION DOCK PAVING (NO SCALE) 5 REBAR 1 ' -6" ITH 3/4" HOLE B�ELED EDGE . 6.0' 5I8p PRECAST CONC. PARKING BARRIER WITH 2 - #3 REBARS USE 4000 PSI CONC. PARKING BARRIER (NO SCALE) 1 Q Co 0 O . q 1. R l 9 v II 4 v� U R 5- -0 p4 . W � I� " L 4 Eeeeei U M rT, C4 Q � Z � 0 - W� '--' ° - � , W Q4 a ° C) M"I"L Cam. (t..l..� I Q d � � 0 w Q 0 . � r .. in, �/ a a SHEET NO. C201 . PROJECT NO. w05.0417 10 9 3 7 I 5 4 3 PAVING SPECIFICATIONS: 1. SCOPE OF WORK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. MATERIALS A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHAL! BE 4000 PSI. ALL EXTERIOR. CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM CO260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: 1. PORTLAND CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C -33. 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE NON - EXTRUDING TYPE MEETING ASTM D -544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON- EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. I . E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. SIEVE SIZE % PASSING 1-1/2" 100 1" 80 -100 3/4" 79 -90 . 1/2" 55 -80 #4 35 -60 #8 25 -50 #30 . 12 -30 #200 5 -10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. B. PREPARATION OF SUB - GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB - GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T -99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E. PLACING CONCRETE: 1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. F. CONCRETE CURB: 1. EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM SPACING OF 100 FEET. 2. CONTRACTION JOINTS: UNLESS OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED 10 FEET ON CENTER. 3. FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FILL ANY HONEYCOMBED PLACES, FINISH SQUARE CORNERS TO 1/4 INCH RADIUS AND OTHER CORNERS TO RADII SHOWN. G. CONCRETE WALKS AND EXTERIOR STEPS: 1. SLOPES: PROVIDE % INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 2. DIMENSIONS: WALKS AND STEPS SHALI_ BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS. 3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE 3 INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. H. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. 1. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. J. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. ASPHALT OVERLAY SPECIFICATION: A. SURFACE PREPARATION: CLEAN PAVEMENT TO BE OVERLAID OF DUST, DIRT, VEGETATION, AND MOISTURE. CRACKS LARGER THAN 1/4" SHALL BE CLEANED TO A DEPTH OF 1" AND FILLED WITH APPROVED CRACK SEALANT. B. APPLY TACK COAT IN SUFFICIENT QUANTITY TO SATURATE GEOTEXTILE AND AS RECOMMENDED BY MANUFACTURER. -•_ C. INSTALL GEOTEXTILE AS RECOMMENDED BY MANUFACTURER, WITH REQUIRED SEAM OVERLAPS. WRINKLES SHALL BE CUT, BACK AND ADDITIONAL TACK COAT APPLIED. D. PLACE ASPHALTIC OVERLAY IN THICKNESS AS INDICATED AS RECOMMENDED BY OWNER. NOTE: THE ENGINEER AND /OR OWNER . DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 3 2 CAUTION! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) 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 0 SAID EXISTING UNDERGROUND UTILrTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 � � O p \00 U w oq004 - t14°o U M M 00 w w a U Rv) wA �z 1-4 A4 . . 171 rA P4 0.40 w >' (4 1 a w �j Z ; O 14 00 N A �� xZ Q4 -< II w 2 rA I � d 2 H g 0 w� w U� 0 z 9 Q �Rm I z � w • kn V(.:. V 9 w °' a, o� cn cl-4 Ln �>. o z E o �° Q M Q � i� w"'z Z z , . o a o : � U i O co cn ¢ E w a Q0 A Q Q m co CA CA Lo o° w 00- QI,-,--, V) a 0 U ° 0 ° co 0 v Lo ° �__ w Y U 0 L„ n�__ � W zm M w :2 F;4 MO :2 U V) O W 9) U Z Ca t - O ck� cr- a_a_ z ZZ 000 V_ 0� > �� a ®" - `\\\111111111 / / /,,,, ``,Z �S K. S HINNF/%�i /. Q - G \STERN; �q �. 10200392= -o STATE OF �� ���� �X' AHD IAN" .. \,\Z `` ;� �x���ii�sS�4NAL ��v �`" �// /111111111 \ \ \� a.t. L4 .relt4los JAMES K. SHINNEMAN P.E. 10200392 . EARTHWORK SPECIFICATIONS: SAN IT ARY SEWER . CATIONS: EROSION CONTROL SPECIFICATIONS: . 1. SCOPE OF WORK 1. SCOPE OF WORK - . THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE Co - ' CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, A) EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF A'__ EX- -'-A _li�ia, "!_= i;'JG, THE WORK UNDER THIS SECTION• INCLUDES SANITARY SEWER LATERAL, CLEANOUTS, LAND _RELATED ITEMS, THE CONTRACTOR AND /OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK Ifs :C AT F:D 0!J THE D�''.V 1 "aGS INCL UDIrJG EXCAVATION AND BACKFILLING NECESSARY TO, COMPLETE THE WORK SHOWN ON THE SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. = AND DESCRIBED IN THE SPECIFICATIONS. DR?,`.` iNGS, STARTING FIVE FEET-OUTSIDE THE. ' BUILDING WALLS. ,.'THE ENDS OF SEWERS SHALL BE I T!GH T LY PUGGED OR CAPPED AT THE TERMINAL POINTS,- ADJACENT TO BUILDINGS, PENDING THE TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRACED AREA THAT WILL REMAIN UNALTERED FOR AN 2. IN GENERAL THE ITEMS OF WORK TO BE . PERFORMED UNDER THIS SECTION SHALL !;`dCLUE!E CLE:;MING CONNECTING OF ALL SUCH LINES TO THE BUILDING DRAIN AS SPECIFIED IN THE PLUMBING EXTENDED PERIOD OF TIME. `' PROTECT OF TREES TO REMAIN, AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), SPECIFlCAT!ONS AND ARCHITECTURAL DRAWINGS.- . . STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING of El', lRE SIT-= A ; PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND U INDICATED ON THE DRAWINGS. 2. MATERIALS . . FINISHED GRADE. 3. EXCAVATED MATERIAL THAT IS SUITABLE MAY. BE USED FOR FILLS. A.LL U1:�_ �`5._.. l'ATE ':�V S A"JG A. SANITARY SEWERS PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FRC M -, H,7 Si , THE i .ATON OF EROSION. DUMP AND LENGTH OF HAUL SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 1. ALL GRAVITY PLASTIC SEWERS PIPE AND FITTINGS SHALL CONFORM TO ASTM D3034, . SCR -35, THE MINIMUM CELL CLASSIFICATION FOR PVC AND TRUSS PIPE SHALL BE 12454 -B OR ALL SEGlMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE 4. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF THE SITE AS ?�IAY EE NECESSARY TO 1- '45! -C. CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. PRODUCE THE GRADES REQUIRED. FILL OBTAINED FROM OFF SITE SHALL BE CF � !ND ;`JET QU: "!_!TY AS ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER Af.D C-j'Nf,� . 2. ABS SEWER. PIPE AND FITTINGS SHALL, CONFORM TO ASTM D2680 OR LATEST REVISION. IF EFFECTIVENESS. Q, �GSII C; TRUSS PIPE, JOINTS . SHALL ..BE.. GASKET .TYPE. .' . . 5. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL RE';IOVE . -AL!_ TRASH, =RUBBISH IF GRADING OCCURS DURING THE MONTHS OF' DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. 3. JOINTS FOR PVC AND PVC TRUSS_ PIPE SHALL BE . COMPRESSION TYPE FLEXIBLE GASKETED PROCEDURES SHALL BE USED. . JOINTS. B WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED I'dORK ARE S?EC iE= .�'v? ! �CLI.i -'E' III ,.. ,. ... DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. . OTHER SECTIONS OF THESE SPECIFICATIONS. � d RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO V 4 SEASONAL CONDITION AND 'OR CONSTRUCTION ACTI`✓IiY. WATER GRASS AND EXECUTE NECESSARY / 9 1. EXCAVATION, GRADING AND BACKFILLING FOR UTILITY LINES. 3. APPLICATION . WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 2. STORM DRAINAGE SYSTEMS. C2 o TT �� V) 3. SANITARY SEWER SYSTEMS. '. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF r - 4. WATER SUPPLY SYSTEMS. CONTRACTORS BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND THE CONTRACTOR AND /OR OWNER. H SP EC: FICATIONS, BUT THAT THE WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS W 5. DRIVES AND PAVING. u -f 9 WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM 2. BENCHMARKS FOR CUTS AND CONNECTIONS TO EXISTING SEWERS. . . 1. . ON -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING 1+1 4 . STREAMS /DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15 -5, CONSTRUCTION ACTIVITY d A MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFS EiC�I4TS, IF G THE B. CA STANDARDS,- A A r r�r LOCAL ST ND RDS• THE TERM LOCAL STANDARDS" S USED HEREIN MEANS THE STANDARDS T� T STORMWAi �R RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S GR'S AND /OR OWNER'S DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. Or D_SSN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT OR UTILITY COMPANY. RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIREC F. r ROPE T H� LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF 3. PROTECTION OF TREES � .. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. z^ OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR 'TO THE SATISFACTION OF THE W. A) GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FCR THE PROTECTION) OF TOPS, OWNER ANY DAMAGE EXISTING ACTIVE IMPROVEMENTS. FOR SEASONAL VAP.IATlONS -SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. _� ° TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE T O RE ,iAIN. EXIST !,N37 TREES '4 D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE. AND NATIONAL CODES AND TO BE W SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED FENCED OR OTHERWISE PROTECT Z. B �0 'E ANY APPROVED B'Y ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. U' CQ WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE IN T r: ' - :li`'G cR: fti . 'E WITHOUT = STORM. SEWER . INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT. E. TRENCHING: LAY ALL � PIPE 1N OPEN TRENCHES, EXCEPT WHEN THE. LOCAL AUTHORITY GIVES GIVES SPECIFICATIONS: _� , (rD 1. SCOPE OF WOPK Q3 x In. WRIT T EN PERMISSION FOR TUNNELING. OPEN! THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO Q 4. REMOVAL OF TREES REVEAL ANY OBSTRUCTIONS. THE WIDTH OF: THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED A) REMOVE ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY F;iAD : "Jv SJRF� -CELL AREAS. 24 ! NCHES OR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT , ITEMS, INCLUDING EXCAVATING AND BACKFILLING, NECESSARY TO COMPLETE THE WORK SHOWN ON THE - d - -� AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND DRAWINGS. REMOVAL OF TREES OUTSIDE THESE AREAS SHALL ONLY' BE DONE AS NOTED C ^J GRr,` "�!'�":5 C ° f;'PRJVED�'OFCI�ER� HEALTH AD•AIN_iSTRATION (OSHA) STANDARDS %: KEEP TRENCHES-' FREE FROM. WATER WHILE- CONSTRUCTION BY THE OWNER. IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. 2. MATERIALS CONDUCT THE DISCHARGE FROM TRENCH DEW'ATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. B) ALL BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMO!,E FROM . A. STORM SEWERS: SITE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). F. SPECIAL SUPPORTS: .WHENEVER, iN THE OPINION, OF THE ENGINEER, THE SOIL AT OR BELOW THE RIFE GRADE 1S UNSUITABLE i FOR SUPPORTING .SEWERS AND: APPURTENANCES SPECIFIED IN THIS 1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C -76 CLASS 3 LATEST REVISION 5. STRIPPING OF TOPSOIL SECTICrJ, SUCH SPECIAL SUPPORT, IN ADDITION .TO THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED WITH JOINTS CONFORMING TO ASTM C -443 LATEST REVISION. . AS THE ENGINEER MAY DIRECT AND THE CONTRACT WILL ; BE ADJUSTED. A REMOVE TOPSOIL TO A DEPTH OF 6 INCHES OR MORE IF REQUIRED j FO^ A "_HE AcE,",S TO BE ( .. 4r 2. STORM SEWERS HANCOR H�Q' PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AfJL) 5 ; -.P` vl�_ .�.Y LGCATION G. BACKFILLING: FOR A DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL REQUIREMENTS: WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL S1i -'.LL_ E_.: _, ASO- -1 -3 ' FREE WITH GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD_ COMPACT FROM SUBSOIL, DEBRIS AND STONES. THIS BACKFILL THOROUGHLY, TAKING CARE NOT TO. DISTURB THE . PIPE. FOR THE REMAINING TRENCH A. 4 INCH THROUGH 10 INCH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH . DEPTH, BACKFILL WITH EARTH. OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER MEETING AASHTO M294 TYPE S. 6. SITE GRADING THAN 4 INCHES.. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY - THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL B. GASKETS MELTING ASTM D1056 GRACE 2A2. °' A) GRADES: DO ALL CUTTING, FILLING, COMPACTING OF FILLS AND f"CU`'FI r,;=r Ar:`"JG RE0UkRED TO TO AAND WITHIN 5 FEET OF PAVED ROADWAYS SHALL BE CONSTRUCTED THE SAME. . BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS. UNDERCU- OPEN AREAS 4 C. FITTINGS MEt ING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL CLASSIFICATION INCHES FOR TOPSOIL. H. MANHOLE INVERTS: CONSTRUCT MANHOLE FLOW CHANNELS OF CONCRETE SEWER. PIPE OR 324420C: OR ASTM D3350 TYPE III, CLASS C, CATEGvRY 4, GRADE P33. BRIG;' SMOOTHLY FINISHED AND OF SEf�I!- CIRCULAR SECTION CONFORMING TO THE INSIDE DIAMETER OF B) ROUGH GRADING: THE, TOLERANCE FOR PAVED AREAS SHALL fJOT E?:CEED 0.10 FEE:" r'�c3OVE TIE CONfJECT!NG SEWERS. MAKE CHANGES IN SIZE OR GRADE. GRADUALLY AND CHANGES IN DIRECTION IL B. DRAINAGE STRUCTURES: ESTABLISHED SUBGRADE. ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET P 'US OF' VIIN S THE BY TRUE CURVES. PROVIDE SUCH CHANNELS FOR ALL CONNECTING :SEWERS AT EACH MANHOLE. 1, PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AfJD STEPS SHALL CONFORM TO ASTM C -478 ESTABLISHED GRADE. PROVIDE ROUNDING AT TOP AND BOTTOM OF BANKS AND? OTHER FREAKS !rJ GRADE. NEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS. ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF a:1 �!_G:' =. I. INFILTRATION: FURNISH NECESSARY EQUIPMENT TO TEST SEWERS FOR INFILTRATION. !N=ILTRATIGN RATES SHALL NOT EXCEED THE LOCAL STANDARDS. INFILTRATION UNDER TEST SHALL NOT 2. CAST!fJGS SHALL BE OF UNIFORM QUALITY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, C) SUBGRADE SHALL BE PROOFROLLED WITH SUITABLE EQUIPMENT ANA LL S :701;GY A J� 'TF.ERW1SE EX GEED 100 GALLONS PER INCH ON INSIDE DIANIET['ER •OF SEWER PIPE PER MILE OF SEWER IN 24 SHRINKAGE DISTORTION OR OTHER DEFECTS THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT BLASTING UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED .W'ITH SUITABLE MATE ^�1r�.I 1-i0;_;!_-.'S AND INCLUSIVE OF ALL APPURTENANCES, WITH IN THE SECTION BEING TESTED SUCH AS Oft BY SOME OTHER APPROYiD METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT r..� N'.1TOLES, HOUSE CONNECTIONS, ETC.: ALL SANITARY SEWER LINES UPON COMPLETION W1LL BE IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY D) SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED ',,, ' '-,'-'_-)'/% CW MODIFIED R`UlUIRED TO PASS A LOW PRESSURE AIR TEST, UNLESS OTHERWISE DIRECTED BY THE LOCAL SEWER IRON MEETING ASTM A -48 NEST REVISION. PROCTOR. UT!LJ T Y. 1. . 3. JOINTS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER E) SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REG==? ;,, a i _ C" . i I G AND t . FLUSHING SEWERS: FLUSH ALL SANITARY SEWERS EXCEPT BUILDING SEWERS WITH WATER TO TYPE GASKETS SHALL MEET ASTM C -443 LATEST REVISION. SUBGRADE PREPARATION FOR PAVEMENT. 0! 3TkN FREE FLOW THROUGH EACH LINE. REMOVE ALL SILT AND TRASH FROM APPURTENANCES JUST . . PRIOR TO ACCEPTANCE OF WORK. C. SUBDRAINS: F) ALL FILL MATERIAL SHALL BE FORMED FROM, SOIL FREE OF DELETE Ri US I *',; `r:` AL. i' T'OR TO - PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SL- B`.IITTED T ` E S :II_S ENGINEEI L`:. PLASTIC SEWER PIPE INSTALLATION: -PLASTIC .SEWER PIPE SHALL BE INSTALLED IN 1. PERFORATED PLASTIC PIPE SUBDRAINS SHALL CONFORM TO ASTM D3034, SDR 35, ASTM D2729, OR FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN LAYERS NOT TO EX�CE-ED °" IN LOOSE ACCORDANCE WITH ASTM. D2321 PER LATEST REVISION, AND NO PLASTIC PIPE SHALL EXCEED A L. ASTM F405. THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT. DEFLECTION OF 5 %. PERFORM MANDREL TESTS AS REQUIRED BY .SEWER DEPARTMENT. - I . . 3. APPLICATION G. ALL FILL MATERIAL iN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE C"- MPACTED L. STORM WATER CONNECTIONS: NO ROOF DRAINS, FOOTING DRAINS AND OR SURFACE WATER A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CON`ITR-UCTIO'-d S "ALL HAVE DRAIrJS MAY BE CONNECTED TO THE SANITARY SEWER SYSTEMS INCLUDING TEMPORARY CONNECTIONS CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE Vy!TH I3E SO!`_, ��;� I' +_� ` Y ' `' EN E ER S F F PORT CURING CONSTRUCTION. . SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL, APPLICABLE CODES AN REGULATIONS AS (MINIMUM 95% MODIFIED PROCTOR). ;:�. WATERLINE CROSSING: WHERE WATER LINES AND SEWERS CROSS AND WATER LINES AMENDED BY ANY WAIVERS. CONTRACTOR SHALL FURNISH ALL BONDS NECESSARY TO GET PERMITS FOR CUTS .SANITARY CANLJOT BE .PLACED ABOVE -THE SEINER WITH MINIMUM. OF 18 INCHES VERTICAL CLEARANCE, THE SEWER AND CONNECTIONS TO EXISTING SEJVERS. 7. DISPOSITION OF UTILITIES MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JOINTS WITHIN 10 FEET OF THE WATER LINE. B. LOCAL STANDARDS: THE TERM "LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF A) RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE, '= BSERVELr 1-< _ . DESIGN AND COfdSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND /OR UTILITY COMPANY. EXECUTING ALL WORK UNDER THIS SECTION. Y. UTILITIES: IT SHALL -BE THE RESPONSIBILITY ,OF OF EACH .CONTRACTOR TO VERIFY ALL EXISTING t UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER B) IS SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY %1 L E: iS ! 'JG UTiLi :ES AND COfJTRACTORS RESPONSIBIL ITY TO CONTACT OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS F DRAINS ENCOUNTERED 1N THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CCN�R:',LTORS 1. :THE: STARTED. THE CONTRACTOR .SHALL NOTIFY''. IN 'WRITING • THE OWNERS OR THE ENGINEER OF ANY DAMAGE TO EXISTING ACTIVE Ifv1PROVEMENTS. RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE 'A:- _ -R: -; ;S SZ==RT� THE CHAT I{,ES, ERRORS OR:.OMlSSIONS FOUND ON THESE P.LANS OR IN THE FIELD BEFORE WORK IS CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF �.i f C,h.:f�GES, 1-1 �,',icS OR . STARTED OR P.ESUMED. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY OMISSIONS FOUND ON THESE PLANS OR IN THE. FIELD BEFORE WORK IS STARTED OF FESSUM� =. _ ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. .- ' . . z.. ...' . •- . E. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WHEN THE LOCAL AUTHORITY GIVE WRITTEN C) WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRA'r!INGS, THE ENGINEER . . PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL ANY SHALL BE ADVISED BEFORE WORK IS CONTINUED. OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 . INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY' TO PROTECT WORKMEN AND ADJACENT D INACTIVE AND ABANDONED UTILITIES ENCOUNTERED !N EXCAVATING r.:`` - ,t . C' ,)F =, -I NNS . o STRUCTURES. ALL RENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION SHALL BE REPORTED TO THE ENGINEER.. THEY SHALL BE REMOVED, PLUG EC ;� G =,P ' =D A C. -ECTED BY STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO THE ENGINEER. . . , - : . . .. CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FORM TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. 8. SEEDING PREPARATION - F. SPECIAL SUPPORTS: WHENEVER, IN THE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE _ A SOLVE LANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CC' ^TRUCT '=='M; ,.,' _` JT EROSION GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH CONTROL STRUCTURES, , SPECIAL SUPPORT, IN ADDITION THOSE SHOWN OR SPECIFIED, SHALL BE PROVIDED AS THEW' ?os ENGINEER MAY 1L . DIRECT, AND THE CONTRACT WILL BE ADJUSTED. I B) REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY !NTERFLR` 'v 1 i SEEDF, 'D . PREPARATION. . - - - I G. BACKFILLING C) PERFORM THE MAJOR FILLING SHAPING AND SMOOTHING OF G4 ILLIED C? S �'✓c`:`_LY r F'GTDED 1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WI T H EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP AREAS. L. T HIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE RIFE. FOR THE REMAINING TRENCH DEPTH, . BACKFILL WITH EARTH OR GRANULAR MATERIAL CONiTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 2. HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL :' GRANULAR MATERIAL COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO WITH _ DISTURB THE PIPE. . .: . FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR . .. . . .-. RQGKS NOT LARGER THAN 4 INCHES. BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS - SHALL BE GRANJULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. . 3 H. SUBDRA!NS: A,LL SUBDRAINS ON SITE SHALL BE OF THE SIZE AS SHOWN AND SHALL BE PLACED AS u w . . . SHOWN ON THE PLANS. THEY SHALL BE CONSTRUCTED TO THE GRADES AS SHOWN ON THE PLANS. n . 11 - 1. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES ° AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO, BE THE CONTRACTORS - RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED. THE L. CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR U ro U - . . OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. / C6 1. D 1-11 L0 � o I 1. . J. QUALITY CONTROL 1. " 0 N . 1. CONTRACTOR SHALL CONTACT 'HDPE' BEFORE CONSTRUCTION BEGINS. MANUFACTURE'S i - . REPRESENTATIVE SHALL BE ON SITE AT BEGINNING OF CONSTRUCTION FOR REQUIRED FIELD OBSERVATION. . ° ° ° � � 2. MANUFACTURER'S REPRESENTATIVE SHALL VISIT SITE A MINIMUM OF 2 VISITS, ONCE AT START OF U 2 Q 0 5 .. .. CONSTRUCTION AND ONCE DURING INSTALLATION OF PIPING. awm . . Z O . tz�� Qpw� .. . oQQO 1 . 10 9 i .. _ _ 8 7. .." .. 6 5 4 3 PAVING SPECIFICATIONS: 1. SCOPE OF WORK THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. MATERIALS A. CONCRETE: CONCRETE SHALL BE READY -MADE AND SHALL BE A MIX OF PROPORTIONED FINE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARD OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5.5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHAL! BE 4000 PSI. ALL EXTERIOR. CONCRETE SHALL HAVE AIR ENTRAINMENT OF 5% TO 8% BY VOLUME PER ASTM CO260. RETEMPERING OF DELIVERED CONCRETE WILL NOT BE ALLOWED. CONCRETE SHALL BE COMPOSED OF: 1. PORTLAND CEMENT: CONFORMING TO ASTM C -150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C -33. 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE NON - EXTRUDING TYPE MEETING ASTM D -544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON- EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BITUMINOUS PAVEMENTS SHALL COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. I . E. COMPACTED AGGREGATE SUB -BASE: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL. MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL BE GRADED AS FOLLOW: PER LATEST REVISIONS. SIEVE SIZE % PASSING 1-1/2" 100 1" 80 -100 3/4" 79 -90 . 1/2" 55 -80 #4 35 -60 #8 25 -50 #30 . 12 -30 #200 5 -10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN ADDITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. B. PREPARATION OF SUB - GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB - GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 100% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T -99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK, OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E. PLACING CONCRETE: 1. SUBGRADE: PLACE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL. PLACE NO CONCRETE ON A MUDDY OR FROZEN SUBGRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AND SUBSTANTIAL ENOUGH TO MAINTAIN THEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SMOOTH IMMEDIATELY BEFORE PLACING CONCRETE. 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED. F. CONCRETE CURB: 1. EXPANSION JOINTS: SHALL BE 1/2 INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM SPACING OF 100 FEET. 2. CONTRACTION JOINTS: UNLESS OTHERWISE PROVIDED, CONTRACTION JOINTS SHALL BE JOINTS SPACED 10 FEET ON CENTER. 3. FINISH: TAMP AND SCREED CONCRETE AS SOON AS PLACED, AND FILL ANY HONEYCOMBED PLACES, FINISH SQUARE CORNERS TO 1/4 INCH RADIUS AND OTHER CORNERS TO RADII SHOWN. G. CONCRETE WALKS AND EXTERIOR STEPS: 1. SLOPES: PROVIDE % INCH PER FOOT CROSS SLOPE. MAKE ADJUSTMENTS IN SLOPES A WALK INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 2. DIMENSIONS: WALKS AND STEPS SHALI_ BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS. 3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FINISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE 3 INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. H. CURING CONCRETE: EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE USED. 1. BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. J. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACTED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. ASPHALT OVERLAY SPECIFICATION: A. SURFACE PREPARATION: CLEAN PAVEMENT TO BE OVERLAID OF DUST, DIRT, VEGETATION, AND MOISTURE. CRACKS LARGER THAN 1/4" SHALL BE CLEANED TO A DEPTH OF 1" AND FILLED WITH APPROVED CRACK SEALANT. B. APPLY TACK COAT IN SUFFICIENT QUANTITY TO SATURATE GEOTEXTILE AND AS RECOMMENDED BY MANUFACTURER. -•_ C. INSTALL GEOTEXTILE AS RECOMMENDED BY MANUFACTURER, WITH REQUIRED SEAM OVERLAPS. WRINKLES SHALL BE CUT, BACK AND ADDITIONAL TACK COAT APPLIED. D. PLACE ASPHALTIC OVERLAY IN THICKNESS AS INDICATED AS RECOMMENDED BY OWNER. NOTE: THE ENGINEER AND /OR OWNER . DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 3 2 CAUTION! ! THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY OTHER) 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 0 SAID EXISTING UNDERGROUND UTILrTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION PLEASE CALL "HOLEY MOLEY" 1- 800 - 382 -5544 � � O p \00 U w oq004 - t14°o U M M 00 w w a U Rv) wA �z 1-4 A4 . . 171 rA P4 0.40 w >' (4 1 a w �j Z ; O 14 00 N A �� xZ Q4 -< II w 2 rA I � d 2 H g 0 w� w U� 0 z 9 Q �Rm I z � w • kn V(.:. V 9 w °' a, o� cn cl-4 Ln �>. o z E o �° Q M Q � i� w"'z Z z , . o a o : � U i O co cn ¢ E w a Q0 A Q Q m co CA CA Lo o° w 00- QI,-,--, V) a 0 U ° 0 ° co 0 v Lo ° �__ w Y U 0 L„ n�__ � W zm M w :2 F;4 MO :2 U V) O W 9) U Z Ca t - O ck� cr- a_a_ z ZZ 000 V_ 0� > �� a ®" - `\\\111111111 / / /,,,, ``,Z �S K. S HINNF/%�i /. Q - G \STERN; �q �. 10200392= -o STATE OF �� ���� �X' AHD IAN" .. \,\Z `` ;� �x���ii�sS�4NAL ��v �`" �// /111111111 \ \ \� a.t. L4 .relt4los JAMES K. SHINNEMAN P.E. 10200392 Co U q ti Q) Q, �� 1l. q � � d V 4 9 S, cn Z C2 o TT �� V) r - P4 W H W u -f 9 1+1 4 w d I � w w� � z^ W. o _� ° '4 w W � U' CQ [ C w = >, � - w _� , (rD H cn Q3 x In. W Q p o w fZ .o - d SHEET NO. I30 r ROJECT NO. w05.0417 3 O z i w E rn a C^ oIn i 0) C v 1-1 Ln ': O d O O " L0 O -t J I-Iw � 3 Ln d N D O Q -0 C o i