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Home My WebLink About05070010 Civil PlansSCALE: 1"w=5001 DATE: 07/01/05 ��OL� L�v�JLQI� SCALE: 1° =500' �I w QT- Cr - SEC. 20-T18N-R3E - (�RPi� ALL S CTIa 1 (RIESHDENTH S DHVHSRON) no �� Pill Cno 0 01.- U 111�. D r La DEVELOP RM 0 R 03GE 0)EVEL0PVvq C�� v�JpQi��9 D��o 1041 W. MAIN ST. CARMEL, INDIANA 46032 (377) 582 -2456 25 MPH DESIGN SPEED REVISIONS: DATE: BY. DESCRIPTION: 08/16/05 PRC ALL SHEETS EXCEPT. C802 C803, C805, C901, NEW C304, 09/22/05 PRC ALL SHEETS EXCEPT: C801, C804, 0805, L101 -L104 & L201 -L204. PROJECT ENGINEER: JCC CHECKED BY. JQQ DATE CHECKED: 07/01/05 Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317- 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Tran portation Engineering CERTIFIED BY: J. CORT CROSP.E. E -MAIL ADDRESS: ccrosby ©schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2005, The Schneider Corporation �.�1STERFo No. 920350:= �� STATE OF S ONAL \.�`�� DATE: 09/22/05 ,1oB No. (5076.001) FII F NAKAF• r? - \ -rw\ r (n7F\ nni \ nwrq\ ri nn OF 40 INDEX SHEET NQ. DESCRIPTION C100 COVER SHEET DEVELOPMENT PLAN STORMWATER POLLUTION PREVENTION PLAN STREET PLAN ENTRANCE PLAN INTERSECTION DETAILS C101, C102 C103, C104 C201 —C204 C301 C302 C303 TRAFFIC CONTROL PLAN C304 MAINTENANCE OF TRAFFIC & PAVEMENT STRIPING PLAN C401 —C404 SANITARY SEWER PLAN C601 —C605 STORM SEWER PLAN C7011 C702 WATER DISTRIBUTION PLAN C703 WATER DISTRIBUTION DETAILS C801—C803 GENERAL DETAILS C8042 C805 STORMWATER POLLUTION PREVENTION DETAILS C901 SPECIFICATIONS L101, L102 STREET TREE & OPEN SPACE LANDSCAPE PLAN L103 PRIMARY ENTRY LANDSCAPE PLAN L104 AMENTIY AREA LANDSCAPE PLAN WALL PLANS & DETAILS L105 L2012 L202 TYPICAL SIGN WALL ELEVATION WALL DETAILS L203, L204 Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317- 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Tran portation Engineering CERTIFIED BY: J. CORT CROSP.E. E -MAIL ADDRESS: ccrosby ©schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © 2005, The Schneider Corporation �.�1STERFo No. 920350:= �� STATE OF S ONAL \.�`�� DATE: 09/22/05 ,1oB No. (5076.001) FII F NAKAF• r? - \ -rw\ r (n7F\ nni \ nwrq\ ri nn OF 40 SANITARY SEWER TABLE - - -- -- - - -- - - - - -- - -- '., THOMAS P. MURPHY ;' w STR # STA BASELINE OFFSET LTA RT TYPE TC INVERTS E3 - - - - -- - - - - -- EXIST. MANHOLE 914.85 900.06 (NE), EX- 899.73 (W) MPH4 4 +30.69 "C" 28.00' LT MANHOLE 914.20 901.47 (E), 901.34 (N), 901.24 (SW) MPH5 1 +91.48 "B" 28.00' LT MANHOLE 914.40 903.50 (E), 903.40 (W) MPH6 3 +62.42 "B" 27.50' LT MANHOLE 913.10 904.32 (NE), 904.22 (SW) MPH7 5 +36.20 "B" 27.50' LT MANHOLE 913.60 905.15 (NE), 905.05 (SW) MPH8 7 +10.97 "B" 27.50' LT MANHOLE 913.30 905.99 (N), 905.89 (SW) MPH9 8 +85.81 "B" 27.50' LT MANHOLE 914.40 906.73 (S) MPH10 1 +31.42 "D" 35.95' LT MANHOLE 914.60 902.67 N STUB, 902.64 E , 902.44 S MPH16 5 +52.64 "D" 28.00' LT MANHOLE 914.60 904.17 (NE), 903.97 (W) MPH17 7 +49.06 "D" 28.00' LT MANHOLE 913.20 904.74 (N), 904.64 (SW) MPH18 10 +00.24 "D" 28.00' LT MANHOLE 913.80 905.88 (E), 905.65 (N), 905.55 (S) MPH19 11 +52.58 "B" 32.98' LT MANHOLE 914.90 907.54 (N), 907.34 (W) MPH2O 4 +02.00 "E" 325.00' LT MANHOLE 916.10 908.95 (N) STUB, 908.85 (S) MPH22 13 +78.26 "D" 32.98' LT MANHOLE 915.70 907.19 W STUB, 906.96 (N , 906.86 S MPH24 17 +03.26 "D" 32.98' LT MANHOLE 917.90 908.34 (W &E), 908.11 (N), 908.01 (S) MPH25 19 +45.36 "D" 28.00' LT MANHOLE 917.30 909.41 (W) MPH26 24 +84.79 "D" 28.00' LT MANHOLE 917.30 909.77 (W) STUB, 909.67 (E) MPH28 18 +98.24 "D" 29.68' LT MANHOLE 915.20 908.83 (N) STUB, 908.73 (S} 000 STORM SEWER TABLE INST. #9020152 L� J J" I 30 OF 12 RCP ® 0.80 % -\ � E i _ 914.8 914.3 914.2 _ 915.0 914.8 a_ - �' °' 91.4.$ 915.0 916.2 I � I -: N I I'Z t_ 1�I ��j I I S.,O.O'�:,_,. \�_'_ , _ - _, 9 J.m ,` - o I '`� -`t> \'. 1. ALL GRADES AT OUNDARY SHALL MEET EXISTING GRADES. J" 111.0 00,., r I I + 110 00' B �� \i - ✓- T -�+_.� �_�...ri �'...'\�. '.lam ^v.:V s'�.:s� \�:..i'...a =..� \_ate. -r _- -_ �1 - ^ 4 ,+ _ `1 n I afJnsrAF - ,;� >' 1.00q' MIN.' - 10 LAN CAPE � PH28r I i Q, I ': ' TAND�CA EA EMNT -' - - - - - - - - _ _ • •. I 177 + 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR - --�, k: s DS A EM NT , S.. . .,. ,, __ - - I - - - ' II I - -1 MI - -,\ - - - - - - TO VERIFY ALL EXISTING UTILITIES AND CONDI1IONS Existing Storm Sewer ,- -- _ Y �' - - +'< 10 DU &SE 1.70% 912.7 10 DU &S 913 8 I ' -� --.�� \. • 91 .0 :.'13.4 167 .= ('' � a, ! PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE 1 :I , - - -^,- 178 ; I i � 0 120 OF 12 - -/ 176 ^> THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTA -0- - New Storm „�� ,}: G - !� tOi RCP O ° I CT THE Sewer a I 0.80% r o =~ w 1,J :' - cn _ I n= o� - -, = c,i �h�'' R J OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE I 1, i I I , , I• I 1 0 m 40 DU &SE / w� rn �- , c� LOCATION OF EACH TI =a_ - -� ' I 1 $ U LITY BEFORE WORK IS STARTED. THE `m`•'= Existing Sanitary Sewer �� Y J �_ ^ I SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR f ��w:=' rn a o I r `195' OF 10" PVC @ 0.32% i �- `c' I o '. r� �`� ` -' r 1.�Z_._.. _ _ C1 I °'�'� o o i o I I_ ED, �' �, n / THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS New Sanitar Sew r ;� 'n o O, Ira " I .. o �: cv oo c FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS y e le o ,h; = �' ,N O< I - w �'\ ` `� ':�° (>� °`� ��,< STARTED OR RESUMED. i Subsurface Drain ti.. a i I rJ.. 1 t �i i t, . �� 37 38 39 o I I w I n 40 �- I- 1 + ¢ ; ° / �, c� \ 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY + I T F.`F,E. =919.0 \ F�F.&=919.0 `" F.F.E. =919.0 N �" I ---I I o ° F.F.E. = 919.0 I / SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. W Water Main �, ! � � _ I �' 1 \ <,�.t �`+ 0 PAD ^�_° N0 PAD " NO PAD � < I I + I NO PA 1 \`' / : 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES -- '"°`'o °�--- <,' /�� c�, :r. ) � ° r ( ) ( ) r I _� I �; ( ;� ) RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH Existing Contour ;. + -I- , rn , + / I °' I e ! 1 + GRANULAR MATERIAL. 00 - - - _ - / _ _ _ ' - 20 BL 20' BL .1,. , o i 20' BL C,�, °' I - - ,_0 E 000 Existing Elevation I\ ! 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE i 20 DU &SE I 20 DU &SE N I 0 DU &SE �� ° _ - 30' OF 1'`8" RCP ®1 05% 166 I v ! � U , 3 + r`- � PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 000.00 New Pavement Elevations - - -'a; -I_ - - - - - 917.0 <, 95.00 / 916.4 f_'" -95.00 917.0 90.00 917.6 t 917.5 90. 0 916.6 °� COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 000. - _ -� - - - ) ;11) + ` �; o. � - - - _ 1.. PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF 00 All Other Finish Elevations - - _ - - - - - - (O (11, - - - C SERVICES. -2-r; _ - - _ _ _ _ -- ---- - - - - -- -------- - - - - -- __ - - - - - - -- - - -- - - - -- - - _� �2.oa - ---------- - - - - -- _ _ = (000.00) Corrected Elevations �� _) �� SEC. �tINE� URPHY HALL 24; 00 PVI 0.63% _ � pVI 2_08% " PVE _ 0.9,6% SEC. LINE 175 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" 000 __ - - 2 +84.79 23 +88 CIRCLE NORTH 23 +00 � 22 +p0 c 1 +70 2.1` 40 _ -T � 20 +20.22 _ `� ' L � � � - - �` b 21 +00 THICK AND 5 IN WIDTH. O Storm Structure Number �� - - - 916.68 0.65% " 916.13' 916.06 916.61' ° 917.4 917.43 ��;; 917.42 917.3 `_' `! 916.26' 174 3Q' OF 12 "!r-, \� UNE B� C-6 O C� - �� \ Sanitary Structure Number -..- - - - _ - - - _ - - __________________ - ______ 1. - ;;D I� > RCP @ 0.80% � �� 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK -____ � _______________ - - _ INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. ---- - - - - -- A �- s^ -- - - -- �' °I Flow Arrow - - - - - F I - r - - _�`' - SIDEWALK SCORES ARE TO BE EQUALLY SPACED °`�� - 916.4 ~• , 917.6 I- 917.5 - _ �`�� BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND M.E. Meet Existi T - 917.0 PH26 165 .;- 917.0 ' ° o F ! 916 \ PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS ng Elevation I r, -' �) `' 20' ,DU &SE ' " + ''' '� \�� WITH A CONTRACTION JOINT EVERY 20' OR LESS. 20 DU &SE 297 OF 8 PVC @ 0.45, r I� /_0 DU &SE - G PH25 - - - a�,�= X20' BL PN2� I ' r' -� - \: Denotes Approximate Home ,}; I �,` ".- �, "I ;� 20 BL � I �- I 20 'BL 1t, F.F.E. =000.0 ;�. �- f,w ,� I �., ,��; I , ; , ! � � �`In ...\ \ 8. 5 CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH (NO PAD) Location and Finished Floor }Q'�I I �� a, CO ; a,l , "I II _ `� _ :i � Q, �1 0 LOT TO BE CONSTRUCTED BY OTHERS. ElevatlOnS W 3 � 35 9 34 I ", I ; � 33 "' I W f;: / ` �r ® -U'` \ 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO I a F.F.E. =919.0 F.F.E =919.0 F.F.E. =919.0 I . ' � -*- Indicates Flood Routin F F E =919 0 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. g ..,µ ..- � _ I 1 ( 150' R /W I G `° N ( _ ,11 c� (NO AD) o o (I iO PAD) (NO PAD) , I 3 0' i N �;'' NO PAD % 'o `- \\ 10• ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE co, ® �r; ° -, I� I - ( ) p L; �C6 U_ w PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A New As h `- 1 "�^, J� {� \ , \� 0 1 - '= II .� j I , ;.. -o _; - �n rn `O I _ °. `; \ STANDARDS FOR WORKER SAFETY. p alt Pavement Section I. ; C Within The Right of Way See \ •�' + { c� 1 + + '\ N IW , , ©; !w i I I / ,)'•; I + `" 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. Sheet C301 For X- Section rn ( cn o ; corn I - 1 I LI wo Q' I4d ; 'o� " -1 I o 001 94' OF 2T; RCP ®0.16% New Shoulder Wltill l Imo.- �:. , I 1 30 0 30 RcP_� 61% n R i h t of Wa J I 30 �U &S - - 12. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING See Sheet C301 For X gSection y r ° ° �` 220' OF ;21" RCP Chi 0.50/ 162 ; 1.0 % MiN. - - - \- - - - r- 1 �4, -I � I-,r, J °` o ! i �I I TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW TH , L-;� , G •.r-- , I 161 4. 914.2 160 159 � E 15 VDU &SE - - X15 DU &SE - ,y,-`. _ -1 � � : -r� I ( DEPARTMENTS CONSTRUCTION REQUIREMENTS STAFF NOTIFICATION __ __ --- - - - -I- l^ - - - - -- - - -- I ,�. / / I } - : rn 915.1 ,I TS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF ` � REQUIREMEN - •. - �.:''�` 164 /J . � 914.7 _, t',. THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT Limits of 1 Surface Milling of .,- U;• _ _ _ C,. 915.2 1 95.00 95.00 913.7 114.7 i 915.2 11).00 915.0 _ - � _ AS IT RELATES TO WORK WITHIN THE EX Existin Pave ' 'x' -' T- ' - r� I (STING AND PROPOSED g I -*- - m en t and 1.5 of T- - - - - - - _ 812.9 - CITY RIGHT -OF -WAY. • 2.70% + p I , t40`p0 New Asphalt Surface + 912.5 1.00% MIN. 913.6 915.2 III ° ° r . 1 I I- \-------- �- - - -�-- - --- -- 163 r�_jr__ ' 1 <<�, , r �,. \ !_ I I -_' , , I I r 30' `OF 27" RCP 0.16% - 1 °' 1 -` 13. ALL SUBSURFACE DRAINS SHA " ti; LL BE 6 DOUBLE -WALL, SMOOTH ' 1 I I \ _ ,- f I ;� I � : � I I �' I z I + INTERIOR CORRUGATED, PERFORATED HDPE PIPE, HANCOR Hi -Q OR f f I I I •\ \ �;: / I n I I 1 _'11 EQUIVALENT. F I° 32 1 0 1 I 1 \ 1 0 !: &\ I o - o \o I 1 14. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE SIDEWALKS OR ``" 1 l ..1� I �, f,;�, \ \ �,` I � I I �; F.F E. -91 7.7 I ASPHALT PATHS CROSS STREETS. SEE DETAIL 7/C801. -F J\ I I_ I o I r J 11, / , I I + ,)) ' I :; I o i ', (NOS _PAD) �, f - I II I II I II �� ,� r -�� • \ 0 1 o rn , 1 w W I a, I \ % / + III \ ,%,� .0 1 ,`� + , ` I ( 1 I 1 I ° ° I r / \ �, I �' 1 } I II I I I.( I I I II + 1 r {� ;' � I L I ,= m Q �'! o �' 1 Fes.. 1 I 1 \ I M I I �' r °° �~ " I II �' ( I I I II I /" I " / �. - I � I n 1 I I, a 915.1 - I �' - - _ /�1_ - f� _ - - I ',• I I I 1�.�., ,` .. �. I I 11 , -t -1i I I f ( I I I If 1 I I I_ ). 1 I • - i . .J'• .� \ '- l 915.7 _ o -� 1 -I- 1 I I �, _ \ � I _ -J,,- I 1 I I I _�� - �- - - - - - --., I T \ I f Yr; / '. ' - \` I - - - � I I r "' t o l <r ,`J f I G! \.a - / - I 1 �J, I II I I I ( I I I II Y� \-) I �� +�,� I C I I+ 1� 1 1 ��. 31 I I 11 III I I I I II - I I f r 1 \ - - - - -- 915.5 I - I , i ' / /� �� --�- - - - - - - , �� I Q F. F. E -917 9 I I ;� YCJ I , °` f1 I I 4- / ____ __ O ° / t o I 1 r �\ �= ---- - - - - ,� h O \ ��, I r��. �, // / �=- _ - - - _ _� �, I °' i NO PAD lz, I CD l�E SEQTI110N �� I , �`b �I ( +'� tX* ! LACIRE COURT �', . SEC. LINE 1 +2 .8 • PJI I ( ) a y ( 1 IR ` T�� i + °; + - - - - - -- +r•� - - -I- ��Jl. ---- + - - - -- E.P.1 +35 1 +151 +OO�i�'1 �1.0 ��h� fo IN ,z I II I I I, P 1 I I 1111 » » M - 915.18 F8� I� ; ,3 M P Y LL • I I g�. CC + :t 1 \\ \ _LINE G- - - - - 915.26 915.34 , I I \ I �� I I I ��'�� I `L I f I 1 - - - - - -- I ` ,<' � - - -- - - -. 15.9 _ sr4 9 158A -f �,� I If I I I I I I I II + °' I I \ �� / , -T- 915.5 I --� - +�-- - �� - - --f - -II I I�ti 1 I I I 40 ��`'f t��.`- , %�% I ^I I ,III +J I Ilill - -I - - - - - -- 1 I __ >� I . �� t l �_ if - - - v`� - - PH2 , I I Q, / I- f I I . `,�� I �\ ��; \; _ I/ �- 1` 1 I 1 °I II I f I ( I I I II I ° I k I I �� ", + �.tk 1 L' i, + + / / +y I I I, 01'30 , G� I U; '� 1 I II I I I ( I I I II ��o� I ��01 I + 1 I I // • r } I _gyp r �``. ,. I 1 I I o F.� .- 9 �9 i0 OI,� �`" �� I II I I I ( I I I II +� +� I f I FUTURE SECTION 2 / / ► � �� _ 1 I , (NO PAD) o� e +� I II h 1 II I 1 1 �� I / i I s <' , I (1 1 1 W ,�,I 00 +/ I I+ I III 11 I . I I t�� +gPk. I 1 +el MURPHY��ALL / `/ /' \I ,! + k I ,� I I ° I m 1 II I11 I 11111 I + I _ y I I I / +c' 1, o p o uv tll C I F + �� I \ I + �. N �� \ 4 I i - - - - -- �- 1 / / / : I + ,. . �, rn o - 914.0 �I +g` - I PH2O II 111 I II 111 �� 1 oh 1 1 I +-, / Io �- �' I I - -- --1 - -{- I III I H II+ C� I I 1-3�_- / / �`1 8 I f' 1 i I l 915.0 N I / �`�� - - -F - - I I � / r $ ,'� I �, a�� + I III III IL_. -�- -- - rr. \ I 1 / I I�� ilz i 1 +> I I c,�1 L-- ^.�- - - - - -_/ // k ��r�' i I I I I I I III 11 I og� I •1 ��` `_�� g� + , o`� / Il'l - - - -� � - - - L 1= ( I I II 111 I 11 I II I +� I � I `� -- - - - - -- �' -- -1- - I ' _ _ �- 911.7 91716 914.6 I o - �� + -7- : ^ + � , _ G .y ; ° z I ° F ;F��: - 917.0 � \�' I � I " I III 3 0` III I III �o� �y / - - - , -, / o + I rz I i , M `'�_1 +� 0 92 OF 8 Pvc ®0.45% I II I II I II I II �° 1 4.. / . I Q; I �- - -- - - - - -- - -- I 1 U, � NO P D) �� 50 R/W 1 I / / ��t� I i I I- I _ I I �Lh� � \� 1 I 1 / / I I I I � 11 I � /� I +`J + I �N I I I 11 111 + I I� ��, ;ti �`' hI 1 <,t,24 II o .� 1 g 4.1 ��' • I I -_ _ f +O, / + . �� c7 / : � 14� , Ft ' E. = 916.4 1 Q I I �, I 9, 5.1 I II I I I II I I r 1 1 i ��. / � I � �� 1 CN 1 913 a ( + I I oI +0 +°' / rn + vb_ N 0 PAD � I I 41 - - �\ 914.5 z ° I `r 915.1 1 Ir \ / Q� 1 `' ( ) , -I U, I ! 3 0, I ti Imo- �__ +�� I 0) I I � 913.3 8 I" \ I Q; \' I I 4,, _ :_-. �'" W I I + , I I ```- ' w + I �O 61' :,d /� v' I I ' I °' N "' I ±� 909.8 \ / ! I I \ � I . �". m = , 60' R /W I co (/j�(� i w I �` 7 �� .� I �� I ��O I � y � � t - ' - O° J 2 V / � w ��\. 2 7 c I ° Is .. ._.ks yy I Z *tx� /v I \ I 913.0 , z: 913.6 _b I I m - Z> I� +`, + + I °• I '914.0 kF:.r 1 z= t 3,- f, t,\ 0> � - .,x- " o �_ F.F.E. =9 6.1 Q o = F.F.E. =9 1 1 91 0 -_ \ , ^ j I o •1 8 ASPHALT PATH N�11 °� ((��;Q P D) ' I (NC PAD ° I �o �° t,. ' / �.. 1 -° 378' OF 10" PVC © 0.32% I o -oli ;1` o� ~" --_� _-- `" o I I w® w _: I �I I I clU I N /15' DU &SE / 15' DU &SE <C -� `� �� / b . � �y ° I F. F `E. = 915.4 I i ` ° 913.1 / 150' OF 12° RCP ®/ 1.38% I 158 I 150`' OF 33" RCP 0.15% + �. / \ ` I . r c , , L6 \ cj\ \ `h - . , r 1n� 1 t^ \ + + °' (NO PAD) ,> 140.00 812.0 �, 140.00' 914.2 I �; �� O / / = - C �r I 1 �� 169 + �_ °+ 168 912.6 o; /� _ �c z,..- II ci I ;„ - - --� c�' ° �-_ _ 157 + / / \\ �� I � I o, I l,'' " 15' DU &SE `` °' 15 DU &SE \ � // \, \\ \ i ! U 912.8 9134- 1 I 1 o LWj i ° WI( o IW, ° � Ca- m o �� t�, \ \ \ \ \ 77 r s -� b\ / I _ Q p - U a '� I +Q> " N \ 11 I I II F.F.E.- 15.5 o � F.F.E. =916.7 �, 5 0 ,� ; ; ,�, , , , 11 1 4, o I I ; ` I (Nq /PAD) �� o I 1 (NO PAD) �i � � / 1/ I _ �1 + ® n ' ; I I Ln 6�/ �J• �*° +� ao w ' , \ \ ` h`� 1 a- 2 2 ` -, I / I I ' + i' + > cam, I c�i I ° �/ ,/ /� \ \ I ��\ l I O � * j/ i �n I rn / � ,�v r`� rn o i 1 o N I 20 BL �_ "' 20 BL tx �� /// +" L FFE =9158 20 Du &SEA iii _-1 � \� j% ��_\ ��\ rn 1 I + �' `' �j 20 DU &S 114 �o,. +O' MPH19 -, „ T X10 PAD a /� �� \,� G� y f I ° J� ) MPHIB 913.3 12 .00 912.6 120.00 914.1 _� o, / tit- , ^ - G I I � � � �-I �' PVI +�'� + <,� 1IOg 1 ° 0 4�"' 1PVI ;��.. 0.7- -� 2 +00 G�� L`P. 4 +0 �- \� + _ " N �I�� 1, oo > +�5 2 +65.53 2 +8a 3 +ooMONAGHAN PLACE 1 � 91 .18 ° 911.9 » » 11 \ J. • �, ; I sa, �° 912.58 ,�, (912. 1) (912.36)�p LINE E 1.86 %' � 914.0 1 1 I +; U0 ac ,.� 912.28 0 STR # 5TA BASELINE OFFSET LT /RT TYPE TC INVERTS rn EX1 - - - - -- - - - - -- EX. BEEHIVE INLET 909.04 903.09 (NW), EX- 902.69 (W &E) 156 101 4 +97.65 "B" 375.79' RT BEEHIVE INLET 909.50 903.29 (NW &SE) PERIMETER ROAD IMPROV EMENTS 102_ 5 +13.90 "B" 321.61' RT END SECTION " �I 903.50 103 9 +84.58 "B" 67.24' RT END SECTION BLIND" 903.50 + 104 9 +85.00 "B" 15.00' RT CURB INLET 913.15 904.00 (W &E) rn - 105 9 +85.00 "B" 15.00' LT CURB INLET 913.15 904.27 (W &E) U 106 8 +31.23 "D" 165.00' RT BEEHIVE INLET 909.00 905.90 (N), 905.50 (W &E) I 107 8 +31.23 "D" 35.00' RT STORM MANHOLE 913.10 906.98 (SW), 906.25 (W), 906.05 (E) C(` A I E-. 1 "s I,rn' 108 8 +17.99 "D" 165.26' LT PAVED AREA INLET 910.60 907.05 (N), 906.65 (E) ,� 109 9 +74.83 "D" 165.00' LT BEEHIVE INLET 911.30 907.68 (NW) STUB, 907.68 (S) 113 2 +65.53 "E" 15.00' RT CURB INLET 912.21 908.23 (N &S) 114 2 +65.53 "E" 15.00' LT CURB INLET 912.21 908.38 (S) 115 7 +80.00 "D" 15.00' RT CURB INLET 912.31 908.28 (W &E) 116 7 +80.00 "D" 15.00' LT CURB INLET 912.31 908.43 (E) 117 2 +98.99 "B" 72.59' RT END SECTION 903.50 118 2 +38.69 "A" 42.00' RT BEEHIVE INLET 912.40 908.35 (SW), 903.76 (W &E) 119 2 +55.00 "C" 44.83' LT BEEHIVE INLET 912.30 909.24 (S), 904.48 (W), 904.08 (N &E 120 2 +56.21 "C" 15.00' LT CURB INLET 913.24 904.13 (N &S) 121 2 +56.21 "C" 15.00' RT CURB INLET 913.24 904.18 (N &S) 122 4 +48.58 "A" 155.00' LT BEEHIVE INLET 911.70 904.42 (N &S) 123 3 +10.00 "D" 15.00' RT CURB INLET 912.74 904.66 (N &S) 124 3 +10.00 "D" 15.00' LT CURB INLET 912.74 904.71 (NE &S) 125 3 +20.76 "D" 47.25' LT BEEHIVE INLET 910.70 904.77 (NE &SW) 126 3 +69.97 "D" 228.77' LT BEEHIVE INLET 910.70 905.07 (NW &SW) 126A 3 +00.94 "Dn 240.39' LT TEMP. END SECTION 905.18 130 1 +51.76 A 26.94 RT CURB INLET 912.93 908.79 (W &NE) 131 1 +51.76 "A" 26.78' LT CURB INLET 912.93 909.05 (E) 132 1 +26.18 "A" 155.00' LT BEEHIVE INLET 912.80 909.80 (N) 133 4 +01.22 "C" 81.70' LT BEEHIVE INLET 911.80 907.90 (SW), 905.43 (NW), 905.23 (E) 134 4 +20.37 "C" 179.12' LT BEEHIVE INLET 912.50 908.42 (S &NE) 135 4 +05.77 "C" 224.60' LT BEEHIVE INLET 911.70 908.70 (N) 136 4 +68.79 "C" 48.00' LT BEEHIVE INLET 913.00 907.95 (N), 906.54 (W), 906.34 (SE) 137 5 +00.66 "C" 164.24' LT BEEHIVE INLET 910.50 907.50 (E) 138 5 +25.00 "C" 15.00' LT CURB INLET 912.85 908.85 (E &S) 139 5 +25.00 "C" 15.00' RT CURB INLET 912.85 908.97 (W) 143 3 +12.79 "B" 61.56' RT END SECTION 903.50 144 3 +04.19 "B" 15.00' RT CURB INLET 912.25 904.96 (N &S) 145 3 +04.19 "B" 15.00' LT CURB INLET 912.25 905.87 (N &S) 146 4+64.63 "A" 148.40' RT BEEHIVE INLET 910.60 907.57 (W &S) 147 4 +48.00 "A" 23.00' RT CURB INLET 913.24 908.96 (W &E) 148 4 +48.00 "A" 23.00' LT CURB INLET 913.24 909.41 (E) 150 6 +50.00 "B" 66.42' RT END SECTION 903.50 151 6 +50.00 "B" 15.00' RT CURB INLET 912.09 905.04 (NW &SE) 152 6 +50.00 "B" 15.00' LT CURB INLET 912.09 905.94 (SE) 155 12 +44.72 "B" 70.75' RT END SECTION 903.50 156 12 +57.00 "B" 15.00' RT CURB INLET 913.67 903.62 (W &E) 157 12 +57.00 "B! 15.00'' LT CURB INLET 913.67 903.67 (W &E) 158 I 11 +01.24 D 165.00 RT BEEHIVE INLET 910.90 904.99 (W), 903.90 (N &E) 158A 13 +86.24 "D" 165.00' RT BEEHIVE INLET 913.90 904.38 (N &S) 159 15 +91.24 "D" 165.00' RT BEEHIVE INLET 914.70 911.81 (E) STUB, 904.73 (W &S) 160 15 +91.24 "D" 135.00' RT BEEHIVE INLET 914.20 905.98 (N), 904.78 (W &E) 161 15 +91.24 "D" 40.98' RT STORM MANHOLE 915.30 904.93 (SW &E) . 162 15 +67.07 "D" 15.00' RT CURB INLET 914.66 904.97 (W &NE) 163 15 +67.07 "D" 15.00' LT CURB INLET 914.66 905.04 (W &E) 164 23 +89.79 "B" 160.00' LT BEEHIVE INLET 912.50 906.14 (N &E) 165 23 +88.00 "B" 15.00' LT CURB INLET 916.06 907.18 (N), 906.98 (S) 166 23 +88.00 "B" 15.00' RT CURB INLET 916.06 907.49 (N &S) 167 23 +85.30 "B" 150.00' RT BEEHIVE INLET CURB INLET 911.70 912.55 908.56 908.20 (S) (W &E) 168 11 +00.00 "D" 15.00' RT 169 11 +00.00 "D" 15.00' LT CURB INLET 912.55 908.67 (E) 174 20 +20.00 "B" 15.00' LT CURB INLET 916.26 907.08 (N), 906.88 (S) 175 20 +20.00 "B" 15.00' RT CURB INLET 916.26 907.32 (N &S) 176 18 +76.24 "D" 135.01' RT BEEHIVE INLET 912.00 908.40 (W &S) 177 18 +76.24 "D" 15.00' RT CURB INLET 914.68 909.36 (W &E) 178 18 +76.24 "D" 15.00' LT CURB INLET 914.68 909.60 (E) 179 12 +75.08 "B" 136.82' RT END SECTION 903.50 180 13 +26.62 "B" 166.59' RT BEEHIVE INLET 909.80 904.45 (E &SW) 181 13 +26.64 "B" 216.59' RT BEEHIVE INLET 908.20 905.20 (W) 182 6 +51.16 "B" 249.76' RT END SECTION 903.50 183 6 +70.39 "B" 305.01' RT BEEHIVE INLET 907.00 905.00 (W) INST. #9020152 L� J J" I 30 OF 12 RCP ® 0.80 % -\ � E i _ 914.8 914.3 914.2 _ 915.0 914.8 a_ - �' °' 91.4.$ 915.0 916.2 I � I -: N I I'Z t_ 1�I ��j I I S.,O.O'�:,_,. \�_'_ , _ - _, 9 J.m ,` - o I '`� -`t> \'. 1. ALL GRADES AT OUNDARY SHALL MEET EXISTING GRADES. J" 111.0 00,., r I I + 110 00' B �� \i - ✓- T -�+_.� �_�...ri �'...'\�. '.lam ^v.:V s'�.:s� \�:..i'...a =..� \_ate. -r _- -_ �1 - ^ 4 ,+ _ `1 n I afJnsrAF - ,;� >' 1.00q' MIN.' - 10 LAN CAPE � PH28r I i Q, I ': ' TAND�CA EA EMNT -' - - - - - - - - _ _ • •. I 177 + 2. IT SHALL BE THE RESPONSIBILITY OF EACH SUBCONTRACTOR - --�, k: s DS A EM NT , S.. . .,. ,, __ - - I - - - ' II I - -1 MI - -,\ - - - - - - TO VERIFY ALL EXISTING UTILITIES AND CONDI1IONS Existing Storm Sewer ,- -- _ Y �' - - +'< 10 DU &SE 1.70% 912.7 10 DU &S 913 8 I ' -� --.�� \. • 91 .0 :.'13.4 167 .= ('' � a, ! PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE 1 :I , - - -^,- 178 ; I i � 0 120 OF 12 - -/ 176 ^> THE SUBCONTRACTOR'S RESPONSIBILITY TO CONTA -0- - New Storm „�� ,}: G - !� tOi RCP O ° I CT THE Sewer a I 0.80% r o =~ w 1,J :' - cn _ I n= o� - -, = c,i �h�'' R J OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE I 1, i I I , , I• I 1 0 m 40 DU &SE / w� rn �- , c� LOCATION OF EACH TI =a_ - -� ' I 1 $ U LITY BEFORE WORK IS STARTED. THE `m`•'= Existing Sanitary Sewer �� Y J �_ ^ I SUBCONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR f ��w:=' rn a o I r `195' OF 10" PVC @ 0.32% i �- `c' I o '. r� �`� ` -' r 1.�Z_._.. _ _ C1 I °'�'� o o i o I I_ ED, �' �, n / THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERRORS New Sanitar Sew r ;� 'n o O, Ira " I .. o �: cv oo c FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS y e le o ,h; = �' ,N O< I - w �'\ ` `� ':�° (>� °`� ��,< STARTED OR RESUMED. i Subsurface Drain ti.. a i I rJ.. 1 t �i i t, . �� 37 38 39 o I I w I n 40 �- I- 1 + ¢ ; ° / �, c� \ 3. STANDARD SPECIFICATIONS FOR THE HAMILTON COUNTY + I T F.`F,E. =919.0 \ F�F.&=919.0 `" F.F.E. =919.0 N �" I ---I I o ° F.F.E. = 919.0 I / SURVEYOR SHALL APPLY FOR ALL STORM SEWERS. W Water Main �, ! � � _ I �' 1 \ <,�.t �`+ 0 PAD ^�_° N0 PAD " NO PAD � < I I + I NO PA 1 \`' / : 4. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES -- '"°`'o °�--- <,' /�� c�, :r. ) � ° r ( ) ( ) r I _� I �; ( ;� ) RUNNING UNDER PAVED AREAS TO BE BACKFILLED WITH Existing Contour ;. + -I- , rn , + / I °' I e ! 1 + GRANULAR MATERIAL. 00 - - - _ - / _ _ _ ' - 20 BL 20' BL .1,. , o i 20' BL C,�, °' I - - ,_0 E 000 Existing Elevation I\ ! 5. THE SIZE AND LOCATION OF EXISTING UTILITIES SHOWN ARE i 20 DU &SE I 20 DU &SE N I 0 DU &SE �� ° _ - 30' OF 1'`8" RCP ®1 05% 166 I v ! � U , 3 + r`- � PER INFORMATION PROVIDED BY THE RESPECTIVE UTILITY 000.00 New Pavement Elevations - - -'a; -I_ - - - - - 917.0 <, 95.00 / 916.4 f_'" -95.00 917.0 90.00 917.6 t 917.5 90. 0 916.6 °� COMPANIES. ALL UTILITY COMPANIES SHOULD BE NOTIFIED 000. - _ -� - - - ) ;11) + ` �; o. � - - - _ 1.. PRIOR TO ANY EXCAVATION FOR FIELD LOCATION OF 00 All Other Finish Elevations - - _ - - - - - - (O (11, - - - C SERVICES. -2-r; _ - - _ _ _ _ -- ---- - - - - -- -------- - - - - -- __ - - - - - - -- - - -- - - - -- - - _� �2.oa - ---------- - - - - -- _ _ = (000.00) Corrected Elevations �� _) �� SEC. �tINE� URPHY HALL 24; 00 PVI 0.63% _ � pVI 2_08% " PVE _ 0.9,6% SEC. LINE 175 6. SERVICE WALKS SHALL BE NON- REINFORCED CONCRETE 4" 000 __ - - 2 +84.79 23 +88 CIRCLE NORTH 23 +00 � 22 +p0 c 1 +70 2.1` 40 _ -T � 20 +20.22 _ `� ' L � � � - - �` b 21 +00 THICK AND 5 IN WIDTH. O Storm Structure Number �� - - - 916.68 0.65% " 916.13' 916.06 916.61' ° 917.4 917.43 ��;; 917.42 917.3 `_' `! 916.26' 174 3Q' OF 12 "!r-, \� UNE B� C-6 O C� - �� \ Sanitary Structure Number -..- - - - _ - - - _ - - __________________ - ______ 1. - ;;D I� > RCP @ 0.80% � �� 7. EXPANSION JOINTS ARE TO BE PLACED AT ALL WALK -____ � _______________ - - _ INTERSECTIONS AND BETWEEN WALKS AND PLATFORMS. ---- - - - - -- A �- s^ -- - - -- �' °I Flow Arrow - - - - - F I - r - - _�`' - SIDEWALK SCORES ARE TO BE EQUALLY SPACED °`�� - 916.4 ~• , 917.6 I- 917.5 - _ �`�� BETWEEN EXPANSION JOINTS, CONTRACTION JOINTS AND M.E. Meet Existi T - 917.0 PH26 165 .;- 917.0 ' ° o F ! 916 \ PERPENDICULAR TO SIDEWALKS AT 5' INTERVALS OR LESS ng Elevation I r, -' �) `' 20' ,DU &SE ' " + ''' '� \�� WITH A CONTRACTION JOINT EVERY 20' OR LESS. 20 DU &SE 297 OF 8 PVC @ 0.45, r I� /_0 DU &SE - G PH25 - - - a�,�= X20' BL PN2� I ' r' -� - \: Denotes Approximate Home ,}; I �,` ".- �, "I ;� 20 BL � I �- I 20 'BL 1t, F.F.E. =000.0 ;�. �- f,w ,� I �., ,��; I , ; , ! � � �`In ...\ \ 8. 5 CONCRETE SERVICE WALK ACROSS FRONTAGE OF EACH (NO PAD) Location and Finished Floor }Q'�I I �� a, CO ; a,l , "I II _ `� _ :i � Q, �1 0 LOT TO BE CONSTRUCTED BY OTHERS. ElevatlOnS W 3 � 35 9 34 I ", I ; � 33 "' I W f;: / ` �r ® -U'` \ 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO I a F.F.E. =919.0 F.F.E =919.0 F.F.E. =919.0 I . ' � -*- Indicates Flood Routin F F E =919 0 CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. g ..,µ ..- � _ I 1 ( 150' R /W I G `° N ( _ ,11 c� (NO AD) o o (I iO PAD) (NO PAD) , I 3 0' i N �;'' NO PAD % 'o `- \\ 10• ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE co, ® �r; ° -, I� I - ( ) p L; �C6 U_ w PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A New As h `- 1 "�^, J� {� \ , \� 0 1 - '= II .� j I , ;.. -o _; - �n rn `O I _ °. `; \ STANDARDS FOR WORKER SAFETY. p alt Pavement Section I. ; C Within The Right of Way See \ •�' + { c� 1 + + '\ N IW , , ©; !w i I I / ,)'•; I + `" 11. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. Sheet C301 For X- Section rn ( cn o ; corn I - 1 I LI wo Q' I4d ; 'o� " -1 I o 001 94' OF 2T; RCP ®0.16% New Shoulder Wltill l Imo.- �:. , I 1 30 0 30 RcP_� 61% n R i h t of Wa J I 30 �U &S - - 12. CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING See Sheet C301 For X gSection y r ° ° �` 220' OF ;21" RCP Chi 0.50/ 162 ; 1.0 % MiN. - - - \- - - - r- 1 �4, -I � I-,r, J °` o ! i �I I TO SCHEDULE A PRE - CONSTRUCTION MEETING TO REVIEW TH , L-;� , G •.r-- , I 161 4. 914.2 160 159 � E 15 VDU &SE - - X15 DU &SE - ,y,-`. _ -1 � � : -r� I ( DEPARTMENTS CONSTRUCTION REQUIREMENTS STAFF NOTIFICATION __ __ --- - - - -I- l^ - - - - -- - - -- I ,�. / / I } - : rn 915.1 ,I TS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF ` � REQUIREMEN - •. - �.:''�` 164 /J . � 914.7 _, t',. THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT Limits of 1 Surface Milling of .,- U;• _ _ _ C,. 915.2 1 95.00 95.00 913.7 114.7 i 915.2 11).00 915.0 _ - � _ AS IT RELATES TO WORK WITHIN THE EX Existin Pave ' 'x' -' T- ' - r� I (STING AND PROPOSED g I -*- - m en t and 1.5 of T- - - - - - - _ 812.9 - CITY RIGHT -OF -WAY. • 2.70% + p I , t40`p0 New Asphalt Surface + 912.5 1.00% MIN. 913.6 915.2 III ° ° r . 1 I I- \-------- �- - - -�-- - --- -- 163 r�_jr__ ' 1 <<�, , r �,. \ !_ I I -_' , , I I r 30' `OF 27" RCP 0.16% - 1 °' 1 -` 13. ALL SUBSURFACE DRAINS SHA " ti; LL BE 6 DOUBLE -WALL, SMOOTH ' 1 I I \ _ ,- f I ;� I � : � I I �' I z I + INTERIOR CORRUGATED, PERFORATED HDPE PIPE, HANCOR Hi -Q OR f f I I I •\ \ �;: / I n I I 1 _'11 EQUIVALENT. F I° 32 1 0 1 I 1 \ 1 0 !: &\ I o - o \o I 1 14. ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE SIDEWALKS OR ``" 1 l ..1� I �, f,;�, \ \ �,` I � I I �; F.F E. -91 7.7 I ASPHALT PATHS CROSS STREETS. SEE DETAIL 7/C801. -F J\ I I_ I o I r J 11, / , I I + ,)) ' I :; I o i ', (NOS _PAD) �, f - I II I II I II �� ,� r -�� • \ 0 1 o rn , 1 w W I a, I \ % / + III \ ,%,� .0 1 ,`� + , ` I ( 1 I 1 I ° ° I r / \ �, I �' 1 } I II I I I.( I I I II + 1 r {� ;' � I L I ,= m Q �'! o �' 1 Fes.. 1 I 1 \ I M I I �' r °° �~ " I II �' ( I I I II I /" I " / �. - I � I n 1 I I, a 915.1 - I �' - - _ /�1_ - f� _ - - I ',• I I I 1�.�., ,` .. �. I I 11 , -t -1i I I f ( I I I If 1 I I I_ ). 1 I • - i . .J'• .� \ '- l 915.7 _ o -� 1 -I- 1 I I �, _ \ � I _ -J,,- I 1 I I I _�� - �- - - - - - --., I T \ I f Yr; / '. ' - \` I - - - � I I r "' t o l <r ,`J f I G! \.a - / - I 1 �J, I II I I I ( I I I II Y� \-) I �� +�,� I C I I+ 1� 1 1 ��. 31 I I 11 III I I I I II - I I f r 1 \ - - - - -- 915.5 I - I , i ' / /� �� --�- - - - - - - , �� I Q F. F. E -917 9 I I ;� YCJ I , °` f1 I I 4- / ____ __ O ° / t o I 1 r �\ �= ---- - - - - ,� h O \ ��, I r��. �, // / �=- _ - - - _ _� �, I °' i NO PAD lz, I CD l�E SEQTI110N �� I , �`b �I ( +'� tX* ! LACIRE COURT �', . SEC. LINE 1 +2 .8 • PJI I ( ) a y ( 1 IR ` T�� i + °; + - - - - - -- +r•� - - -I- ��Jl. ---- + - - - -- E.P.1 +35 1 +151 +OO�i�'1 �1.0 ��h� fo IN ,z I II I I I, P 1 I I 1111 » » M - 915.18 F8� I� ; ,3 M P Y LL • I I g�. 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' / �.. 1 -° 378' OF 10" PVC © 0.32% I o -oli ;1` o� ~" --_� _-- `" o I I w® w _: I �I I I clU I N /15' DU &SE / 15' DU &SE <C -� `� �� / b . � �y ° I F. F `E. = 915.4 I i ` ° 913.1 / 150' OF 12° RCP ®/ 1.38% I 158 I 150`' OF 33" RCP 0.15% + �. / \ ` I . r c , , L6 \ cj\ \ `h - . , r 1n� 1 t^ \ + + °' (NO PAD) ,> 140.00 812.0 �, 140.00' 914.2 I �; �� O / / = - C �r I 1 �� 169 + �_ °+ 168 912.6 o; /� _ �c z,..- II ci I ;„ - - --� c�' ° �-_ _ 157 + / / \\ �� I � I o, I l,'' " 15' DU &SE `` °' 15 DU &SE \ � // \, \\ \ i ! U 912.8 9134- 1 I 1 o LWj i ° WI( o IW, ° � Ca- m o �� t�, \ \ \ \ \ 77 r s -� b\ / I _ Q p - U a '� I +Q> " N \ 11 I I II F.F.E.- 15.5 o � F.F.E. =916.7 �, 5 0 ,� ; ; ,�, , , , 11 1 4, o I I ; ` I (Nq /PAD) �� o I 1 (NO PAD) �i � � / 1/ I _ �1 + ® n ' ; I I Ln 6�/ �J• �*° +� ao w ' , \ \ ` h`� 1 a- 2 2 ` -, I / I I ' + i' + > cam, I c�i I ° �/ ,/ /� \ \ I ��\ l I O � * j/ i �n I rn / � ,�v r`� rn o i 1 o N I 20 BL �_ "' 20 BL tx �� /// +" L FFE =9158 20 Du &SEA iii _-1 � \� j% ��_\ ��\ rn 1 I + �' `' �j 20 DU &S 114 �o,. +O' MPH19 -, „ T X10 PAD a /� �� \,� G� y f I ° J� ) MPHIB 913.3 12 .00 912.6 120.00 914.1 _� o, / tit- , ^ - G I I � � � �-I �' PVI +�'� + <,� 1IOg 1 ° 0 4�"' 1PVI ;��.. 0.7- -� 2 +00 G�� L`P. 4 +0 �- \� + _ " N �I�� 1, oo > +�5 2 +65.53 2 +8a 3 +ooMONAGHAN PLACE 1 � 91 .18 ° 911.9 » » 11 \ J. • �, ; I sa, �° 912.58 ,�, (912. 1) (912.36)�p LINE E 1.86 %' � 914.0 1 1 I +; U0 ac ,.� 912.28 0 li1 1\ \ • I \ I� 913.1 914.0 ao I/ - - - -- - - - - - -- - -- - -- -- - - - - -- -- - - - - -- - - - -- _ a" �4 II1 '� ct� p 11 / "2 I 1 + � 111- I +�' \ I I \ M I� < / °' `` I , 913;3 F 120.00' 912.6 120.00' 914.1 + ,, MAT H + L1NE I � 113 , ,'.,.F`?Tt �R::f' a.�,�,f,'y.'""^^' ,..) e^'�w.F,-_�c 1 .� !7.11�TRrreI ..,,. :.a•.n'-^ -s- :�'•�c - !� / C a .�.Y. , f uv�.r3,a..a.� - ..•• . .... i� T.t.�� 11.,k r,H,*.l ' -. �.vi,..- ('...'9'i y: -i .. ci . i.. .°c' ••Fhy�., ♦ ' tigP,.. _ _ -i] / .. - - \ (� S + - .m.0 -:' a.,un e...a4a. rir� �.w- „w.h..�`r .��,:.� ..a.. .' � ... e!' r iii a" d -i:S1QJ •' F��; "" -:a-, a. .r� - �• - -. &,. / ,:h^ x"�r..�:. is ail.; rrt:;.? ;`c'nic V &.. �� E T �� F F _ ;� r III I. I �,�� \ +y SEE E C10 I a . =915.8 ° -+ , 20 BL ao `\ BL NOTE: -FOR ALL DEVELOPMENT PLAN INFORMATION SEE SHEET C101. LO 14- 'L ��' 179 155 RIP SEE '�% �D AIL +go CO U 0), + W O 6 c0 �� RO �0 400 0 �� 1 §� +6' § + o® °UV)( � � 0 p I� I I Ic r I . ¢I Ia Q I 4 °1 I I .., . �� -. y\ ,� ¢A - Yq` 1 �� V, + I � Q�`, , 11 � _ -. I I �� . tio� Q ' C ;� \Ohl `L �, ��'\ + �+ � i1 11 I �. i Qh O O�� I I �. �.. �~ + C ;� + Ip II . _ �' .. � ono I, `� /+ I 11 W II II �- .. 181 �� "� + i . 0 0 �� 1 ��\1§ .. �� + 0- . 016 + . � k rn C'�+ . + 6 [6 � K74 @ 4m 12" C + cO§ c 1111 1 . ►t • 1�� , I!I I �_ rl- ' I ° r� tr �o I I r;+ rn I I +°'� 1 I I B LU XREF: 001 BS 1 156 XREF: 5076001S I I `[�� I I 0 b� I PERIMETER ROAD IMPROV EMENTS 1 C� I I " �I "DON'T 1. WEST SIDE OF TOWNE ROAD AND NORTH SIDE OF 141ST STREET �' o g �I BLIND" I I + °' _ + �I �-�' - I _J_I rn - I 3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROAD LT IQ I = MI U of _ . I }_ M W J 1 I I 4 4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A PER INDIANA STATE LAw IS- 69 -,99,. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS. ��' C(` A I E-. 1 "s I,rn' I o I C0 II + q ,� r� ° I I o 2.08 PVI 1 (�i 'I I �- `VI li1 1\ \ • I \ I� 913.1 914.0 ao I/ - - - -- - - - - - -- - -- - -- -- - - - - -- -- - - - - -- - - - -- _ a" �4 II1 '� ct� p 11 / "2 I 1 + � 111- I +�' \ I I \ M I� < / °' `` I , 913;3 F 120.00' 912.6 120.00' 914.1 + ,, MAT H + L1NE I � 113 , ,'.,.F`?Tt �R::f' a.�,�,f,'y.'""^^' ,..) e^'�w.F,-_�c 1 .� !7.11�TRrreI ..,,. :.a•.n'-^ -s- :�'•�c - !� / C a .�.Y. , f uv�.r3,a..a.� - ..•• . .... i� T.t.�� 11.,k r,H,*.l ' -. �.vi,..- ('...'9'i y: -i .. ci . i.. .°c' ••Fhy�., ♦ ' tigP,.. _ _ -i] / .. - - \ (� S + - .m.0 -:' a.,un e...a4a. rir� �.w- „w.h..�`r .��,:.� ..a.. .' � ... e!' r iii a" d -i:S1QJ •' F��; "" -:a-, a. .r� - �• - -. &,. / ,:h^ x"�r..�:. is ail.; rrt:;.? ;`c'nic V &.. �� E T �� F F _ ;� r III I. I �,�� \ +y SEE E C10 I a . =915.8 ° -+ , 20 BL ao `\ BL NOTE: -FOR ALL DEVELOPMENT PLAN INFORMATION SEE SHEET C101. LO 14- 'L ��' 179 155 RIP SEE '�% �D AIL +go CO U 0), + W O 6 c0 �� RO �0 400 0 �� 1 §� +6' § + o® °UV)( � � 0 p I� I I Ic r I . ¢I Ia Q I 4 °1 I I .., . �� -. y\ ,� ¢A - Yq` 1 �� V, + I � Q�`, , 11 � _ -. I I �� . tio� Q ' C ;� \Ohl `L �, ��'\ + �+ � i1 11 I �. i Qh O O�� I I �. �.. �~ + C ;� + Ip II . _ �' .. � ono I, `� /+ I 11 W II II �- .. 181 �� "� + i . 0 0 �� 1 ��\1§ .. �� + 0- . 016 + . � k rn C'�+ . + 6 [6 � K74 @ 4m 12" C + cO§ c 1111 1 . ►t • 1�� , I!I I I Il o^ I I I I I I I I .,, I qo1 -, I I I I I I DEVELOPMENT PLAN I +QI� T�� XREF: 001 BS 4 XREF: 001 -TABS XREF: 5076001S SHEET NO.: I I `[�� PERIMETER ROAD IMPROV EMENTS Homer MO�r sA s "DON'T 1. WEST SIDE OF TOWNE ROAD AND NORTH SIDE OF 141ST STREET DIG o SHALL BE WIDENED TO 15' MEASURED FROM THE CENTERLINE BLIND" OF THE EXISTING PAVEMENT TO THE EDGE OF PAVEMENT. SEE X- SECTION ON P801, _ 2. A 3' WIDE STONE SHOULDER WITH 6" SSD UNDER SHOULDER IS �-�' - - REQUIRED IN ADDITION TO THE PAVEMENT WIDENING. I 3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROAD LT W AND 141ST STREET WITHIN THE LIMITS OF THE SITE. SURFACE WO THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG U MILL EXISTING PAVEMENT 1" FORC ENTIRE ROAD WAY WIDTH FROM 1 -800- 382 -854 = PROPERTY LINE TO PROPERTY LINE. CALL TOLL FREE 4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A PER INDIANA STATE LAw IS- 69 -,99,. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS. OC TIO NSFRVI�F 'rwn (?NDWR�omr, D C(` A I E-. 1 "s I,rn' DAYS BEFORE COMMENCING WORK. v v n L_L. 1 - o V 7I■ p - °cn�°,= M �„z °�z W Q N � W W > J w w � 3cD > .8P- o � � �Z�ocn ILU .< cn° mo WwM=�- op°�'o' n¢o�a z w a- � _W..1 (n x v,¢Zxo p � W o W N� °¢Q o ¢ w cn w.< � W w 0 _- o�oDoNWC o En� }Zo � N � C P- �wz 0 � Ss p � � w � p o W° � o M p ° a- Z �¢ °- LO 10 o � " CO " Q° ° wCL w __: CSI \\,,,.�GORi CRps�,,/ ,..��GISTER�O � No. 920350 = ��0 STATE OF %,S�oNA� E.��' DATE: 09/22/055r,•_"'� THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01 /05 U DRAWN BY: CHECKED BY: PRC JCC ►>,i DEVELOPMENT PLAN ,- - R: \5K \5076 \001 \DWGS \C101 XREF: 001 BS 4 XREF: 001 -TABS XREF: 5076001S SHEET NO.: a'' � r-'I o � �E-� ,._, o z �z �� I+ P4 rs7 O = W d U U C D = w Q E-+ w DATE: PROJECT NO.: 07/01 /05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: DEVELOPMENT PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C101 XREF: 001 BS XREF: 0028S XREF: 001 -TABS XREF: 5076001S SHEET NO.: . . . . . . . . . . . . . :r ............ + MATQ.H' LINE 11 1 1 ... ....... .............. . ....... .......... LL . . . . . . . . . . . . . . . . . . 3u 1 -BEEH VE_JNLL I ................ C> ........ ......... 906.2 . . . . . . . . . . . C . . . . . . . . . . . . . . . . . I . . . . . . . .......... + V) ....... ... PROTECTION + + .... ....... .. ........... ..... 1.6 ........... .......... ... ... ... . ..... ......... .. ..... . ... ..... ......... ..... ............... ........ ....... ..... . ........... ........ ...... .... r. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /� . . . . . . . - ... �x . . . . . . . . . . ir + . . . . . . . . . . . . . . . . . . . . . . ... . . . . . E . I il I I 1 .1 .4 FUTURE,,,�SECTION 4.. .... ... . ..... . .......... ....................... ....... ... PHY HALL MUR + + . . . . . . . . . . -7- \U .. . . . . . . . . F- . . . . . . . . . . RARY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 73 DIVE ION SWAL ..... ..... ...... ........ ....... . ....... N .......... ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , igipilm . ........... ............ ... ...................... SEDIMENT BASIN .... ...... + Eli= ... ....... ........... ...... ...... ....... . ............ ......................... ....... PROTECTION OU-TLET #2 llv\j.,� V 11 .. .......... .............. + .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . % . . . . . . . . . . . . . . . . ....... (TYP.) INSTALL AFTER S ...... C M QN-"- A R- EX + ..... ......... ............... ...... ............... ........................ .... -tit) ........ .................... _L_ Z-g-.g- 0 _Q_Q_P > T/Eb ............................... ....... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . CON STRU CTI ON�D STAGI N G AREA. L.Li FI- . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OF AREA ...................... ....... ...... .. .. . + ...... ................ ... LOCATION OR RELOCAt ............... + --CON T R-A C TO R+ TO D E TE M I N E F1 N AL-.-,)\* + + ............. .............. . ...... . ... CN -R- C09CRETE �R OCR\ E S S E S. AS CONSTRUCTION/ .... ...... ... ............ ................ U? .............. . .. \k*.*.1 I I * , , ... .... ........ ......... ................ (Cmi) > CONTRACTOR TO DET RMI AL . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . t 'LOC �1 ION .......... .......... LOCATION 0 R f,?E .................. . . . . . . . . . . . . . . D AS ONSTRUTION ROGR ................ ..... ........ / ............ ................ ........................ LLJ qw . . . . . . . . . . . . . . . . . C LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . + LLJ . . . . . . . . . . . . . . . . . F— . . . . . . . . . . . C� . . . . . . . . . . . . - . . . . . I . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . + L . . . . . . . . . . . -- -- — — — — — — — -- — + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 909,11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... ... 12 C�RL6_W RIJ ........... .......... ........ ... ............................. . ............ r ............ ............ /LINE ............. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ . ............ .......... .............. ............. ..... ....... ....... + . .......... .. ... ......... .......... ....... ....... ........... ...... , * ...... * , , .: ............ ............. ... .............. + CD ............ ............... ...... ----------- It 0 C .......... ............ . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .............. .... ..... Ld 20.... ..... .. ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . 7 ...... ........... .... . ...... .... . ................... .......... ..... ...... ............... . ........... ....... .... NT BASIN 1 .......... ....... I Uj . . . . . . . .. . . . . . . . . . . . . . . . . . . c7c . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . !.�* . . . . . . . . . . . . . . . . . EXUA VA It. ]Uyc�'X 2UU tlA�IN . . . . . . . . . . . . . .. ... . . . . . . . . . TO ELEVATION 906.5 PRIOR LLJ . . . . . . . . . . . 7T ............ ..... ....... . .......... . . . . . . . . . . . . . . . . . . ...... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . .. . . . . . . . TO OTHER MASS EARTHWORK. . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . INLET ... . . . . . . . . . USE MATERIAL TO BUILD C . . . . . . . . . . . . TEMPORARY MOUND. ....... LLJ .......... ROTECTIO N C/) ............ + + ........... ....... ....... ....... %% .. ....... .... ........... ...... 6? ... ........ ........ A R .0 EA (TY .............. .............. 0 ...... ................ .......... a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . +. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + —J+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... ................. ............... �,< LAKE #1 + 5 .%\ .../ ............ ...... ................ _�s , -L I ......... .......... .............. L LLJ % .................. r ........... + I ......... ........... ............. . . . . . . . . . . . . . . . . . . NORMAL POOL ELEV=903.50 C6 . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ...... LL-I ....... ... .. tA L 4 ��i T RJLI� ....... ....... ...... ..... ...... + (D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -, I E .......................... .. ............. I .......... + �b. . . . . . . . . . . . . // j . , evo . . . . . . . . . ... . . . pow . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . \ Qj\ 7\11 + "i % Z. — — — — — — z Al T, MU0HY HALL CIRCLE Wt�T + Z' LINE — — — — — — — — — — — — — — `7` __zL_ J6 x� 4 % �6. % + r % Q t 7 *.- - , . V - " %, L . -6 t CO M : Q .,AH%, -A..-'--A t.. + %; Lj �d Z % A- N N K r W-D X "4\ "M -N, -X X, %: Vt % C K N N. % , , N7 )V C 'T 51 _3 r7_ C� % rj L Q 0 0 0 c6o ..f. �6 Z IN-1 C. . . . . ... ..... ......... ----------- V11 - JOE , ....... /I .... ........... ....... ............... ....... .......... ...... .. ...... ........... 7�P ... .. ..... ........... F. . ............. + Man + 'Mom + + -V EET L R :_7 L_— MAG NAIL FOUND r�x 77,-P__ _�77_ STRUMON\ Z 0.3' EAST + LIMITS + + + +C� I I .. M11 I I BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE, THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT 'Y', N. BONNET BOLT, FIRE HYDRANT 4.0 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT 'Y', S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT 'Y', N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT 'Y', S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT 11 . 1 `111 1 11 HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET ho 14% r- Ww =L—r %,-ftm MIN &M K. A SEE SEQUENCING NOTES ,SHEET C104 NOTE: FOR EROSION CONTROL DETAILS ,SEE SHEETS C804. I HOLEY MOLEY SAYS DON'T DIG BLINDIn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-55" CALLTOLL FREE PER INDIANA STATE LAW IS-69-1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIF�YING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1 it =50' Uj Cl M C'� C� < LU z:> C5 Llj:z tn fn of LO CD CD C1 C-4 ��Jjjll I III//,, \\"'90 URO \j x N o. Z_ 920350 -;0— STATE OF DlAtA�' '//�,/UIVAL DATE: 09/2205 THIS DRAWING AND THE IDEACDESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTEI I ECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP.(2005)l Aft THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216-1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Environmental Engineering Geotechnicol Services ISIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORMWATER POLLUTION PREVEMNTION PLAN DRAWING FILES: R: \5K\5076\001 \DWGS\Cl 03 XREF. 0018S XREF: 001ERO XREF- 002BS XREF. 5076001 S SHEET NO.: n(03 C:) E4 P4 E4 M DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORMWATER POLLUTION PREVEMNTION PLAN DRAWING FILES: R: \5K\5076\001 \DWGS\Cl 03 XREF. 0018S XREF: 001ERO XREF- 002BS XREF. 5076001 S SHEET NO.: n(03 + + r \\ THOMAS//P. MURPHY \ INST. #9020152 + CONSTRUCTJ'ON LIMITS THOMAS P. 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': -. . • :I - I 1 '� -`• I , •,' car ,••'J• .... .. .. .. .',:W .. ... •� ............................. .... ''� ... ..... �f::. I I :. �-' �' � 'y •I:. .. � \ /'i SEDIMENT BASIN .....�f . .. �. ..... ....� ..................... ...... .. I ... ..... . BEEHIVE INLET .• l ::........... +..'.'.'.'. :4 .... ° _ • �/ /a\ / /// �� / / c` ,. .� . '� . �� ^'c�,\ .'1 .'1,:. .D T) ?��,'. . . . . . . . . .. . . . ��. , i• ;•'• . -- -- 11. : . it N I in O�'� + + HOLEY MOLEY SAYS ! DON'T DIG BLIND CC� - I "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 - 5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. ASSUMED NORTH (� \ TH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE • 1 "- 5 0' DAYS BEFORE COMMENCING WORK. • 0- ImIll 04 OAF COMM 76 Nm mw 041,11111 BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT 1) X", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT t _ 12 04 � I HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET + NOTE: FOR EROSION CONTROL DETAILS SEE SHEETS C804. + SITE SPECIFIC CONSTRUCTION SEQUENCING FOR STORMWATER POLLUTION PREVENTION The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt frcm the areas that are disturbed to prevent silt from leaving the site. \° For this reason, the following sequencing should be followed as much as possible. PRECONSTRUCTION ACTIVITIES 1. Call Indiana Underground Plant Protection Systems, Inc. at 6.00 5076.001 5 1- 800 - 382 -5544 to check locations of o� existing utilities. They should be contacted 2 working days before q1° construction takes place. + 2. Establish construction staging area for vehicles in area indicated on 1� sheet C103. Spill prevention plan and emergacy responce numbers are XREF: 001BS to be posted in this location. 3. Establish onsite location for owner /operator /contractor placement of SHEET NO.: approved plans, Rule 5 NOI and Rule 5 inspection documentation. 4. Install temporary stone access drives. 5. Install inlet protection on existing beehive inlets and curb inlets as ;F-• . { r Establish concrete washout area prior to any concrete work on the site. 7. A N ._ 0 w ESTABLISH t: II.- Q 8. • m connecting into it. I•-LJ Construct Sediment Basin #2 and remaining diversion swales. ,•S�r•1 a Of CONSTRUCTION ACTIVITIES x• ti 11. Begin fine grading and seeding of pods and swales as soon as possible. W n Rule 5 requires that disturbed areas that will be idle for more than 15 U w r o�,° w LLJ 12. w • - + � 13 . Install storm sewers. All rip rap, beehive and curb inlet shall qo oq- q. J 14. Fine grade and seed rear yards disturbed by storm sewer construction. L. Remove sediment basin outlet #1 once Lake #1 is built and fine grade and stablize Spillway and Lake Bank Area. q° Remove sediment basin outlet #2 once Lake #1 is built and fine grade + + and stablize Spillway and Lake Bank Area. POST CONSTRUCTION ACTIVITIES i Inspect and maintain all erosion control measures as detailed on Sheets W C804 and C805 in the erosion control measures and maintenance LU 18. Fax required periodic inspection reports to Hamilton County Soil and ° + Water Conservation District weekly or as needed for storm events. 19. ,• LLJ �i , ` enter the lakes or storm sewer system. _ O�'� + + HOLEY MOLEY SAYS ! DON'T DIG BLIND CC� - I "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 - 5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. ASSUMED NORTH (� \ TH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE • 1 "- 5 0' DAYS BEFORE COMMENCING WORK. • 0- ImIll 04 OAF COMM 76 Nm mw 041,11111 BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT 1) X", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT t _ 12 04 � I HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET + NOTE: FOR EROSION CONTROL DETAILS SEE SHEETS C804. + SITE SPECIFIC CONSTRUCTION SEQUENCING FOR STORMWATER POLLUTION PREVENTION The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt frcm the areas that are disturbed to prevent silt from leaving the site. \° For this reason, the following sequencing should be followed as much as possible. PRECONSTRUCTION ACTIVITIES 1. Call Indiana Underground Plant Protection Systems, Inc. at 6.00 5076.001 5 1- 800 - 382 -5544 to check locations of o� existing utilities. They should be contacted 2 working days before q1° construction takes place. + 2. Establish construction staging area for vehicles in area indicated on 1� sheet C103. Spill prevention plan and emergacy responce numbers are XREF: 001BS to be posted in this location. 3. Establish onsite location for owner /operator /contractor placement of SHEET NO.: approved plans, Rule 5 NOI and Rule 5 inspection documentation. 4. Install temporary stone access drives. 5. Install inlet protection on existing beehive inlets and curb inlets as + qoq' indicated on plans. r Establish concrete washout area prior to any concrete work on the site. 7. A N ._ 0 w ESTABLISH t: II.- Q 8. • m connecting into it. + 9. Construct Sediment Basin #2 and remaining diversion swales. ,•S�r•1 a Of CONSTRUCTION ACTIVITIES --J ¢ 10. ¢ Strip, excavate and fill mass earthwork from Lakes. 11. Begin fine grading and seeding of pods and swales as soon as possible. W n Rule 5 requires that disturbed areas that will be idle for more than 15 U days be stabilized immediately. r o�,° w LLJ 12. Fine grade, seed and install matting for lake banks. - + � 13 . Install storm sewers. All rip rap, beehive and curb inlet shall F- 0 be installed as each storm sewer inlet is installed. J 14. Fine grade and seed rear yards disturbed by storm sewer construction. -U 15. Remove sediment basin outlet #1 once Lake #1 is built and fine grade and stablize Spillway and Lake Bank Area. 16. Remove sediment basin outlet #2 once Lake #1 is built and fine grade + + and stablize Spillway and Lake Bank Area. POST CONSTRUCTION ACTIVITIES i Inspect and maintain all erosion control measures as detailed on Sheets W C804 and C805 in the erosion control measures and maintenance requirements beginning immediately after installation. 18. Fax required periodic inspection reports to Hamilton County Soil and ° + Water Conservation District weekly or as needed for storm events. O�'� + + HOLEY MOLEY SAYS ! DON'T DIG BLIND CC� - I "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 - 5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. ASSUMED NORTH (� \ TH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE • 1 "- 5 0' DAYS BEFORE COMMENCING WORK. • 0- ImIll 04 OAF COMM 76 Nm mw 041,11111 BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT 1) X", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT t _ 12 04 � I HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET + NOTE: FOR EROSION CONTROL DETAILS SEE SHEETS C804. + SITE SPECIFIC CONSTRUCTION SEQUENCING FOR STORMWATER POLLUTION PREVENTION The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt frcm the areas that are disturbed to prevent silt from leaving the site. \° For this reason, the following sequencing should be followed as much as possible. PRECONSTRUCTION ACTIVITIES 1. Call Indiana Underground Plant Protection Systems, Inc. at 6.00 5076.001 5 1- 800 - 382 -5544 to check locations of o� existing utilities. They should be contacted 2 working days before q1° construction takes place. + 2. Establish construction staging area for vehicles in area indicated on 1� sheet C103. Spill prevention plan and emergacy responce numbers are XREF: 001BS to be posted in this location. 3. Establish onsite location for owner /operator /contractor placement of SHEET NO.: approved plans, Rule 5 NOI and Rule 5 inspection documentation. 4. Install temporary stone access drives. 5. Install inlet protection on existing beehive inlets and curb inlets as + qoq' indicated on plans. r Establish concrete washout area prior to any concrete work on the site. 7. A N ._ 0 w ESTABLISH •'1 II.- Q 8. � O�'� + + HOLEY MOLEY SAYS ! DON'T DIG BLIND CC� - I "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 - 5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. ASSUMED NORTH (� \ TH IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE • 1 "- 5 0' DAYS BEFORE COMMENCING WORK. • 0- ImIll 04 OAF COMM 76 Nm mw 041,11111 BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT 1) X", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT t _ 12 04 � I HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET + NOTE: FOR EROSION CONTROL DETAILS SEE SHEETS C804. + SITE SPECIFIC CONSTRUCTION SEQUENCING FOR STORMWATER POLLUTION PREVENTION The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt frcm the areas that are disturbed to prevent silt from leaving the site. \° For this reason, the following sequencing should be followed as much as possible. PRECONSTRUCTION ACTIVITIES 1. Call Indiana Underground Plant Protection Systems, Inc. at 6.00 5076.001 5 1- 800 - 382 -5544 to check locations of o� existing utilities. They should be contacted 2 working days before q1° construction takes place. + 2. Establish construction staging area for vehicles in area indicated on 1� sheet C103. Spill prevention plan and emergacy responce numbers are XREF: 001BS to be posted in this location. 3. Establish onsite location for owner /operator /contractor placement of SHEET NO.: approved plans, Rule 5 NOI and Rule 5 inspection documentation. 4. Install temporary stone access drives. 5. Install inlet protection on existing beehive inlets and curb inlets as + qoq' indicated on plans. + 6. Establish concrete washout area prior to any concrete work on the site. 7. Install silt fences N 0 w ESTABLISH SILT BASINS II.- Q 8. Construct Sediment Basin #1 and temporary diversion swales m connecting into it. + 9. Construct Sediment Basin #2 and remaining diversion swales. ,•S�r•1 a Of CONSTRUCTION ACTIVITIES --J ¢ 10. ¢ Strip, excavate and fill mass earthwork from Lakes. 11. Begin fine grading and seeding of pods and swales as soon as possible. W n Rule 5 requires that disturbed areas that will be idle for more than 15 U days be stabilized immediately. r o�,° w LLJ 12. Fine grade, seed and install matting for lake banks. - + � 13 . Install storm sewers. All rip rap, beehive and curb inlet shall F- 0 be installed as each storm sewer inlet is installed. J 14. Fine grade and seed rear yards disturbed by storm sewer construction. -U 15. Remove sediment basin outlet #1 once Lake #1 is built and fine grade and stablize Spillway and Lake Bank Area. 16. Remove sediment basin outlet #2 once Lake #1 is built and fine grade + + and stablize Spillway and Lake Bank Area. POST CONSTRUCTION ACTIVITIES 17. Inspect and maintain all erosion control measures as detailed on Sheets W C804 and C805 in the erosion control measures and maintenance requirements beginning immediately after installation. 18. Fax required periodic inspection reports to Hamilton County Soil and ° + Water Conservation District weekly or as needed for storm events. 19. Remove individual inlet protection and straw bale dams only after seeding is established in each basin to the point where silt will not ` enter the lakes or storm sewer system. N W H 0 Z Q M Z W 0 W 0 z 0 U 3 w o> �Z �Q J J zN p 5 p W Q � Liz to O N � N 000 S � W � � cr: N ��91 CRQS6'''% ,.... �\STER �' •� �No' 920350 -;0O STATE OF ' /ONAL ��/ ►111111�� DATE: 09/22/05 THIS DRAWING AND THE IDEA,!• DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT 7 O1 O5 / / 6.00 5076.001 5 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORMWA TER POLLUTION PREVENTION PLAN 1� R: \5K \5076 \001 \DWGS \C103 XREF: 001BS XREF: 001ERO XREF: 002BS XREF: 5076001S SHEET NO.: Q O N O z wz ^ T \ ,•S�r•1 Q W DATE: PROJECT 7 O1 O5 / / 6.00 5076.001 5 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORMWA TER POLLUTION PREVENTION PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C103 XREF: 001BS XREF: 001ERO XREF: 002BS XREF: 5076001S SHEET NO.: Q 1 935 925 tiYdi; 905 PROP 1+ L/CI 1 +0C C/') cn rn r� LOW POINT ELEV = 912.93 LOW POINT STA = 1 +51.76 EPlfo 11 IM4 I N C P4 HOLE EY SAYS \ \ \ \ \ \\ 111111, Y MOL I \ \\ 1 << \ � \ \\ � 1111 DON'T _ I DIG BLIND" - - -- - - - -- -- -- ----- - - - - -- F --- - - - - -- - - - - -- CL CL PC \ j- T 6 +00 MURPHY HALL CIRCLE WEST7 +00 7+3Q.62,7+41. / 81 SEC. LINE /PT t I I / 5 +50.62 - » » +( 7 +81.71 _ o \ \ \ � 5 t v, \ \\ \ \ \ 5z }5 --LINE C of �- ; �� \ �� \\ 7�_ � ---9ea --909- cri I IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. r I I - _ - - - \ IT IS AGAINST THE LAW TO EXCAVATE I + ; \ \ - \ WITHOUT NOTIFYING THE UNDERGROUND o I I \ I 11 \ 1 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 3 0 % l - - - - --- 1 I I 50 R /W I I I r 50' RIW I � \ r Wes, IM o, _Tr 3C I r I N - -- I \ l w CD CA J, l FUTURE t =I I I \ MURPHY HALL . CD I I \ I I ► S E CTION 2 i ail I it I I I , I ► I ,/ +o IM,� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN INPARENTHESIS) ARE CORRECTED ELEVATIONS. CURVE DATA TABLE PVI STA = 1 +56.29 LENGTH PVI ELEV = 912.63 CHORD A.D. = 5.08 DELTA K = 9.84 703.34' 455.00' 50.00' VC N43 °49'44 "E 88 °34'05" C -2 N rn N 678.82' N44 032'41 "E r� CIO r� 505.00' 706.75' rn 88 °48'49" C -4 196.35' 125.00' 176.78' S45 °27'1 9 "E 90 000'00" W &i W U 150.00' M m W 90 000'00" EPlfo 11 IM4 I N C P4 HOLE EY SAYS \ \ \ \ \ \\ 111111, Y MOL I \ \\ 1 << \ � \ \\ � 1111 DON'T _ I DIG BLIND" - - -- - - - -- -- -- ----- - - - - -- F --- - - - - -- - - - - -- CL CL PC \ j- T 6 +00 MURPHY HALL CIRCLE WEST7 +00 7+3Q.62,7+41. / 81 SEC. LINE /PT t I I / 5 +50.62 - » » +( 7 +81.71 _ o \ \ \ � 5 t v, \ \\ \ \ \ 5z }5 --LINE C of �- ; �� \ �� \\ 7�_ � ---9ea --909- cri I IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-382-5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. r I I - _ - - - \ IT IS AGAINST THE LAW TO EXCAVATE I + ; \ \ - \ WITHOUT NOTIFYING THE UNDERGROUND o I I \ I 11 \ 1 LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 3 0 % l - - - - --- 1 I I 50 R /W I I I r 50' RIW I � \ r Wes, IM o, _Tr 3C I r I N - -- I \ l w CD CA J, l FUTURE t =I I I \ MURPHY HALL . CD I I \ I I ► S E CTION 2 i ail I it I I I , I ► I ,/ +o IM,� 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN INPARENTHESIS) ARE CORRECTED ELEVATIONS. CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 703.34' 455.00' 635.38' N43 °49'44 "E 88 °34'05" C -2 753.98' 480.00' 678.82' N44 032'41 "E 90 °00'00" C -3 782.80' 505.00' 706.75' N43 057'06 "E 88 °48'49" C -4 196.35' 125.00' 176.78' S45 °27'1 9 "E 90 000'00" C -5 235.62' 150.00' 212.13' S45027'1 9"E 90 000'00" C -6 274.89' 175.00' 247.49' S45 °27'1 9 "E 90 °00'00" C -7 39.89' 300.00' 39.86' S03 °21'1 5 "W 7 °37'08" C -8 43.22' 325.00' 43.18' S03'21'1 5"W 7 037'08" C -9 196.35' 125.00' 176.78' N44 °32'41 "E 90 000'00" C -10 235.62' 150.00' 212.13' N44 °32'41 "E 90 000'00" C -11 265.13' 175.00' 240.49' N42 °56'49 "E 86 °48'16" i t ► I I M / I / M, Ij 1 - -- -- ' -1W \ -- - - - - -- -- - - - - -- -- - - - - -- ----- - - - - -- - - -- ----- - - - - -- i I I I / - --- -- -- -- C STL AR BOULEVARD o 613.58 I; I i L.P. � CL /CL -� � IE 1 +51.76 ~- A -H P' 0 3 +00 - V1= +4 + _ + 6 +00 5 -+ I +83.58 o P +7 o + � o ter, 1-- I� LINE "A » � � �� I _ - -- �--- - - - --� �-- - - - - -- _ = I _______ � r I I -�- --- - - - - -- -- - - - - -- - ±cl I I r I HIGH POINT ELEV = 915.70 HIGH POINT STA = 2 +83.58 PVI STA = 2 +83.58 PVI ELEV = 916.45 A.D. _ -6.00 K = 16.67 100.00' VC PVI STA = 3 +75 PVI ELEV = 913.70 A.D. = 2.36 K = 21.15 50.00' VC 00 L0 r7 rn O Ln r7 Lr) + + t.,-) �- j j trJ U W Wm CD N 900 Lq tb I O U J a_ 895 t w \ t , l � N + � Q7 II II I ~ W� +n J w NN - f N c 00 I ___i C801 1,3 Street Cross Section Details C801 Ln Concrete Sidewalk Detail U W U 7 Sidewalk Ramp For Hondicapped Detail W W - - �- ) o C801 9 +I 0.72% C302 Intersection and Cul -de -sac Details --- -- - - -- - - - -- oY - - -- o ------ - - - - -- - -- -- �- 00 All Streets to be 30' in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. p> - - - - - - - --- U CD -- U N N r� z d- t� O - f� N a_ O -H _ > � 0) •- O C-4 a0 z_ W U C) O C"j z N 900 Lq tb I O U J a_ 895 t w \ t , l � N + � Q7 II II I ~ W� +n J w NN - f STREET PLAN LOW POINT ELEV = 913.24 LOW POINT STA = 2 +56.21 PVI STA = 2 +30 PVI ELEV = 912.99 A.D. = 2.73 K = 36.59 -- -- � OO.O_o'_ ` C - -- -- O N c 00 I ___i C801 1,3 Street Cross Section Details C801 Ln Concrete Sidewalk Detail U W U 7 Sidewalk Ramp For Hondicapped Detail W W 10,12 Curb Detail rT� C801 9 Pipe Underdrain Detail 0.72% C302 Intersection and Cul -de -sac Details --- -- - - -- - - - -- - - - -- -- ------ - - - - -- - -- -- �- 00 All Streets to be 30' in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. - - - - - - - --- - - - - -- -- U � N 00 - try d- t� - f� N w Q •- O C-4 \ W O + � ± LO U� z O LO N U N a_ rn a_ CD o Cl- o -H O �_� N M rn O I� N cfl PO co c0 o0 d- O 00 LO rn �n r� N r7 Ca t - cfl d- d- cU t rn �_ r7 co d- � I ri N - rrJ rr] - r- `- i f7 r7 M r7 O� r7 r7 O rr7 r7 r n O O C7� O CTS Q M M � � � O Q� CD 2 +50 3 +00 3 +50 N O 4 +00 4 +50 5 +00 5 +50 6 +00 1 +50 2 +00 STREET PLAN LOW POINT ELEV = 913.24 LOW POINT STA = 2 +56.21 PVI STA = 2 +30 PVI ELEV = 912.99 A.D. = 2.73 K = 36.59 -- -- � OO.O_o'_ ` C - -- -- O N c Description ___i C801 1,3 Street Cross Section Details C801 Ln Concrete Sidewalk Detail U W U 7 Sidewalk Ramp For Hondicapped Detail W W SCALE: 1 " =50' MIPIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. �._u _ __ Sheet Detail Number Description ___i C801 1,3 Street Cross Section Details C801 8 Concrete Sidewalk Detail C801 7 Sidewalk Ramp For Hondicapped Detail - -- C801 10,12 Curb Detail rT� C801 9 Pipe Underdrain Detail 0.72% C302 Intersection and Cul -de -sac Details --- -- - - -- - - - -- - - - -- -- ------ - - - - -- - -- -- Q All Streets to be 30' in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. SCALE: 1 " =50' MIPIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. �._u _ __ ___ _ _ __ __.__ __I__� ___i __ _ 0.70% -- - -- - 0.65% -1.00% N r7 0.72% --- -- - - -- - - - -- - - - -- -- ------ - - - - -- - -- -- Q - - - - - - - --- - - - - -- U � N d- t� w Q W O z LO N CD o Cl- o -H O > o > v CD -- -- - - - -- -- -- �- -- - - - -- - - - -- - - - -- -- 00 r� O C3� H OR Z.: 1"=50' STREET PROFILE SCALE:- » - VER T.: 1 =51 Existing Grade New Grade z 0 U 0 Q 0 wI- 5 V) z 'lr rn LLJ J Cl- F- w¢ �- r- oQ z� o= U U oEn oM �� o 8 N =Do 0 O o a- CL LLI >oo N0. 9 o STATE OF '''�ss��NAL E��``• DATE: 09/22/05 THIS DRAWING AND THE IDE DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT of THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z - N r7 O O (� Z Z W Q U � U d- t� w Q W O N O r� O C3� CD N N O U 00 � W +� NO +� r7� 4- d O +LO LO Ln +rte Lno +N I\�} J J �N U� j >� F-� > UI U W J J a_ CL rn Cn 0 00 cfl cfl r r? n N rn N Ln r- cD f� � �t O O Ln o a0 cD Ln O Ln n � OO r� O � N oo r7 co d- to t� N D7 o CN 00 rn N r- O CD t` cp r0 ro ff') r) N 07 O CD cT Cn M O O O O O O O O O O Q7 O 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 H OR Z.: 1"=50' STREET PROFILE SCALE:- » - VER T.: 1 =51 Existing Grade New Grade z 0 U 0 Q 0 wI- 5 V) z 'lr rn LLJ J Cl- F- w¢ �- r- oQ z� o= U U oEn oM �� o 8 N =Do 0 O o a- CL LLI >oo N0. 9 o STATE OF '''�ss��NAL E��``• DATE: 09/22/05 THIS DRAWING AND THE IDE DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT of THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering SHEET NO.: (C2(Gn z O O (� Z Z W Q U � U t� w Q W SHEET NO.: (C2(Gn CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 703.34' 455.00' 635.38' N43 °49'44 "E 88 034'05" C -2 753.98' 480.00' 678.82' N4.4 °32'41 "E 90 000'00" C -3 782.80' 505.00' 706.75' N43 °57'06 "E 88 °48'49" C -4 196.35' 125.00' 176.78' S45'27'1 9"E 90 °00'00" C -5 235.62' 150.00' 212.13' S45 °27'1 9 "E 90 °00'00" C -6 274.89' 175.00' 247.49' S45'27'1 9 "E 90 °00'00" C -7 39.89' 300.00' 39.86' S03'21'1 5"W 7 °37'08" C -8 43.22' 325.00' 43.18' S03 °21'1 5 "W 7 037'08" C -9 196.35' 125.00' 176.78' N44 032'41 "E 80°00'00' C -10 235.62' 150.00' 212.13' N44`32'41 "E 90 000'00" C -11 265.13' 175.00' 240.49' N42 °5649 "E 86 048'16" No. 920350.: ?� STATE OF S70NAL '11/11111110 DATE: 09/22/05 THIS DRAWING AND THE IDEA6/ , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Sheet Detail Number Description DRAWN BY: C801 1,3 Street Cross Section Details SHEET TITLE: C801 8 Concrete Sidewalk Detail XREF: R:\5K\5076\001\DWGS\001BS C801 1 7 Sidewalk Ramp For Handicapped Detail C801 110,12 Curb Detail rTl C801 9 Pipe Underdrain Detail C302 Intersection and Cul -de -sac Details Q z Z W Q z All Streets to be 30' in width unless otherwise noted. ® All Rights -of -way to be 50' in width unless otherwise noted. No. 920350.: ?� STATE OF S70NAL '11/11111110 DATE: 09/22/05 THIS DRAWING AND THE IDEA6/ , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 P ..4 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C201 XREF: R: \5K \5076 \001 \DWGS \STREET XREF: R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C2(G O Q Q z Z W Q z Q W Q E...r CQ W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C201 XREF: R: \5K \5076 \001 \DWGS \STREET XREF: R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C2(G ) L ) J J J n J 3 ) / FUTURE �\Q -�, , // \ MURPHY HALL SECTION 2 0 A 61 A0 'z ,Q qc A \ / 935 930 925 920 915 910 905 / s SpC x �4.9 STREET PLAN / 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO / APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL \ UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. / 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN INPARENTHESiS) ARE CORRECTED ELEVATIONS. CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 703.34' 455.00' 635.38' N43 °49'44 "E 88 °34'05" C -2 753.98' 480.00' 678.82' N44 °32'411 90 000'00" C -3 782.80' 505.00' 706.75' N43 °57'06 "E 88 °48'49" C -4 196.35' 125.00' 176.78' S45027'1 9"E 90 000'00" C -5 235.62' 150.00' 212.13' S45027'1 9"E 90 000'00" C -6 274.89' 175.00' 247.49' S45027'1 TE 90 °00'00" C -7 39.89' 300.00' 39.86' S03 °21'1 5 "W 7 037'08" C -8 43.22' 325.00' 43.18' S03 °21'1 5 "W 7 037'08" C -9 196.35' 125.00 176.78' 1144 °3241 "E 90 000'00" C -10 235.62' 150.00' 212.13' N44 °3241 "Ej 0 °00'00" C -11 265.13' 175.00' 240.49' N42 °56' 49 "E 86 °48'16" HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. '08( 1.23% -0J47 -0.65% 064% -0.719 I I Sheet Detail Number Description C801 1,3 Street Cross Section Details C801 8 Concrete Sidewalk Detail C801 7 Sidewalk Ramp For Handicapped Detail C801 10,12 Curb Detail C801 9 Pipe Underdrain Detail C302 Intersection and Cul -de -sac Details >o ® All Streets to be 30' in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. '08( 1.23% -0J47 -0.65% 064% -0.719 I I MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, >o WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY 0_ STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE -- INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL CD U O O BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS - - N JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER N C Cfl REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. LOW POINT ELEV = 912.21 - -- - -- - - - -- - - -- ------------------------- - - - - -- - - - - -- - - - - -- LO"J "J POINT STA = 2 +65.53 PVI STA = 2 +88 - N � � � � PVI ELEV = 911.95 O W A. D. = 2.57 t\ U Q) 0 K = 38.88 Z - -- 100.00' VC o'er 0 CD 2 _- 2 t- I + � I CO O L Ln - N I -}- CO - - -- C II r� Z Z c co - CD J 7 } - - - - - -- - O jQ II J j - -- - - - -- - - - - -- - - - -- - -4- - - -- rn Q � ~ w N N_ °' II II W II II W V) 1 W Q W 0- 5: Q W V) W Cn --J W Ln U Li3 U '08( 1.23% -0J47 -0.65% 064% -0.719 I I >o 0_ CD U O O - - N N C Cfl N � � � � O W t\ U Q) 0 0 Z Z o'er 0 CD 2 2 t- I O L Ln - CO - - -- C - r� Z Z c co - -- - - - - - - -- - � N-) L 00 O U 000 U ±I LO + J� +a0 + !+t7 U� _J + N r- r7 O N N NO Co i` 00 O r- r7 d c o (� rn O N r7 L C� O � r` r� rn r7 LCD N d" 00 N rn r7 0000 N L .0- Ln r'7 N O 00 co � N O C) r- � r� � Cfl r__ � O N r7 �t N N `- N r7 r7 r7 rri r7 d- r7 r7 r7 r� r7 r� N N C_I r 5 r� rri d' � 4 4 � �_ r7 r7 r'7 r7 rr7 N N N N N N N _ _ - �- O C7) (?) (3� C7� M C3) M C7) 07 C3) (77 07 D7 CT C�) C� 0) CT CJ) � M M CT CT CS) C� O CT 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 7 +50 8 +00 8 +50 9 +00 9 +50 10 +00 STREET PROFILE -0.71 f - CL 00 U O JZ O C14z SCALE: 1 " =50' � C-4 I 00 00 II II r� OP w r� rn c) w W W A.a6% N O CD N C)o ± I LCD J ± N C4 CEO U J ca- rn r7 Ln 00 O N cn co N N r7 C.o Ln O LO CV N N N N N N N r7 Q) O C3) CD M a) O� a) a) C� 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 H OR Z.: 1 "= 50' - -- SCALE: > VER T.: 1 =5f Existing Grade New Grade 93511 925 920 915 4 1 vu( 905 • 0 Z 0 U 0 Of Q 0 Z 5 cn z '-'-' UJ Cl- �w L,.; Q O d Zo 00 o� �8 o8 � N co N Z co 0 O C� W� C1 0! CV (.;.Ro No. 920350 -�O_ STATE OF ,S/O/11111111� NAL DATE: 09/22/05/, -'' THIS DRAWING AND THE IDEA,?, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �w J� z C) z Z w o� U w Q Q J�1 M P4 STREET PROFILE -0.71 f - CL 00 U O JZ O C14z SCALE: 1 " =50' � C-4 I 00 00 II II r� OP w r� rn c) w W W A.a6% N O CD N C)o ± I LCD J ± N C4 CEO U J ca- rn r7 Ln 00 O N cn co N N r7 C.o Ln O LO CV N N N N N N N r7 Q) O C3) CD M a) O� a) a) C� 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 H OR Z.: 1 "= 50' - -- SCALE: > VER T.: 1 =5f Existing Grade New Grade 93511 925 920 915 4 1 vu( 905 • 0 Z 0 U 0 Of Q 0 Z 5 cn z '-'-' UJ Cl- �w L,.; Q O d Zo 00 o� �8 o8 � N co N Z co 0 O C� W� C1 0! CV (.;.Ro No. 920350 -�O_ STATE OF ,S/O/11111111� NAL DATE: 09/22/05/, -'' THIS DRAWING AND THE IDEA,?, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �w J� z C) z Z w o� U w Q Q J�1 M P4 A.a6% N O CD N C)o ± I LCD J ± N C4 CEO U J ca- rn r7 Ln 00 O N cn co N N r7 C.o Ln O LO CV N N N N N N N r7 Q) O C3) CD M a) O� a) a) C� 1+00 1+50 2 +00 2 +50 3 +00 3 +50 4 +00 H OR Z.: 1 "= 50' - -- SCALE: > VER T.: 1 =5f Existing Grade New Grade 93511 925 920 915 4 1 vu( 905 • 0 Z 0 U 0 Of Q 0 Z 5 cn z '-'-' UJ Cl- �w L,.; Q O d Zo 00 o� �8 o8 � N co N Z co 0 O C� W� C1 0! CV (.;.Ro No. 920350 -�O_ STATE OF ,S/O/11111111� NAL DATE: 09/22/05/, -'' THIS DRAWING AND THE IDEA,?, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �w J� z C) z Z w o� U w Q Q J�1 M P4 H OR Z.: 1 "= 50' - -- SCALE: > VER T.: 1 =5f Existing Grade New Grade 93511 925 920 915 4 1 vu( 905 • 0 Z 0 U 0 Of Q 0 Z 5 cn z '-'-' UJ Cl- �w L,.; Q O d Zo 00 o� �8 o8 � N co N Z co 0 O C� W� C1 0! CV (.;.Ro No. 920350 -�O_ STATE OF ,S/O/11111111� NAL DATE: 09/22/05/, -'' THIS DRAWING AND THE IDEA,?, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �w J� z C) z Z w o� U w Q Q J�1 M P4 J� z C) z Z w o� U w Q Q J�1 M P4 M U a 0 O ti a_ Y 0- CO O Cr) LO O O N N N O 3 0 N U va 3 0 0 0 To - - ------------ 11 ll /II I I I I I I I HOLEY MOLEY SAYS ee DON'T I FUTURE E DIG I I / / / { { \ \ ,, , • \� MURPHY HALL BLIND SECTION 2 F ITS THE LAW -- _ - - - -- -- - - - - -- -- - - - - -- I \ ,1 I D11 / I CALL 2 WORKING DAYS BEFORE YOU DIG - - - - - - - - - - - - I 1 -800- 382 -5544 CALL TOLL FREE I I I {IIII Gj I m 111 II PER INDIANA STATE LAW IS -69 -1991. ` I I { {IIII ' ( nil 111 1 I I IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND I I I I {I 111 ( C- LOCATION SERVICE TWO (2) WORKING I I I I I III (I 50' IR /W i l l II I I \ DAYS BEFORE COMMENCING WORK. I I I (V { {) I 3 i0' mll I ({ I I 1 IwN \ I IL un Lill II i I � N Cn C) � m +�I cD rZrl �I I Cz � I �D I = ,z = Im D I I To i w-DiI I co I 1 00 I I I n l I � I I n I I I I m I I Z I I � I I � I I � I I I= I I I I w I CD 310' 50' R/I t C) N N Cl I� II II 00 II II II II II II II II C.0 II II II II IJ \ - - +� - - - - - - - - ---- - - - - -- - -- - - - - -- - - - - - -- -- PVI PROP. LINE - - - - -- ----- - - - - -- -- - - - - -- -- - - - - -- -- -- --- - - - - -- -- - - - -- - - - - -- ------- - - - - -- 0 1 0 - 15 L.P. 16 +10 _ - �� -" "V1 Pvr�CL�GL - -5 +0 - + - 16 +00 w o 17 +0 j j +36 24L t7+ 6.81 18 +00 CARLOW 1 s +5o 46N 19 +0 19+01.24 -+- - �- - LINE -- P�.h �_ o �,, 12 +00 CARLOW R 13 +00 14 +00 o t tt.L ��00 PT - - - - -- � PVI -CL /CL 0 +00 - 11 +00 PVI 8 +00 w 0 9 +00 9 +66.24 �_ _ - ----- - - - - -- ---- - - - - -- - -- _ 9.75 7 +$ - o - + LINE "D" -- ------- - - - - -- - -- - - - - -- - - -- - -- -- - - -- - - - -- - - -- - \ W N - - - - -- - - - -- - -- - - - -- - \\\ cns / I I ~ .......................... � I I I I 00 1 I I N 1 { ' I I I 3 0' { I I I 1 50' R/W I I _ I I 4- - - - - --i - - - - -- , rn70 L 70 Ai 935 N � STREET PLAN LOW POINT ELEV = 914.66 LOW POINT STA = 15 +76.07 PVI STA = 16 +10 PVI ELEV = 914.40 A. D. = 3.92 K = 25.51 100.00' VC 925 CURVE LENGTH cfl - - CV tf7 + O C -1 Ln 455.00' 635.38' N43 049'44 "E I 1 I C3) + o I ' I 678.82' I I I 90 °00'00" w .. 782.80' I �w_ 920 + N _ 125.00' 176.78' �> 1JW�:> I ' I I 0_ 90 °00'00" C -6 274.89' wL/') 247.49' S45°27'191 90 000'00" C-71 39.89' 300.00' 39.86' S03 °21'1 5 "W 7 °37'08" C -8 43.22' 915 43.18' S03 °21'15 1)W 7 °37'08" C -9 -= 0.63% (V I I co - -- C -10 235.62' -0.71% - -- N44 °32'41 "E 90 000'00" C -11 �in 175.00' _ -- N42 °56'49 "E 86 °48'16" I Ln I I 00 v7 4 CD -} I { J I 1 tZ il CD I I I¢- I I CL � w W N Z VJ 8 I J+ Nrn pr 1 - - - - - -L - l_._-- - --- -- -- - - - - -- -- - - - - -- -- - - - - -- --- - - - - -- I I (IIII I III II I I I II I I I I {IIII I I I STREET PLAN LOW POINT ELEV = 914.66 LOW POINT STA = 15 +76.07 PVI STA = 16 +10 PVI ELEV = 914.40 A. D. = 3.92 K = 25.51 100.00' VC 925 CURVE LENGTH cfl - - CV tf7 + O C -1 Ln 455.00' 635.38' N43 049'44 "E 88 034'05" C3) II + 678.82' �� 90 °00'00" w .. 782.80' W �W �w_ 920 + N _ 125.00' 176.78' �> 1JW�:> II 1I 150.00' 212.13' 0_ 90 °00'00" C -6 274.89' wL/') 247.49' S45°27'191 90 000'00" C-71 39.89' 300.00' 39.86' S03 °21'1 5 "W 7 °37'08" C -8 43.22' 915 43.18' S03 °21'15 1)W 7 °37'08" C -9 -= 0.63% - 176.78' N44 °32'41 "E - -- C -10 235.62' -0.71% - -- N44 °32'41 "E 90 000'00" C -11 �in 175.00' _ -- N42 °56'49 "E 86 °48'16" I o 910 v7 4 CD -} 905 • U C� tY N Z r- - O O + in in 0_ Cn HIGH POINT ELEV = 917.74 HIGH POINT STA = 17 +36.81 PVI STA = 17 +36.24 PVI ELEV = 918.55 _ A. D. _ -_6.51 K = 15.37 100.00' VC p o CO cfl rn LLi V m U V � M W W �t CURVE LENGTH cfl O� o 0 CO C -1 Ln 455.00' 635.38' N43 049'44 "E 88 034'05" C3) 753.98' 480.00' 678.82' N44 °32'41 "E 90 °00'00" w .. 782.80' 505.00' �U W U C -4 CT 125.00' 176.78' �> 1JW�:> M m PVI STA = 18 +50 PVI ELEV = 914.89 A. D. = 2.42 K = 41.39 100.00' VC �•2`3° I �3 9 ---- - - -_ -_ - _- -- =_ ---- - -__ -- _ - -_- -_ -H L0 Old cl 0 coz 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN INPARENTHESIS) ARE CORRECTED ELEVATIONS. „ CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRIG DELTA C -1 703.34' 455.00' 635.38' N43 049'44 "E 88 034'05" C -2 753.98' 480.00' 678.82' N44 °32'41 "E 90 °00'00" C -3 782.80' 505.00' 706.75' N43 057'06 "E 88 048'49" C -4 196.35' 125.00' 176.78' S45027'1 TE 90 °00'00" C -5 235.62' 150.00' 212.13' S45027'1 TE 90 °00'00" C -6 274.89' 175.00' 247.49' S45°27'191 90 000'00" C-71 39.89' 300.00' 39.86' S03 °21'1 5 "W 7 °37'08" C -8 43.22' 325.00' 43.18' S03 °21'15 1)W 7 °37'08" C -9 196.35' 125.00' 176.78' N44 °32'41 "E 90 000'00" C -10 235.62' 150.00' 212.13' N44 °32'41 "E 90 000'00" C -11 1 265.13' 175.00' 240.49' N42 °56'49 "E 86 °48'16" MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. SCALE: 1 " =50' Sheet Detail Number Description P New Grade C801 1,3 Street Cross Section Details � O C801 8 Concrete Sidewalk Detail XREF: R: \5K \5076 \001 \DWGS \001BS C801 7 Sidewalk Ramp For Handicapped Detail C801 10,12 Curb Detail C801 9 Pipe Underdrain Detail C302 + Intersection and Cul -de -sac Details + r - O All Streets to be 30' in width unless otherwise noted. 14CTH-I�All Rights -of -way to be 50' in width unless otherwise noted. SCALE: 1 " =50' Ln U C) Of Z PROJECT NO.: 07/01/05 Existing Grade New Grade CHECKED BY: DRP JCC � O I DRAWING FILES: R: \5K \5076 \001 \DWGS \C201 XREF: R: \5K \5076 \001 \DWGS \STREET XREF: R: \5K \5076 \001 \DWGS \001BS � W (C -2( -0 4 N � CD 0 N cfl + +r.� + r - O ON N M `- O 00 O - II r- J + �- +C.6 N M M v II Q II II W II J Q II W Z I I I I .< w w w CD CC! Cn v7 4 CD -} J tZ il CD I¢- CL CL w W 8 Ln U C) Of Z 00 O l O O L <D N t` Cn O N �f7 d' N O C3) c D 4 cD t� r` cD L6 xi 4 N O Cn 00 O t� �(� a � t 6 d' - T- r� r7 N N N N `- `- C� Cn O7 Q� Q OJ Q7 Cif Q� Cif T �, a) (D rn rn m M Cn M rn Q) rn rn rn rn aJ rn M 11 +50 12 +OQ 12 +50 13 +00 13 +5G 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 10 +00 10 +50 11 +00 STREET PROFILE -0.63% 0.96 0.65% - _ - - - - - - - - - - - - - - - - -•- - N U CO CD 0-01 oz � U O O CO Z CO CO -I- N p � O 0- M t` t\ O N N N O U CD + -� N U N 93511 93011 925 N � N N O � w - 01 > > 0- 1 V O � O 1 = 910 905 � I 900 O N W Z CD N U cD w (7) 895 CIO C1`1 co r7 00 d- O t� 00 � Cif � r- cD cD O r7 �f' l cD C7� O N �t cD N O 1171- in r7 Co cfl c0 cD cD co CO cfl O cD Cn O O O O Cn O O I t -- I I I I I 24 +50 24 +00 23 +50 23 +00 22 +50 22 +00 21+50 21+00 20 +50 PROJECT NO.: 07/01/05 Existing Grade New Grade CHECKED BY: DRP JCC � O I DRAWING FILES: R: \5K \5076 \001 \DWGS \C201 XREF: R: \5K \5076 \001 \DWGS \STREET XREF: R: \5K \5076 \001 \DWGS \001BS � W (C -2( -0 4 N � CD 0 N cfl O d O z w O `- O Cn W Z W - o r- J + �- Q M v U Q'. Z w --j 00 CC! 4 O 4 V cp il CD 00 O l O O L <D N t` Cn O N �f7 d' N O C3) c D 4 cD t� r` cD L6 xi 4 N O Cn 00 O t� �(� a � t 6 d' - T- r� r7 N N N N `- `- C� Cn O7 Q� Q OJ Q7 Cif Q� Cif T �, a) (D rn rn m M Cn M rn Q) rn rn rn rn aJ rn M 11 +50 12 +OQ 12 +50 13 +00 13 +5G 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 19 +00 10 +00 10 +50 11 +00 STREET PROFILE -0.63% 0.96 0.65% - _ - - - - - - - - - - - - - - - - -•- - N U CO CD 0-01 oz � U O O CO Z CO CO -I- N p � O 0- M t` t\ O N N N O U CD + -� N U N 93511 93011 925 N � N N O � w - 01 > > 0- 1 V O � O 1 = 910 905 � I 900 O N W Z CD N U cD w (7) 895 CIO C1`1 co r7 00 d- O t� 00 � Cif � r- cD cD O r7 �f' l cD C7� O N �t cD N O 1171- in r7 Co cfl c0 cD cD co CO cfl O cD Cn O O O O Cn O O I t -- I I I I I 24 +50 24 +00 23 +50 23 +00 22 +50 22 +00 21+50 21+00 20 +50 H OR Z.: 1 "= 50' SCALE: > VER T.. 1 = 5 C RO �'/''% LISTER No. =-t, 920350 STATE OF DATE: 09/2 THIS DRAWING AND THE IDEAi6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005)! Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 07/01/05 Existing Grade New Grade H OR Z.: 1 "= 50' SCALE: > VER T.. 1 = 5 C RO �'/''% LISTER No. =-t, 920350 STATE OF DATE: 09/2 THIS DRAWING AND THE IDEAi6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005)! Schne*ider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 z DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C201 XREF: R: \5K \5076 \001 \DWGS \STREET XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \5076001S W (C -2( -0 4 N� CD 0 O z w O w Q w DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C201 XREF: R: \5K \5076 \001 \DWGS \STREET XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C -2( -0 4 Li Z Q LL 0 c� ry ASPHALT PATH BINDER SHALL BE SET FLUSH WITH EXISTING PAVEMENT, AFTER MILLING, WITH 1.5" SURFACE, COVERING BOTH WIDENING AND EXISTING PAVEMENT.- 40' HALF RIGHT -OF -WAY 2' 17' 1' 5' 11' CONC. WALK 1/4"/ FT. cis w LLJ U U 0- PROPERTY LINE 141ST STREET CENTER LINE 27' 11 VARIES NEW New Pavement Elevations EXISTING I EXISTING NEW PAVEMENT New Asphalt Pavement Section 2. IT SHALL BE THE RESPONSIBILITY OF EACH PAVEMENT Q PAVEMENT PAVEMENT CONTRACTOR TO VERIFY ALL EXISTING UTILITIES EXISTING PAVEMENT, AFTER MILLING, LL- AND CONDITIONS PERTAINING TO HIS PHASE OF WITH 1.5" SURFACE, COVERING BOTH 1.5" SURFACE OVER WIDENING AND EXISTING PAVEMENT. - WORK. IT SHALL ALSO BE THE CONTRACTOR'S Q z 2 AFTER MILLING VARIES 3' � z THE VARIOUS UTILITIES FOR PROPER STAKE 1, EXISTING PAVEMENT Limits of 1" Surface Milling of SLOPE: 1�4 PER FT. MIN. z C> �-- Existing Pavement and 1.5' of STARTED. THE CONTRACTOR SHALL NOTIFY IN SLOPE: 1/4 PER FT. MIN. 1.5" HMA #11 SURFACE WRITING THE OWNER OR THE ENGINEER OF ANY 1.5" HMA #11 SURFACE 2" HMA #8 BINDER a- 2" HMA #8 BINDER 3" HMA 5D BASE 3" HMA 5D BASE 7" #53 STONE 7" #53 STONE 4" #2 STONE U-) 4z 4" #2 STONE N N 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT CD OF TRANSPORTATION SPECS SECTION No. 207 H SECTION "A -A" CL 0::: 80' RIGHT -OR -WAY 46' BACK TO BACK 2' 14' 2' 10' MEDIAN 2' 14' 6" CHAIR BACK CURB 6" CHAIR BACK CURB WITHOUT GUTTER WITHOUT GUTTER 2' ROLL CURB 2' ROLL CURB SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN oe• e• oe• o• •°• •o• •e• •e �e •e• •s• •e• •e• •o• e•e ,o•e °•e•o•e •e• e•a ego •a•e'oe•e'o •e•e• 'e �o •e• •e• •o•e•e• •o vo •o•o o• •o °e• •'o •o •o• •o• •o• •e �o •°• •e•e•a•e o• a•o e• ° o °e.o °a• e. •a• °o. ° °e• °e• a• °e. •s•o °o•o•a•e•o'o'o•e•° e•o •e•e o�e'e °�e•o• •a �o °'s •o'o �e •i �o'o•e' •e• 'A �v�►v�e o.e o•e e•e o•e e. 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE (* ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 BOULEVARD V JIVI`IL- J1IVVLULI\ CASTLEBAR BOULEVARD LINE "A" SWALE 6" OF COMPATED #7.3 STONE SHOULDER 2' 1 11' 1/4"/ FT. 17' W New Pavement Elevations 1. ALL EXISTING TREES WITHIN LIMITS OF ROAD z_ All Other Finish Elevations IMPROVEMENTS SHALL BE REMOVED. J New Asphalt Pavement Section 2. IT SHALL BE THE RESPONSIBILITY OF EACH < Q BINDER SHALL BE SET FLUSH WITH Within The Right of Way, See CONTRACTOR TO VERIFY ALL EXISTING UTILITIES EXISTING PAVEMENT, AFTER MILLING, LL- AND CONDITIONS PERTAINING TO HIS PHASE OF WITH 1.5" SURFACE, COVERING BOTH of WIDENING AND EXISTING PAVEMENT. - WORK. IT SHALL ALSO BE THE CONTRACTOR'S Q z 2 See Sheet C301 For X- Section VARIES 3' � z THE VARIOUS UTILITIES FOR PROPER STAKE 1, 10' Limits of 1" Surface Milling of LOCATION OF EACH UTILITIES BEFORE WORK IS ASPHALT z C> o Existing Pavement and 1.5' of STARTED. THE CONTRACTOR SHALL NOTIFY IN PATH New Asphalt Surface WRITING THE OWNER OR THE ENGINEER OF ANY --OH- Overhead Electric CHANGES, OMISSIONS, OR ERROR FOUND ON �i SWALE a- THESE PLANS OR IN FIELD BEFORE WORK IS 5' 1' CONC. WALK PIPE UNDERDRAIN (TYP) SEE DETAIL rlKt r11'UKAINt IU BE RELOCATED 6" OF COMPATED #73 STONE SHOULDER T 141ST STREET CENTER LINE I 15' EXISTING 1.5" SURFACE: OVER T PAVEMENT AFTER MILLING EXISTING PAVEMENT SLOPE: 1/4 PER FT. MIN. N. HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE 4" #2 STONE PREPARED SUBGRADE PER INDIANA DEPARTMENT 0 OF TRANSPORTATION SPECS SECTION No. 207 SECTION "B -B" 1 y, 4 SWALE New Storm Sewer I I �-� -� I TTF, , -I �' -- Existing Storm Sewer 6" OF COMPATED New Sanitary Sewer #73 STONE SHOULDER s. Existing Sanitary Sewer �-- Existing Contour 000W Existing Elevation HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING SCALE. 112 DAYS BEFORE COMMENCING WORK. 1 000.00 New Pavement Elevations 1. ALL EXISTING TREES WITHIN LIMITS OF ROAD 000.00 All Other Finish Elevations IMPROVEMENTS SHALL BE REMOVED. J New Asphalt Pavement Section 2. IT SHALL BE THE RESPONSIBILITY OF EACH O Q U Within The Right of Way, See CONTRACTOR TO VERIFY ALL EXISTING UTILITIES En Sheet C301 For X- Section AND CONDITIONS PERTAINING TO HIS PHASE OF crS New Shoulder Within Right of Way, WORK. IT SHALL ALSO BE THE CONTRACTOR'S Q z Uj C) See Sheet C301 For X- Section RESPONSIBILITY TO CONTACT THE OWNERS OF � z THE VARIOUS UTILITIES FOR PROPER STAKE � Ln Limits of 1" Surface Milling of LOCATION OF EACH UTILITIES BEFORE WORK IS z C> o Existing Pavement and 1.5' of STARTED. THE CONTRACTOR SHALL NOTIFY IN Cn N New Asphalt Surface WRITING THE OWNER OR THE ENGINEER OF ANY --OH- Overhead Electric CHANGES, OMISSIONS, OR ERROR FOUND ON W a- THESE PLANS OR IN FIELD BEFORE WORK IS - - -- G -- -� Gas Line STARTED OR RESUMED. -W - Water Line 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO MURPHY HALL CIRCLE EAST LINE "B" �O • • - ,0• .. BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARD FOR WORKER SAFETY. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE HAMILTON COUNTY HIGHWAY DEPARTMENT BEFORE ANY ROAD CONSTRUCTION IS TO BEGIN. 5. MAINTENANCE OF TRAFFIC DEVICES TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1993 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD 6. ALL DISTURBED AREAS IN RIGHT -OF -WAY OR EASEMENTS ADJACENT TO 141ST. STREET, SHALL BE SEEDED AND STRAW MULCHED. PERIMETER ROAD IMPROVEMENTS 1. WEST SIDE OF TOWNE ROAD AND NORTH SIDE OF 141ST STREET SHALL BE WIDENED TO 15' MEASURED FROM THE CENTERLINE OF THE EXISTING PAVEMENT TO THE EDGE OF PAVEMENT. SEE X- SECTION ON P801. 2. A 3' WIDE STONE SHOULDER WITH 6" SSD UNDER SHOULDER IS REQUIRED IN ADDITION TO THE PAVEMENT WIDENING. 3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROAD AND 141ST STREET WITHIN THE LIMITS OF THE SITE. SURFACE MILL EXISTING PAVEMENT 1" FOR ENTIRE ROAD WAY WIDTH FROM PROPERTY LINE TO PROPERTY LINE. 4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS. CASTLEBAR BOULEVARD LINE "A" CD LU �� Cn PC w LLJ _ 1 +00 1 +49.1 U v 915.86 J TC STA: 2 +50.08 "A" � O m =GUT OFFSET: 0.00' L c w J Q z vN w � -I z = 915.72 TC STA: 2 +44.58 "A" STA: 2 +44.58 "A" 915.72 1 TC =GUT OFFSET: 5.50 L OFFSET: 5.50' R 915.22 GUT Ln 913.48 TC STA: 1+59.83 "A" a_ o0 912.98 GUT OFFSET: 5.50' L LLi + z CO =o c� °L:+ 141ST STREET v ISLAND DETAIL CALLS ARE @ FACE OF CURB CrAI C. 1 " -zn' J J PROJECT NO.: w w 5076.001 o CHECKED BY: J Q = U O Q U oU0 XREF: 5076001 S En x � w crS C> Q z Uj C) w o � z � � Ln z C> o w Cn C) Cn N Uj m o w �m U w Z o W a- 0 21- Cn Ln WC �' x W J 5z?o = J Of Q Ln P-- U-) 4z N N co CD O H w� CL 0::: CV Go �15TE s��'�'.� No 920350. 0 . STATE OF \ /S /ON& E� DATE: 09/22/05 THIS DRAWING AND THE IDE) ' , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schnei'bder THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY. CHECKED BY: PRC JCC SHEET TITLE: ENTRANCE PLAN DRAWING FILES: R:\5K\5076\001\DWGS\C301 XREF: 00113S XREF: 5076001 S XREF: MURPHYLAND 6 -20 -05 SHEET NO.: (C3 n O I-� w a w CD v 1 Q W Q H W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY. CHECKED BY: PRC JCC SHEET TITLE: ENTRANCE PLAN DRAWING FILES: R:\5K\5076\001\DWGS\C301 XREF: 00113S XREF: 5076001 S XREF: MURPHYLAND 6 -20 -05 SHEET NO.: (C3 n z �w �o CD I z U F- W MURPHY HALL CIRCLE WEST LINE "C" ,r llllll k lllllz� 111 w +1 l l f STA: 7 +68.80 "C "Es ll OFFSET: 15.00 R C 914.21 TC o f 913.88 GUT STA: 1- w 0 20' R OFFSET cs:: h9 � ? y1✓'A 4 V1 { ,�..� v U+ ti tZ 2.08% 0_11 - P Vi 0.65% _ �0 1 +00 1 +15 U re-) 914.32 914.01 3 CD CD O OFFSET: 20' R 914.25 TC 913.92 GUT STA: 6 +95.62 "C" OFFSET: 15.00 R MURPHY HALL CIRCLE WEST LINE "C" MURPHY HALL CIRCLE WEST & CARLOW RUN r6 C302 SCALE: 1 " =30' jcUT C7 "D" 913.87 TC 0 T 913.55 GUT Z � w 2 +00 ° -- I O w 913.46 _1 Z Q J U 'T z w CJ w w z Q� PVI -CL /CL 5 +00 PC _ U �- 4 +00 4 +65 _ 5 +14.13 - 914.64 914.38 914.28 913.84 0 °LQ° CD :vo 0o RR 914.65 TC 914.15 GU_ STA: 4 +48.00 "A" OFFSET: 5.50 L 913.74 1 TC 913.24 GUT 50.00 A T: �_. WO 0 L TC 914.45 GUT U 915.86 TC A' 7 "A" 2.08% PC V U 2+ 0 0 915.36 GUT OFFSET: 0.00 R 1+ 00 1+ J w a: Ln ° •J Z (913.67) 2'08% U = `R 100 °' U nN +74. "A" 5.50 R TC GUT STA: 4 +48.00 "A" OFFSET: 5.50' R 9' 3.74 TC =GUT 914.04 TC 913.54 GU T STA: 3 +75.00 "A" 914.35 TC 913.85 GUT 914.95 TC 914.45 GUT 915.74 TC nor n�\M IT CASTLEBAR BOULEVARD LINE "A" CASTLEBAR BOULEVARD, MURPHY HALL CIRCLE EAST, MURPHY HALL CIRCLE WEST &CARLOW RUN �2 SCALE: 1 " =30 (1 w J U C)_ m I w rill 913.62 Q z JZ aps CARLOW RUN LI N E "D" I ` O 0 I Ln I I � I � I I I I I I I I U � U r- PVI � 1 +151 +00 O O 1 CARLOW RUN LINE "D" CARLOW RUN & TULLAMORE COURT( SCALE: 1 " =30' c3o2 1. ALL STREETS ARE TO BE 30' WIDE, BACK -TO -BACK, AND HAVE A 50' RIGHT -OF -WAY. 2. ALL CUL -DE -SACS SHALL HAVE A 40' RADIUS TO BACK OF CURB AND A 50' RADIUS RIGHT -OR -WAY. 3. UNLESS NOTED OTHERWISE, THE BACK OF CURB RADII AT THE INTERSECTIONS SHALL BE 20' FEET. BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT "X", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT 6„ 24„ PROJE�O�cV ° SEC. LINE 1+25 w = E.P. 1 +35 ow----- � z - - - - -- SHEET TITLE: INTERSECTION DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C302 w � 0 III -��-�_ O CARLOW RUN LI N E "D" I ` O 0 I Ln I I � I � I I I I I I I I U � U r- PVI � 1 +151 +00 O O 1 CARLOW RUN LINE "D" CARLOW RUN & TULLAMORE COURT( SCALE: 1 " =30' c3o2 1. ALL STREETS ARE TO BE 30' WIDE, BACK -TO -BACK, AND HAVE A 50' RIGHT -OF -WAY. 2. ALL CUL -DE -SACS SHALL HAVE A 40' RADIUS TO BACK OF CURB AND A 50' RADIUS RIGHT -OR -WAY. 3. UNLESS NOTED OTHERWISE, THE BACK OF CURB RADII AT THE INTERSECTIONS SHALL BE 20' FEET. BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT "X", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT 6„ 24„ PROJE�O�cV 6„ 18„ •OO1 3" OF TOPSOIL CHECKED BY: PRC JCC SHEET TITLE: INTERSECTION DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C302 w � 0 III -��-�_ O '•." I I -� � :I � I ••�:" • � �: a• •� .: �. � `L ►� EARTH III -� -'• :.':'' :. O w BACKFILL I I -I cv PC III =� _ • '• .• ..� •. ... I Z -' ....: .....•• - III =11 =• ;•..::o.' : �' °• v.. �' �.:.� •' ' 5 +14.15 : .::'..•:.o•..::: .�. #53 COMPACTED - ° . ° ° ° o.o STONE BASE °.°°°•°° °' ° ° °• ° ° °, °o °, ° ° °, ° ° °• ° °. ° °.° Oo °,00 °poO,° ° °,OO °OO °OO °.° °O•o °O ° O °°°°°° • OO°, OO°, OO °,O ° °,O ° °,O ° °•n ° °,O °°,OO °,O °O 00 ° °. ° ° ° o ° . ° ° °° ° ° °O ° °• ° °° OO OO°OO°OO°,OO °O°°°O ° °° •° ° p o • °• ° O ° °• D o ° . O ° . O ° ° o ° , ° ° ° ° ° • ° ° o° ° o o ° ° o ° o ° , ° ° ° ° , ° , ° , o 2' CONCRETE CHAIRBACK CURB 5 IQ c3o2 - R (WITHOUT GUTTE ) 1 31 30 CARLOW RUN LINE "D" C5 25 Ck- O Z w U m Uw w J z Q J CARLOW RUN _INF "D" CARLOW RUN LINE "D" MURPHY HALL CIRCLE NORTH & CARLOW RUN scnLe: ,. =ao caoz O STA: 10 +01.24 "D" 913.24 TC O 912.91 GUT + 913.49 TC o 913.16 GUT 20' R STA: 1+35.00 E 913.04 TC OFFSET: 15.00 L 912.71 GUT - I 2.08% L.P. d- 0.71% 2+ 88 3 +00 �`�' 1+001/'1+15 P 1 - 2 +00 2 +65.53 - 1 1771-7-1-10-N U Lp + > a-) I U CD 0 + I CARLOW RUN LINE "D" 26 914.39 TC STA: 11 +54.60 "B� 914.06 GUT OFFSET: 15.00 1 914.63 TC 914.30 GUT 20' R -� MONAGHAN PLACE - • »,-11 1.86% 91 II w Z af Z J m C-):: W = J IZ MURPHY HALL CIRCLE EAST LINE "B" CD I i 0 + O CD t- I O 0 2.08% PVI +1514+30 914.32 JCD UM �+ U CD + MURPHY HALL CIRCLE EAST, MONAGHAN PLACE &CARLOW RUN CfAI F-. 1 " =.i0' CN12 O .' HALL CIRCLE EAST LINE "B" i No. -10 920350.'10-- 10- STATE OF = AND I AN P.. ICS�\\�� s DATE: 09/22/05 � THIS DRAWING AND THE IDEAK DESIGNS AND CONCEPTS CONTAINED HEREIN ARE 1HE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) • Schnei er THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJE�O�cV O7 O1 O5 •OO1 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: INTERSECTION DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C302 w � 0 XREF: 002BS O z O w Z PVI -CL /CL PC Two V 1 I Z -' 4 +00 4 +65 5 +00 5 +14.15 ow - 913.84 - 914.64 914.38 ° 914.28 J Z J o o M 0.7j� U + cfl a' Lr N �� °' STA: 5 +08.00'" D" TC 914.11 TC STA: 4 +22.00 "D" 919:89 GUT 20 R OFFSET: 15.00 R O =GUT OFFSET: 15.00' R 20' R 914.64 TC 914.64 TC 914.31 GUT I 914.31 GU 20 914.14 TC STA: 5 +78.58 "A" =GUT OFFSET: 23.00' L STA: 5 +78.58 "A" 914.14 TC OFFSET: 23.00 R 913.81 GUT 7 I CASTLEBAR BOULEVARD LINE "A" CASTLEBAR BOULEVARD & CARLOW RUN 3 SCALE: 1 " =30' c3o2 O .' HALL CIRCLE EAST LINE "B" i No. -10 920350.'10-- 10- STATE OF = AND I AN P.. ICS�\\�� s DATE: 09/22/05 � THIS DRAWING AND THE IDEAK DESIGNS AND CONCEPTS CONTAINED HEREIN ARE 1HE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) • Schnei er THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z a o� r04 CD � a � w U Q W DATE: PROJE�O�cV O7 O1 O5 •OO1 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: INTERSECTION DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C302 XREF: 001BS XREF: 002BS O z n � U Two V 1 z a o� r04 CD � a � w U Q W DATE: PROJE�O�cV O7 O1 O5 •OO1 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: INTERSECTION DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C302 XREF: 001BS XREF: 002BS XREF: 5076001S SHEET NO.: i l HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1"=100' �101 Nt "1 0I00A1 1� BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 — CUT 'Y', N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT 1 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET IMUTCD STANDARDS. SAFETY. (9 REQ.) O STOP ( 70 REQ.) 25 (7 REQ.) + SPEED LIMIT (25 MPH) STREET NAME SIGN (6 REQ.) <><><>END OF ROAD NOTE: SIGNS ARE INSTALLED BY THE CITY OF CARMEL AND REQUIRE AN ORDINANCE. 0 Z W U Z z 0 0 J F-- Cn z Z CD Go 0 W 0 0 _oo 00 U >� W� Of No. 920350 � STATE OF O /ONAL E�G��• DATE: 08/16/05' THIS DRAWING AND THE IDEA, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)' THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 149 6 7 z UC COMMON PRC JCC SHEET TITLE: AREA "B" � R: \5K \5076 \001 \DWGS \C303 XREF: 001BS z XREF: 5076001S SHEET NO.: 4 EC 5 E 4 HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1"=100' �101 Nt "1 0I00A1 1� BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 — CUT 'Y', N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT 1 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET IMUTCD STANDARDS. SAFETY. (9 REQ.) O STOP ( 70 REQ.) 25 (7 REQ.) + SPEED LIMIT (25 MPH) STREET NAME SIGN (6 REQ.) <><><>END OF ROAD NOTE: SIGNS ARE INSTALLED BY THE CITY OF CARMEL AND REQUIRE AN ORDINANCE. 0 Z W U Z z 0 0 J F-- Cn z Z CD Go 0 W 0 0 _oo 00 U >� W� Of No. 920350 � STATE OF O /ONAL E�G��• DATE: 08/16/05' THIS DRAWING AND THE IDEA, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)' THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 z DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN � R: \5K \5076 \001 \DWGS \C303 XREF: 001BS z XREF: 5076001S SHEET NO.: (C303 �I o E-4� O Q z �Q w z U � U Two v L Q Q EPA co W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C303 XREF: 001BS XREF: 002BS XREF: 5076001S SHEET NO.: (C303 O 0 i _. 0. h E 49 h4°JS 'a a �I .V= fVi.rJ dF W W � z w � cwry a END OF STREET WIDENING & SHOULDER ON THE WEST SIDE OF TOWNE ROAD 1 ►wvv� 6000d , DRUMS 20' O.C. PERIMETER ROAD IMPROVEMENTS 1. WEST SIDE OF TOWNE ROAD AND NORTH SIDE OF 141ST STREET SHALL BE WIDENED TO 15' MEASURED FROM THE CENTERLINE OF THE EXISTING PAVEMENT TO THE EDGE OF PAVEMENT. SEE X- SECTION ON P801. 2. A 3' WIDE STONE SHOULDER WITH 6" SSD UNDER SHOULDER IS REQUIRED IN ADDITION TO THE PAVEMENT WIDENING. 3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE ROAD AND 141ST STREET WITHIN THE LIMITS OF THE SITE. SURFACE MILL EXISTING PAVEMENT 1" FOR ENTIRE ROAD WAY WIDTH FROM PROPERTY LINE TO PROPERTY LINE. 4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS. 50' TAPER OF WHITE LINE TO MATCH PAVEMENT AT PROPERTY LINE 2 4" SOLID YELLOW THERMOPLASTIC LINES 4" APART, EXTEND FROM TOWNE ROAD TO NORTH PROPERTY LINE WhINN ASSUMED NORTH SCALE: 1"=30' -F .wuv nin1L_ 1iiL_1%1V1W1 I_n...iiiv LINES 1" OFF EDGE OF PAVEMENT, EXTEND TO INTERSECTION OF TOWNE ROAD 4" SOLID WHITE THERMOPLASTIC LINES 1" OFF EDGE OF PAVEMENT TO WEST PROPERTY LINE -, X,2��'X/\/\XXX.XXX'XXXX/\.X.N/��x END OF STREET WIDENING & SHOULDER ON THE NORTH SIDE OF 141ST STREET DRUMS 20' O.C. O� —4 / —T -T —/ / —T "T- 4" SOLID WHITE THERMOPLASTIC LINES, EXTEND FROM TOWNE ROAD TO NORTH PROPERTY LINE MATCH LINE �� t,.ar'-:iv:.n.� k., SEE THIS SHEET DOUBLE 4" YELLOW 4" APART THERMOPLASTIC LINES, EXTEND FROM WEST PROPERTY LINE TO TOWNE ROAD f �. 'U�:..z�....�,._<.�i.a��... �✓ .,..s.. -ice:. w z U � W J �z O °w o w � CD °- � o CD J O �o zo N J Of J O Q CD W 2' WHITE STOP BAR -\I BEGINNING OF WHITE LINE ��O��OS�� 0�� --n.. �++� _ .�n_.�S:CS?_�:67�3.�'"°'.`_i'� .. ��++..�....®.r ��r�:.�- .�T.f�'►iTtST� d � w e � - � ► = � ► = � ► : � s � s w s w � � � ! � � ►o � �� o � � � � � �� ono 400' O� ASSUMED NORTH SCALE: 1"=30' CONSTRUCTION TOWNE ROAD Drum Placement A = During Construction B = At the End of Construction Day Pavement Within Right of way Shoulder Within Right of way \69z Existing Pavement MAINTENANCE OF TRAFFIC LEGEND -ROAD CONSTRUCTION SIGN o -DRUM WITH STEADY BURN LIGHTS Q -ROAD CONSTRUCTION AHEAD (XW20 -1) Oz -END CONSTRUCTION (XG20 -1) DIRECTION OF TRAFFIC 23 SPACES @ 20' O.C. = 460' (24 DRUMS) 141ST STREET PAVEMENT w z vI�5:. Cn 1. ALL EXISTING TREES WITHIN LIMITS OF ROAD IMPROVEMENTS SHALL BE REMOVED. 2. ALL EXISTING POWER POLES WITHIN LIMITS OF ROAD IMPROVEMENTS SHALL BE RELOCATED TO RIGHT -OF -WAY LINES OR REMOVED. 3. EXISTING UTILITIES SHALL BE RELOCATED AS NEEDED FOR THE INSTALLATION OF NEW ROAD IMPROVEMENTS AND SIDEWALKS. 4. ALL EXISTING FENCES ON THIS SITE SHALL BE REMOVED. 5. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERROR FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARD FOR WORKER SAFETY. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE HAMILTON COUNTY BEFORE HIGHWAY DEPARTMENT ANY ROAD CONSTRUCTION IS TO BEGIN. 8. MAINTENANCE OF TRAFFIC DEVICES TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 1993 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD 9. ALL DISTURBED AREAS IN RIGHT —OF —WAY OR EASEMENTS ADJACENT TO 141st STREET, AND TOWNE ROAD SHALL BE SEEDED AND STRAW MULCHED. ASSUMED NORTH SCALE: 1 "=30' 4" SOLID WHITE THERMOPLASTIC LINES 1" OFF EDGE OF PAVEMENT, 4" SOLID WHITE EXTEND TO INTERSECTION OF TOWNE END OF WHITE LINE THERMOPLASTIC LINE ROAD Rfll 150' 4" SOLID WHITE THERMOPLASTIC LINE I— w W� Z Q W M () W Z O fn � Q W O O W cr_ �Qf QW W� W¢ W� �ZD W Q o V5 H =O F- z O N ~ ::3 L'i W Q ►- � �s z 0 Z W W °Cnw o¢� 0 Q 0 O L0 O N N Z rn O O `n � NW�/ LL r� N0. 920350.� STATE OF �` DIANP' DATE: 09/22/05 THIS DRAWING AND THE IDE ,DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) I Schnei*der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 7/01/05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: MAINTENANCE OF TRAFFIC & PAVEMENT STRIPING- PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C304 XREF: 0018S XREF: 5076001S XREF: MURPHYLAND 6 -20 -05 SHEET NO.: (C304 O E-+ Q � z Z W Q Z w CD w � Q W Q H W DATE: PROJECT NO.: 7/01/05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: MAINTENANCE OF TRAFFIC & PAVEMENT STRIPING- PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C304 XREF: 0018S XREF: 5076001S XREF: MURPHYLAND 6 -20 -05 SHEET NO.: (C304 <) PROPOSED HEATHER KNOLL/) i SECTION 2 °'`s��l \\ l I t — — — — — — — — — — t F t \ } r i ' \ �Y \ \ .v 915 c>a 910 � a 9 D 6 d � 905 9 8 900 'I )1I — 257' • -H C3� C, U CD CD �z �F /terr__ "V V IN w I 0 V) U z� CD =CVCDCD Z Z CD W Z -H Lj Q CD U 344' P 0.32% I '7X \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ C / / / / / \ IV , 10 "PVC SDR -35 / W CD Z � J r— Q C7� C0 OX 6 `9 ' Hag J \ 1x�s �qT o X'9 C / / "160: / SANITAR)/ SEWER PLAN ZD I 0 Cn U CD fo CV CDpNNCD co CD CD F— Z Z Z D (/')I - - -- HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2, ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5, ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 9. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. Q Sheet C/) �n z Description C802 1 o C802 � Sanitary Sewer Bedding Detail n 935 � " � o = SHEET NO.: (C40n oC a- , 0 Uj NZI.._. Z J J W^ = LOzp= W Q U cI—n rn LU z w� c3» LU >- �'- p = �� ~zz oCn 930 U P U W M F-- Q Lr) C:) W Zoo 0 Cn 925 °- W W X Z W r� t� 920 CD 0-3 Cn o CO CD X� U» WCnI.- ZZ 915 c>a 910 � a 9 D 6 d � 905 9 8 900 'I )1I — 257' • -H C3� C, U CD CD �z �F /terr__ "V V IN w I 0 V) U z� CD =CVCDCD Z Z CD W Z -H Lj Q CD U 344' P 0.32% I '7X \ \ \ \ \ \\ \ \ \ \\ \ \ \ \ C / / / / / \ IV , 10 "PVC SDR -35 / W CD Z � J r— Q C7� C0 OX 6 `9 ' Hag J \ 1x�s �qT o X'9 C / / "160: / SANITAR)/ SEWER PLAN ZD I 0 Cn U CD fo CV CDpNNCD co CD CD F— Z Z Z D (/')I - - -- HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2, ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5, ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 9. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. SCALE: 1"=50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERA.I_S, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TAP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. �— Sheet Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 2 3 Service Connection for Shallow Sewer Wye & Lateral Capping Detail XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C40n CD �� CD k� z SCALE: 1"=50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERA.I_S, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TAP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. [if IU» Cn i.._ZZ f\ U CD cV U � Z __- _______ - ____ _______________________________ --- _- ____--- __- ______ ______--------- - CONCRETE CONCRETE CRADLE CRADLE REQUIRED REQUIRED 414' 0.32% 10 "PVC SDR -35 SANITARY SEWER PROFILE 149' 0.32% 10 "PVC SDR -35 251' 0'32% t` t\ Cn Z (n C.0 CD CD co CD co DRP JCC CD COD, SANITARY SEWER PLAN 5E N XREF: R: \5K \5076 \001 \DWGS \001 BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C40n [if IU» Cn i.._ZZ f\ U CD cV U � Z __- _______ - ____ _______________________________ --- _- ____--- __- ______ ______--------- - CONCRETE CONCRETE CRADLE CRADLE REQUIRED REQUIRED 414' 0.32% 10 "PVC SDR -35 SANITARY SEWER PROFILE 149' 0.32% 10 "PVC SDR -35 251' 0'32% al W LO Elf I to Z Cn � co CO CD Cfl 00 Lf7 O E 0�CnM Z Z O 1I C3 » >: Cn ZZZ 10 "PVC SDR -35 H ORZ. 1"=50' SCALE:—VERT.:* » 1"=5' 5 It 925 920 rMAM 910 905 •11 • p z W HC-) Q 7) o� a_ Ln => J UQ Z U° oX U W Z CL � �� o Qc) Z 0 Cl7ZJ ~ � Y z , V o¢ m Q 0 Q zQ� C Q oNU a'W� o w LO Ln C5 � N � N Q p O Cn c >oo W of N \F�� I CI RD��'''% QO......... E,4�;0 No. = 920350 STATE OF ZONAL �� /111111111 \ \\ DATE: 09/22/05 �,��°'' THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) I I • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: 07/01/05 Existing Grade New Grade al W LO Elf I to Z Cn � co CO CD Cfl 00 Lf7 O E 0�CnM Z Z O 1I C3 » >: Cn ZZZ 10 "PVC SDR -35 H ORZ. 1"=50' SCALE:—VERT.:* » 1"=5' 5 It 925 920 rMAM 910 905 •11 • p z W HC-) Q 7) o� a_ Ln => J UQ Z U° oX U W Z CL � �� o Qc) Z 0 Cl7ZJ ~ � Y z , V o¢ m Q 0 Q zQ� C Q oNU a'W� o w LO Ln C5 � N � N Q p O Cn c >oo W of N \F�� I CI RD��'''% QO......... E,4�;0 No. = 920350 STATE OF ZONAL �� /111111111 \ \\ DATE: 09/22/05 �,��°'' THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) I I • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 z DRAWN BY: CHECKED BY. DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C401 XREF: R: \5K \5076 \001 \DWGS \SANITARY XREF: R: \5K \5076 \001 \DWGS \001 BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C40n CD �� CD z U -94 Q z w z CD U P U Q W Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY. DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C401 XREF: R: \5K \5076 \001 \DWGS \SANITARY XREF: R: \5K \5076 \001 \DWGS \001 BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C40n X" I I I I I I m N �� \ I ► FUTURE I I I Cr MURPHY HALL / I --SECTION 2 F,': ll 1/ / I —I— -- - - - - -- - - - - -- I I — --- - - - - -- I I i I 1 � I I I ) l I I I I IlIII M o �Il II I I I I I I I 11 I II t o II I II I I I I I I I IIIII I�IIIII I ► � �mW I I I I IIIII I IIIII I I Cn P - I I I �, N 1 IIIII I IIIII I I I N oNW �-�' I I IIIII I IIIII I I ! I I CO r N r a I IIIII I IIIII I I I I I I IIII I I �----- - - - -L- I O IV 935 930 925 � ,1 915 910 905 timw • W a I W r �Mw I I I II I ±�v I'p r- Precast Reinforced Concrete Manhole D I I I 2 3 ' 935 930 925 � ,1 915 910 905 timw • W a I W r �Mw W I D Cn U > 0_ co Cn '-p Cq LO COU -)LCn O n _OqCDM Z Z Z p 10 "PVC SDR -35 I �� C � �w I I II I Description C802 1 Precast Reinforced Concrete Manhole C802 � D I C802 C802 2 3 ' II I I I a I I M R° CD z 00 00 Cn prat � N `T + N �� M W Cn r O0 � R. ! ^ ��,D �V I I I I w O CO D =�CDCDCD CTI Cn D II II ZFE °M� Cn CD I � I V , I I I I D � I� Cn ZZZZ W I Z J 41 Dw' Ems—+ ~ N w W I D Cn U > 0_ co Cn '-p Cq LO COU -)LCn O n _OqCDM Z Z Z p 10 "PVC SDR -35 I �� C � �w I I II I Description C802 1 Precast Reinforced Concrete Manhole C802 � D I C802 C802 2 3 ' II I I II a I I Illy a- a- z 00 00 Cn O CDz Cn r O0 � I I I I � II II =�CDCDCD I I I I I II II ZFE °M� Cn I I � I ��ZZ I I I II II l I� NMI CARLOW . I I I I I I I 1 I I I < �m I I I I 1 I I { I IIIII I IIIII I I 11 I II 1 IIIII I � I SANITARY SEWER PLAN M Ln a U 0_ 00 (n X- CO (7) —. CY) — CO O O = r-- � j I— Z Z U U > > > HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. .MO WX I o' 0 V) U O w 00 00 0 0 O 00 0_ L6 Z Z O �U» - - - - -- Z - - - -- — -- -- - - - -- - - -- -- D% -co Z Fes- O — � O co Z ----------------------------------- - ------ ---------------------- 0 25 ' 0.32% 10 "PVC SDR -35 3 CONCRETE � CRADLE REQUIRED N Z SANITARY SEWER PROFILE 195' 0.32 10"PVC SDR -35 i 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT. WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 9. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. PT� �w Sheet Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 2 3 00 XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C402 a a- a- z 00 00 Cn O CDz Q �o00 00 aj C =�CDCDCD o a - ��ZZ U > > > > Cn ZZZZ W Z J 41 Dw' Ems—+ ~ N HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. .MO WX I o' 0 V) U O w 00 00 0 0 O 00 0_ L6 Z Z O �U» - - - - -- Z - - - -- — -- -- - - - -- - - -- -- D% -co Z Fes- O — � O co Z ----------------------------------- - ------ ---------------------- 0 25 ' 0.32% 10 "PVC SDR -35 3 CONCRETE � CRADLE REQUIRED N Z SANITARY SEWER PROFILE 195' 0.32 10"PVC SDR -35 i 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT. WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 9. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. PT� �-- Sheet Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 2 3 Service Connection for Shallow Sewer Wye & Lateral Capping Detail XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C402 a SCALE: 1 " =50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SEFACE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER, FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. H_.WjS V Existing Grade New Grade H OR Z.: 1 "= 50' SCALE: »_ VE R T.. 1 - 5 935 Aft 925 WE %I 4-ft ' � 9 WN • LAJE6 5 0 z w U o� =N J Cn Q Z V)x U W z� J o Z Q 0 C� w� Y Z > V Q LLJ W¢� ZQ C-D 4:-- LLLJ)� °wM Q�LLJ u7 LrI o� \ N � N OZo 0 W tY _ CV �i cRoS �C \STEREO N0. 920350)� � STATE OF D � DIANP. /4NAL '''��Irrlllllll�\ �j DATE: 09/22/05 THIS DRAWING AND THE IDEA66, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. OC COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C401 XREF: R: \5K \5076 \001 \DWGS \SANITARY XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002B.) XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C402 a E-4� CDz Q z Q. o a Q w Q Ems—+ w DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C401 XREF: R: \5K \5076 \001 \DWGS \SANITARY XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002B.) XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C402 L I 1 I / / \ >, Al / ' Al / pp / / / / 6 \ NIX \ y\ \ \ \•�� ir,t -� std \ `\ ` //� \ _` /// /// 33 k 7 /V " / 4)z' a OxSjlgl / O � xS6l,9T y0 - i 1 " / / SANITARY SEWER PLAN 935 p'/ HOLEY MOLEY SAYS "DON'T DIG �j BLIND In / "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 930 �--- Sheet Detail Numb umb er Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitory Sewer Bedding Detail C802 C802 2 3 Service Connection for Shollow Sewer Wye & Lateral Capping Detail a Ln Ln I I 0 0 I� �Q E-1Q f� cn U-) � � w Q 925 n w Q N W N W Z Cn LO p Ln co CD O �000M =�mM D N CD O� N N r— Ln CD CMD CD 00 L6O 0 <n M =� a_ Q� CD z z �o rN� =rte M' _ =n �- CD 920 z� �mzo zzz J O CnF- -- ��ZZ -Fi N � � LLJ �— O (/)F C3 -zZ �U�� O U M j z -H O � U CD 915 � z _ N z 910 ------------------------ ------------------------------------------------------ CONCRETE ---------- 905 - CRADLE REQUIRED - - -- - - - - -- -- -- - - - - -- - - - - - -- - - - -- 164' 06�— — "PVC —— 164' 0.45 $ 8 „PVC — - -- - -- - - - ,�` 163' 0.45 8„PVC • 160' 0.45% 8„PVC 5 "PVC 0.45 900 428 - -- - - - -- -- -- ------- - - - - -_ — - - - -- -- - - - - -- - — 895 SANITARY SEWER PROFILE 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS OTHERWISE NOTED. 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 9. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. SCALE: 1 " =50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. Existing Grade New Grade HORZ.: 1"=50' SCALE: » _ VERT.. 1 —5 935 930 925 920 915 910 905 > o z J Lou, Ln `iJ U Id � Ln J C-1) Q z CD Ln M X U w z0- = Lv W M J �o� CD ° Z Q� 0 J ~ � Y Z � Q J U m Uj d D zz: Zd Q Ln C-9 N o 0 5 � Qw � Uj LCD L' o c N 0i = o 0 0 a >�o w ° \\\\,1111111 / /,/�/ 2. No. 920350 � STATE OF /ONA� ��lllllill�� DATE: 09/22/05 THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) I Schne'i' er THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering �--- Sheet Detail Numb umb er Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitory Sewer Bedding Detail C802 C802 2 3 Service Connection for Shollow Sewer Wye & Lateral Capping Detail a I� �Q SCALE: 1 " =50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. Existing Grade New Grade HORZ.: 1"=50' SCALE: » _ VERT.. 1 —5 935 930 925 920 915 910 905 > o z J Lou, Ln `iJ U Id � Ln J C-1) Q z CD Ln M X U w z0- = Lv W M J �o� CD ° Z Q� 0 J ~ � Y Z � Q J U m Uj d D zz: Zd Q Ln C-9 N o 0 5 � Qw � Uj LCD L' o c N 0i = o 0 0 a >�o w ° \\\\,1111111 / /,/�/ 2. No. 920350 � STATE OF /ONA� ��lllllill�� DATE: 09/22/05 THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) I Schne'i' er THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering a �Q E-1Q f� W C) � � w Q w Q N W -1 CIRCLE N11 PH f PH24 IX p P Q I Z U I.J — — —I-- 36 1 1 35 34 I WYE & LAT. WYE & LAT. ' WYE & LAT. 2 +58 I I 1 +50 0 +59 I I I t I I I I I I ' I I I t I I \ I I II I \ I I l \ I I l \ I I l \ I I I � "IT'S THE LAW" 40 I I CALL 2 WORKING DAYS BEFORE YOU DIG WYE & LAT. I I WYE &LAT. 1- 800 -382 -5544 1 +12 I I 2 +21 CALL TOLL FREE PER INDIANA STATE LAIN IS -69 -1991. / IT IS AGAINST THE LAW TO EXCAVATE — — — WYE & LAT. WITHOUT NOTIFYING THE UNDERGROUND — 2 +31 LOCATION SERVICE TWO (2) WORKING I DAYS BEFORE COMMENCING WORK. - - - - - - - --- ---- - - - - -- - — — = \ \ PH25 -1 33 \�\ WYE & LAT. 1 +17 WYE & fi T. I I I -- - - - -J_ J------ - - - - -- 0000 L I li I -� ---------- -t —�11 I I I II I I I II I 32 I I I II WYE & LAT. I I I II 1 +50 I I II I I I II I HOLEY MOLEY SAYS "DON'T DIG BLIND I I I I 1 I I I I I I II II I II � ') I� I Iz 37 I I 38 39 I WYE & LAT. I I WYE & LAT. WYE & LAT. I I I I i 2 +50 i I I 1 +45 I 0 +54 CIRCLE N11 PH f PH24 IX p P Q I Z U I.J — — —I-- 36 1 1 35 34 I WYE & LAT. WYE & LAT. ' WYE & LAT. 2 +58 I I 1 +50 0 +59 I I I t I I I I I I ' I I I t I I \ I I II I \ I I l \ I I l \ I I l \ I I I � "IT'S THE LAW" 40 I I CALL 2 WORKING DAYS BEFORE YOU DIG WYE & LAT. I I WYE &LAT. 1- 800 -382 -5544 1 +12 I I 2 +21 CALL TOLL FREE PER INDIANA STATE LAIN IS -69 -1991. / IT IS AGAINST THE LAW TO EXCAVATE — — — WYE & LAT. WITHOUT NOTIFYING THE UNDERGROUND — 2 +31 LOCATION SERVICE TWO (2) WORKING I DAYS BEFORE COMMENCING WORK. - - - - - - - --- ---- - - - - -- - — — = \ \ PH25 -1 33 \�\ WYE & LAT. 1 +17 WYE & fi T. I I I -- - - - -J_ J------ - - - - -- 0000 L I li I -� ---------- -t —�11 I I I II I I I II I 32 I I I II WYE & LAT. I I I II 1 +50 I I II I I I II I HOLEY MOLEY SAYS "DON'T DIG BLIND I I I I 1 I I I I I I II II I II � ') I� I Iz iii II { I I � I I I II i PH20 {I ( I I I I i 1 XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S tCD - -.-�— IIII I III TO APPLICABLE LOCAL AND STATE STANDARDS. II I I � o I Q PNTJI k� I U I 2) 4 w.. I WYE & LAT. I II ' 1 +99 I II i COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 29 23 WYE & LAT. 1 +04 22 WYE & LAT. 0 +08 21 WYE & LAT. 1 +65 N1 3 SANITARY SEWER PLAN 3 +38,,.. I i I iI I it i iii II { I Precast Reinforced Concrete Manhole I I I II i PH20 {I i i i I I i{ I I I I I i II If i 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S -- �------- - -.-�— IIII I III TO APPLICABLE LOCAL AND STATE STANDARDS. II I o PNTJI k� 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN I I II i II i II I II i COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 29 I ( I II I II ( II I II I 1 jl I I) I II I 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY T 0 FIELD VERIFY II WYE & LAT. 2 +43 i I I WYE & LAT. I ii i li I li i I II I ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. w i 2 +44 I 11 r 11 1 WYE & LAT. 4 CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. i— I 2 +33 I I I i II I II I II I I II I II I II I 5. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST li I -- - -- - -- I i - - I I I i I DOWNSTREAM MANHOLE. (MH) 6. WYES AND LATERALS TO BE 6" PIPE UNLESS OTHERWISE SPECIFIED. 28 I I 27 7. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) FOOT WYE & LAT. WYE & LAT.± I ' LATERAL EXTENSION CONNECTED TO THE WYE, OR EXTEND TO THE 1 +53 I I 1 +54 I UTILITY AND DRAINAGE EASEMENT OF THE LOT, WHICHEVER IS GREATER, i ' ► I I BUT IN NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN V)� ' I i I FIVE (5) FEET TO THE BUILDING LINE, UNLESS NOTED OTHERWISE. THE ' / END OF THE LATERAL SHALL BE PLUGGED OR CAPPED, UNLESS ---- - - - - -- — — I — — — OTHERWISE NOTED. V 8. LATERALS RUNNING TO THE OPPOSITE SIDE OF THE STREET SHALL EXTEND TO THE UTILITY AND DRAINAGE EASEMENT OF THE LOT, BUT IN JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER Cn 930 NO CASE SHOULD THE END OF THE LATERALS BE CLOSER THAN FIVE (5) Of 0 Cn Cn FEET TO THE BUILDING LINE, UNLESS OTHERWISE NOTED. 25 I I 26 , I I WYE &LAT. I I WYE &LAT. Z U") Ln 9. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE 0 +48 I i 0 +49 I I I I BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. < m� { LiJ I MPH19 � � � I I -------- - - - - -- - - -- MONAGHAN PLACE LINE "E" 16 I I 15 WYE & LAT. I i WYE & LAT. 1 +35 I I 3 +18 I { i r� �— Sheet Number Description C802 1 Precast Reinforced Concrete Manhole C802 5 Sanitary Sewer Bedding Detail C802 C802 2 3 Service Connection for Shallow Sewer Wye & Lateral Capping Detail XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS 4 I 4 o PNTJI k� SCALE: 1 " =50' • SANITARY SEWER PROFILE Existing Grade New Grade 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C401 XREF: R: \5K \5076 \001 \DWGS \SANITARY XREF: R: \5K \5076 \001 \DWGS \001 BS a XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS 4 I 4 o O Q Z w Q Z FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, 935 � U � Q WATER SERVICE LATERALS, SANITARY SERVICE LA ERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM w 935 Q - F - - -- - -- - -- - -- -- - _ _ - - - - -- -- -- -- - - COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECT!JN THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRACE) PLUS _ z V)� 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER Cn 930 Of 0 Cn Cn REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 930 Z U") Ln of U > _ _ 00 w `J `�/ � U /> 925 C �� Npcoo0o0M yJ O > > �O�O =�Q�pO�I— N 0- ^�� t'r� -- -- - -- --e-_ 00 (M 00 -U� O - - -- — -- wQ ^O - -- Of C3 (I F—ZZZZ F-- Lo Lo00� O 0- CD F- ��ZZ w c/)F -- 00 cc00� 0 iFrn0. = O ��ZQ J -H '"'pOp00� ��°�°�� 0_�� ° � ~zz 920 OC3» 920 co 2f W z -H Of 915 -- -- Cd ~° 915 - _ — _ - -_ -- _ - - -- Ca z 910 - - - - -- - _ ------- - - - - -- 910 297' 0.45 » 8 PVC SDR -35 237' 0.45% 8 "PVC �' '� SDR -35 , 8 PVC SDR -35 292' 0 45� 905 8 "PVC SDR -35 905 — - - --- - - - - -- -- - -- -32.5 0.45% - - - -- --------------- - -- CONCRETE O° CONCRETE N CRADLE Of CRADLE o REQUIRED - N Z REQUIRED 900 Nz �CD CD 900 r4-)z • SANITARY SEWER PROFILE H OR Z.: 1 " =50' SCALE:-VERT.,- 1 — 5 PAP 3 w 0 z z J W U Q= oCkf �Cn J � J C� z C) x C-) W W O✓ z J = J 0 3¢� � z 0 viz � Z > U Q a °m 0 Q zQ� � °z¢ Q o�� v o LLJ 0 5 Lo LO o p \ N N 2:: C:) 0 Of woo Of -i CR4S� %,,, ,. �� \STER�o % No. 920350...-- ?� STATE OF �NDIANP � "S. �ONAL E�G�`` ��rrrrllll�� DATE: 09/22/05 THIS DRAWING AND THE IDE , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (LO Schneeider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade H OR Z.: 1 " =50' SCALE:-VERT.,- 1 — 5 PAP 3 w 0 z z J W U Q= oCkf �Cn J � J C� z C) x C-) W W O✓ z J = J 0 3¢� � z 0 viz � Z > U Q a °m 0 Q zQ� � °z¢ Q o�� v o LLJ 0 5 Lo LO o p \ N N 2:: C:) 0 Of woo Of -i CR4S� %,,, ,. �� \STER�o % No. 920350...-- ?� STATE OF �NDIANP � "S. �ONAL E�G�`` ��rrrrllll�� DATE: 09/22/05 THIS DRAWING AND THE IDE , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (LO Schneeider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnicol Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07101105 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C401 XREF: R: \5K \5076 \001 \DWGS \SANITARY XREF: R: \5K \5076 \001 \DWGS \001 BS a XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: 4 I 4 o O Q Z w Q Z U � U � Q w Q F W DATE: PROJECT NO.: 07101105 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C401 XREF: R: \5K \5076 \001 \DWGS \SANITARY XREF: R: \5K \5076 \001 \DWGS \001 BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: 4 I 4 Q�Q CN ; ; - - - - -- -� 122 - - - - -- 148 v I -O O , - - - - - -- -- - - - - -- to L I I I i I I i j � � � 1 LLj J 138 139 I� Uj I I � 5 /�I 111 I I I 4 M; jig III 11 I I o 1/ III II I , I I ill I •�. 136 l I I � 137 � I iti ll I � � ., ------------ ---- -- ------- _ - -_ -- � - ____ -- -' 3 I II I I / MURPHY HALL CIRCLE WEST wl � " — I I I II III / ___ LINE C Illl I N I ----- - - - - -- -- - - - - -- ------- - - - - -- i I ►III � __ , �\ III II I / III I III / / 120 , I i � / / I / � I � / I 146 10 9 I � I CI r� f \ I / Q� w \ \ wl 0 ' CD C) \ \ / I i i 04 1 P - wwaamwa IVi II 151 ,-0 133 O I I I 117 COMMON AREA » A / / / I I I ( 90? - I � 134 nn7 I \/ 1 131 � — - - - - -- - - - -- r„0 130 F 1 . , d .'.. .�. n t 7` t . , __.s __ : ... .__.. _., . ., _. � _ : . . , ,_. - - ..ff - ., r.. ... . ,r K _.. ; : - -.: .- i . , t •_ - . , ,- 1 . ;. .4 . . .. ...a >.. . � _ _ . . _ a . -._ . -. , _t- .., . _. ., .. . .... , . , , ,. . -... ._ .-. . . . ... .. ._ � . : ._ .. _ -_: .. . ... .,. . . . :�f . ,:.",.. . . , .,_ .-. .r -.._ . _ r- s-w�. i [ .. .,..... .. . .: .. . .._,. . f .. .. . . .. .r... -.te_ . -. ...;.. , -_ . . f , . l - P : ... � l,..-... a. r, . - , .�:'... : . ,..•. r,r . ,. s _ .-. I.i . - :.., . i :'�. . n F i .c,.�.4 , .� .. . k... '. _: . �, t:. .�- .. ,:.: >< .'l� _ .� t :i k F r a .. 'f�RiC'.3. 'i r aI. � ._ ., � . ..c:,z., u ii d a,, � i.� f{L. . 69. T .:7: 1 ,1'.'.1 u .x:. L. y . 7 S .� - _ Y t .�.W. .. - � � — ,..... 4 , - �r•.,�� t +•v_•_.,:.__.: a.:.=_. s< �+<..+` �� =3:r.:sf�:�:_.::.,L,.e.t�`.�z� - r. .a>a.�r.,r..c..r�,�.ls..�..ts.. .. ' �- . • • • • • • • • • • - �J 4! 1'. - - - -- �_ a 141ST STREET A MANHOLE I STORM MANHOLE STORM MANHOLE 1 � W I I T.C. ELEV= 913.38 VV.= 906.12 VV.= 906.12 l I I 21" RCP (E) INV.= 904.63 18" RCP W INV.= 904.63 () 21" RCP (E) INV.= 903.73 21 RCP (W) INV.= 903.73 C.) O > Ln O t` In m w co Cn C_�_ .-� MCDM [if cr_ cri � Of CV � > -d- O = ff) V OC - U z C� o IQ] � U Cn O M O O rrj p0 r7 BOZO N r7�rnC3i� 2 0� 0 o� z 0 '- '- C' � zz� I�h7O r-a, z_z_� �c>> Cif - ---- - - rn - -Q Of m O d Qi o cCnn1 -z Cnn�zz �� »> I ' COMMON >; co (n � 00NO�F- V) ZZZ mo° �c>>» =zZ� = a,zzz�p z -H �o,zzp� Z o J � I :I Trn - -O I LIJ 00 � "" AREA B rri I � o TOGO I C/0 Q�Q CN ; ; - - - - -- -� 122 - - - - -- 148 v I -O O , - - - - - -- -- - - - - -- to L I I I i I I i j � � � 1 LLj J 138 139 I� Uj I I � 5 /�I 111 I I I 4 M; jig III 11 I I o 1/ III II I , I I ill I •�. 136 l I I � 137 � I iti ll I � � ., ------------ ---- -- ------- _ - -_ -- � - ____ -- -' 3 I II I I / MURPHY HALL CIRCLE WEST wl � " — I I I II III / ___ LINE C Illl I N I ----- - - - - -- -- - - - - -- ------- - - - - -- i I ►III � __ , �\ III II I / III I III / / 120 , I i � / / I / � I � / I 146 10 9 I � I CI r� f \ I / Q� w \ \ wl 0 ' CD C) \ \ / I i i 04 1 P - wwaamwa IVi II 151 ,-0 133 O I I I 117 COMMON AREA » A / / / I I I ( 90? - I � 134 nn7 I \/ 1 131 � — - - - - -- - - - -- r„0 130 F 1 . , d .'.. .�. n t 7` t . , __.s __ : ... .__.. _., . ., _. � _ : . . , ,_. - - ..ff - ., r.. ... . ,r K _.. ; : - -.: .- i . , t •_ - . , ,- 1 . ;. .4 . . .. ...a >.. . � _ _ . . _ a . -._ . -. , _t- .., . _. ., .. . .... , . , , ,. . -... ._ .-. . . . ... .. ._ � . : ._ .. _ -_: .. . ... .,. . . . :�f . ,:.",.. . . , .,_ .-. .r -.._ . _ r- s-w�. i [ .. .,..... .. . .: .. . .._,. . f .. .. . . .. .r... -.te_ . -. ...;.. , -_ . . f , . l - P : ... � l,..-... a. r, . - , .�:'... : . ,..•. r,r . ,. s _ .-. I.i . - :.., . i :'�. . n F i .c,.�.4 , .� .. . k... '. _: . �, t:. .�- .. ,:.: >< .'l� _ .� t :i k F r a .. 'f�RiC'.3. 'i r aI. � ._ ., � . ..c:,z., u ii d a,, � i.� f{L. . 69. T .:7: 1 ,1'.'.1 u .x:. L. y . 7 S .� - _ Y t .�.W. .. - � � — ,..... 4 , - �r•.,�� t +•v_•_.,:.__.: a.:.=_. s< �+<..+` �� =3:r.:sf�:�:_.::.,L,.e.t�`.�z� - r. .a>a.�r.,r..c..r�,�.ls..�..ts.. .. ' �- . • • • • • • • • • • - �J 4! 1'. - - - -- �_ a 141ST STREET A MANHOLE I STORM MANHOLE STORM MANHOLE EV.= 914.62 W T.C. ELEV.= 904.63 T.C. ELEV= 913.38 VV.= 906.12 VV.= 906.12 l I I 21" RCP (E) INV.= 904.63 18" RCP W INV.= 904.63 () 21" RCP (E) INV.= 903.73 21 RCP (W) INV.= 903.73 II 935 z w Ln m Ln C'� 000 930 ��° �NCrf- rn ? O cl)� ZZ 925 r � U5 J Z � Z UjW W W � z W Ln OO ED 920 �� o CD C.) O > Ln O t` In m w co Cn C_�_ .-� MCDM W Z -H Ln CD 915 Q CO 910 1.20% J PROJECT NO.: W Z W J W o � z to V m O �� o CD C.) O > Ln O t` In m w co Cn C_�_ .-� MCDM [if cr_ cri co Of CV � > -d- O = ff) V OC - U z C� o IQ] � U Cn O M O O rrj p0 30, � 2 "RCP Q 0.40% 905 12 "F CP W_I PROJECT NO.: W W LLJ ^ __j W o JCC to V J W �� o CD W Cn Z t!7 C10 m In m W 0'j �_ \ �� W C14 [if cr_ cri co = W CV � > -d- O = ff) V OC - O U r�M � O 00 W r7 CdO m CD LCD r- 1—nr`6 IQ] O Ln W !— �2 Cn O M O O rrj p0 r7 BOZO N r7�rnC3i� rri-r� 00 o o � 0� 0 o� z 0 '- '- C' � zz� I�h7O r-a, z_z_� �c>> Cif - ---- - - rn - -Q Of m O d Qi o cCnn1 -z Cnn�zz �� »> (n 1._ — D!f >; co (n 1- Z Z Z 00NO�F- V) ZZZ mo° �c>>» 0.50% 12 "RCP 104' 0.50 12 "RCP W z-H J � _cam � o � Cr .. 54' 0.48% 12 "RCP 88' 0.50% 12 "RCP STORM SEWED PLAN '�l50 LAKE #1 NORMAL POOL ELEV= 903.50 182 COMMON AREA "E" 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOLEY SAYS "DON'T DIG BLINDIn "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE J WITHOUT NOTIFYING THE UNDERGROUND 102 LOCATION SERVICE TWO (2) WORKING yu DAYS BEFORE COMMENCING WORK. ol �rrt 7r'i.t: — 101 < <�fti;""- '�.�� • y ,ale. 4. of FI � 3- i+ r? ! B+ a 2 x -• ua �' v u _i • • • — _ • • • _ — • • • _� — y',- — ` Sheet Number Description -- - - - - �� C802 11 Bedding Detail - Reinforced Concrete Pipe (RCP) C803 8 Roll Curb Inlet Detail C803 10 Beehive Inlet Detail C80 1 Q 3 20,2 Storm Manhole Detail C802 7 Precast Concrete End Section C80 - = c 2 12 RipRap Detail @ End Section BEEHIVE INLET T.C. ELEV.= 909.04 24" RCP (E) INV.= 902.69' 21" RCP (W) INV.= 902.69 SCALE: 1 " =50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SEFViCE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. N Cn o� z STORM SEWER PROFILE 197' 0.16% 30 "RCP 177' 0.15% 30 "RCP 93511 a "111 925 II �u 91011 LAKE #1 NORMAL POOL ELEV. =903.5 n s 900 HORZ.: 1 =50 ,,,___,_, SCALE: »_ 5 Existing Grade New Grade — VERT.: 1 En PROJECT NO.: W J Q Chi_ Z O o JCC to V STORM SEWER PLAN W Z .-N W Z � Ld Z Ln � Cn W J XREF: R: \5K \5076 \001 \DWGS \HEATHE -9-KNOOL M W Of >I d LJW J �� Z _ Z �\pN^ Q LLJ _ LO J W W >_ c0 �2 � W Co Q Z Z z¢ m,Z) = rr�ON W d-ONO 0::Z �En oC) I�h7O O LLJ - ---- - - OOO - - -- - - - -- - - -0 r O O �- W -- rn Q -- m O d Qi LW m O ►� 00 O U - _ N r �ZZO co ONOOOF -- W 00NO�F- (n ~ mo° �c>>» =zZ� = a,zzz�p z -H �o,zzp� Z o moo► - Trn - -O c>jjjj LIJ 00 � c5zzz W° rri o TOGO C/0 -Z o0 z �' z 0 0 � � 128' 0.75% 12 "RCP -- ---- __...__.- ^_------------ - - - - -- -- __ __ 1.01 '---- Q•00� -}-5- °'RCP— - - -- - - - -- 186 0.40% 18 "RCP N Cn o� z STORM SEWER PROFILE 197' 0.16% 30 "RCP 177' 0.15% 30 "RCP 93511 a "111 925 II �u 91011 LAKE #1 NORMAL POOL ELEV. =903.5 n s 900 HORZ.: 1 =50 ,,,___,_, SCALE: »_ 5 Existing Grade New Grade — VERT.: 1 En PROJECT NO.: 07/01/05 J Q Chi_ Z O o JCC to V STORM SEWER PLAN W J Z � Li U � XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHE -9-KNOOL M W Of J �¢ Q O �2 � w Q Z ►�� z¢ w � �� 0::Z �En oC) C> U Cn W ¢ W z C3 w z Ln L/JQ J W N D PEI DC3�0 ~ = N N Z\ O ED CT C> EEi - o wCD CV NNOMMEMMMMMOM O RT C Ro S� G......... ,..�� \STER�;o No. 920350) � -;0_ STATE OF //INAL .s f_ DATE: 09/22/05 ,. THIS DRAWING AND THE 1DE AK,'o DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneeider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHE -9-KNOOL SHEET NO.: W O O Q � w Q Z � a � PEI EEi - M DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHE -9-KNOOL SHEET NO.: I II I� la i i 1 Detail Sheet Number Description C802 11 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 8 Roll Curb Inlet Detail 0--- C803 10 Beehive Inlet Detail 9 — C803 20,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 RipRop Detail © End Section Iwo I 1 O mNo I I I I I a, iD I I I I I I I I I I I I I I I D I r � I ` r- I �I I I s I Z I I (jl I I I I I { I I I 11 1 I COMMON AREA "C" W - - - -- W - CA TLEBAR BOULE' LINE "A if w Zzz \ / \ < \ \ -- w FUTURE HALL _ -- ; o �ORPHY 3 SECTION ' S M \ N MURPHY HALL CIRCLE WEST LINE "C" _ Cl1 I \ l O I I I I I I - I O I I 131 I o I Iy .. uss�::. So. _e..Eiw"•'.:..— v;,cte.c'• - _t,.li..N._. I i STORM SEWER PLAN 11940 I I I I 935 I J IAfY'r, -� C:) ' I O I , z I � t ; � 930 - I t'� A ---------- - - - - -- ---- -- - - - - - -- - - - -- - -- -- -- - - - - -- - ------- - - - - - -- - - - -- I I I cnF-zZ � ' �Kr,_ I - -- cD p ~ J W W W ai ' I I I W I = I 1 li M1 I�• . s I Z ' D I r r ' LLJ JW � �ON� W W r rY` Z n C I ~ ( (/� I� Z m m C:) - �t 0 Z (n W z � rv� O � OC�O Z Z � M Lai II � j CD C W Detail Sheet Number Description C802 11 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 8 Roll Curb Inlet Detail 0--- C803 10 Beehive Inlet Detail 9 — C803 20,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 RipRop Detail © End Section Iwo I 1 O mNo I I I I I a, iD I I I I I I I I I I I I I I I D I r � I ` r- I �I I I s I Z I I (jl I I I I I { I I I 11 1 I COMMON AREA "C" W - - - -- W - CA TLEBAR BOULE' LINE "A if w Zzz \ / \ < \ \ -- w FUTURE HALL _ -- ; o �ORPHY 3 SECTION ' S M \ N MURPHY HALL CIRCLE WEST LINE "C" _ Cl1 I \ l O I I I I I I - I O I I 131 I o I Iy .. uss�::. So. _e..Eiw"•'.:..— v;,cte.c'• - _t,.li..N._. I i STORM SEWER PLAN 11940 I I I I 935 J I 1 O mNo I I I I I a, iD I I I I I I I I I I I I I I I D I r � I ` r- I �I I I s I Z I I (jl I I I I I { I I I 11 1 I COMMON AREA "C" W - - - -- W - CA TLEBAR BOULE' LINE "A if w Zzz \ / \ < \ \ -- w FUTURE HALL _ -- ; o �ORPHY 3 SECTION ' S M \ N MURPHY HALL CIRCLE WEST LINE "C" _ Cl1 I \ l O I I I I I I - I O I I 131 I o I Iy .. uss�::. So. _e..Eiw"•'.:..— v;,cte.c'• - _t,.li..N._. I i STORM SEWER PLAN 11940 I I I I 935 J J 930 - ---------- - - - - -- ---- -- - - - - - -- - - - -- - -- -- -- - - - - -- - ------- - - - - - -- - - - -- cnF-zZ � ��"' - - -- ~ J W W 925 W LLJ JW � �ON� W W r rY` Z W � Z ~ ( (/� Z m m C:) - �t 0 Z (n W z � rv� O � OC�O Z Z � � L Lai � j CD C Z � CO W W Z ZC/� � O L`-I Z ZUi Z Z ^ ^rte � �- W o o O Ofcj » »» °NOrn w w N N r r )�O� > U-1 �� 920 m c co M _ L_ � Z Z Z Z Z CN W W � � .� � � � z r-) W � � � - - - - -_ - -- - -- - -- - - - -- _ - - -_� o o - -- _ L N�QOj� � � N N�� m m ° °O W W �Ljz W c!)F - » r r-� 7 7D c cnF - -zZ ° °_ C CO r r-- o o CnF-- J W c > >: z z � �U» C C:> N N F F- r- c c/�F - -zZ c co � ��zz O O F_CD w wo C Cn 915 _ Ir- 9 _ _ _ _ DEBRIS GUARD REQUIRED. SEE DETAIL D12/C803 STORM SEWER PROFILE CaIENIEIlkdkII.. IT(a'l= 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN � COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL \UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOLEY SAYS 10 "DON'T � DIG BLIND" f / / LAKE #1 NORMAL POOL ELEV= 903.50 I I I I •� 3 r 2 :y.,"F".r -' r i r� a � r r .irn� -Wr 'S _, -u--r �kii,� —�y'r r-+� �a,+=s �Y FS! ':l't x 'v `xti �,� v.4 i� iY,. s . J1.? ;?li .t'%� �:' a .- `"s ,� .• q., * -� -# ,� � ,,ti.{�,�� .;*i � �rn9:�t`a:,�if�,.l�. -<v� �__•' � cri�;`�f- 3'dl+�.�"rt2�u:�C W 141ST STREET IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SCALE: 1 " =50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY 940 STREETS, REGARDLESS OF JURISDICTION OF THE U1ILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE U1ILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER 935, REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. Z Z^ m cD Of 930 U N O O � Z O 925 F- F- W W J J O J Z (!) of co M W Z �� UN� VNp� Z �C/) � co� � �F_ � �- �o z 920 rn0 CD F- cnl-_: �o �O21 �U >> p0 r -z� CIO LU O of Cj » 4A 915 cf) z_ F- > CIOz z _ _ ________ _- - -- 910 .9890 12 "RCP 126' 1.101 12 "RCP LAKE #1 150' 1 13% „ 47, NORMAL POOL 905 12 RCP ELEV. -903.5 3.05% 12'RCP ° +I 12 "RCP O — 900 >� ..rm- now Existing Grade New Grade HORZ.: 1 " =50' SCALE: » VE R T.. 1 "=5' co N w C) U Z J O Y U m o � z Q � J Q Z Ul W" Lj M 41- W QF-F- O � p Z �o ozc~n J U � � '— < w V) 3: ck� v7 0 Q N o Z\ rn O co ° Z�5�5; CO t� N 6?0 C R 0 No. 920350 1 STATE OF /ONAL DATE: 09/22/05 ,. THIS DRAWING AND THE IDEAK,DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005), Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering t� CD �z z �...., D w PEI F14 F•�-1 -, C w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY:. DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER —KNOOL SHEET NO.: ..rm- now Existing Grade New Grade HORZ.: 1 " =50' SCALE: » VE R T.. 1 "=5' co N w C) U Z J O Y U m o � z Q � J Q Z Ul W" Lj M 41- W QF-F- O � p Z �o ozc~n J U � � '— < w V) 3: ck� v7 0 Q N o Z\ rn O co ° Z�5�5; CO t� N 6?0 C R 0 No. 920350 1 STATE OF /ONAL DATE: 09/22/05 ,. THIS DRAWING AND THE IDEAK,DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005), Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering t� CD �z z �...., D w PEI F14 F•�-1 -, C w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY:. DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER —KNOOL SHEET NO.: DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY:. DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER —KNOOL SHEET NO.: I I I I I I 1 22 I \ I \ \ I\ \ I \ \ IS I I I 21 I I I ----—.-------------+-- �11 0s ��--- - - -I -- L— I I D16 ION AREA » F f7 / / / i 0 0 Cn T- W _I LJLj w J Q Q Q Z I_ y 15" CMP (, . i1{V. =905 65 aNV. =906 34 I i i 12" CMP (E) INV.= (W) INV.= i i Q Ira- w O I i I I I LAI _lam_ HOLEY MOLEY SAYS `< DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE IOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. COMMON! ";1-60N, 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. LAKE #1 NORMAL POOL ELEV= 903.50 COMMON AREA "E" f Viv • I i i i i i, i i i 183 I STORM SEWER PLAN SCALE: 1' ° =50' 935 Uj z �� m O CD 0 CD 0 v LO 930 F- �F_zz 925 _ w w Ln z J z - w Q 00 60 M z cv w z �-`J r- F- Z – w w – U – W w cn F- F- ^ W J J W Q r- J J � � �f7 Z Z Z V) W m N Z Z 0' LCD 00 O Of N .� t ) CYJ N Cfl m OO m � a0 Cn D% 0' � �� w 000 F_ ^ LOr� O C .O rOaa', U O 06 U CV O 920 = _ C� � _W _z — O _ _z ____ _______ _ �_ ° o_n o— W O - O Z Z O Z W° U N N 0 0 N_ K N 0 �°o 000E- �U »> w. Of w �o�O �Mz0 �U »> �O rnz0 00 0~ OOZE ��ZZZ = �F-zZW (/)O �V> ACV» Cn F__: 0= 0= �z0 O W LoMLn z -H ozLq cnF• -z cnF-zZ CnF-z Ul _ _ U > V > > Lj CD �CU» C/ F-ZZ m0�00 C00 w0 915 (nf-zZ �Qj00E- FW- X00 _ °zZ� _ °� �-z pf C3 »j c i �> Cn 910 soy - - - - _ - - - ;12RCP - 0 LAKE #1 157' 0.40 O 52' NORMAL POOL 201 , 0.20% 18 "RCP 1,3Q' - - -- - - -- - --- - - - - -- -- - ELEV.= 903.5 - - -- - - _ _ 0 -42��— t -8 "-R0 150' 0.82 0.95 +I z 18 RCP 30 CONCRETE ° cr 1 18 "RCP CRADLE �--- 4 Sheet Detail Number Description C802 11 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 8 Roll Curb Inlet Detail C803 10 Beehive Inlet Detail C803 120,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 RipRap Detail @ End Section � Z � - - - - -_ 910 LAI _lam_ HOLEY MOLEY SAYS `< DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE IOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. COMMON! ";1-60N, 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. LAKE #1 NORMAL POOL ELEV= 903.50 COMMON AREA "E" f Viv • I i i i i i, i i i 183 I STORM SEWER PLAN SCALE: 1' ° =50' 935 Uj z �� m O CD 0 CD 0 v LO 930 F- �F_zz 925 _ w w Ln z J z - w Q 00 60 M z cv w z �-`J r- F- Z – w w – U – W w cn F- F- ^ W J J W Q r- J J � � �f7 Z Z Z V) W m N Z Z 0' LCD 00 O Of N .� t ) CYJ N Cfl m OO m � a0 Cn D% 0' � �� w 000 F_ ^ LOr� O C .O rOaa', U O 06 U CV O 920 = _ C� � _W _z — O _ _z ____ _______ _ �_ ° o_n o— W O - O Z Z O Z W° U N N 0 0 N_ K N 0 �°o 000E- �U »> w. Of w �o�O �Mz0 �U »> �O rnz0 00 0~ OOZE ��ZZZ = �F-zZW (/)O �V> ACV» Cn F__: 0= 0= �z0 O W LoMLn z -H ozLq cnF• -z cnF-zZ CnF-z Ul _ _ U > V > > Lj CD �CU» C/ F-ZZ m0�00 C00 w0 915 (nf-zZ �Qj00E- FW- X00 _ °zZ� _ °� �-z pf C3 »j c i �> Cn 910 soy - - - - _ - - - ;12RCP - 0 LAKE #1 157' 0.40 O 52' NORMAL POOL 201 , 0.20% 18 "RCP 1,3Q' - - -- - - -- - --- - - - - -- -- - ELEV.= 903.5 - - -- - - _ _ 0 -42��— t -8 "-R0 150' 0.82 0.95 +I z 18 RCP 30 CONCRETE ° cr 1 18 "RCP CRADLE Q -d- a U U O U REQUIRED o > U-) .- C14 LO •-- O r- z ib z 0.90% 18 "RCP 2 30' 7J6�� 0.50% 12 RCP 12 "RCP w wo 0 z STORM SEWER PROFILE - ----- - - - - -- 30' 120' 0.50 1.947 12 "RCP 12 "RCP _--co W Z O W U-) 0 0 L6 000500 ° c7i °zz�p �Gf IU» > Cn�_!ZZZ MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SEi-;VICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. ^ cc -.4- m -d- a U U O U OU Z 0 Ln U-) .- C14 LO •-- O r- F-- CV 0E- U � W 0 cnO rnzO cn 0000 of CCU >j DO Z_ Cnn F- z CI F- z Z W � 30' 3.00% 12 "RCP W z -H W a) w co F- O Q rn 0 z O z o' > F- � Z Existing Grade New Grade PEP; i- A LaLJ O 93511 92011 Z O z U > w O 915 0 0 Ln o wp 0 00 0000 MO Z_ � U > Z � - - - - -_ 910 LAKE #1 g�. NORMAL POOL Q0C1 ELEV. =903.5 63' J � • Oq 12'RCP �? 0.79% 12 "RCP 9001 HORZ.: 1"=50' SCALE: - »_ VERT.. 1 5 Lj �w o tr U p � N J J Z U o Q Co Q �o Of J J Lo5� r:2 o W ow � W � Z W N V) > = N Z O V N o�L) z C5 w �__ K- W N Z � W 5 C U 3 � 0 Q (n Q N N Z Cn CD co o Cl- co w C) a N s��'''.� No. 920350 13 STATE OF O /ONAL E��• DATE: 09/22/05,r THIS DRAWING AND THE IDEAX,' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) n THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering C3 Z O E-4� O Z W Z C P4 Q W <\ 935 930 925 STORM SEWER PLAN 1- LLJ w Q� z z w w > 920 O w Cd mom Storm Manhole Detail C802 M Precast Concrete End Section ZD 12 rn O nC3> �o O � Cn w z Z z UQ7 0 L6 O f— ��CD O W �C7)d W w ^� C.0 LLJ CID M I w En a U71 r� _ ou M_ CD �� —O O L o n o QOCD mo CD of in Ln d >> �zz �� V) » �zz� of �� zo _ Of 915 F� ZU _ 0011� LL1 Z -iH �a� w 00 � rn d- mod'. -a) cfl Z � LLJ U cD Q� W U C\j O Z Z (J7F -zZ CD Cnz0 --- -- -- - -- C.D> Z 1- LLJ w Q� z z w Cn > 920 O w Cd mom Storm Manhole Detail C802 7 Precast Concrete End Section ZD 12 rn O nC3> �o O � � Z 915 > ? (l 910 905. 900 z� U CD - - - - - 11 ------------- F --i- -- 135' 0.53% 18 "RCP 30' 1.05% _H 18 "RCP ED o_ 0z Of �90 0 JOO FA,9 S MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 145' 0.58% 21 "RCP X20' 0: 500 ` 21 "RCP -- - - - - -- - - - -- -- - - -- - - - - - -- ---- - - - - -- -- -- - - - - -- - -- -- -- ---- - - - - -- 30' 30' 94' 0.16% 27 "RCP 30' 205' 0.17% 30 "RCP 0.23% 0.16 0.15 24 "RCP 27 "RCP 30 "RCP STORM SEWER PROFILE 285' 0.17% 30 "RCP 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOLEY SAYS "DON'T DIG BLINDn i "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. A rT� LLJ Sheet Q� Description z w Bedding Detail — Reinforced Concrete Pipe (RCP) Roll Curb Inlet Detail C803 10 Beehive Inlet Detail C803 20,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 J M �o O CD � d= > c70 > ? (l Z z UQ7 0 L6 O f— ��CD O W �C7)d W � ^� C.0 LLJ CID M I w En a U71 0-) w m _ CD +I �'- n M_ CD �� —O O L o n o QOCD mo CD of in Ln d >> �zz �� V) » �zz� of �� zo _ Of 915 F� ZU _ 0011� LL1 Z -iH OCT) Q O of O LLJ W O CD --- -- -- - -- C.D> Z — — _ II ffo _ CONCRETE CRADLE CONCRETE REQUIRED CRADLE REQUIRED 145' 0.58% 21 "RCP X20' 0: 500 ` 21 "RCP -- - - - - -- - - - -- -- - - -- - - - - - -- ---- - - - - -- -- -- - - - - -- - -- -- -- ---- - - - - -- 30' 30' 94' 0.16% 27 "RCP 30' 205' 0.17% 30 "RCP 0.23% 0.16 0.15 24 "RCP 27 "RCP 30 "RCP STORM SEWER PROFILE 285' 0.17% 30 "RCP 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. HOLEY MOLEY SAYS "DON'T DIG BLINDn i "IT'S THE LAW CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. A rT� ` v---- q Sheet Number Description C802 C803 11 8 Bedding Detail — Reinforced Concrete Pipe (RCP) Roll Curb Inlet Detail C803 10 Beehive Inlet Detail C803 20,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 RipRop Detail © End Section Z ZNW U�O2 �r1r) ��°�� SCALE.- 1 " =50' w sw I A z N m N c1� cr_ co�� U C 930 �IU > > V)f.._ZZ 150' 0.15% Existing Grade New Grade 5076.001 925_ CHECKED BY: F- J W SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM _� a XREF: R: \5K \5076 \001 \DWGS \5076001S wJ SHEET NO.: (C 0 Z ZNW U�O2 �r1r) ��°�� 920 O Q_Ju3c:� rn z 0 � Q LLJ CD w a w CD +I �'- n zzw L O O Z -H Of ��zzz O 00 U O > � �> of �� p G � 915 F� co _ 0011� > LIJ 69, —1 150' 0.15% 33 "RCP a � z � w o �rn �>: 57' 30' '—' 33 "RCP 0.18% 33 "RCP SCALE: ' HORZ.: 1"=50' VERT.: 1 "=5 LAKE #1 NORMAL POOL ELEV. =903. I I I W Of Imo-- W U J O U) ck-1 U Z 0 F-- J W: J W Y Z Q 3 5 z CO W Lj¢LJ C-3 Z oz Of Q�� of O 74t:W of ZQ Ld�z M U3 � w � 0 N 5 0 � \ N LO CN � O � Z � O Q tp wp .— CV G� S �GER IST F No. 0....." 1 STATE OF � , O - /ONAL DATE: 09/22/05 / THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Existing Grade New Grade 33 "RCP a � z � w o �rn �>: 57' 30' '—' 33 "RCP 0.18% 33 "RCP SCALE: ' HORZ.: 1"=50' VERT.: 1 "=5 LAKE #1 NORMAL POOL ELEV. =903. I I I W Of Imo-- W U J O U) ck-1 U Z 0 F-- J W: J W Y Z Q 3 5 z CO W Lj¢LJ C-3 Z oz Of Q�� of O 74t:W of ZQ Ld�z M U3 � w � 0 N 5 0 � \ N LO CN � O � Z � O Q tp wp .— CV G� S �GER IST F No. 0....." 1 STATE OF � , O - /ONAL DATE: 09/22/05 / THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \00183 a XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C 0 r� Q � Q w a w Two V 1 Q F� w Q H W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \00183 XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C 0 1 II I Z I � I O , Z 1 _ 169 IMAM II 935 925 29 I I 1 II I III I III I II I I I I II I III I {II I II I 1 — ®— I II I III I III I II I I I II I ICI I III I II I I I ( ► 1{ III I III II I I II I III I {1 I I I 1 � I I , 28 27 I , I , I I ' I I I I I I , I ,I I , I , 158 I ¢ , 168 ---- - - - --I i--- - - - - -- 157 I , I I I J I � U I I I 25 I ; � I ' I 26 I I I I I I= M I I I }- Z I I I 114 � � � I � I MONAGHAN PLACE I I LINE "E" ------ - - - - -- 113 1 1 J LLj � W t` cfl 920 �°° `0 Ln CS U Ln 0") U 0*) — N Z -i �O�O 'rnz0 U > U > > Vy � Z n 915 910 905 E— Z W W Z O —N') LLJ LLJ 07 0 mpOj000 CO 6D70� Ln Im Z Z Op U > > > {nom_ ?ZZ 30' 0.37% 150) 12 "RCP w z .H J N o' CD � 00 156 % �---- p Sheet Detail Number Description C802 11 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 8 Roll Curb Inlet Detail C803 10 1 Beehive Inlet Detail C803 20,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 Ri Ra Detail @ End Section 915 910 905 E— Z W W Z O —N') LLJ LLJ 07 0 mpOj000 CO 6D70� Ln Im Z Z Op U > > > {nom_ ?ZZ 30' 0.37% 150) 12 "RCP w z .H J N o' CD � 00 156 III I I�:� -e � % �---- p Sheet Detail Number Description C802 11 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 8 Roll Curb Inlet Detail C803 10 1 Beehive Inlet Detail C803 20,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 Ri Ra Detail @ End Section III I I�:� -e � j I III 1 FUTURE I MURPHY HALL I ►ys i i SECTION rI I I I��k�ti ( ( 111 I 0 .Q O LLJ z 3- O F-- STORM SEWER PLAN F— J z� M C114 Z M t\ U 0 I�cD�F- '-rnZ0 rz�jj >W w w C'� — = M O n co F- � tz CL , � W U O co C) C� — O U0O� U00G�� z �� r- F- 00 r-0 r- cDO� LL] 'S (n Z J ^ 0�0 a-) CD W OO w �U» W z w� > �C» �� zz i -H �� z�— - -- - - -- - - - - - - -- O J I� C'l O F— w CD O m04� L.Li CD CCU» Z 00 CD U OajOF- W � Cn ~ZZ — W 000 - -- - �0 .-OZO mQ� _ -�_ - -- - - - - -- - -- - -- Ln C6 CQ (D — - -- _ _ = - - -- - -- -- - -- - - -- - -- - - -- - - -- - — rn - �Z �U> -H � > o F- O C/O 7 _z LAKE #1 2.,38q NORMAL POOL 50, ELEV. =903.5 1.597 2 "RCP `7 12 ^RCP 30' `---' 0.80% 120 0.80% 12 "RCP 12 "RCP W 00 � C7 �z HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. LAKE #1 NORMAL POOL ELEV= 903.50 r, li W / 141ST STREET EX, BEEHIVE INLET J SCALE: 1')-50) MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLAiiON OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVIi;E LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. Z — > 1-- 00 W W W 00 00 t� �f° Lit �/ W C :) CD co4MM = ON C--4 N Z W N � ^ rn z z CD W o x� x m01`7� WZW O Cn F-ZZZ OCD OG�� CD O N - -- Zp �U» X000 CD C./)F -zZ X�C77Q)� rnzz0 CONCRETE CRADLE REQUIRED 125' ..;.:...: . 0.86 12 "RCP 30' 13Q' 0.80% 0.697 15 "RCP STORM SEWER PROFILE 12 "RCP O M "i cy-, ZZZ w rn N O � O of ri F— z 01 LAKE #1 a NORMAL POOL ELEV. =903.5 I I 0 0.35% 0.35 -� j 12 "RCP 12 "RCP L J — w z DEBRIS GUARD—/ '-- REQUIRED. SEE 3�: Ln DETAIL D12/C803 C„ wz Existing Grade New Grade H ORZ.: 1"=50 SCALE: _ » VERT.. 1 —5 Q 0 O F-- 93511 930 II 925 1 �u 91511 91011 90511 0 N J W U- U Z Cn J O W U U > m ►- z o' J J Z n Uj .o 0 O o W U Z � W � U Z O � V Q Mz H Li z 5 Ld LO 0 < o � Z rn O co O w o 0 .-- CV 0 S6 - ��GISTER�O N0. 920350 ?� STATE OF O -- /ONA1- ��•�``` DATE: 09/22/05�� THIS DRAWING AND THE IDEA,6. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDFR CORP. (2005) • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w �� CD 0 �R' Q � Q O �-1 w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C CD(DC5 LAKE #1 2.,38q NORMAL POOL 50, ELEV. =903.5 1.597 2 "RCP `7 12 ^RCP 30' `---' 0.80% 120 0.80% 12 "RCP 12 "RCP W 00 � C7 �z HOLEY MOLEY SAYS "DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. LAKE #1 NORMAL POOL ELEV= 903.50 r, li W / 141ST STREET EX, BEEHIVE INLET J SCALE: 1')-50) MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLAiiON OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVIi;E LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. Z — > 1-- 00 W W W 00 00 t� �f° Lit �/ W C :) CD co4MM = ON C--4 N Z W N � ^ rn z z CD W o x� x m01`7� WZW O Cn F-ZZZ OCD OG�� CD O N - -- Zp �U» X000 CD C./)F -zZ X�C77Q)� rnzz0 CONCRETE CRADLE REQUIRED 125' ..;.:...: . 0.86 12 "RCP 30' 13Q' 0.80% 0.697 15 "RCP STORM SEWER PROFILE 12 "RCP O M "i cy-, ZZZ w rn N O � O of ri F— z 01 LAKE #1 a NORMAL POOL ELEV. =903.5 I I 0 0.35% 0.35 -� j 12 "RCP 12 "RCP L J — w z DEBRIS GUARD—/ '-- REQUIRED. SEE 3�: Ln DETAIL D12/C803 C„ wz Existing Grade New Grade H ORZ.: 1"=50 SCALE: _ » VERT.. 1 —5 Q 0 O F-- 93511 930 II 925 1 �u 91511 91011 90511 0 N J W U- U Z Cn J O W U U > m ►- z o' J J Z n Uj .o 0 O o W U Z � W � U Z O � V Q Mz H Li z 5 Ld LO 0 < o � Z rn O co O w o 0 .-- CV 0 S6 - ��GISTER�O N0. 920350 ?� STATE OF O -- /ONA1- ��•�``` DATE: 09/22/05�� THIS DRAWING AND THE IDEA,6. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDFR CORP. (2005) • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w �� CD 0 �R' Q � Q O �-1 w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C CD(DC5 CONCRETE CRADLE REQUIRED 125' ..;.:...: . 0.86 12 "RCP 30' 13Q' 0.80% 0.697 15 "RCP STORM SEWER PROFILE 12 "RCP O M "i cy-, ZZZ w rn N O � O of ri F— z 01 LAKE #1 a NORMAL POOL ELEV. =903.5 I I 0 0.35% 0.35 -� j 12 "RCP 12 "RCP L J — w z DEBRIS GUARD—/ '-- REQUIRED. SEE 3�: Ln DETAIL D12/C803 C„ wz Existing Grade New Grade H ORZ.: 1"=50 SCALE: _ » VERT.. 1 —5 Q 0 O F-- 93511 930 II 925 1 �u 91511 91011 90511 0 N J W U- U Z Cn J O W U U > m ►- z o' J J Z n Uj .o 0 O o W U Z � W � U Z O � V Q Mz H Li z 5 Ld LO 0 < o � Z rn O co O w o 0 .-- CV 0 S6 - ��GISTER�O N0. 920350 ?� STATE OF O -- /ONA1- ��•�``` DATE: 09/22/05�� THIS DRAWING AND THE IDEA,6. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDFR CORP. (2005) • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w �� CD 0 �R' Q � Q O �-1 w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C CD(DC5 Existing Grade New Grade H ORZ.: 1"=50 SCALE: _ » VERT.. 1 —5 Q 0 O F-- 93511 930 II 925 1 �u 91511 91011 90511 0 N J W U- U Z Cn J O W U U > m ►- z o' J J Z n Uj .o 0 O o W U Z � W � U Z O � V Q Mz H Li z 5 Ld LO 0 < o � Z rn O co O w o 0 .-- CV 0 S6 - ��GISTER�O N0. 920350 ?� STATE OF O -- /ONA1- ��•�``` DATE: 09/22/05�� THIS DRAWING AND THE IDEA,6. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDFR CORP. (2005) • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w �� CD 0 �R' Q � Q O �-1 w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C CD(DC5 H ORZ.: 1"=50 SCALE: _ » VERT.. 1 —5 Q 0 O F-- 93511 930 II 925 1 �u 91511 91011 90511 0 N J W U- U Z Cn J O W U U > m ►- z o' J J Z n Uj .o 0 O o W U Z � W � U Z O � V Q Mz H Li z 5 Ld LO 0 < o � Z rn O co O w o 0 .-- CV 0 S6 - ��GISTER�O N0. 920350 ?� STATE OF O -- /ONA1- ��•�``` DATE: 09/22/05�� THIS DRAWING AND THE IDEA,6. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDFR CORP. (2005) • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering w �� CD 0 �R' Q � Q O �-1 w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C CD(DC5 DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C601 XREF: R: \5K \5076 \001 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: (C CD(DC5 \\ 1\ I I I I I MATCH LINEI �. .r ( I I 11 tiI <_.. +.sL. Ia. [1J�.. &— ,�.tc1..aL.LE S.,.�:,�..,N_L -.._ ,! . � ..t i. `k ..... ... :. .:: .. r':� .. -, , • _..,. .. _ _. II SEE SHEET C702 II w II II II II I II J I iilli III III IIII I i I l I, 16 ,3 WATERMAIN 1 1 15 1 1 1 1 8 I; I , _�� // IIII 11 1 II 1 I IIII \ I I . __� IIIIiI 1111111 11111 1 Ill I --------- - - - --f { i ; ' 1 IIII l ll ll 111 — _ � � F SE TI O N I I I E 1 I IIII ►III /�/ URP/ 73 — . . -/ .:i :AI � I I i :- 1 f I I I L .,i , , . + 4 _ - . s I � I . I I I I I - z .� 1I I.I r/ / _ m iF— , 1 I I 1 i I 1 _ \ .: II I I I 1 I i a / \ Ii _ I II i I i II .I I I 1 1 1 i . •\.,A-.t . / . / . — r �` t ' tt � } _ i - . /l `. . _l /� 2_ / w � �• / /` - /_ l , / / / � . .I � / . . # ✓ / / -v E. . , .. / ^.// _/ a / ._ / �W r / � .1 , /I / f /Y , l . /.'/. ; :. , //f - � , ' � / /1 / � _ ./ / r 1. - rS / . d ` // 1 / l/ s / ._ // // / I / -// . 1 / . . / ' . / a / r _ / e -„ / l . a /S l/ , + . / l-f , / /. / r � F / / �/ ., / / 1 / / / /_ ./ /. ./ . � /. a . // /./ ./,. _ ,_ / / 3 / / / a n/ . / l / . �. - /, / ,�i . i, "./ a./ - .r— 3- _ `« , • — 4 . , . . ../ n.— .i .- . . . t/ — „ — . .rLi .-/ r 1uI..3 y - . . .. , . _ , ' . l ti i . W s 4at ti , .1 : . / . z*„,r .ry . , ... a” / s1 . - 7.- . _ . I I I I I ` " O / � _ ', - ! -/ ,ar . .� / _t / z .J . . / .P = _ I I I —e ,/ a ./ . - , - - + r 4 / / , _ . .. / « ' w_ , . , 'a .. _ .^. r x . A ' �,./ / - { I I I I 4 .° c/ T l l / / .- -1 . r b / / f 3F ' / �I I � — - f - '. t 1 rF -' '. • - I I � F � / / / T - - \ / / 4 ..°'�. '.. -1 n . P j . . -{ � .y _- — - � s - _, .I x. � - . h .I- . r ) 3 � �— / .: ' ,_ / .1 r - - .. - S 4 :/ y / - - r; . t -_ v � _ ei [ _.. "... Ti� - -(( .. ^ I I • - t .� tI 1 tet W r J- ,.. a, . t,f�•k . / r C I I . J 1 � . �I % � I I I Q -- / iI � I — IYI I I lVti — — I I I I-1 v I I � , '+I I ' - ;I I ; , - )`� - -_ J a - - 1 - - ;_ 1 T II I 1 = - _-1 -, 1 {'; I ' I i I , I ; i + , I � _ ./ 1 , — . f . 7 f ./ T. . N ._ _- _ .._'- t : . . . . h. - ..1 - , ,r •�_ - / - � i ' — — f r .. . F/ x 1•` 3 : 4r sil ° p +1 frz ';�1 v1,1 . 'a.• '- - , - I I I I I .d-, - >'i ~h - - t� '. ,Y e .i T ' Y ?N x.- , 5 f . .r , l7 t' . . �, n a 1r. _ . i ? . . , w ' 2 1 �S•s. � .^ rs. -s - ,_ �> r 3i Y s , : � � 5 , '. X' - r,,G / - a - . - x_. ' f-7. ,:• t t ' , t �, / -s"' . / , ' ,A ` - v.S/ ` t •/ 'i., I 1 I I -I– 17 1 1 fI i / I I ; i + " _ - / yG s. - _ -- - - - • I . lI CI T - - • "_ !ries, -? - F IR.£ sf E '$ r a�- * r —H Yg- -- - T xD+ e R. — AT N- :S - T . T 14 WATER SERVICE LINES — I � FIRE HYDRANT M A 'L 3R''. ' Ki 11 11 •_ E - L R- S STUBS SHALL BE MARKED , TO BE INSTALLED IN WI A 6 PIECE OF PVC PAVEMENT PERPENDICUL- - A PIPE TYPICAL PAINTED 0 HYDRANT (TYPICAL) 1 BLUE 8' BEHIND SIDEWALK - FIRE HYDRANT / 18 13 cv TEMPORARY O 0 FIRE HYDRANT - C", Cn k. w Ld - --- 8" WATERMAIN - L.; / ! #`R I i I 4_ 1I I I i 1 ( I { � * :-E $ - � F►��>?*QGrk E �r — _S,>- x es n < T . . s k . � � ' . 1 j ,Y : 'I I , : _ F-- — � \ - 4 \ } \ °1 CARLOW RUN 12 FIRE HYDRANT 1 J- LINE "D" - 3 8 GATE VALVE—" WATER SERVICE LINES 8" GATE VALVE SHALL BE MARKED $ , WATERMAIN T T 8 GATE VALVE 20 WITH A 6 PIECE OF PVC I 1 8 2 GATE VALVE PIPE (TYPICAL), PAINTED BLUE, 8 BEHIND SIDEWALK FIRE HYDRANT COMMON / a AREA 10 AEAI C-) LAKE #1 ° FIRE HYDRANT MARKER w = 903.50 LLj TO BE INSTALLED IN CY-1 PAVEMENT PERPENDICU AR ... Q LLJ � t 7� ( ) FIRE HYDRANT 4 I o FIRE HYDRANT 8" GATE VALVE / COMMON AREA „ E , — — — — E WESMU R PHY HALL CIRCL 8 " WATERMAIN IIL�l _110 "C„ LINE W 8 GATE VALVE �7 8" WATERMAIN 8" GATE VALVE COMMON AREA » A » 8 WATERMAIN-1 EXISTING FIRE HYDRANT 7 8" GATE VALVE EXISTING � n 12" x 8" TAPPING TEE FIRE HYDRANT EXISTING TO BE RELOCATED FIRE HYDRANT - O — W J W W W W . . . . . . . . . . . . . . . . . . . . . . . _4 - - - - . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .; - -.. . : .. . . . . . . i \ \ � °�- ...... '-� .. EXISTING 12 WATERLINE \�- EXISTING 12" WATERLINE E 141 ST STREET _ TE LINE fra 1101:80111 11131=1 11 NEW SANITARY SEWER NOTES: 3. POST -CAPS OR EQUIVALENT ARE REQUIRED ON °��_•� EXISTING SANITARY SEWER ALL WATER VALVE INSTALLATIONS. — �- — NEW STORM SEWER 4. NO WATER VALVES WILL BE PERMITTED BETWEEN �° - -- EXISTING STORM SEWER THE CURBS. __ IV - EXISTING WATER MAIN W NEW WATER MAIN WITH VALVE AND 1" SERVICE LINE TO EACH LOT NEW FIRE HYDRANT ASSEMBLY W/6 , GATE VALVE AND TEE —0--- FIRE HYDRANT MARKER NOTES: 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48 ". 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL - THREAD. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE, PAINTED BLUE. 9. ALL SERVICE LINES SHALL BE 1" COPPER. 10. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. 11. ONLY MULLER HYDRANTS WILL BE INSTALI -ED. IMMIRN cW WIM n 1W INA BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT NOTE: THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR L.SIDEWALKS. NOTE: FOR WATERMAIN DETAILS SEE SHEET C703. HOLEY MOLEY SAYS "DON'T DIG BLIND In "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800 - 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1 " =50' w w �w w�N 5 z Cn QZ ono � w oQF-- =ujz a� J a- �V� In goo O v z W � w Z J w QQz onLi W —� Q wUj00 0 zoo oNz w 5 LU o� � N tD N 000 CL w N •�``%, 0 CRo'`''''. -s No." 920350 STATE OF IVDIANP NAL ��Irlll►�� DATE: 09/22/05 THIS DRAWING AND THE IDEAb61 . DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C701 XREF: 001BS XREF: 002BS Z SHEET NO.: (C 7(0 n O N ~ F� w w � w Q w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K \5076 \001 \DWGS \C701 XREF: 001BS XREF: 002BS XREF: 5076001S SHEET NO.: (C 7(0 n BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION 911.98 FT NOTE: 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48 ". 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL - THREAD. 3. POSI -CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE, PAINTED BLUE. 9. ALL SERVICE LINES SHALL BE 1" COPPER. 10. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. 11. ONLY MULLER HYDRANTS WILL BE INSTALLED. 37 1 38 39 TEMPORARY I I g WATERMAIN 8° GATE VALUE FIRE HYDRANT _� w�r�� /36 I I 35 34 1A R SERVICE LINES I ( FIRE HYDRANT MARKERS STUBS SHALL BE MARKI[D I TO BE INSTALLED IN WITH A 6' PIECE OF PVC ! PAVEMENT PERPENDICULAR PIPE (TYPICAL), PAINTED ( TO HYDRANT (TYPICAL) BLUE, 8' BEHIND SIDEWALK I I ! \ I I \ I ! \ I I � I \ I \ I ! � I I \ 6" WATERMAIN / y _ TEMPORARY — \ ! FIRE HYDRANT TULLAMORE COURT - -_ - -- ------ I IIII( LINE "G" \ i / / I FUTU I ECTION 2 ! MU PWY MALL I ! / I ------------- - - - -�7 t / l I 24 / ( I / I ! / I ! ,/ I ► 23 r %\ \\ \ I 22 1 \ I i ITCH LINE M _ _ I ..- • �- .,`.'o��,z.� s�•'.�- i,'i;� �'•,•- ham-.,. sf�.�:Yd:3.c2� ::L,�.i:�7,_�.a,?:, � •�,��.:.. �.�f- .s�::1a.._.`..a�- ;�.::1 \ SEE SHEET C701, ' TEMPORARY e E HYDR _ � I ! I 8" WATERMAIN ° { ° 40 ! �w t IM I U =I I 8" GATE VALVE I I �i 8" WATERMAIN--\ In I' I I 4 I 1' I I I' I � 1' I !I I III I I i I Z I � 0 I ca LLI r--- T- I 33 FIRE HYDRANT l ! 8" WATERMAIN ! i .. .......... -- __ - - - - -- I - -2�11 I \\ \ ry IIr 1 \ mac= TEMPORARY FIRE HYDRANT if. iz IRE \\ \ I I I� . IED III Ito I \ \\\\ \ \ \\\ \ I I I is L II \ \ \\ \ \\ \ \\ \ I l I ! i --- - - - - -- — - - -- �-( I ► lip 1... _�_� I� . I I II III I III !! I I I l fa 32 ! ! I II III ! Illll I 111 ! !`may h� I I l o UT E �, ON 1 I I ! l�l o I I 111 I I I� 1Elf MURPHY IHALL I ! ! ! II III ! 11111 I I ! .• II .. � 31 o �.- ! I II I II I III ►! ( I I ! ► l I� .� . I I I !1111 ! Illll I 111 I I I !IIII I VIII I II I I `8 x 6 REDUCER I I II I II I II I II I III 1 Imo` ! 6" VALVE ! I ! F: ! ! I I II I II I II I II I t l I pp . 30 I I I II III I VIII I ! �� IIII . I I II !II I Hill I I I I VIII I VIII I III I I min ! ! ! !! !II I Hill I I I ! I I- III 29 I I ! ! I I III I I lull l III II I I I I �� I ! ! TEMPORARY ! I I ! l ! I II I II I II (ll FIRE HYDRANT FIRE HYDRANT 27 28 I I m "Yra i yc f'.;i -rY* %s_- ::�..i,� � s � . �l t•�, t: r't: 111 G ' ' } I �y .. ... ..... . I. LI I I I ti's 8" WATERMAIN ( I I w I 25 t I 26 Ia l ! ( l I 8 WATERMAIN WATER SERVICE LINES STUBS SHALL BE MARKED Q M, I I l WITH A 6' PIECE OF PVC I I I = - }_ PIPE (TYPICAL), PAINTED I I �'-' I I I ={ LK L ' 8 BEHIND SIDEWALK ' = I I BLUE, _— �— I � -' I l !js MONAGHAN PLACE LINE "E" ---- ---- -- - - - - - -- ------- ____ -- T r z Y. C. r x HOLEY MOLEY SAS " DON'T NOTE: THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. DIG BLIND ITS THE LAW M 1 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 I CALL TOLL FREE LAW IT INDIANA AGA NSTSTHE LAW TO EXCA A9TE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND » > LOCATION SERVICE TWO (2) WORKING SCALE. 1 -50 M A VC1 nrrn � nr f%nimcktmo wnov 0 w V) 5 w w Uj 5 z 0-- Q o� Uj¢Q o� oZj J Cn V� CO z 0 U O Q V U3 <o� z w w ~o CM J¢ z o :2 �U� En W co 0 zo o o N z W oZ °orf U-) � o � � N zoo O V � w0-a �.= N C RO'''''B No. 920350./P_ STATE OF = /4NAL ECG``• DATE: 09/22/055 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering NLVV JAM I AMT JtVVC.R 07/01/05 EXISTING SANITARY SEWER — -e- — NEW STORM SEWER PRC EXISTING STORM SEWER SHEET TITLE: EXISTING WATER MAIN W ---- NEW WATER MAIN WITH VALVE AND 1" SERVICE LINE TO XREF: 001BS EACH LOT XREF: 5076001S NEW FIRE HYDRANT ASSEMBLY W /6" GATE VALVE AND TEE FIRE HYDRANT MARKER NOTE: 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48 ". 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL - THREAD. 3. POSI -CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE, PAINTED BLUE. 9. ALL SERVICE LINES SHALL BE 1" COPPER. 10. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. 11. ONLY MULLER HYDRANTS WILL BE INSTALLED. 37 1 38 39 TEMPORARY I I g WATERMAIN 8° GATE VALUE FIRE HYDRANT _� w�r�� /36 I I 35 34 1A R SERVICE LINES I ( FIRE HYDRANT MARKERS STUBS SHALL BE MARKI[D I TO BE INSTALLED IN WITH A 6' PIECE OF PVC ! PAVEMENT PERPENDICULAR PIPE (TYPICAL), PAINTED ( TO HYDRANT (TYPICAL) BLUE, 8' BEHIND SIDEWALK I I ! \ I I \ I ! \ I I � I \ I \ I ! � I I \ 6" WATERMAIN / y _ TEMPORARY — \ ! FIRE HYDRANT TULLAMORE COURT - -_ - -- ------ I IIII( LINE "G" \ i / / I FUTU I ECTION 2 ! MU PWY MALL I ! / I ------------- - - - -�7 t / l I 24 / ( I / I ! / I ! ,/ I ► 23 r %\ \\ \ I 22 1 \ I i ITCH LINE M _ _ I ..- • �- .,`.'o��,z.� s�•'.�- i,'i;� �'•,•- ham-.,. sf�.�:Yd:3.c2� ::L,�.i:�7,_�.a,?:, � •�,��.:.. �.�f- .s�::1a.._.`..a�- ;�.::1 \ SEE SHEET C701, ' TEMPORARY e E HYDR _ � I ! I 8" WATERMAIN ° { ° 40 ! �w t IM I U =I I 8" GATE VALVE I I �i 8" WATERMAIN--\ In I' I I 4 I 1' I I I' I � 1' I !I I III I I i I Z I � 0 I ca LLI r--- T- I 33 FIRE HYDRANT l ! 8" WATERMAIN ! i .. .......... -- __ - - - - -- I - -2�11 I \\ \ ry IIr 1 \ mac= TEMPORARY FIRE HYDRANT if. iz IRE \\ \ I I I� . IED III Ito I \ \\\\ \ \ \\\ \ I I I is L II \ \ \\ \ \\ \ \\ \ I l I ! i --- - - - - -- — - - -- �-( I ► lip 1... _�_� I� . I I II III I III !! I I I l fa 32 ! ! I II III ! Illll I 111 ! !`may h� I I l o UT E �, ON 1 I I ! l�l o I I 111 I I I� 1Elf MURPHY IHALL I ! ! ! II III ! 11111 I I ! .• II .. � 31 o �.- ! I II I II I III ►! ( I I ! ► l I� .� . I I I !1111 ! Illll I 111 I I I !IIII I VIII I II I I `8 x 6 REDUCER I I II I II I II I II I III 1 Imo` ! 6" VALVE ! I ! F: ! ! I I II I II I II I II I t l I pp . 30 I I I II III I VIII I ! �� IIII . I I II !II I Hill I I I I VIII I VIII I III I I min ! ! ! !! !II I Hill I I I ! I I- III 29 I I ! ! I I III I I lull l III II I I I I �� I ! ! TEMPORARY ! I I ! l ! I II I II I II (ll FIRE HYDRANT FIRE HYDRANT 27 28 I I m "Yra i yc f'.;i -rY* %s_- ::�..i,� � s � . �l t•�, t: r't: 111 G ' ' } I �y .. ... ..... . I. LI I I I ti's 8" WATERMAIN ( I I w I 25 t I 26 Ia l ! ( l I 8 WATERMAIN WATER SERVICE LINES STUBS SHALL BE MARKED Q M, I I l WITH A 6' PIECE OF PVC I I I = - }_ PIPE (TYPICAL), PAINTED I I �'-' I I I ={ LK L ' 8 BEHIND SIDEWALK ' = I I BLUE, _— �— I � -' I l !js MONAGHAN PLACE LINE "E" ---- ---- -- - - - - - -- ------- ____ -- T r z Y. C. r x HOLEY MOLEY SAS " DON'T NOTE: THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS. DIG BLIND ITS THE LAW M 1 2 WORKING DAYS BEFORE YOU DIG 1- 800 -382 -5544 I CALL TOLL FREE LAW IT INDIANA AGA NSTSTHE LAW TO EXCA A9TE ASSUMED NORTH WITHOUT NOTIFYING THE UNDERGROUND » > LOCATION SERVICE TWO (2) WORKING SCALE. 1 -50 M A VC1 nrrn � nr f%nimcktmo wnov 0 w V) 5 w w Uj 5 z 0-- Q o� Uj¢Q o� oZj J Cn V� CO z 0 U O Q V U3 <o� z w w ~o CM J¢ z o :2 �U� En W co 0 zo o o N z W oZ °orf U-) � o � � N zoo O V � w0-a �.= N C RO'''''B No. 920350./P_ STATE OF = /4NAL ECG``• DATE: 09/22/055 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 z DRA WN B Y: H KED BY: C EC PRC CC J SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K \5076 \001 \1DWGS \C701 XREF: 001BS XREF: 002BS XREF: 5076001S SHEET NO.: C) O Q �Q w z w Q w DATE: PROJECT NO.: 07/01/05 5076.001 DRA WN B Y: H KED BY: C EC PRC CC J SHEET TITLE: WATER DISTRIBUTION PLAN DRAWING FILES: R: \5K \5076 \001 \1DWGS \C701 XREF: 001BS XREF: 002BS XREF: 5076001S SHEET NO.: WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications and architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, annealed K copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper or cast bronze with solder joints. Solder shall be of a composition recommended by the manufacturer of the fittings. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming to AWWA Specification C -500. They shall open in the some direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type, cast iron, adjustable shat boxes, having a minimum shaft diameter of 5 -1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or tapping saddle. Water service lines should be marked on curbs with a stamped "W ", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottom The bottom quadrant of the pipe shall be fully and uniformly supported. Fhe full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. For a depth of at least 12 inches above the top of the pipe backfill with granular material free from large stones, roots or frozen clogs. Tamp this backfill thoroughly taking care not to disturb the pipe. Backfill under walks, parking areas, driveways and streets with granular material only and tamp thoroughly, by approved methods. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system unti; the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. I. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in some trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. 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 contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. MINIMUM 0. D. + 1' -0" Final Backfill PRESSURE PIPE JOINT RESTRAINT - Final backfill for water mains and water service laterals under \ \\ OUTSIDE FACE AREA and within 5 —feet of pavement shall be B— Borrow for Structure \\ JCC SIZE OF RUN 20" OR 16" Backfill meeting the material requirements of the INDOT and / \\ DEGREE OF BEND • 6 8 shall be compacted in 6 —inch maximum lifts to not less than / \\ 20" 24" 95% Standard Proctor Density fcr the entire depth of the 90', TEE & PLUG 27' material placed. The backfill for the top 6— inches of the \\ 42' 50' excavation below the start of the aggregate subbase of the / \\ shall be No. 53 Stone 65' 73' pavement meeting the material 95' 115' requirements of the INDOT and shall be compacted to not less �\ than 95% Standard Proctor 7' 9' Density. If the standard practice of \\ 13' 15' the utility that has jurisdiction over the installation has a more / \\ 19' 21' stringent final backfill requirement, the more stringent \\ 29' 22-1/2" requirement shall govern. 4' 5' 1 O. D. OF j\\ \' 7' 8' WATERMAIN 10' 12' 14' 1 1 -1 /4" 2' 2' 3' Y. 4' 4' SAND BACKFILL REQUIRED 5' ` 7' TO 12" ABOVE TOP OF PIPE DIG OUT EACH JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN INSTALLATION- FIT11NG TO SUIT —\ NOTE: BEMDS & FITTINGS AS REQUIRES. (SEE WATER MAIN PLANS) �—EXISTING MAIN TYPICAL CONNECTION TYPE "B" TYPICAL UTILITY CROSSING FITTING TO SUIT USE TAPPING SLEEVE & VALVE FOR CONNECTIONS UNDER PRESSURE EXISTING MAIN CONNECTION. TO EXISTING MAIN- RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. CITY OF CARMEL STANDARD DETAILS JOINT RESTRAINT TABLE DRAWN BY: DATE: MARCH 2001 SCALE: NOT TO SCALE JONES & HENRY DRAWING NAME: CW10 ENGINEERS, INC. I I'M I ITV r.rr1JrLIT TYPICAL SECTION — HYDRANT 8c MAIN LOCATION SET TOP FLUSH WITH FINISHED GRADE ADJUSTABLE VALVE BOX POSI —CAPS OR EQUAL REQUIRED FOR ALL VALVES GATE VALVE AND BOX- OUTSIDE FACE AREA NOT LESS THAN •C• VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4- BENDS. OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN PLAN 45' BENDS IN TABLE FOR 90' & PLAN STRAP IRON ANCHORS 2' WIDE x 1/2" THICK 3/4 "x18" I I I ANCHOR BOLTS + ° o (4 REQ'D) _I TZ" ° 5" DIAM. WASHER, 1" THICK =I I I =I I I_I I I =I ANCHOR BLOCK TO BE OF CLASS "B" CONCRETE OUTSIDE FACE AREA AS NOTED DOWNWARD BEND IN TABLE. SECTION "C —C" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. PLAN SECTION "D —D" N OTE: KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMFNSIMI; SHnwm w nuc nrTA11 BLOCKING FOR PLUGS & BENDS PRESSURE PIPE JOINT RESTRAINT TABLE 5076.001 OUTSIDE FACE AREA LENGTH OF PIPE TO BE RESTRAINED IN EACH DIRECTION FROM 1/4" BEND BASED ON 150 PSI TEST PRESSURE JCC SIZE OF RUN 20" OR 16" SIZE OF BRANCH 1A DEGREE OF BEND • 6 8 10 12" 14" 16" 18" 20" 24" 30" 90', TEE & PLUG 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2" 3' 4' 5' 1 6 7' 8' 9' 10' 12' 14' 1 1 -1 /4" 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. CITY OF CARMEL STANDARD DETAILS JOINT RESTRAINT TABLE DRAWN BY: DATE: MARCH 2001 SCALE: NOT TO SCALE JONES & HENRY DRAWING NAME: CW10 ENGINEERS, INC. I I'M I ITV r.rr1JrLIT TYPICAL SECTION — HYDRANT 8c MAIN LOCATION SET TOP FLUSH WITH FINISHED GRADE ADJUSTABLE VALVE BOX POSI —CAPS OR EQUAL REQUIRED FOR ALL VALVES GATE VALVE AND BOX- OUTSIDE FACE AREA NOT LESS THAN •C• VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4- BENDS. OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN PLAN 45' BENDS IN TABLE FOR 90' & PLAN STRAP IRON ANCHORS 2' WIDE x 1/2" THICK 3/4 "x18" I I I ANCHOR BOLTS + ° o (4 REQ'D) _I TZ" ° 5" DIAM. WASHER, 1" THICK =I I I =I I I_I I I =I ANCHOR BLOCK TO BE OF CLASS "B" CONCRETE OUTSIDE FACE AREA AS NOTED DOWNWARD BEND IN TABLE. SECTION "C —C" OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. PLAN SECTION "D —D" N OTE: KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMFNSIMI; SHnwm w nuc nrTA11 BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE 20" 5076.001 OUTSIDE FACE AREA SO. FT. JCC SIZE OF RUN 20" OR 16" SIZE OF BRANCH 1A OUTSIDE FACE AREA (SO. FT.) 1 PLUG 16 90' BEND 25 45' BEND 14 22 1/2' 7 11 1/4' 4 16" 12 16 9 5 3 12" 7 9 5 3 2 10 o 5 10" 4 7 4 2 1 12° OR LESS 1" 8" 3 5 3 2 1 6" 2 3 2 1 1 4" 2 3 2 1 1 nFTAII — r.nmr_RP-TP• Qi r)r vit\ir_% �GISTEj�io �. N0. 920350) .',Q-Z7 �7�0_ STATE OF �NDIANP. %S70NAL DATE: 09/22/055 THIS DRAWING AND THE IDEAe, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01 /05 5076.001 DRAWN BY: CHECKED BY. PRC JCC SHEET TITLE: WATER DISTRIBUTION DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C703 SHEET NO.: (C7(CD3 I� a OT, o z W w O V 1 Q w Q W DATE: PROJECT NO.: 07/01 /05 5076.001 DRAWN BY: CHECKED BY. PRC JCC SHEET TITLE: WATER DISTRIBUTION DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C703 SHEET NO.: (C7(CD3 Tap Soil 'T Compacted Ecckfil{ 24� 9- 'L� Slope 4 /ft. �, . Class "A" Concrete NOTES: FACES MAY BE BATTERED To FACILITATE SLIP FORMJNG, CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 1 = 1' -fl• CITY OF CARMEL STANDARDS COMBINED CONCRETE CURB & GUTTER (TYPE III) REVISE D FIGURE. 10--12 f STOP Sign (R1 -1) YIELD Sign (R1 -2) YIELD _ L R1 -1 RI -2 30'x30' 30 "x30 "x30' SPEED LIMIT Signs (R2 -1) SPEED R1 -4 , LIMIT 12 -1 " 18 x6 24 x30 M 25 RI--3 12' x 6' NOTES: 1.) Signs shall be siTC,le faced with EngW. Bering Grade reflectorized sheeting on 0.080' thick aluminum sheet material per 1N. OT Standard Specifications 91210. 2) Posts shell be 11' -0• long, 3 lb/ft green painted or galvanized channel sign post per 1NOOT Standard Specification 909.14. 3.) Al sign sizes, shapes, cDlols and material shun meet the Indiana Manuel on Uniform Traffic Controi Devices. TYPICAL SUBDIVISION REGULATORY SIGNS NO SCALE HAMILTON COUNTY HIGHWAY DEPARTMENT f REVISED: Y STANDARD PLAN RECOMENOED: a'� _. E 93 NASaLTtlH ODUH(1•' TJ1c>HEi31 S-1 . APPROVED: KML19N C RATTY 01KC109 DATE - 3 LOS./TT. GREEN PAINTED OR GALVANIZED CHANNEL SLGN POST PER STANDAR0 SPECS SEC. 909.1E�a? Om O r aAlxTal >+0 aaucroa � o O ' I O O ' � / u O / i z W CRIV N OR SET RI �-- - --"" . ..... . E f I . c COVPACTED 8ACKR L h NO SCAt.E .. .'... ..:I y c MOTES: 1. Mine (9) red deflectors are 10 be mcunted syrnmetricoliy an an 18 -inch diomcnd red panel. 2. Three (3) End --of -Road markers ore to be pieced at each location. Markers are to be set evenly across the width of the road. END OF ROAD MARKERS HAMILTON COUNTY HIGr,IWAY DEPARTMENT ,. I1, o REVSED:�_ RECaMENDED; --•-- ig� STANDARD PLAN HAUtroH cw1Tr � ,. APPROVED: Kwli DRECrtR OArE Top Soil Li Z Z z 4 z W Low Point �w z y• y c 6' -0" BETWEEN c �x \x cr� W � �< 7 Compacted �j Backf;if --- �'��r: ��t I1, o p Class "A Concrete a - ` W U U) L J JOINTS SHALL BE TOOLED > > a a- 0 V V) O kz He ", N, ..� 0 IMM& I '- •Compocted 5ubgfode Born or Aggregate: 24" Minimum - NOTES: INTEGRAL CURB WITH, CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES. DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 11"!F= CITY OF CARMEL. STANDARDS CONCRETE ROLL. CURB & GUTTER REVISED - FIG UR lo -lo Earth Or Sidewolk SL;rfcce 7 Concrete Curb Or Curb Gutter b8 Washed Aggregate �o PIPE UNDERDRAIN (Typical InstolloGons) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906.17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1 "= CITY OF CARMEL STANDARDS SUBSURFACE DRAIN REVISED- -r---- FIGURE 5'- 0" MIN. 1' TOP SOIL MtN 3° :'''.4" '.y- ,SIDEWALK .' w 7. ': I l I PREPARED SUBGRADE R/W LINE TYPICAL SIDEWALK SECTION NOT TO SCALE THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. `1'7) Z Q SIDEWALK THICKNESS DEEP. a r 48' -0" BETWEEN EXPANSION JOINTS (MAX.) r CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL $ c801 3" to 4" (75mm TO i 00mm) HIGH LETTER T 0 BE STAMiPC' D AS FGILLOIN& S is for Storm Sewer SS is for Sonitary Sewer D is for Subsurfoce or Bose Drain C :s for Conduit G t5 for Gas V1 is for Wafer 4 inch (100 mm) NO SCALE NOTES: 1. Curb to be stomped at e11 locations where ony of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible, 3. Stomp to be a minimum of 1/2 inch (10rnrn) deep. CURB STAMP HAMILTON COUNTY HIGHWAY DEPARTMENT , RDASE4: STANDARD PL M4 --- -� -�--- y� Ar� 3 • -[7 -95 APPRavEO: WArm r+ICOMM OVE Adapter Assembly 1 M, n. 6 "x24' Extrud Alurninum With Do-. Green Reflectorized tx Per Standord Spec Sec. 912.10 And a J z 80' RIGHT -OR -WAY 17' 46' BACK TO BACK 17' V1 1 5' 1 ' 2' 14' 2' 10' MEDIAN 2' 14' 2' 11' 5' 1 ' CONC. CONC. WALK 6 CHAIR BACK CURB 6" CHAIR BACK CURB WALK WITHOUT GUTTER WITHOUT GUTTER 2' ROLL CURB 2' ROLL CURB AI �, 1 /4 / FT. SLOPE 1 /4" PER FOOT MIN SLOPE 1 /4" PER FOOT MIN 1/4"/ FT. •' e•e•••e•o •a�0•e�0 •e-0 e.e •e.• -o �e •o.••o •.e• e e '•e•ee•e• a -e.e• e•e •e•••e•e'o•o'••a o•e e•s e•e •a �••�:.. •e. -0• e. •e• -e• :O. :O.e•O• •e •e• :e •e• •O• •.. - e.e• ea •o,e•o:e•O,e -o;a- •e e o 'a.e'e.e'a. s'e.o•e.e•o.e•o. e'o•e•o_ •e . ;e . •e.. e. •e.e e.: .. :. ;.'e 0 •�< rnrs vn.rry v�nr.r riu..�n 10' 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3 HMA 5D BASE 7" #53 STONE (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) ® PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 BOULEVARD C801 9 50' RIGHT OF WAY 30' BACK TO BACK z 1 ' 5' 4' 2' 13' 13' J PROFILE GRADE < CONC. 2 ROLL CURB 2 ROLL CURB ,L WALK SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN oE•.. CD�.K...; •.. s.. a -e;.• .•. •.; •...•... •e.. •e.. •.. a ... . . 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) TYPICAL 30' STREET SECTION 3 C801 PIPE UNDERDRAIN (TYP) SEE DETAIL 10' 2' 4 1 5' 1' z_ J CONC. WALK LL- CD E PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS 0801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. - moo•- � 6 o �T- O 4�. o z� n•L i4 DETECTABLE WARNING ELEMENTS F SETTING BED - CONCRETE ©ASE r- INTEGRAL CURB O White letters With vvnite Coraers - GENERAL NOTES 0.4• -0.9• THESE DWENS:OHS ARE BASED ON A 4 IN. CURB c WGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGITS. O n : WHERE SnE NFEASISLTTY PRECUIDES CONSTRUCTION 0.9• -1.4• TO THE WIDTH SHOWN, SUCH WDTH MAY BE DECREASED TO A MINIMUM OF 3'-0'. SECTION 0-0 Q THE BOTTOM EDGE OF THE CURB RAMP SHALL SE SQUARE PA77M FLUSH " THE EDGE OF ADJACENT PAVUENT PR( ANO GTU UNE TRUNCATED DOMES USED 'IX� D LANSING AREAS AT THE TOP OF CURB RAMPS SHALL IN DETECTABLE WARNINGS HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIEUTY PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DRECTION, TFE DETECTABLE WARNING MCK SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE 3 Ibs /ft, Galvanized ExCEFD 501. rj Channel Sign Post Per IF SITE INFEASBUTY PRECLUDES CONSTRUG110N TO SETTING BED 2 1 StandQrd Specification WIDTH SHOWN, THE LAND�JG MOTH MAY BE SLOPE 1 CONCRETE BASE �--� Sec. 909.14(0) - DECREASED TO 3' -0• MINIMUM. THE RUNNING PAVEMENT 8 SLOPE OF THE CURB RAMP MAY BE STE7IEND TO + } A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH • .. 'kI 1 1 .� '� .'� OF TRAVEL. y r', :' ;• v ° AL(EBRaC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 11[ IF R IS NOT PRACTICAL. A 2'-0• WOE I I Lr� LM STRIP SHALL BE PROVIDED. SEE DUAL SKETCH. 06ven Or Set In SLOPE ys SPA. • 18 - Compacted Bockfiil t•• .•. ,•-� I� � PAVEMENT V CONSTRUCTION OF CURB IF SEPERATED FROM RAMP 1' -6- x 2' -0• CITY CAF CAMAT=I . STANDARDS ALTERNATE CURB CONSTRUCTION STREET NAME SIGNS REVISED FIGURE L110 # /SY BIT SURFACE No. 11, LV 220 #/SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION Aso, 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. GREEN SPACE 8.33 %+ 5%- 13.33%> 11% EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY B �% MAXIMUM 5% MAXIMUM >n E 2' -0' LEVEL STRIP 2' -0• .'..'. • _:.. • ,... • _... • ... • .. .... • _ .. , • .... • • .. EBRAIC DIFFERENCE PROVIDE CURS AS REQUIRED is fix MAY BE MONOLITHIC WITH LEVa.. STRIP. ;t. ` t•. t• ` ` t' ' ` ` l' L'.'.` l'.:` MANGE OF GRADE SIDEWALK � 5' TAPER 1/2" PREFORMED JOINT FILLER N r 2 2• °STANDARD . d • a p'• ,� ROLL' 41 1 J " 5' 0 DETAIL OF RAMP GROOVES 1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 6 0801 HANDICAP RAMP DETAILS k rpni II= .J Q F- W D Q w� 0 -I Q z w 0 rn W 0 z Q J w 0 Lo z O U W Cn 0 U H w w V) 0 W [n 5 w crime o_o C/7 0!� � p W IN1 ! CfRO'''' ,•- .�F,G RFC N0. A20350.� O • STATE OF 4, ////'//S /ONAL DATE: 08/16/05 /x. �'"'• THIS DRAWING AND THE IDEAL' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) II • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O W U r M Z d W C a � U w Q IQ E•--1 E--r W Li Z Z z z W W �w z z 6 6' -0" BETWEEN c cr� W D T I1, o o J TRANSVERSE JOINTS I W U U) L J JOINTS SHALL BE TOOLED > > a a- 0 V V) O OR SAWED JOINTS 1/4 OF 0 �' 0 48' -0" BETWEEN EXPANSION JOINTS (MAX.) r CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL $ c801 3" to 4" (75mm TO i 00mm) HIGH LETTER T 0 BE STAMiPC' D AS FGILLOIN& S is for Storm Sewer SS is for Sonitary Sewer D is for Subsurfoce or Bose Drain C :s for Conduit G t5 for Gas V1 is for Wafer 4 inch (100 mm) NO SCALE NOTES: 1. Curb to be stomped at e11 locations where ony of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible, 3. Stomp to be a minimum of 1/2 inch (10rnrn) deep. CURB STAMP HAMILTON COUNTY HIGHWAY DEPARTMENT , RDASE4: STANDARD PL M4 --- -� -�--- y� Ar� 3 • -[7 -95 APPRavEO: WArm r+ICOMM OVE Adapter Assembly 1 M, n. 6 "x24' Extrud Alurninum With Do-. Green Reflectorized tx Per Standord Spec Sec. 912.10 And a J z 80' RIGHT -OR -WAY 17' 46' BACK TO BACK 17' V1 1 5' 1 ' 2' 14' 2' 10' MEDIAN 2' 14' 2' 11' 5' 1 ' CONC. CONC. WALK 6 CHAIR BACK CURB 6" CHAIR BACK CURB WALK WITHOUT GUTTER WITHOUT GUTTER 2' ROLL CURB 2' ROLL CURB AI �, 1 /4 / FT. SLOPE 1 /4" PER FOOT MIN SLOPE 1 /4" PER FOOT MIN 1/4"/ FT. •' e•e•••e•o •a�0•e�0 •e-0 e.e •e.• -o �e •o.••o •.e• e e '•e•ee•e• a -e.e• e•e •e•••e•e'o•o'••a o•e e•s e•e •a �••�:.. •e. -0• e. •e• -e• :O. :O.e•O• •e •e• :e •e• •O• •.. - e.e• ea •o,e•o:e•O,e -o;a- •e e o 'a.e'e.e'a. s'e.o•e.e•o.e•o. e'o•e•o_ •e . ;e . •e.. e. •e.e e.: .. :. ;.'e 0 •�< rnrs vn.rry v�nr.r riu..�n 10' 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3 HMA 5D BASE 7" #53 STONE (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) ® PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 BOULEVARD C801 9 50' RIGHT OF WAY 30' BACK TO BACK z 1 ' 5' 4' 2' 13' 13' J PROFILE GRADE < CONC. 2 ROLL CURB 2 ROLL CURB ,L WALK SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN oE•.. CD�.K...; •.. s.. a -e;.• .•. •.; •...•... •e.. •e.. •.. a ... . . 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) TYPICAL 30' STREET SECTION 3 C801 PIPE UNDERDRAIN (TYP) SEE DETAIL 10' 2' 4 1 5' 1' z_ J CONC. WALK LL- CD E PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS 0801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. - moo•- � 6 o �T- O 4�. o z� n•L i4 DETECTABLE WARNING ELEMENTS F SETTING BED - CONCRETE ©ASE r- INTEGRAL CURB O White letters With vvnite Coraers - GENERAL NOTES 0.4• -0.9• THESE DWENS:OHS ARE BASED ON A 4 IN. CURB c WGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGITS. O n : WHERE SnE NFEASISLTTY PRECUIDES CONSTRUCTION 0.9• -1.4• TO THE WIDTH SHOWN, SUCH WDTH MAY BE DECREASED TO A MINIMUM OF 3'-0'. SECTION 0-0 Q THE BOTTOM EDGE OF THE CURB RAMP SHALL SE SQUARE PA77M FLUSH " THE EDGE OF ADJACENT PAVUENT PR( ANO GTU UNE TRUNCATED DOMES USED 'IX� D LANSING AREAS AT THE TOP OF CURB RAMPS SHALL IN DETECTABLE WARNINGS HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIEUTY PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DRECTION, TFE DETECTABLE WARNING MCK SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE 3 Ibs /ft, Galvanized ExCEFD 501. rj Channel Sign Post Per IF SITE INFEASBUTY PRECLUDES CONSTRUG110N TO SETTING BED 2 1 StandQrd Specification WIDTH SHOWN, THE LAND�JG MOTH MAY BE SLOPE 1 CONCRETE BASE �--� Sec. 909.14(0) - DECREASED TO 3' -0• MINIMUM. THE RUNNING PAVEMENT 8 SLOPE OF THE CURB RAMP MAY BE STE7IEND TO + } A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH • .. 'kI 1 1 .� '� .'� OF TRAVEL. y r', :' ;• v ° AL(EBRaC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 11[ IF R IS NOT PRACTICAL. A 2'-0• WOE I I Lr� LM STRIP SHALL BE PROVIDED. SEE DUAL SKETCH. 06ven Or Set In SLOPE ys SPA. • 18 - Compacted Bockfiil t•• .•. ,•-� I� � PAVEMENT V CONSTRUCTION OF CURB IF SEPERATED FROM RAMP 1' -6- x 2' -0• CITY CAF CAMAT=I . STANDARDS ALTERNATE CURB CONSTRUCTION STREET NAME SIGNS REVISED FIGURE L110 # /SY BIT SURFACE No. 11, LV 220 #/SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION Aso, 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. GREEN SPACE 8.33 %+ 5%- 13.33%> 11% EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY B �% MAXIMUM 5% MAXIMUM >n E 2' -0' LEVEL STRIP 2' -0• .'..'. • _:.. • ,... • _... • ... • .. .... • _ .. , • .... • • .. EBRAIC DIFFERENCE PROVIDE CURS AS REQUIRED is fix MAY BE MONOLITHIC WITH LEVa.. STRIP. ;t. ` t•. t• ` ` t' ' ` ` l' L'.'.` l'.:` MANGE OF GRADE SIDEWALK � 5' TAPER 1/2" PREFORMED JOINT FILLER N r 2 2• °STANDARD . d • a p'• ,� ROLL' 41 1 J " 5' 0 DETAIL OF RAMP GROOVES 1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 6 0801 HANDICAP RAMP DETAILS k rpni II= .J Q F- W D Q w� 0 -I Q z w 0 rn W 0 z Q J w 0 Lo z O U W Cn 0 U H w w V) 0 W [n 5 w crime o_o C/7 0!� � p W IN1 ! CfRO'''' ,•- .�F,G RFC N0. A20350.� O • STATE OF 4, ////'//S /ONAL DATE: 08/16/05 /x. �'"'• THIS DRAWING AND THE IDEAL' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) II • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O W U r M Z d W C a � U w Q IQ E•--1 E--r W Adapter Assembly 1 M, n. 6 "x24' Extrud Alurninum With Do-. Green Reflectorized tx Per Standord Spec Sec. 912.10 And a J z 80' RIGHT -OR -WAY 17' 46' BACK TO BACK 17' V1 1 5' 1 ' 2' 14' 2' 10' MEDIAN 2' 14' 2' 11' 5' 1 ' CONC. CONC. WALK 6 CHAIR BACK CURB 6" CHAIR BACK CURB WALK WITHOUT GUTTER WITHOUT GUTTER 2' ROLL CURB 2' ROLL CURB AI �, 1 /4 / FT. SLOPE 1 /4" PER FOOT MIN SLOPE 1 /4" PER FOOT MIN 1/4"/ FT. •' e•e•••e•o •a�0•e�0 •e-0 e.e •e.• -o �e •o.••o •.e• e e '•e•ee•e• a -e.e• e•e •e•••e•e'o•o'••a o•e e•s e•e •a �••�:.. •e. -0• e. •e• -e• :O. :O.e•O• •e •e• :e •e• •O• •.. - e.e• ea •o,e•o:e•O,e -o;a- •e e o 'a.e'e.e'a. s'e.o•e.e•o.e•o. e'o•e•o_ •e . ;e . •e.. e. •e.e e.: .. :. ;.'e 0 •�< rnrs vn.rry v�nr.r riu..�n 10' 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3 HMA 5D BASE 7" #53 STONE (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) ® PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 BOULEVARD C801 9 50' RIGHT OF WAY 30' BACK TO BACK z 1 ' 5' 4' 2' 13' 13' J PROFILE GRADE < CONC. 2 ROLL CURB 2 ROLL CURB ,L WALK SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN oE•.. CD�.K...; •.. s.. a -e;.• .•. •.; •...•... •e.. •e.. •.. a ... . . 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) TYPICAL 30' STREET SECTION 3 C801 PIPE UNDERDRAIN (TYP) SEE DETAIL 10' 2' 4 1 5' 1' z_ J CONC. WALK LL- CD E PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS 0801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. - moo•- � 6 o �T- O 4�. o z� n•L i4 DETECTABLE WARNING ELEMENTS F SETTING BED - CONCRETE ©ASE r- INTEGRAL CURB O White letters With vvnite Coraers - GENERAL NOTES 0.4• -0.9• THESE DWENS:OHS ARE BASED ON A 4 IN. CURB c WGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGITS. O n : WHERE SnE NFEASISLTTY PRECUIDES CONSTRUCTION 0.9• -1.4• TO THE WIDTH SHOWN, SUCH WDTH MAY BE DECREASED TO A MINIMUM OF 3'-0'. SECTION 0-0 Q THE BOTTOM EDGE OF THE CURB RAMP SHALL SE SQUARE PA77M FLUSH " THE EDGE OF ADJACENT PAVUENT PR( ANO GTU UNE TRUNCATED DOMES USED 'IX� D LANSING AREAS AT THE TOP OF CURB RAMPS SHALL IN DETECTABLE WARNINGS HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIEUTY PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DRECTION, TFE DETECTABLE WARNING MCK SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE 3 Ibs /ft, Galvanized ExCEFD 501. rj Channel Sign Post Per IF SITE INFEASBUTY PRECLUDES CONSTRUG110N TO SETTING BED 2 1 StandQrd Specification WIDTH SHOWN, THE LAND�JG MOTH MAY BE SLOPE 1 CONCRETE BASE �--� Sec. 909.14(0) - DECREASED TO 3' -0• MINIMUM. THE RUNNING PAVEMENT 8 SLOPE OF THE CURB RAMP MAY BE STE7IEND TO + } A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH • .. 'kI 1 1 .� '� .'� OF TRAVEL. y r', :' ;• v ° AL(EBRaC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 11[ IF R IS NOT PRACTICAL. A 2'-0• WOE I I Lr� LM STRIP SHALL BE PROVIDED. SEE DUAL SKETCH. 06ven Or Set In SLOPE ys SPA. • 18 - Compacted Bockfiil t•• .•. ,•-� I� � PAVEMENT V CONSTRUCTION OF CURB IF SEPERATED FROM RAMP 1' -6- x 2' -0• CITY CAF CAMAT=I . STANDARDS ALTERNATE CURB CONSTRUCTION STREET NAME SIGNS REVISED FIGURE L110 # /SY BIT SURFACE No. 11, LV 220 #/SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION Aso, 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. GREEN SPACE 8.33 %+ 5%- 13.33%> 11% EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY B �% MAXIMUM 5% MAXIMUM >n E 2' -0' LEVEL STRIP 2' -0• .'..'. • _:.. • ,... • _... • ... • .. .... • _ .. , • .... • • .. EBRAIC DIFFERENCE PROVIDE CURS AS REQUIRED is fix MAY BE MONOLITHIC WITH LEVa.. STRIP. ;t. ` t•. t• ` ` t' ' ` ` l' L'.'.` l'.:` MANGE OF GRADE SIDEWALK � 5' TAPER 1/2" PREFORMED JOINT FILLER N r 2 2• °STANDARD . d • a p'• ,� ROLL' 41 1 J " 5' 0 DETAIL OF RAMP GROOVES 1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 6 0801 HANDICAP RAMP DETAILS k rpni II= .J Q F- W D Q w� 0 -I Q z w 0 rn W 0 z Q J w 0 Lo z O U W Cn 0 U H w w V) 0 W [n 5 w crime o_o C/7 0!� � p W IN1 ! CfRO'''' ,•- .�F,G RFC N0. A20350.� O • STATE OF 4, ////'//S /ONAL DATE: 08/16/05 /x. �'"'• THIS DRAWING AND THE IDEAL' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) II • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O W U r M Z d W C a � U w Q IQ E•--1 E--r W 0 •�< rnrs vn.rry v�nr.r riu..�n 10' 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3 HMA 5D BASE 7" #53 STONE (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) ® PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 BOULEVARD C801 9 50' RIGHT OF WAY 30' BACK TO BACK z 1 ' 5' 4' 2' 13' 13' J PROFILE GRADE < CONC. 2 ROLL CURB 2 ROLL CURB ,L WALK SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN oE•.. CD�.K...; •.. s.. a -e;.• .•. •.; •...•... •e.. •e.. •.. a ... . . 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) TYPICAL 30' STREET SECTION 3 C801 PIPE UNDERDRAIN (TYP) SEE DETAIL 10' 2' 4 1 5' 1' z_ J CONC. WALK LL- CD E PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS 0801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. - moo•- � 6 o �T- O 4�. o z� n•L i4 DETECTABLE WARNING ELEMENTS F SETTING BED - CONCRETE ©ASE r- INTEGRAL CURB O White letters With vvnite Coraers - GENERAL NOTES 0.4• -0.9• THESE DWENS:OHS ARE BASED ON A 4 IN. CURB c WGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGITS. O n : WHERE SnE NFEASISLTTY PRECUIDES CONSTRUCTION 0.9• -1.4• TO THE WIDTH SHOWN, SUCH WDTH MAY BE DECREASED TO A MINIMUM OF 3'-0'. SECTION 0-0 Q THE BOTTOM EDGE OF THE CURB RAMP SHALL SE SQUARE PA77M FLUSH " THE EDGE OF ADJACENT PAVUENT PR( ANO GTU UNE TRUNCATED DOMES USED 'IX� D LANSING AREAS AT THE TOP OF CURB RAMPS SHALL IN DETECTABLE WARNINGS HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIEUTY PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DRECTION, TFE DETECTABLE WARNING MCK SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE 3 Ibs /ft, Galvanized ExCEFD 501. rj Channel Sign Post Per IF SITE INFEASBUTY PRECLUDES CONSTRUG110N TO SETTING BED 2 1 StandQrd Specification WIDTH SHOWN, THE LAND�JG MOTH MAY BE SLOPE 1 CONCRETE BASE �--� Sec. 909.14(0) - DECREASED TO 3' -0• MINIMUM. THE RUNNING PAVEMENT 8 SLOPE OF THE CURB RAMP MAY BE STE7IEND TO + } A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH • .. 'kI 1 1 .� '� .'� OF TRAVEL. y r', :' ;• v ° AL(EBRaC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 11[ IF R IS NOT PRACTICAL. A 2'-0• WOE I I Lr� LM STRIP SHALL BE PROVIDED. SEE DUAL SKETCH. 06ven Or Set In SLOPE ys SPA. • 18 - Compacted Bockfiil t•• .•. ,•-� I� � PAVEMENT V CONSTRUCTION OF CURB IF SEPERATED FROM RAMP 1' -6- x 2' -0• CITY CAF CAMAT=I . STANDARDS ALTERNATE CURB CONSTRUCTION STREET NAME SIGNS REVISED FIGURE L110 # /SY BIT SURFACE No. 11, LV 220 #/SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION Aso, 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. GREEN SPACE 8.33 %+ 5%- 13.33%> 11% EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY B �% MAXIMUM 5% MAXIMUM >n E 2' -0' LEVEL STRIP 2' -0• .'..'. • _:.. • ,... • _... • ... • .. .... • _ .. , • .... • • .. EBRAIC DIFFERENCE PROVIDE CURS AS REQUIRED is fix MAY BE MONOLITHIC WITH LEVa.. STRIP. ;t. ` t•. t• ` ` t' ' ` ` l' L'.'.` l'.:` MANGE OF GRADE SIDEWALK � 5' TAPER 1/2" PREFORMED JOINT FILLER N r 2 2• °STANDARD . d • a p'• ,� ROLL' 41 1 J " 5' 0 DETAIL OF RAMP GROOVES 1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 6 0801 HANDICAP RAMP DETAILS k rpni II= .J Q F- W D Q w� 0 -I Q z w 0 rn W 0 z Q J w 0 Lo z O U W Cn 0 U H w w V) 0 W [n 5 w crime o_o C/7 0!� � p W IN1 ! CfRO'''' ,•- .�F,G RFC N0. A20350.� O • STATE OF 4, ////'//S /ONAL DATE: 08/16/05 /x. �'"'• THIS DRAWING AND THE IDEAL' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) II • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O W U r M Z d W C a � U w Q IQ E•--1 E--r W PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSVERSE CONTRACTION JOINTS *(10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS 0801 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. - moo•- � 6 o �T- O 4�. o z� n•L i4 DETECTABLE WARNING ELEMENTS F SETTING BED - CONCRETE ©ASE r- INTEGRAL CURB O White letters With vvnite Coraers - GENERAL NOTES 0.4• -0.9• THESE DWENS:OHS ARE BASED ON A 4 IN. CURB c WGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED FOR OTHER CURB HEIGITS. O n : WHERE SnE NFEASISLTTY PRECUIDES CONSTRUCTION 0.9• -1.4• TO THE WIDTH SHOWN, SUCH WDTH MAY BE DECREASED TO A MINIMUM OF 3'-0'. SECTION 0-0 Q THE BOTTOM EDGE OF THE CURB RAMP SHALL SE SQUARE PA77M FLUSH " THE EDGE OF ADJACENT PAVUENT PR( ANO GTU UNE TRUNCATED DOMES USED 'IX� D LANSING AREAS AT THE TOP OF CURB RAMPS SHALL IN DETECTABLE WARNINGS HAVE MAXIMUM CROSS SLOPE OF 50:1 IN ANY DIRECTION. WHEN SITE INFEASIEUTY PRECLUDES A LANDING SLOPE OF 50:1 IN ANY DRECTION, TFE DETECTABLE WARNING MCK SLOPE PERPENDICULAR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE 3 Ibs /ft, Galvanized ExCEFD 501. rj Channel Sign Post Per IF SITE INFEASBUTY PRECLUDES CONSTRUG110N TO SETTING BED 2 1 StandQrd Specification WIDTH SHOWN, THE LAND�JG MOTH MAY BE SLOPE 1 CONCRETE BASE �--� Sec. 909.14(0) - DECREASED TO 3' -0• MINIMUM. THE RUNNING PAVEMENT 8 SLOPE OF THE CURB RAMP MAY BE STE7IEND TO + } A MAXIMUM OF 10:1 FOR A MAXIMUM 6 IN. RISE DRAINAGE INLETS SHOULD BE LOCATED UPHILL FROM CURB RAMPS TO PREVENT PUDDLES AT THE PATH • .. 'kI 1 1 .� '� .'� OF TRAVEL. y r', :' ;• v ° AL(EBRaC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION OF CURB RAMP AND THE GUTTER SHALL BE UMITED TO LESS THAN 11[ IF R IS NOT PRACTICAL. A 2'-0• WOE I I Lr� LM STRIP SHALL BE PROVIDED. SEE DUAL SKETCH. 06ven Or Set In SLOPE ys SPA. • 18 - Compacted Bockfiil t•• .•. ,•-� I� � PAVEMENT V CONSTRUCTION OF CURB IF SEPERATED FROM RAMP 1' -6- x 2' -0• CITY CAF CAMAT=I . STANDARDS ALTERNATE CURB CONSTRUCTION STREET NAME SIGNS REVISED FIGURE L110 # /SY BIT SURFACE No. 11, LV 220 #/SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION Aso, 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. GREEN SPACE 8.33 %+ 5%- 13.33%> 11% EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY B �% MAXIMUM 5% MAXIMUM >n E 2' -0' LEVEL STRIP 2' -0• .'..'. • _:.. • ,... • _... • ... • .. .... • _ .. , • .... • • .. EBRAIC DIFFERENCE PROVIDE CURS AS REQUIRED is fix MAY BE MONOLITHIC WITH LEVa.. STRIP. ;t. ` t•. t• ` ` t' ' ` ` l' L'.'.` l'.:` MANGE OF GRADE SIDEWALK � 5' TAPER 1/2" PREFORMED JOINT FILLER N r 2 2• °STANDARD . d • a p'• ,� ROLL' 41 1 J " 5' 0 DETAIL OF RAMP GROOVES 1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 6 0801 HANDICAP RAMP DETAILS k rpni II= .J Q F- W D Q w� 0 -I Q z w 0 rn W 0 z Q J w 0 Lo z O U W Cn 0 U H w w V) 0 W [n 5 w crime o_o C/7 0!� � p W IN1 ! CfRO'''' ,•- .�F,G RFC N0. A20350.� O • STATE OF 4, ////'//S /ONAL DATE: 08/16/05 /x. �'"'• THIS DRAWING AND THE IDEAL' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) II • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O W U r M Z d W C a � U w Q IQ E•--1 E--r W STREET NAME SIGNS REVISED FIGURE L110 # /SY BIT SURFACE No. 11, LV 220 #/SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION Aso, 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. GREEN SPACE 8.33 %+ 5%- 13.33%> 11% EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VARY B �% MAXIMUM 5% MAXIMUM >n E 2' -0' LEVEL STRIP 2' -0• .'..'. • _:.. • ,... • _... • ... • .. .... • _ .. , • .... • • .. EBRAIC DIFFERENCE PROVIDE CURS AS REQUIRED is fix MAY BE MONOLITHIC WITH LEVa.. STRIP. ;t. ` t•. t• ` ` t' ' ` ` l' L'.'.` l'.:` MANGE OF GRADE SIDEWALK � 5' TAPER 1/2" PREFORMED JOINT FILLER N r 2 2• °STANDARD . d • a p'• ,� ROLL' 41 1 J " 5' 0 DETAIL OF RAMP GROOVES 1 1/2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL 6 0801 HANDICAP RAMP DETAILS k rpni II= .J Q F- W D Q w� 0 -I Q z w 0 rn W 0 z Q J w 0 Lo z O U W Cn 0 U H w w V) 0 W [n 5 w crime o_o C/7 0!� � p W IN1 ! CfRO'''' ,•- .�F,G RFC N0. A20350.� O • STATE OF 4, ////'//S /ONAL DATE: 08/16/05 /x. �'"'• THIS DRAWING AND THE IDEAL' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) II • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O W U r M Z d W C a � U w Q IQ E•--1 E--r W 0801 HANDICAP RAMP DETAILS k rpni II= .J Q F- W D Q w� 0 -I Q z w 0 rn W 0 z Q J w 0 Lo z O U W Cn 0 U H w w V) 0 W [n 5 w crime o_o C/7 0!� � p W IN1 ! CfRO'''' ,•- .�F,G RFC N0. A20350.� O • STATE OF 4, ////'//S /ONAL DATE: 08/16/05 /x. �'"'• THIS DRAWING AND THE IDEAL' DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) II • Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O W U r M Z d W C a � U w Q IQ E•--1 E--r W r M Z d W C a � U w Q IQ E•--1 E--r W Bedding, Haunching, Initial Backffil Bedding, hounching, and initial backfill for all RCP installations shalll be B— Borrow for Structure Bid; ill meeting ttie material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and :ine, there remains a 4 —inch minimum depth of material below the pipe barrel and a minimum of 3— inches below the bell. For pipe sizes 66— inches and larger, the minimum depth of material below the pipe barrel shall be 6— inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the pipe prior to placement of the pipe. Haunching and initial backfill shall be compacted in 8 —inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6— inches above springline of the pipe. Minimum trench width shall be the outside diameter of the pipe plus 18— inches. Final Backfill Final backfill for all RCP installations under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 —feet from pavement shall be clean fill material free of rocks larger than 6— inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 —inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL l" 4 1 PAVED AREAS) �\ �\ S01 L w 4 4 , PLACEMENT ° /Z U Z UJ BEDDING + INITIAL BACKFILL AREA SPRING LINE OF PIPE I'D' HAUNCHING AREA .X1 ell BEDDING AREA J.D. OF PIPE FOUNDATION �12" (REQUIRED IN UNSTABLE SOIL) 12" STORM SEWER 11 TRENCH & PIPE EMBEDMENT DETAIL c802 CARMEL GRADE (NEW OR EX STORM SEWER PIPE WITH END SECTION RIP RAP AREA RIP RAP SHALL BE ONE FOOT THICK WITH A d50 =6" RIP RAP DETAIL GRADE R EXISTING) TYPICAL SWALE SECTION 13 -- C802 r1_2 C802 Final Backfill Final backfill for sanitary sewer mains and sanitary sewer service laterals under and within 5 —feet of pavement shall be B— Borrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 —inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent final backfill requirement, the more stringent requirement shall govern. PIPE SIZE A B UP T033" D + 16"-FD + 12" 36" AND GREATER D + 24" D + 12" N Z SEWER AS _ PER PLAN D/4 OR 6" MIN: MAX. WIDTH A MIN. WIDTH B (2' -6" MIN.) FINAL BACKFILL COMPACTED #8 CRUSHED STONE SANITARY SEWER TRENCH DETAIL FINISH GRADE NEENAH R -1642 A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" PRECAST CONC. NOTE N x 2' -0" DIA. RINGS MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 TAPERED CONE INFI— SHIELD "UNIBAND" SECTION OR APPROVED EQUAL SEAL o PER SPECIFICATIONS .4 .'a - -- --- - - - - -- ° PRECAST CONCf Z U D' SECTIONS o Z� P-Z�c3 w N J w ° (16" MAX.) �QN0 v. BUTYL RUBBER COATING MANHOLE STEPS AS PER SPECIFICATION 4' -0" DIA. FILL WITH ..... CONCRETE PLAN p.....a..'.. a.'......'.'.'. PRECAST BASE o.'.'.'.'.'. ..... a ...... #4 @ 12" EA. WAY d. '.'.'. 4..... a ..... a.'.'. . ° 00 . ° 00 . ° 00 . ° 00 . ° 00 . ° 00 . ° ° O . ° 00 . p ° O °°'°° °' ° ° °' ° ° °' ° ° °' ° ° °' ° ° °' ° ° °' ° ° °'° ----6" MIN. NO. 8 CRUSHED STONE .0 ° 0.0 ° O . ° ° 0.0 ° 0.. ° O . ° ° O .040-000-C ° O REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A -A SANITARY MANHOLE DETAIL 1 CARMEL C Y —r E5 I U Rp °can I I Q +— w N X1 1 I i I� Y � ~ PLAN VIEW Grooved end on outlet end tongue end on — inlet end TYPICAL UTILITY CROSSING K" 6 csoz 1_�.7 - - - - - - - I PIPE CULVERT I COMPUTED LENGTH OF CULVERT —I PAY LENGTH END SECTION —� OF CULVERT LENGTH (D) I SLOPE DETAIL i Groove (or tongue) tom be the same as on standard reinforced concrete pipe ASTM designation C76 CLASS 'A' CONCRETE LONGITUDINAL SECTION 1 1/2 Anchor for concrete end sections, see Detail 0 -5 RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K Rl R2 APPROX. WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1/8" 9" 800 15" 2 1/4" 711 41-0" 6' -3" 2' -6" 1.5 12 1 /2" 11» 1,100 18" 2 1/2" 11" 4' -1" 6' -2., 3' -0" 1.8 15 1/2" 12" 1,300 21 2 3/4" 11" 3' -6" 6' -3" 3' -6" 2.1 16 1/8" 13" 1,500 2„ 4 3„ 1, —O" 21-819 6' -3" 4' -0" 2.3 16 3/16- 14" 1,800 27" 3 1/4" 1' -1 " 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 14 1/2" 2,100 30" 3 1/2" 1' -2" 1' -10" 6' -3" 5-0" 2.9 18 3/16" 15" 2,400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 18 1/2" 17 1/2" 4,100 36" 417 1' -5" 3' -1" 8' -3" 6' —O" 3.4 23 3/4" 20" 4,200 48„ 5„ 2, -0„ 2, -2„ 8' -2» 7' -0" 28 1/8" 22" 6,500 * TOLERANCE +/— 1" 1 1/2"r PRECAST CONCRETE END SECTION \X7 !02 NORMAL GRADE -- 1 /4" PER FOOT MIN. -1/8" PER FOOT ISOMETRIC PLAN SEE WYE & LATERAL CAPPING DETAIL USE 6" SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90' —� I SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER 2 — cso2 COVER & SEAL - NOTE: CONTRACTOR SHALL PLACE \ A 2X4 POST ABOVE PROPOSED GRADE ® END OF EACH LATERAL. POST I I SHALL BE PAINTED GREEN. * BELL HOLES SHALL BE PROVIDED I I AND THE TRENCH PREPARED SO I I USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED LENGTH. I I I I I t APPROX 90' I I 1 i LONG RADIUS CURVE / - DIAMETER AS - -- - - -� �-- - - - - - --- - - - -- SPECIFIED ON PLANS *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL 3 c8o2 2500 psi CONCRETE BOTTOM OF TRENCH \ Perspective View —earth cut away \ 0 To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE Koo 4 0802 cn w a w s w o- LO N N 00 �cr_ >o ,.. G\STCR No 920350 STATE OF 44j -z /I!D \��,,\. C DATE: 09/22/05 /,. -'"" THIS DRAWING AND THE IDEA1 DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C801 SHEET NO.: a E4 1� Q 0 Z w Q i CD V 1 Q �i w E-� W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C801 SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURB CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING 03501 TL (INCHES) FROM T/C TO 48" FROM T/C PIPES WILL •: OF PIPE O.D. +6" BENCH WALLS AT MINIMUM • • ; •: NON-SHRINK CEMENT GROUT. •R -350JN & TR � • • •I . �. • STRUCTURES ARE TO BE INVERT TO INVERT REQUIRE PRECAST BASE •' � •C` `.• � •' • •r` •• 84 0 12" ON CENTER OR 8" OR 8" PER SECTION •� �' • • APPROVED ALTERNATIVE 3" MINIMUM 'r —ON NB �OF w 2SSTONE 5 STANDARD MANHOLE (INCHES) (DRAWING NOT TO SCALE) SPECIAL DESIGN 314 REVISED 1 FEB 2002 '' z 12 TO 18 24 X 24 +•• DESIGN NO YES YES W MAX 36 3/4 APPROVAL 1 1/2 10 1/2 12 TO 21 30 X 30 + +• DESIGN NO YES YES ?' -METAL REQUIRES TOE PLATE 3/4 APPROVAL V/ 2 tpe - PRECAST SHOWN 12 18 TO 21 S4 MH /BOX DESIGN YES YES YES BLANKET 60 3/4 APPROVAL RENO MATTRESS SLOPE AS SHOWN W1 OR USE RENO MATTRESS 14 21 TO 27 24 X 36+ OR • +• DESIGN NO NO YES -- - -- 38�C- 38 - - -- - - - - -- -- -- APPROVAL - -- -- - - - -- - - --- 12 TO 24 36 X 36 • +• DESIGN NO YES YES 84 3/4 APPROVAL tit • i''1 Di O O O� 10 24 OR LARGER DESIGN • +• DESIGN NO NO YES APPROVAL (DRAWING NOT TO SCALE) APPROVAL COUNTY SURVEYOR'S z � ~' z o 0 - 24 OR LARGER r MH /BOX DESIGN YES** YES YES APPROVED: DATE ��' APPROVAL RD, HAMILTON COUNTY SURVEYOR, 26 3/6'CG70mw1 + PIPES NO LARGER THAN 18" CAN BE USED IN THE 2' SIDE OF THIS BOX. * *INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ** *SPECIAL NOTE: STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE' STRUCTURES WILL BE DESIGNED FOR MAXIMUM FLOW IN PIPES. SPECIAL NOTE COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS. HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 FEB 2002 STANDARD PLAN APPROVED' D -18 KENTON C D, HAMILTON 0UNTY SURVEYOR D E I V I' r 1 l� L V .li 1 t�i tJ ri f11V11 L !• U 1V l� V U 1V i Y � U .I� V .C, z V tt OFFICE OF THE HAMILTON COUNTY SURVEYOR ,/-CASTING FRAME AND COVER AS SPECIFIED NON- ASPHALTIC MASTIC OR BUTYL RUBBER .1 .4 SEAL BETWEEN JOINTS PRECAST CONCRETE ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM) 24" DIAMETER ` .•••• . ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE •',, ,, CONDITIONS. CONE TOP TO • ' - -MATCH ADJUSTING RING PROFILE. •., ' -� 'r , FULL HEIGHT MANHOLE STEPS AS SPECIFIED. 5" MINIMUM •: ''•' NOTE -•. MANHOLE ASTIR FORMS TO 478 10' O-RING GASKET NON- [� ' ASPHALTIC MASTIC OR ` • 48" DIAMETER PRECAST BUTYL RUBBER SEAL '. CONCRETE SECTION •'•: AT JOINTS. .• PREFORMED HOLE TO MAXIMUM WITH •: OF PIPE O.D. +6" BENCH WALLS AT MINIMUM • • ; •: NON-SHRINK CEMENT GROUT. %2" PER FOOT SLOPE BENCH '• • ; ', WALLS TO BE CONSTRUCTED '• ;' TO SPRING LINE OF PIPE. •' '... ' ; •. NOTE � • • •I . �. • STRUCTURES ARE TO BE �: •'� ,' ;,; • .,. GROUTED FULLY,TROWELED •: • •• •'. • • r.'� .� •• , SMOOTH AND BRUSH FINISHED '• ' • • •� ' • •J r • REINFORCED BAR PRECAST BASE •' � •C` `.• � •' • •r` •• 84 0 12" ON CENTER OR 8" OR 8" PER SECTION •� �' • • APPROVED ALTERNATIVE 3" MINIMUM 'r —ON NB �OF w 2SSTONE 5 STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 314 REVISED 1 FEB 2002 '' z STANDARD PLAN D -20 APPROVED: ATE RCP. STORM SEVER KENTON C WAR ,HAMILTON COUNT SURVEYOR 3/4 I V I' r 1 l� L V .li 1 t�i tJ ri f11V11 L !• U 1V l� V U 1V i Y � U .I� V .C, z V tt Apron UNDERWATER DISCHARGE NOT ALLOWED Bolt HYDROSEEDED & MULCH OR 48" Size Size SEED S150 BLANKET AS SPECIFIED Size D1a I 10' Inches Inches 6' (MIN) SAFETY LEDGE Inches Inches 4 3' (MIN ) 18 1/2 3 5/8 SODDED AREA 5 G 24 (CROSS- HATCHED) 4 314 1/2 END SECTION N 30 RCP. STORM SEVER ` ' NORMAL POOL 3/4 1/2 PRECAST END SECTION W MAX 36 3/4 REQUIRES ANCHOR' 1 1/2 10 1/2 SEE ANCHOR DETAIL 0 0�!CZW 3/4 4 PTIONS FOR END SECTIONS' 3/4 1 ?' -METAL REQUIRES TOE PLATE 3/4 4 V/ 2 tpe - PRECAST SHOWN 12 a' S4 -CONCRETE SLOPEWALL GAB ON RIP -RAP OR L) NOTCH RIP-RAP INTO 3/4 -CONCRETE HtADWALL BLANKET 60 3/4 5 RENO MATTRESS SLOPE AS SHOWN W1 OR USE RENO MATTRESS 14 — - - -- - - - - - - - -- - -- - - - - - -- - ----- --- - - -- - -- - 5 SLOPE 3/4 �� c 84 0 o 31 1 2pipe _ 15 SLOPE 72 z SODDED AREA ' 1 2pipe 3/4 (CROSS - HATCHED) 84 3/4 7 tit • i''1 Di O O O� 10 RCP STORM SE';>rER 90 1 3/4 7 1 2pipe � �t �o 0 14 STEEL (DRAWING NOT TO SCALE) - - COUNTY SURVEYOR'S z � ~' z o 0 - 0 r WASHERS %1 ;t �- 27 7/6' [708nml STANDARD PLAN APPROVED: DATE TOP VIEW LAKE OUTLET DETAIL FOR LAKE CROSS-SECTION OPTION 2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED• 1 JAN 2000 Is STANDARD PLAN APPROVED D-10 KENTON C W D,HAMILTO COUNTY SURVEYOR DATE 1 , k OFFICE OF THE HAMILTON COUNTY SURVEYOR DEBRIS GUARD SIDE PROFILE Y -Dana � x4r I TOP VIEW BOLT coo• 3 BON NOTES 1 BARS & PLATES ARE HOT - ROLLED STEEL 2 BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT - 3 BOLTS ARE GALVINIZED 4 NO REBAR THROUGH PIPES WILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-jtr° D -12 KEN C WA D, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE .HAMILTON COUNTY SURVEYOR - OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING Apron V -bar No of H-bar Bolt "A" 48" Size Size H-bars Size D1a Dim NON - ASPHALTIC Inches Inches Re 'd Inches Inches Inches N 18 1/2 3 5/8 1/2 5 G 24 5/8 4 314 1/2 7 N 30 5/8 4 3/4 1/2 7 1/2 Cd 36 3/4 4 1 1/2 10 1/2 (D 42 3/4 4 1 3/4 11 ?' 48 3/4 4 V/ 2 tpe 3/4 12 a' S4 3/4 4 1 2Ptpe 3/4 12 .q 60 3/4 5 1 2pipe 3/4 14 N 72 3/4 5 1 2pipe 3/4 14 c 84 3/4 6 1 2pipe 3/4 15 NOTES 1 BARS & PLATES ARE HOT - ROLLED STEEL 2 BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT - 3 BOLTS ARE GALVINIZED 4 NO REBAR THROUGH PIPES WILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-jtr° D -12 KEN C WA D, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE .HAMILTON COUNTY SURVEYOR - OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING 12 1/2 3 5/8 1/2 4 48" 15 1/2 3 5/8 1/2 4 1/2 NON - ASPHALTIC 18 1/2— TURNS UP TO 45 DEG 5/8 _ 112 4 1/2_ N 21 1/2 4 5/8 1/2 5 q O 24 5/8 1 4 3/4 1/2 5 1.4 27 5/b 4 314 SSD-1 OF PIPE O.D. +8" WITH NON - SHRINK CEMENT GROUT U 30 518 4 3/4 1/2 5 1/2 m 36 3/4 4 1 3/4 8 Cal 42 3/4 4 1 3/4 8 48 3/4 5 1 3/4 8 b q 54 3/4 5 1 2Pipe 3/4 8 0 60 3/4 5 1 2pipe 3/4 8 W. 66 3/4 6 1 2pipe 3/4 8 E 72 3/4 6 1 2pipe 3/4 9 84 3/4 7 1 2pipe 3/4 10 90 1 3/4 7 1 2pipe 3/4 14 NOTES 1 BARS & PLATES ARE HOT - ROLLED STEEL 2 BARS, PLATES, & PIPIE ARE FINISHED WITH 2 COATS OF ALUMINUM PAINT - 3 BOLTS ARE GALVINIZED 4 NO REBAR THROUGH PIPES WILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED 4j4.-jtr° D -12 KEN C WA D, HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE .HAMILTON COUNTY SURVEYOR - OFFICE OF THE HAMILTON COUNTY SURVEYOR CASTING PIPE STANDARD MANHOLE AND SPECIFIED DIA. "G" FOR PIPE SIZES 24" THRU 66" 86" 48" GREATER THAN 45 TO 90 DEG PRECAST CONCRETE ADJUSTER RINGS IF 54 " -68" UP TO 80 DEG 84" NEEDED (12 INCHES OF RINGS MAXIMUM). NON - ASPHALTIC 84" 48" TURNS UP TO 45 DEG MASTIC OR BUTYL RUBBER DIAMETER UP TO 45 DEG STANDARD PRECAST MANHOLE CAP OR CONE SEAL BETWEEN STRAIGHT THRU 60" 24 " -33" GREATER THAN 45 TO 80 DEG JOINTS PERFORATED PLASTIC PIPE. Cr ° HIGHEST PIPE E 5" MINIMUM 4' DIAMETER E DRAINS TO WATERWAY m CO 5" MINIMUM 1 •• 0 ft MANHOLE PIPE PIPE TURNS DIA "F" DIA. "G" - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL 86" 48" GREATER THAN 45 TO 90 DEG 88" 54 " -68" UP TO 80 DEG 84" 42" GREATER THAN 45 TO 80 DEG 84" 48" TURNS UP TO 45 DEG 72" 42 "-48" UP TO 45 DEG 80" 33 " -36" STRAIGHT THRU 60" 24 " -33" GREATER THAN 45 TO 80 DEG ' ' ' • ' ' •' FULL HEIGHT MANHOLE �. STEPS AS SPECIFIED ------- --- --- CONCRETE REDUCER CAP NOTE' HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 FEB 2002 STANDARD PLAN PPROVED: z D -21 KENTON C WA ,HAMILTON CO NTY SURVEYOR TE 1 ANCHOR FOR WEIR OUTLET (STANDARD DRAWING D -14) SIDE PROFILE TOP VIEW 1' - MANHOLE CONFORMS TO ASTM C -478 -NO BRICK OR BLOCK WILL y 74 MIN. DIAMETER • I� . • • 2' 1 STEEL NUTS & WASHERS I— - - - - -- — -- - -- - 1 - - -- - - - - -- - - - - -- - - -- - END PROFILE BE ALLOWED IN MANHOLE ISTEEL ALL THREAD J J BOLT HOOKS 1' LONG "F" X WIDTH OF END SECTION 1 1 ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION 2 ALLTHREAD ODIA (DRAWING NOT TO SCALE) ' HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD PLAN APHLTICMTIR SASASC BUTYL RUBBER SEAL A STANDARD PLAN APPROVED: r z 1' MIN. OVER KENTON C AR% HAMILTON COUNTY SURVEYOR ATE I BETWEEN JOINTS PERFORATED PLASTIC PIPE. Cr ° HIGHEST PIPE E TO INDIVIDUAL LOTS ALONG STREETS i 6 E DRAINS TO WATERWAY m CO N 39 O PREFORMED HOLE TO MAXIMUM STANDARD PLAN SSD-1 OF PIPE O.D. +8" WITH NON - SHRINK CEMENT GROUT U E E •� QtiQ' • • , • • • • ' • • • • BENCH WALLS AT MINIMUM %2" PER FOOT SLOPE. BENCH WALLS TO BE CONSTRUCTED TO SPRING LINE OF PIPE. n E n -- - -..'— - �E - E - 3" MIN. .•'•.•'.�• • +•• •.••' ►••'•••'•.• 41/r h � HAMILTON COUNTY SURVEYOR'S OFFICE REVISED. 1 FEB 2002 STANDARD PLAN PPROVED: z D -21 KENTON C WA ,HAMILTON CO NTY SURVEYOR TE 1 ANCHOR FOR WEIR OUTLET (STANDARD DRAWING D -14) SIDE PROFILE TOP VIEW 1' ••••••••••••• • STEEL ALL THREAD . � 1' LONG' - y 74 MIN. DIAMETER • I� . • • 2' 1 STEEL NUTS & WASHERS I— - - - - -- — -- - -- - 1 - - -- - - - - -- - - - - -- - - -- - END PROFILE t ISTEEL ALL THREAD J J BOLT HOOKS 1' LONG I X X WIDTH OF END SECTION 1 1 ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD (DRAWING NOT TO SCALE) ' HAMILTON COUNTY SURVEYOR'S OFFICE STANDARD PLAN REVISED -!FEB 2002 A STANDARD PLAN APPROVED: r z _ D 15 KENTON C AR% HAMILTON COUNTY SURVEYOR ATE I NO DUMPING o I OFFICE OF THE HAMILTON -COUNTY 'SURVEY-OR DRAIN MARKER WIRE MESH SECURED WITH ADJUSTABLE METAL BAND k Q 3M' I19mm) 23 7 /0' [606mn] vi z w � C4 a M Il =III- III -- III -.II 111=1 I # �_ --------' ONCRETEI — GROUT I „ „ ;; X "x6" CONCRETE TEE I. X" CONCRETE TILE " u „ ii fl �.- NOTE ADAPTER MAY BE REQUIRED FOR 6" CMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE,' �/� 00 O OO O 00 VO REVISED 1 JAN 2000 23 1/2'[096mm) STANDARD PLAN I APPROVED' ob �1 _ KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE h • OFFICE OF THE HAMILTON COUNTY SURVEYOR LAKE CROSS - SECTIONS OPTION 2 EASEMENT 15' MIN 100 YEAR __ ____ __ - 2' FREEBOARD MIN 1 VARIES NORMAL POOL IF EMERGENCY 4 2' MAX Ak SPILLWAY AT 100 YEAR 14 41 8' MIN. 10' MIN 1 3 USE OUTLET OPTION 2 (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 ` STANDARD PLAN APPROVED D-7 KENT C WARD, 71MILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH L (SEE DETAILI OGO R6• CR152mm] �y�DU� l o lAR 3501 -TL or TR 3M' I19mm) 23 7 /0' [606mn] 3/4' M1 FROM BACK OF CURB. z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED. IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. LATERAL LOCATIONS SHALL BE STAMPED PROPOSED I8� ON CURB. (SEE CURB STAMP DETAIL) GRADE I19mm] a ~ E v V , v V • v D ol • ..o �/� 00 O OO O 00 VO }� 23 1/2'[096mm) •8 WASHED GRAVEL OR CLASS "A" WASHED STONE 1 1/4' R �!� C32mm] ^ • MINIMUM SLOPE 0.30/-10, + 1 4 1 1/4' [32mmj TYP. NO DUMPING o PERFORATED PLASTIC PIPE. Cr ° D • PIPE DIAMETER E TO INDIVIDUAL LOTS ALONG STREETS ED E DRAINS TO WATERWAY m CO N 39 O h a STANDARD PLAN SSD-1 N v U E E � N - - n E n -- - -..'— - �E - E - —T M m 41/r h � E LL9 E ^" N Ffl l E .L_ � u \ th i .r [116mm] W w L 't 1/4' C57mm] Cq 1 21'[533mm1 I' I25mm] C25mm? .. E C3 W x u NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC]. \"a u' FREE OPEN AREAL 278 SQUARE INCHES E MATERIALt CAST GRAY IRON ASTM A -48, CLASS 358 :. y w' 1ri FINISH% NO PAINT Ln WEIGHT: 220• E � rh E In N u ki a OF- FLOW - DEPREDIRECTION (DRAWING NOT TO SCALE) - - COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING r REVISED 11/16/2004 27 7/6' [708nml STANDARD PLAN APPROVED: DATE ��' 3/8' 3/8' [18m,n) [1Bmm) RD, HAMILTON COUNTY SURVEYOR, 26 3/6'CG70mw1 h 2'[51mm] 2 3 /4'[7@mm - 26'[660mm] 25'C63�mm7 7' C178mm1 TYP. I` 2 1/2'C64mm) 29 3/4'C756mw1 C TYP. m � 1+� 26 1 /8' [664mm1 _T _T 27 1/4' 1692mm] D 38' C965mmj a NOTE% ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 353 FINISH% NO PAINT WEIGHT: FRAME 211.1 GRATE 156• • Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11/16/2004 STANDARD PLAN APPROVED: i4�6S CT -8 KENTO C WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 3501 -TL or TR EAST JORDAN 7495 -M2 or M1 NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED. IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. LATERAL LOCATIONS SHALL BE STAMPED PROPOSED I8� ON CURB. (SEE CURB STAMP DETAIL) GRADE 1dO a ~ E v V , v V • v D ol • ..o �/� 00 O OO O 00 VO }� Zr r N M •8 WASHED GRAVEL OR CLASS "A" WASHED STONE 1 1/4' R �!� C32mm] ^ • MINIMUM SLOPE 0.30/-10, + 1 4 0 NO DUMPING o PERFORATED PLASTIC PIPE. Cr ° D • PIPE DIAMETER E TO INDIVIDUAL LOTS ALONG STREETS ED E DRAINS TO WATERWAY m CO N 39 O h a STANDARD PLAN SSD-1 N v U E E � N - - n E n -- - -..'— - �E - E - - - M m E E -V E LL9 E ^" N l E .L_ � u \ th .r W E L 't 1/4' C57mm] Cq 1 21'[533mm1 I' I25mm] C25mm? .. E C3 W x u NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC]. \"a u' FREE OPEN AREAL 278 SQUARE INCHES E MATERIALt CAST GRAY IRON ASTM A -48, CLASS 358 :. y w' 1ri FINISH% NO PAINT Ln WEIGHT: 220• E � E In N u + Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED 11/16/2004 STANDARD PLAN APPROVED: DATE CT-10 KENTON C RD, HAMILTON COUNTY SURVEYOR, NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR NOTE: 6' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. z EXTENSION SECURED IF EXTENSION IS NOT UTILIZED. IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. LATERAL LOCATIONS SHALL BE STAMPED PROPOSED I8� ON CURB. (SEE CURB STAMP DETAIL) GRADE v V , v V • v D ol • ..o �/� 00 O OO O 00 VO in •8 WASHED GRAVEL OR CLASS "A" WASHED STONE _ m REDUCING T \/ REQUIRED • MINIMUM SLOPE 0.30/-10, + 1 4 3" ! MINIMUM 4" SSD MIN. 12" MIN . NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL-SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 6" SUB SURFACE DRAIN D • PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYORS OFFICE REVISED: 8 JUN 2005 APPROVED: �' 8' /s °'sue STANDARD PLAN SSD-1 KENT C. WARD, AMILTON COUNTY SURVEYOR DATE U OFFICE OF THE HAMILTON COUNTY SURVEYOR 'CLASS 358' 'ASTM A -48' f4I I' (25mmJ DIA. ANCHOR BOLT TYPE 'B' RECESSED POCKETS HOLES ON A 33' C838mm] DIA, B.C. 12I CONCEALED PICKHOLES 0 180) )64 APART,PER NF -22642 'HAOE IN USA' / E 1 7/8' 148mm1 FULL RADIUS m l 1/4' [32mml 1 1. E25mm] �{ 33' [838mm] CIA. B.C. ANCHOR HOLE DETAIL FULL SCALE E m 1' C25mm] m 1/2' E13mm] 1 i T-"'— ,j PICKHOLE DETAIL , mV//, •J DUARTER SCALE NEENAH 1642 or 1772 EAST JORDAN 1045 2' CSlmml RAISED LETTERS FLUSH r7 TOP SURFACE OF LID r, 27 5 /8' [702mml to E 26 I /8' (664mm] a a 26't660mmJ i I (3) STACKING LUGS T V C5Imm] LONG X P C25mm] WIDE in 11 L24 1/8' (613mm] 28 1/2' 1724mml 35 7 /8' C911mm] NOTE. ALL OMENSIONS ARE SHOWN LN ENGLISH AND DIETRICL HATERIALt CAST GRAY IRON ASTH A-46. CLASS 358 FINISH, NOT PAINTED WEIGHT. PR04E - t50•, LID -1244 « Or approved by Hamilton County Surveyor's Office (pRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID D CASTING REVISED' 11/16/2004 STANDARD PLAN APPROVED: �" It F�S65 CT-1 KENT C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR 3/8' 02mm1 RAD. 24 1/81 [613mm] m r1 23 3/16` [089mm] w P1 3/4' (19mm] RAD. 20 1/2'[521mm] 26' (635mm] In 35 7/16' [900mm] 1' I25mm] RAD. 23 l/8'087mm1 C160mm] 16 1/8'(410mml E 3' 1/2' Cl3mm] Q. [76mm] N 4u II (76mm3 - i` g I/2• [13mm] -�j 11 �_` m ��( [19mm7 _ %n to e 15/8" C41mm) 1 5/16' TYP.-1 1/16' .. rn vii 3/4' Il46mm] la CL 23 1/2'1521mml aoa oo�a T I 23 3/4'C603mm1 ao h \ 35 7/36'[900mm] � F1 n 11 F1 11 so n N oa�o J noon a F- .\. zo `i 1 1 /B' TYP. �11 TYP, cn REFER TO SHEET CT-5 NOTE% ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC]. MATERIAL% CAST GRAY IRON ASTM A -48, CLASS 358 FWISHt NO PAINT MEIGHTi APPROX.167• * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' l4ns C(T _ KENTON W D. HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAN 7010 DRAWN BY: 1/2' SAD. DRP JCC [13mm] GENERAL DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C803 SHEET NO.: f---� in _ m C) B 1O V I25mm] Z w Q z 23 3/16` [089mm] w P1 3/4' (19mm] RAD. 20 1/2'[521mm] 26' (635mm] In 35 7/16' [900mm] 1' I25mm] RAD. 23 l/8'087mm1 C160mm] 16 1/8'(410mml E 3' 1/2' Cl3mm] Q. [76mm] N 4u II (76mm3 - i` g I/2• [13mm] -�j 11 �_` m ��( [19mm7 _ %n to e 15/8" C41mm) 1 5/16' TYP.-1 1/16' .. rn vii 3/4' Il46mm] la CL 23 1/2'1521mml aoa oo�a T I 23 3/4'C603mm1 ao h \ 35 7/36'[900mm] � F1 n 11 F1 11 so n N oa�o J noon a F- .\. zo `i 1 1 /B' TYP. �11 TYP, cn REFER TO SHEET CT-5 NOTE% ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC]. MATERIAL% CAST GRAY IRON ASTM A -48, CLASS 358 FWISHt NO PAINT MEIGHTi APPROX.167• * Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' l4ns C(T _ KENTON W D. HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTON COUNTY SURVEYOR RAISED [ /16' (2m n) INSERT AREA RECESSED 1 /8'[3mm] RAISED 1/8' Mml 1/2'C13mm3 HIGH RAISED LETTERS SEE LOGO DETAIL NO DU)iP NG L� DRAINS TO WA? MAY DUMPING yRDRAINS TO VATERWAY H[GH RAISED LET7CRS 12'[386mm] LOGO DETAIL N 24' C810mm] --- 20 112' C521mm] 1 1/2' RAD. 4 7/8' [38mm] 024mm] []9mm] d•-- [19mn7 —1 s/8' 1 m [Ifimm7 1y ir B m l 11/16' [17mm1 11/16' [17mm1 1/2' Mmm] 7 /B' C22mm7 17/8• [48mm]- 71W Mmm) 20 314' [527mm1 4 3/4' , [12Imm3 23 1/8'[587mm] REFER TO SHEET CT -4 NOTET ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] MATERIAL: CAST GRAY IRON ASTM A- 48,CLASS 358 FINISH! NO PAINT WEIGHT! 828 + Or approved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE 1 I/2" R I U S OPEN CURB B O X REVISED 11/18/2004 Af STANDARD PLAN APPROVED :Os CT-5 KENTO C. WAR , HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAN 7010 No. 920350 STATE OF ND %NAL / /l /llllllll \� DATE: 09/22/05 /, THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) • c neider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechn ical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 U DRAWN BY: CHECKED BY: DRP JCC Z4 GENERAL DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C803 SHEET NO.: f---� Q•4 C) C t� z Z w Q z O W U U Q 1� W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \001 \DWGS \C803 SHEET NO.: Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potentiol frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineerinc uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil, This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MnI - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action con be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. 6' HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" �0 1 L S VvI A P NOT TO SCALE I��I 1111111111111 11111 12" MIN GROUND SURFACE 1 2' -0" MIN COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NI NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. ' CRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED .o 0 I • O O ° p °o • o 0 • o O • o p ° D . 0 ° O o °D o °D • o ° PUBLIC ROAD D o . o °°' 0. \ D•O,°00'O °D•Oso 50 (MIN) • 0° 0- 0° D- 0° D- p o D. 0° D- O o 0° D. 0° D . o° D . 0° D.0,0-0,0 . o 0 O oD • O oD o oD • o oD • O oD - oeD • o oD • o ° o° D• o° D . 0 .0 . o° D- 0° O- O o D- O o O • O oD - o oD • O 0 • 0 o - o oD • o °D - o oD - o oD \ D.oO °D .O Q0 .0o6. 0 °D•0 °D•0 °0 • °O.OeD- OoD -O° • o° a. o -o . -O. a -° . .0 • *0 'D • ° D • O o D 'D 'D 0 0 • . ° -O • ° -� . '0 . -0 • o -O . o • 0 ° O . 0 ° • O ° D . O ° D - O o D - C o D - C o ° . 'o . •o . ° •o . o o D - ° D • 0 ° D .oeD .oeD • O o O • o ° °Q. -°•° o° •O °D•O °D.O °O.0°D- 0°D•0o • 0 ° p . 0 ° D • O ° D . O °D . 0 *D . O ° °. •° °0 °p•O °D-O °O.0°D- DOD- o°D -0o •p . o o° O. 0° O • 0° D- p e D. 0° D • o o D- o 0 .° O p• 0 p O p• O° p• v p• O° p• O •O'O o .° =� . e.0 J) ° D O ° D '0 D • 0° D. 0 0 D • 0 e °D ° D O D o 6" (MIN) .0 O 0 . O ° D . "0 . • o D o oD . 0 -0 . O .o .° o 0° 0 ° O . p . . °0. 12' (MIN) 2 " -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ONE FOOT THICK STONE EROSION CONTROL MEASURE FACE OF No. 5 STONE 6" RIP -RAP 5' 2:1 SLOPE 2:1 SLOPE AS NEEDED 4h, SUB -GRADE SECTION A -A ELEVATION 892.5 a AS NEEDED V!Wljk PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS �0 1 L S VvI A P NOT TO SCALE I��I 1111111111111 11111 12" MIN GROUND SURFACE 1 2' -0" MIN COMPACTED EMBANKMENT 3:1 OR FLATTER MATERIAL TYP. SIDE SLOPES 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE NI NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. ' CRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED .o 0 I • O O ° p °o • o 0 • o O • o p ° D . 0 ° O o °D o °D • o ° PUBLIC ROAD D o . o °°' 0. \ D•O,°00'O °D•Oso 50 (MIN) • 0° 0- 0° D- 0° D- p o D. 0° D- O o 0° D. 0° D . o° D . 0° D.0,0-0,0 . o 0 O oD • O oD o oD • o oD • O oD - oeD • o oD • o ° o° D• o° D . 0 .0 . o° D- 0° O- O o D- O o O • O oD - o oD • O 0 • 0 o - o oD • o °D - o oD - o oD \ D.oO °D .O Q0 .0o6. 0 °D•0 °D•0 °0 • °O.OeD- OoD -O° • o° a. o -o . -O. a -° . .0 • *0 'D • ° D • O o D 'D 'D 0 0 • . ° -O • ° -� . '0 . -0 • o -O . o • 0 ° O . 0 ° • O ° D . O ° D - O o D - C o D - C o ° . 'o . •o . ° •o . o o D - ° D • 0 ° D .oeD .oeD • O o O • o ° °Q. -°•° o° •O °D•O °D.O °O.0°D- 0°D•0o • 0 ° p . 0 ° D • O ° D . O °D . 0 *D . O ° °. •° °0 °p•O °D-O °O.0°D- DOD- o°D -0o •p . o o° O. 0° O • 0° D- p e D. 0° D • o o D- o 0 .° O p• 0 p O p• O° p• v p• O° p• O •O'O o .° =� . e.0 J) ° D O ° D '0 D • 0° D. 0 0 D • 0 e °D ° D O D o 6" (MIN) .0 O 0 . O ° D . "0 . • o D o oD . 0 -0 . O .o .° o 0° 0 ° O . p . . °0. 12' (MIN) 2 " -3" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION 10' 5' 1 TOP OF BANK 911.5 1 1 COMPACTED SUB -GRADE (TYP.) POLYFELT TS650 OP' EQUAL UNDER STONE SEDIMENT TRAP R1 3 SEEDING 4: AT THE END OF CONSTRUCTION, AL CON � ilia �- -6" MIN. TURN DOWN OF AT AN APPROVED WASTE SITE. III - EROSION CONTROL BLANKET 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND / ,jlll (NORTH AMERICAN GREEN MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. S -- 75 CIP EQUAL; / - EXISTING GRADE CONCRETE WASHOUT DETAIL CROSSBARS DRAINAGE INLET R NAGECOVER 24" LATHS SIL-T FENCE MATERIAL � i =- SILT FENCE EXTENDS 6" BELOW FINISHED GRADE �W" NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. 1K11 ET D D OT�_PTI MI - CI I T F'FKI rP' EROSION CONTROL MATTING DETAIL SILT FENCE X x TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION ONE FOOT THICK STONE EROSION CONTROL MEASURE FACE OF No. 5 STONE 6" RIP -RAP 5' 2:1 SLOPE 2:1 SLOPE AS NEEDED SEDIMENT TRAP �r- RISER, SEE DETAIL SUB -GRADE SECTION A -A ELEVATION 892.5 STONE ENTRANCE 10' 5' 1 TOP OF BANK 911.5 1 1 COMPACTED SUB -GRADE (TYP.) POLYFELT TS650 OP' EQUAL UNDER STONE SEDIMENT TRAP R1 3 SEEDING 4: AT THE END OF CONSTRUCTION, AL CON � ilia �- -6" MIN. TURN DOWN OF AT AN APPROVED WASTE SITE. III - EROSION CONTROL BLANKET 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND / ,jlll (NORTH AMERICAN GREEN MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. S -- 75 CIP EQUAL; / - EXISTING GRADE CONCRETE WASHOUT DETAIL CROSSBARS DRAINAGE INLET R NAGECOVER 24" LATHS SIL-T FENCE MATERIAL � i =- SILT FENCE EXTENDS 6" BELOW FINISHED GRADE �W" NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. 1K11 ET D D OT�_PTI MI - CI I T F'FKI rP' EROSION CONTROL MATTING DETAIL SILT FENCE X x TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE DRAWN BY: CHECKED BY: INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED STORMWATER POLLUTION PREVENTION DETAILS PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKI Y, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED w AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE N/A N A N/A AFTER AFTER AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 3 ENTRANCE DETAIL 20' A 6" RIP -RAP WITH No. 5 STONE FACE STONE ELEVATION 910.0 10' 5 TOP OF BANK 911.5 20 :3:1 SLOPES 3:1 SLOPES (MAX.) (�') 20' WIDE SPILLWAY --SUB -GRADE ELEVATION 905.2 @ ELEVATION 910.5 A SEE PLAN SILT BASIN OUTLET 42 WITH RISER DETAIL A B C 3 1 1/2' 2 S 1 1 /' 3' ...... .. ::::x:::':'::::.......: x X.'.'.'.'..X.'.' ::'::::::'::' -,. x:'::::::':•:•: N ................' :.:.:.::x:::::::::• ::'. ..'.'.'.'.'...'... ::':':' x: .'.x.'.'..'.'x'.. 1 STAPLE PER SO. YD. 1 -1/2 STAPLES PER SO. YD. 2 STAPLES PER SO. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. Seedbed Preparation Apply lime to raise the pH to the level needed for species being seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to test. Application of 150 lbs. of ammonium nitrate on areas low in organic matter and fertility will greatly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake operated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. if toler- ances are a prcblem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. SILT FENCE IVV. V J I VIVL TOP OF STONE TO BE A MINIMUM 12" ABOVE PIPE INVERT INLET PROTECTION AT END SECTION OR CULVERT ONE FOOT THICK STONE 6» RIP -RAP 5° FACE OF No. 5 STONE 2:1 SLOPE 2:1 SLOPE SEDIMENT TRAP RISER, SEE DETAIL REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 ". Iq _( ROLL BLANKETS �( OUT IN DIRECTION nF wA " rl nw 2 RMIN y 10' 5' TOP OF BANK 910.5 COMPACTED-/ SUB -GRADE MID.) POLYFELT TS650 OR EQUAL UNDER STONE SEDIMENT TRAP RISER ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE W9TH STAPLES 6' APART ON THE END OF THE BLANKET. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EITECT'. 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF UME, FERILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. 5 w - IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WIDE BY 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. EROSION BLANKET INSTALLATION 6" 5' v� 0 12» MIN. II� ---------- - - - - -- - - - - a 6" PERFORATED HDPE SILT BASIN RISER DETAIL 20' A 6" RIP -RAP WITH No. 5 STONE FACE /-STONE ELEVATION 909.0 Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** Temporary Seeding and Stablization Dates Permanent Seeding Do Irrigation needed during this period. To control erosion at times other than in the shaded areas, use mulch. * Late summer seeding dates may be extended 5 days if mulch is applied. ** Increase seeding application by 50%_ NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 Temporary Seedings - -Kind of Seed 1000 Sq. Ft. Acre Remarks - Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep - Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1 /4"deep* * Not necessary where mulch is applied. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tali with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight ............................ ............................... 4 oz /syd GrabStrength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. BurstStrength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 No. 5 STONE TO WITHIN Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft 12" OF TOP OF RISER Sediment Retention .................. ............................... 75 % //-BOTTOM OF SEDIMENT TRAP Silt Fence Mate—' /-Stakes @ 5' O.C. Fence Post 6"x6" TEE. CAP & SEAL UPSTREAM END OF TEE ALIGN TEE WITH FACE OF STONE DAM Ground Surface Fence Post Should Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground 10' Ground Surface Surface. 5, 20, TOP OF BANK 910.5 SILT FENCE DETAIL N TS 3:1 SLOPES 3:1 SLOPES (MAX.) (TYP.) 20' WIDE SPILLWAY `-SUB -GRADE ELEVATION 906.5 @ ELEVATION 909.5 A SEE PLAN SILT BASIN OUTLET jL1 WITH RISER DETAIL DROP INLET PROTECTION REAR YARD DRAINAGE SWALE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PMMETER PROTECTION: SILT FENCE o e e o 0 o e ° PROPERTY LINE/ 0 DRAINAGE SWALE DROP INLET S El PROTECTION / e - SILT FENCE I SUBSOIL TOPSOIL STOCKPILE 41i�rj STOCKPILE ° FINISHED DRAINAGE SOIL SALVAGE AND s UTILIZATION EXISTING DRAINAGE ' 0 �� PS PERMANENT SEEDING TREE CONSERVATION CURB INLET O LJ PROTECTION AREA TO BE TOPSOILED,- SEEDED AND MULCHED BY OWNER AT COMPLETION GRAVEL ENTRANCE/ OF CONSTRUCTION (TYR). EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: ° PS ° HOUSE 1. The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control J requirements associated with activities on individual lots. / 2. Temporary seeded areas established by the developer shall be maintained by the GARAGE homebuilder and his sub - contractors. Silt fences previous!y installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" SIDE YARD �� thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for DRAINAGE SWALE access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, °s mud or debris into the storm sewer system. `yes' 4. Installation and maintenance of appropriate perimeter erosion and sediment control \ Ps measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation • (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the ° land disturbing activities on the lot until permanent stabilization has been achieved. ' I 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be CONCRETE SIDEWALK 1 redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 0 0 0 0 0 e 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. IXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE 8. When time is appropriate ,and as soon as possible, roof down spout extenders of a non - perforated drain the should be extended to the street or other solid outlet q�,_Wffl INLET PROTECTION STREET until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabilization; or SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has ONE- OR 11N0- FAMILY DVVEWNG UNDER CONSTRUCTION informed the homeowner of the requirement for, and benefits of, find SCALE: NONE stabilization. GO ,. •�TERFO G1S No. 920350 % 13 STATE OF NAL E��`• ��J111111111 \\ DATE: 08/16/05 ,x' -'' THIS DRAWING AND THE IDEA, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 U Z DRAWN BY: CHECKED BY: DRIP JCC >-Z STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: 5K \5076 \001 \DWGS \C804.DWG SHEET NO.: 4 CD �y E-4 Q z ,Z w Q z � W Q w f� w DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRIP JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: 5K \5076 \001 \DWGS \C804.DWG SHEET NO.: 4 Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cons, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials it plementation The following steps wii help keep a clean site and reduce stormwater pollution: Select designated wosb collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. in umpsters of sufficient size and number should be provided to contain the solid waste h project. generated by the p o� Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange f, regular waste collection. COPJCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AN PUMPING OPERATIONS Description and Purpoose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwoter from construction sites. Non - stormwoters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitotion(stormwater) from depressed areas at a construction site. Limi otions Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Imlementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of on earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Boo Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Murphy Hall Section 1 Name of Trained Individual: I.. 1L.:.. G...L.,.0 f ^llnu,:n n rninfnll Yac Date of Inspection: KIn If vpc dntp the rnin gtnnnprl- Inches .... No. �.....,,. ....._..... _ . _...._.. PROBLEM or CONCERN YES ADDITIONAL STORMWATER POLLUTION PREVENTION STORMWATER POLLUTION PREVENTION PLAN INDEX Alert procedures for Spills: 1. Any personnel observing a spill will immediately instigate . the following MEASURES I JCC 4 > procedure: & EQUIPMENT MAINTENANCE Are all necessary permits attained and special provisions being implemented? SHEET NO.: a.) Dialing "0' from any telephone. _VEHICLE Al Plan Index provided below b.) Notify the appropriate emergency personnel. Description and Purpose A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. 2. The Emergency Coordinator will then take the following actions: a.) Barricade the area allowing no vehicles to enter or leave the Prevent or reduce the contamination of stormwater resulting from vehicle and equipment A3 A4 Project Type: 149 lot single family subdivision. Vicinity Map: Denoted on Sheet C100 Latitude 39'59' 30 "N, Longotude 86'12' WE spill zone. maintenance by running a "dry and clean site ". The best option would be to perform be A5 Legal Description of Project Site: See attached Secondary Plat and N01 Letter. b.) Notify the Indiana Department of Environmenta! Management, Office of Emergency Response by calling the appropriate maintenance activities at an offsite facility. If this option is not available then work should performed in designated areas only, while providing cover for materials stored outside, To Location of all lots and proposed site improvements: See sheet C101 -C102. telephone number: checking for leaks and spills, and containing and cleaning up spills immediately. A7 14 Digit Hydrologic Unit Code: 05120201090060 Office 317- 233 -7745 O a A8 A9 State or Federal water quality permits: None Specific points where stormwater discharge will leave the site: The majority of Toll Free 800 - 233 -7745 Also the National Response Center at 800 - 424 -8802 Suitable Applications R� stormwater runoff from the site is directed to new Lake #1 before discharging to the Stultz & Almond Legal Drain. See Site Development Plan Sheet C101 -C102. and provide the following information: These procedures are suitable on all construction projects where an onsite yard area is A10 Location of all wetlands, lakes & water courses on and adjacent to site: None - Time of observation of necessary for storage and maintenance of heavy equipment and vehicles. A11 Wi Receiving Waters: lliams Creek the spill - Location the spill Limitations Al2 Identification of potential discharges to groundwater: None known f - Identity of material spilled Q 713 100 Year Floodplains, Floodways and Flood Fringes: None - Probable source of the spill Onsite vehicle and equipment maintenance should only be used where it is impractical to A14 Pre - Construction and Post Construction Peak Discharge: - Probable time of the spill send vehicles and equipment offsite for maintenance and repair. Sending vehicles /equipment 10 year Pre - Construction Peak Discharge - 34.5 CFS South. - Volume of the spill and duration offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor A15 100 Post Construction Peak Discharge = 13.4 CFS South. Adjacent Land Use (See stormwater Pollution Prevention Plan -Sheet C103 -C104 for more - Present and anticipated movement of the spill - Weather conditions vehicle or equipment maintenance is a potentially significant source of stormwater pollution. 14. The frame, cross- brocin and or stakes are ode uate and meetspecifications? Activities that can contaminate stormwater include engine repair and service, changing or information): - Personnel at the scene replacement of fluids, and outdoor equipment storage and parking (fluid leaks). North: Agricultural - Action initiated by personnel Catch basin insert protection is installed where required? South: Agricultural c.) Notify the Carmel Fire Department Phone: 9 -1 -1 Implementation Sediment has been removed from the practice? East: Residential d.) Notify the Carmel Police Department Phone: 9 -1 -1 A16 West: Agricultural .Locations and approximate boundaries of all disturbed areas: See Sheet C103 -C104 e.} Notify waste recovery contractor, maintenance personnel or other contractual personnel as necessary for cleanup. If maintenance must occur onsite, use designated areas, located away from drainage courses. Dedicated maintenance areas should be protected from stormwater runon and A17 for locations: Identification of existing vegetative cover: See stormwater Pollution Prevention Plan - f.) Coordinate and monitor cleanup until the situation has been stabilized and all spills have been eliminated. runoff, and should be located at least 50 ft from downstream drainage facilities and watercourses. 718 Sheet C103 -C104. Soils Map 'ncluding descriptions and limitations: See sheet C804 for soils map, description Cooperate with the IDEM -OER procedures and reports involved g.) c�� with the event. Drip pans or absorbent pads should be used during vehicle and equipment maintenance A19 and limitations. size and dimensions of proposed stormwater systems: See Site Development Plan Locations, s ize an Cleanup Parameters: Cl 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. A20 Sheets C101-C102 for proposed storm sewer system. Locations, size and dimensions of any proposed off -site construction activities associated of qualified contractors and available Vac - trucks, tank pumpers and other equipment 22. All protected dormant areas meet a minimum 70% coverage readily accessible for clean -up operations. In addition, a continually updated list of Place a stockpile of spill cleanup materials where it will be readily accessible. with his project: (None) available absorbent materials and clean -up supplies should be kept on site. A2' A22 Locations of Soil Stockpiles: None required. Existing site topography. See Site Development Plan Sheets C101 -C102 for existing site 2. All maintenance personnel will be made aware of techniques for prevention of spills. They be informed of the requirements and procedures outlined in this plan. They will be All fueling trucks and fueling areas are required to have spill kits and /or use other spill devices. topography. will kept abreast of current developments or new information on the prevention of spills protection A23 Proposed filial topography: See Site Development Plan Sheets C101 -C102 for proposed site and / or necessary alterations to this plan. Use adsorbent materials on small spills. Remove the absorbent materials promptly and 31 grading and drainage patterns. Description of potential pollutants sources associated with the construction activities: Silt 3. When spills occur which could endanger human life and this becomes primary concern, the discharge of the life saving protection function will be carried out by the local police dispose of properly. and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel and fire departments. Inspect onsite vehicles and equipment daily at startup for leaks, and repair immediately. or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in Water pumping operations-have a protected outlet and discnar e water is clear? pesticides, acid rain, Time dust and concrete washout. herbicides, p es a manner subject to the approval of the Indiana Department of Environmental Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. 82 Sequencing stormwater quality implementation relative to land disturbance activities: Management. 30. See Construction Sequencing for Stormwater pollution Prevention notes on sheet C104. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning B specifications. See Stormwater Pollution location (s) Stable construction entrance o (s ) and p Indiana Department of Environmental Management. solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary Prevention Plan Sheet C103 -C104 for location and Sheet C804 for construction entrance B1� Monitoring and maintenance guidelines for pollution prevention measures: d onsite. i Is if store containment and covers for these maters details and specifications. Straw Bale Dam Maintenance Requirements 64 Sediment control measures for sheet flow areas: See Stormwoter Pollution Prevention 1. Inspect straw bale dams after each storm event and promptly remove any sediment Train employees and subcontractors in proper maintenance and spill cleanup procedures. H33. 34. - antral measures and Sheet C804 Plan Sheet C103 C104 for locations of sediment c deposits to insure adequate storage volume for the next rain, taking care construction details and specifications. not to undermine the entrenched bales. Drip pans or plastic sheeting should be placed under all vehicles and equipment place on B5 Sediment contra I measures for concentrated flow areas: See stormwater Pollution Prevention 2. Inspect periodically for deterioration or damage from construction activities and repair docks, barges, or other structures over water bodies when the vehicle or equipment is Plan Sheet C103 -C104 for locations of sediment control measures and Sheet C804 immediately. planned to be idle for more than 1 hour. construction details and specifications. 3. After the contributing drainage area has been stabilized, remove all straw bales and B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater sediment deposits, brio the disturbed area to grade and stabilize it. p 9 g Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Pollution Prevention Plan Sheet C103 -C104 for locations of inlet protection measures and Silt Fence Maintenance Requirements Sheet C806 construction details and specifications. 1. Inspect the silt fence periodically and after each storm Event. Do not place used oil in a dumpster or pour into a storm drain or watercourse. 57 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace _ locations of runoff control measures and Sheet C804 construction details and specifications. the affected portion immediately. Properly dispose of or recycle used batteries. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest C103 -C104 for locations of stormwater outlet control measures and Sheet C804 point or is causing the fabric to bulge. Do not bury used tires. construction details and specifications. 4. Take care to avoid undermining the fence during cleanout. ?9 Grade stabilization structure locations and specifications: See Stormwater Pollution 5. After the contributing drainage area has been stabilized, remove the fence and sediment Repair leaks of fluids and oil immediately. Prevention Plan Sheet C103 -C104 for locations of grade stabilization control measures deposits, bring the disturbed area to grade and stabilize it. and Sheet C805 construction details and specifications. Temporal Sediment Trap Maintenance Requirements Listed below is further information if you must perform vehicle or equipment 810 Location, dimensions, specifications and construction details of each stormwater quality 1. Inspect temporary sediment traps after each storm event and immediately repair any maintenance onsite. measure: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of erosion and piping holes . various stormwater quality measures and Sheet C804 construction details and 2. Remove sediment when it has accumulated to one -half the design depth. Inspection and Maintenance specifications. 3. Replace spillway gravel facing when clogged. 3 1 1 Temporary surface stabilization methods appropriate for each season: See Stormwater 4. Inspect vegetation and re -seed if necessary. Inspect and verify that BMPs ore in place prior the commencement of associated activities. Pollution Prevention Plan Sheet C103 -C104 for locations of temporary surface 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the While activities associated with the BMP are undeer r way, inspect weekly to verify continued BMP stabilization measures and Sheet C805 construction details and specifications. lowest point of the settled embankment to highest point of the spillway crest implementation. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan and fill any low areas to maintain desired elevation. Sheet C103 -C104 for locations of permanent surface stabilization measures and Sheet 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway Keep ample supplies of spill cleanup materials onsite. 813 C804 construction details and specifications. Material handling and spill prevention plan: are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, Maintain waste fluid containers in leak proof condition. Purpose: smooth the site to blend with adjoining areas and stabilize it. The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to Sandbag Curb Inlet Barrier Maintenance Requirements Vehicles and equipment should be inspected on each day of use. Leaks should be repaired establish the procedures and equipment required to prevent the discharge of oil 1. Inspect frequently for damage by vehicular traffic and repair if necessary. immediately or the problem vehicle(s) or equipment should be removed from the project site. and hazardous substances in quantities that violate applicable water quality 2. Inspect after each storm event. standards, cause a sheen upon or discoloration of the surface of navigable waters 3. Remove sediment, without flushing, when it reaches half the height of the barrier. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the 4. Deposit removed sediment where it will not enter storm sewer drains. needed. surface of the water or adjoining shorelines. The Plan also establishes the activities Block and Gravel Curb Inlet Protection Maintenance Requirements required to mitigate such discharges (i.e., countermeasures) should they occur. 1. After each storm event remove the sediment and replace the gravel, replace the Definitions: Pollutant: means pollutant of any kind or in any form, including but not limited geotextile fabric if used. 2. Periodically remove sediment and tracked -on soil trom the street, without flushing, to VEHICLE AND EQUIPMENT FUELING to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, reduce the sediment load on the curb inlet protection. Description and Purpose hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed 3. Inspect periodically for damage and repair. Keep grates free of debris. 4. After the contributing drainage Brea has been stabilized, remove the gravel, wire mesh, Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and with wastes other than dredged soil. geotextile fabric and sediment deposits and dispose of them properly. leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by Discharge Includes but is not limited to, any spilling, leaking, pumping, pouring, emitting, Erosion Control Blanket (Surface Applied)_ Maintenance Requirements using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, emptying, or dumping. 1. During vegetative establishment, inspect after each storm event for any erosion below implementing spill controls, and training employees and subcontractors in proper fueling Navigable Waters: Means all waters of the United States that are connected with a navigable stream, the blanket. 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- procedures. lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a seed the area and relay and staple the blanket. . 3. After vegetative establishment, check the treated area periodically. Limitati to Temporary Gravel Construction Entrance Maintencnce Requirements Onsite vehicle and equipment fueling should only be used where it is impractical send navigable stream]. 1. Inspect entrance pad and sediment disposal area weekly and after storm events or vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should Plan Review and Amendements: heavy use. be done in conjunction with a Stabilized Construction Entrance/ Exit. This Plan shall be reviewed and /or amended, if necessary, whenever there is a 2. Reshape as needed for drainage and runoff control. change in the design of the site, construction, operation, or maintenance which 3. Topdress with clean stone as needed. Implementation materially affects the site's potential for the discharge of regulated material. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or Prediction of Potential Spills: sweeping. Flushing should only be used if the water is conveyed into a sediment Use offsite fueling stations as much as possible. These businesses are better equipped to 1. Nearest Navigable Water: Williams Creek Drainage System: A small protion of site sheet drains to north and west, trap or basin. 5. Repair any broken road pavement immediately. handle fuel and spills properiy. Performing this work offsite can also be economical by eliminating the need for a separate fueling area at a site. the rest flows via closed storm sewer system into Williams Creek. 615 Erosion & sediment control specifications for individual building lots: See Sheet C803 for 3. Possible Spill Sources (During and post construction): Vehicular sources such as - Construction details and specifications for erosion & sediment control on individual building Discourage "topping -off" of fuel tanks. leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, lots. biological agents found in trash and debris, fertilizers, household items including C1 Description of pollutants and their sources associated with the proposed land use: Silt and Absorbent spill cleanup materials and spill kits should be available in fueling areas and but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. - sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, metals, rubber fragments, road grit, salts and on fueling trucks, and should be disposed of properly after use. 4. Groundwater Contamination: The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction brake fluid, brake dust, grease, antifreeze, sands, construction trash and debris, fertilizers, household items including but not limited to agents, chemicals, paint, miscellaneous home improvement materials, toys, Drip pans o absorbent pods should used during vehicle and equipment fueling, unless fueling groundwater contamination. The facility does have city sanitary sewer and city cleaning clothing and animal waste, elevated storm runoff temperatures, acid rain, pesticides and the fueling is performed over an impermeable surface in a dedicated area. f water. pathogens. C2 Sequence describing stormwater quality measure implementation: Use absorbent materials on small spills. Do not hose down or bury the spill. Remove e adsorbent materials promptly and dispose of properly. . - 1. Inspect and maintain all erosion control measures as detailed in the Stormwater Pollution Prevention Measures Maintenance Requirements beginning immediately after installation and continuing until vegetation has been sufficiently established and all Avoid mobile fueling of mobile construction equipment around the site; rather, transport construction activity is complete. the equipment to designated fueling areas. 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after vegetative growth has been established in each area to a point Train employees and subcontractors in proper fueling and cleanup procedures. seeding and sufficient where sediment /pollutants will not enter the lake(s) or storm sewer system. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be 3. Inspection and maintenance of all common areas and infrastructure improvements is the located at least 50 ft away from downstream drainage facilities and watercourses. Fueling responsibility of the owner /developer or his designee until improvements are accepted for I must be performed on level -grade areas. maintenance by homeowners association or local agencies. Inspection and maintenance of BMP's shall follow time tables set forth in maintenance and operations manual. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. 4. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff individual lot. to control drips. Fueling operotions should not be left unattended. C3 Description of proposed post construction stormwater quality measures: Site and facility design for stormwater quality protection on this site employs a multi -level strategy consisting Federal, state, and local requirements should be observed for any stationary above ground of: 1. Multiple storm water detention ponds that slow storm water runoff to allow suspended storage tanks. solids to settle out as well as normalizing the temperature of storm runoff. Detention Inspection and Maintenance ponds also trap trash and debris for collection as part of maintenance program. Pond depths are designed to prevent resuspention of solids. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be 2. Grass lined rear yards swales at minimum slopes to slow and filter storm runoff and repaired immediately or problem vehicles or equipment should be removed from the project create infiltration. 3. On going maintenance by developer and homeowners assocation to insure that sediment, site. trash and pollutants do not enter the drainage sys,am according to the BMP operations Keep ample supplies of spill cleanup materials onsite. and maintenance manual. Immediately clean up spills and properly dispose of contaminated soil and cleanup It is the intent of this plan that the implementation of the above described storm water materials. quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. SOLID WASTE MANAGEMENT ,-4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of permanent Description and Purpose stormwater quality measures and Sheet C804 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached Solid waste management procedures and practices are designed to prevent or reduce the BMP Operations and Maintenance Manual. discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during land clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cons, coffee cups, paper bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoom and other materials send transport and package construction materials it plementation The following steps wii help keep a clean site and reduce stormwater pollution: Select designated wosb collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsite use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Make sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construction debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection. Storage, and Disposal Littering on the project site should be prohibited. To prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. in umpsters of sufficient size and number should be provided to contain the solid waste h project. generated by the p o� Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange f, regular waste collection. COPJCRETE WASHOUT The following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AN PUMPING OPERATIONS Description and Purpoose Dewatering operations are practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwoter from construction sites. Non - stormwoters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitotion(stormwater) from depressed areas at a construction site. Limi otions Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Imlementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of on earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation: Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Boo Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Murphy Hall Section 1 Name of Trained Individual: I.. 1L.:.. G...L.,.0 f ^llnu,:n n rninfnll Yac Date of Inspection: KIn If vpc dntp the rnin gtnnnprl- Inches .... No. �.....,,. ....._..... _ . _...._.. PROBLEM or CONCERN YES NO N/A 1. I Is the site information posted at the entrance? I JCC 4 > STORMWATER POLLUTION 2. Are all necessary permits attained and special provisions being implemented? SHEET NO.: (Coo(as 3. Is a construction entrance installed? Is it effective? Is it enough a C) 4. Public and private streets are clean? O 5. Are appropriate practices installed where stormwater leaves the site? � C4 U N -4 1 6. Silt fence is entrenched into the round? Q z Z w� Q 7. Silt fence is upright? Fabric and stakes meetspecifications? Fabric is not to torn? � O a � � .124 Terminated to higher round? Property 'oined at ends? < U R� U 8. ' functional? Sediment basins and traps are installed according to the Ian. The pipe or rock spillway al Q 9. The earthwork for erosion and sediment control practices is properly graded, seeded and /or mulched? w 10. Diversions swales and/or waterbars are installed to plan and protected? Q 11. Perimeter practices have adequate capacity and do not need to be cleaned out? 12. Inlet protection is installed on all functional inlets? not filter fabric under rate W 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross- brocin and or stakes are ode uate and meetspecifications? 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. 1 Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing ve etation has sufficient water and/or nutrients to row? 24. Permanent stabilization of disturbed ground isprogressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. I edin ? 27. Hard or soft armoring is installed where natural vegetation will erode? 28. Water pumping operations-have a protected outlet and discnar e water is clear? 29. A designated washout is established for concrete trucks? 30. A dum ster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are complying with the overall Ian? H33. 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE AC110N Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by: Certification Signature: _ Date: Date: Date: IF I 1 &5 z CD V) w Ir \w111111111/o NC RI Ras G � ` R ' . . .. �" G oF� � F =-a .. 920350) = _. I STATE OF �Z �� //y 4 � P /''' 0 N'AL 'i � ```` 1�,�A�, (_ DATE: 07/01 /05,,x" THIS DRAWING AND THE IDEA0! / DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2005) - . __. . .. �_) - Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 ` www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 U DRAWN BY: CHECKED BY: DRP I JCC 4 > STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: 5K \5076 \001 \DWGS \CB04 SHEET NO.: (Coo(as a C) ri O � C4 U N -4 1 >-.4 Q z Z w� Q I -i � O a � � .124 W < U R� U V 1 Q � w Q W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: DRP I JCC SHEET TITTLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R: 5K \5076 \001 \DWGS \CB04 SHEET NO.: (Coo(as / EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the work indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any changes, errors, or omissions found on the plans or in the field, before work is started or resumed. 1. In general, the items of work to be performed under this section shall include: clearing and grubbing, removal of trees and stumps (where required), protection of trees to remain, stripping and storage of topsoil, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shall be the Contractor's responsibility. 3. Provide and place any additional fill material from off the site as may be necessary to produce the grades required. Fill obtained from off site shall be of kind and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control pion for seeding and /or sodding. Any remaining top soil shall be used for finished grading around structures and landscaping areas. 6. DISPOSITION OF UTILITIES: A. Rules and regulations governing the respective utilities shall be observed in executing all work under this section. B. If active utilities are encountered but not shown on the drawings, the Engineer shall be advised before work is continued. C. Inactive and abandoned utilities encountered in excavating and grading operations shall be reported to the Engineer. They shall be removed, plugged or capped as directed by the Utility Company and the Engineer. D. It shall be the responsibility of each contractor to verify all existing utilties 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. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.04 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All building pad areas shall be compacted to standards specified by local and /or state building codes. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If on excess or shortage of earth is encountered, the Contractor shall confirm with the Owner and Engineer the requirements for stockpiling, removal or importing of earth. Minor adjustments to the grades may be required to earthwork balances when minor excess material or shortages are encountered. It is recognized by the parties hereto that the calculations of the Engineer in determining earthwork quantities shall be ac- complished in accordance with the American Society of Civil Engineers Standards for such calculations. Further, that these calculations are subject to the interpretations of soil borings as the physical limits of the various soil types, also the allowable variation in finish grade and compaction permitted the contractor, and that all of these parameters may cause ether an excess or shortage of actual earthwork materials to complete the project. If such on actual minor excess or shortage of materials occurs, the contractor shall contact the engineer to determine if adjustment can be made to correct the imbalance of earth. TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY 2002 1. Standard specifications of the District and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. If any conflict between these specifications and IAC327 exist, IAC327 shall supercede. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic hovina a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections G. and 7.3.E F- fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. 4. All sanitary manholes shall be prec,ist concrete manholes in accordance with ASTM C -478 and Section 720. 0 -rings shall conform to C -A43. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manho!es by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the va I ve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establi 3h grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211 or according to Carmel detail requirements in detail 5/C802, whichever is more stringent. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a ,professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 6 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary sever system during construction. Contractor shall utilize a pump to keep the water level below the pipe. Pump discharge shall be directed to a storm outlet in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. a 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self- sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the Wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED J. 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 contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft STORM SEWER SYSTEMS Specification Time for Length (L) Shown, min:s CHECKED BY: 1. =PE OF WORK STREETS H. Curing Concrete - Except as otherwise specified, fhe work under this section includes all storm sewers, 150 ft cure all concrete by one of the methods described storm water inlets, and related items, including 300 ft in Section 501.17 of the Indiana Department of excavating and backfilling, necessary to complete the 450 ft Transportation Specifications, latest revision. work shown on the drawings. 1. SCOPE OF WORK 0.360 L 3:46 3:46 I. Bituminous Pavement - Hot asphalt concrete 2. MATERIALS The work required under this section includes all pavement shall be as specified in Section 402 3:46 concrete and bituminous paving and related items and must comply with Section 401.05 of A. Storm Sewers necessary to complete the work indicated on drawings the Indiana Department of Transportation 5:40 and described in the specifications, including but not Specifications latest revisions. Paving will not 1. Reinforced concrete sewer pipe shall confirm limited to: be permitted during unfavorable weather or when to ASTM C -76 latest revision, with joints 6:24 the temperature is 40 degrees F. and falling. conforming to ASTM C -443 latest revision. All streets, parkin areas in contract limits 1.520 L 7:34 Curbs and gutters J. Compacted Aggregate Subbase - the thickness shown 7:34 Sidewalks and concrete slabs, exterior steps on the drawings is the minimum thickness of the B. Manholes 11:24 fully compacted subbase. Compaction shall be 8:26 2. MATERIALS accomplished by rolling with a smooth wheeled 1. Precast reinforced concrete manhole sections 9:28 roller weighing 8 to 10 tons. Compact to 90% and steps shall conform to ASTM C -478 latest A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. revision. and shall be a mix of proportioned fine and Along curbs, headers and walls and at all placed 11:20 coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate 2. Casting shall be of uniform quality, free Minimum cement content shall be 6 bags per cubic material shall be tamped with mechanical tampers from blow holes, porosity, hard spots, yard of concrete and maximum water content shall or with approved hand tampers. shrinkage distortion or other defects. They be 5.5 U.S. gallons per sack of cement, including 16 shall be smooth and well cleaned by shot moisture in the aggregate. Slump for normal 5.342 L - blasting or by some other approved method. weight concrete shall be a maximum of 4 inches 17:48 They shall be coated with asphalt paint and a minimum of 2 inches. the slump of machine 31:09 which shall result in a smooth coating, placed concrete shall be no less than 1 -1/4 18 tough and tenacious when cold, not tacky or inches nor more than 3 inches. Standard test 7.682 L brittle. They shall be gray iron meeting ASTM C -143 shall be used to measure slump. LAKE LINER SPECIFICATION ASTM A -48 latest revision. Compressive strength of concrete at 28 days shall 44 :52 51:16 be 4000 psi. All exterior concrete shall have 21 3. Joints - Manhole sections shall be jointed air entrainment of 5% to 8% by volume per ASTM C It may be necessary to construct a liner to seal the more permeable sandy clays 'a with rubber type gaskets. The rubber type -260. Retempering of delivered concrete will not and sand seams which may be present at shallow depth within the side slope or gaskets shall meet ASTM C -443 latest be allowed. Concrete shall be composed of: bottom of the excavation. The contractor shall perform soils analysis tests in the revision. 1. Portland cement - Conforming to ASTM C -150, lake area(s) to determine if the lake(s) will require a liner. In the event that 22:40 Type IA or Type IIIA. construction of a liner becomes necessary, Lake Liner specifications have been C. SUBDRAINS 34 :11 included below. 56:58 2. Aggregates: Conforming to ASTM C -33 79:46 1. Perforated plastic pipe subdrains shall 102 :33 Acceptable liners are as follows: conform to ASTM F -405. 3. Water - Shall be clear and free from 17.306 L 28:51 injurious amounts of oils, acids, alkalies, I natural Clay Liner 3. APPLICATION organic materials or other deleterious A. Laboratory testing shall be performed on the designated liner material to 115:22 substances. determine the optimum liner compaction criteria. Subsequent to determining A. Permits and Codes - The intent of this section of 80 this compaction criteria, permeability testing shall be performed on remolded the specifications is that the contractor's bid on B. Welded Steel Wire Fabric - Where required for samples, compacted to this standard. Laboratory testing shall be performed the work covered herein shall be based upon the concrete reinforcement shall conform to ASTM A185. at least one (1) month prior to initiating lining activities. drawings and specifications but that the work 160:15 33 shall comply with all applicable codes and C. Premoulded Joint Filler - Shall be of non B. The contractor shall identify and retain the engineer - approved liner material regulations as amended b an waiv?rs. Contractor 9 y y extruding type meeting ASTM D-544 except that for use on sealing the side slopes and bottom of the lake. The optimum shall furnish all bonds necessary to get permits premoulded joint filler used in concrete walk natural liner material shall not be used for other portions of site work prior for cuts and connections to existing sewers. construction may be either non - extruding or to verification that adequate resources are available and have been stockpiled. "Local resilient. It is important that the stockpiled soils be stored in as small an area as B. Local Standards - the term Standards" as used herein means the standards of design and D. Bituminous Pavement Materials - All materials possible to retain natural moisture. The contractor should anticipate that construction of the respective municipal proposed for the construction of bituminous additional soil work may be required to bring the liner material to required department or utility company. pavements shall comply with the Indiana Department uniform moisture level. of Transportation specifications, per latest C. Existing Improvements - Maintain in operating revision. All paving to be done in the same season. P g C. A representative of the testing engineer shall be present for inspection of condition all active utilities, sewers and other the base and side slopes of the lake prior to and during compaction of the drains encountered in the sewer installation. E. Compacted Aggregate Subbase: Shall be crushed liner materials. Repair to the satisfaction of the owner any damage stone or gravel. Crushed gravel shall be a to existing active improvements. minimum of 35% crushed material. Chert shall be D. The clay lining material, approved by the testing engineer, shall be limited to a maximum of 8% of the total. Material compacted to a minimum of 12 inches thick on the upper two thirds of D. Workmanship - To conform to all local, state and shall be free from an excess of flat, elongated, the side slopes and 18 inches on the lower one third. A compacted minimum national codes and to be approved by all local and thinly laminated, soft or disintegrated pieces; of 18 to 24 inches approved lining material shall be placed across the base state agencies having jurisdiction. and shall be free from fragments coated with dirt. of the lake. Compacted aggregate sholi be graded as follows: E. Trenching - Lay all pipe in open trenches, except E. The clay liner material shall be regularly sampled and tested for when the local authority gives written permission SIEVE SIZE % PASSING conformance to the moisture and Atterberg limits established for the for tunneling. Open the trench sufficient ahead 1, 1/2 100 approved liner material(s). Field density and moisture testing shall also be of pipeloying to reveal any obstructions. The performed frequently during construction to establish a correlation between width of the trench shall be the inside pipe 24 inches for inches 1 80 -100 3/4" 70 -90 density and field permeability. It is imperative that moisture levels be diameter plus 12 above the Sheet 1 /2" 55 -80 maintained over optimum as determined in laboratory testing. Only by pipe. and brace trench as necessary to protect workmen and adjacent structures. All #4 35 -60 maintaining this condition will it be ossible to approach the zero voids pOff trenching to comply with Occupational Safety and #8 25 -50 condition and maximize natural linerpca abilities. -site sources for cla P Y Health Administration Standards. Keep trenches #30 12 -30 liner material may be used with approval by the Owner's representative and free from water while construction is in progress. #200 5 -10 on -site testing engineer. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from 3. APPLICATION F. Compaction of the natural liner shall be performed by equipment operating trench dewatering to drains or natural drainage up and down the slope. Engineered natural clay liners shall not be compacted channels. A. Grading - Do any necessary grading in addition to by equipment operating around the slopes on or near the some elevation. that performed in accordance with Earthwork It is important that hydration of the clay liners takes place after installation F. Special Supports - Whenever in the opinion of the Section, to bring subgrades, after final is complete. This is typically accomplished by natural rainfall or by application Engineer the soil at or below the pipe grade is compaction, to the required grades and sections of fresh water at the rate of one quarter gallon per square foot for at least unsuitable for supporting sewers and appurtenances for site improvement. 72 hours. This recommended rate of hydration will help prevent shrinkage specified in this section, such special support, and cracking of the clay liner and maintain its integrity. in addition to those shown or specified, shall be B. Preparation of Subgrade - Remove spongy and provided as the Engineer may direct, and the otherwise unsuitable material and replace with 11. Bentonite contract will be adjusted. stable material. No traffic will be allowed on A. Materials and installation method to be reviewed by the testing engineer and prepared subgrade prior to paving. approved by the Engineer. G. Backfilling - for a depth of at least 6 inches abov,3 the springline of the pipe (Initial backfill), C. Compaction of Subgrade - The first 6 inches below III. Synthetic Liner backfill with granular material, B- borrow or the subgrade shall be compacted to at least 100% of the maximurn dry density as determined by the A. Materials and installation method to be reviewed by the testing engineer and equivilent. Tamp this backfill thoroughly, provisions of AASHO T -99. Water shall be approved by the Engineer. taking care not to disturb the pipe. For the remaining trench depth, backfill with prevented from standing on the compacted subgrade. earth or granular material containing stones or D. Utility Structures - Check for correct elevation rocks not larger than 4 inches. Backfill under of all manhole covers, valve boxes and similar and within 5 of walks, parking areas, driveways structures located within areas to be paved, and and street shall be granular material only - make, or have made, any necessary adjustments in thoroughly compacted by approved methods. such structures. The top 6 of backfill under paved areas shall be compacted No.53 stone. E. Placing Concrete H. Manhole Inverts - Construct manholle flow channels 1. Subgrade - Place concrete only on a moist, of concrete sewer pipe or brick, smoothly finished compacted subgrade or base free from loose and of semi - circular section conforming to the material. Place no concrete on a muddy or inside diameter of the connecting sewers. Make frozen subgrade. changes in size or grade gradually and changes in direction by true curves. Provide such channels 2. Forms - All forms shall be free from warp, for all connecting sewers at each manhole. tight enough to prevent ieakage and substantial enough to maintain their shape I. Subdrains - All subdrains shall be of the size and position without springing or settling, shown on the plans and shall be constructed to the when concrete is placed. Forms shall be grades shown. clean and smooth immediately before concreting. MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED J. 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 contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. Pipe Diameter In. Minimum Time, min:s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min:s CHECKED BY: PRC JCC SHEET TITLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52. 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44 :52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22 :47 34 :11 45:34 56:58 68:22 79:46 91:10 102 :33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71 :13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64:38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling 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 premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall 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 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. z 0 V U w o_ Of V it 1,-, F->- zN <ck, U C) Ln W� 0z o NV) J W �V) w N It: �C6 V � ¢W En Cl < w CD N N z 00 U-) CL >o w %o% It 11111 / / /,,, i-Rl cRos %/, ,.�G1STEj.o No. 920350 % -;0- STATE OF ! vD .... IAN ONAL 111111 DATE: 09/22/05 THIS DRAWING AND THE IDEA6/, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5076 \001 \DWGS \C901 SHEET NO.: C9(Dn Z r-i H Q Z W a r O U � U � � Q w Q C-a W DATE: PROJECT NO.: 07/01/05 5076.001 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: SPECIFICATIONS DRAWING FILES: R: \5K \5076 \001 \DWGS \C901 SHEET NO.: C9(Dn