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HomeMy WebLinkAboutSectoin 2AREA MAP. NOT TO SCALE I 91 FUTURE ASHB30OKE - SECTION THREE I 85 11 84 1 83 1 82 LY S A EASTING ASSR(M - SECTION ONE SITE MAP SCALE, 1'wn2001 SOILS. MAP NOT TO SCALE SOILS LEGEND t CrA — Crosby Silt Loom Br — Brookston—Silty Clay Loam g SECTION 17N 3E CONSTRUCTION PL CLAY TOWNSHt HAMILTON COUNTY evesoper.• w 'CK I D I EVELOPM BR.ENWI Engineer: SCHNEIDER ENGINEERING 3020 NqRTH POST ROAD INDIANAPOLIS, INDIANA 46226 (317) 898-8282 INDEX SHEET No. DESCRIPTION S-1 TITLE SHEET S-2 DEVELOPMENT PLAN S-3 EROSION CONTROL PLAN S -4—S—_/ STREET PLAN S -8—S-10 SANITARY SEWER PLAN S -11—S-12 STORM SEWER PLAN S -13—S-14 GENERAL DETAILS S-15 SPECIFICATIONS .............. Ft•"A EASTING ASSR(M - SECTION ONE SITE MAP SCALE, 1'wn2001 SOILS. MAP NOT TO SCALE SOILS LEGEND t CrA — Crosby Silt Loom Br — Brookston—Silty Clay Loam g SECTION 17N 3E CONSTRUCTION PL CLAY TOWNSHt HAMILTON COUNTY evesoper.• w 'CK I D I EVELOPM BR.ENWI Engineer: SCHNEIDER ENGINEERING 3020 NqRTH POST ROAD INDIANAPOLIS, INDIANA 46226 (317) 898-8282 Schneider Engineering Corporation CIVIL ENGINEERS LAND SURVEYORS p. 3020 NORTH POST ROAD INDIANAPOLIS, INDIANA 46226-6518 (317) 898-8282 CERTIFIED BY: RICHARD A. HENDERSON CORPS 1111111111IMMI1111 I INDEX SHEET No. DESCRIPTION S-1 TITLE SHEET S-2 DEVELOPMENT PLAN S-3 EROSION CONTROL PLAN S -4—S—_/ STREET PLAN S -8—S-10 SANITARY SEWER PLAN S -11—S-12 STORM SEWER PLAN S -13—S-14 GENERAL DETAILS S-15 SPECIFICATIONS .............. Schneider Engineering Corporation CIVIL ENGINEERS LAND SURVEYORS p. 3020 NORTH POST ROAD INDIANAPOLIS, INDIANA 46226-6518 (317) 898-8282 CERTIFIED BY: RICHARD A. HENDERSON CORPS 1111111111IMMI1111 I DATE; SHEET S-1 OF (JOB No. 813.20) 15 K .............. DATE; SHEET S-1 OF (JOB No. 813.20) 15 o All Other Finish Elevations P.K. nail in west side of power pole 1 foot up on the east side of Shelboume Road L U TO APPLICABLE LOCAL STA / If 1-800-382-5544 d approximately 2600 feet south of the centertlne of loath Street. DARDS. "' \x (000.00) Corrected Elevations MMEleva1 686.5+04 i CALL TOLL FREE ASSUMED NORTH 6. ALL CONSTRUCTION ACTIVI ON THIS SIT ' TO 8€ PhFORMED IN �j ,�• O000 Storm Structure Number cut square at the southeast corner of the concrete deck of a lift statim on the COMPLIANCE WITH APPLiC�ABLE O.S.H.A. STANDARDS FIDR WORKER �-800-428-52001 i I /south side of the subject site approximately 1600 feet west of the centerline of SAFETY. Sanitary Structure Number IShelbourne Rood. `� FOR CALLS OUTSIDE OF INDIAt4,A o� Eevot1on W4.12 SCALE: 1 -50 Flow Arrow �-......._._..._-.._....-_..w.,...-... ti Denotes Elevation and -• ._.. "" 176.ss' 164.96'^v f l 100.00 _ it7(1.00 000 0 100.00 100.00' 100 00' r 100.00 - ' APProxlmate Pad Size ;� � � 7�.__ H.P; l f31P RA _ E � �7060 "", %�"`.-�•- 5 � ,,l�tND;�CJ1PFc�ELU�aa �•� 8 .J iC �`t 8 . , �✓%�" E."L��..R ,%l. - �`✓� ..1� I 885.8 [ _.. S M I 886.5 -- -- - SSE) oo -- weo T .-1. , ... - OOP - Subsurface Drain w/4 Lateral Connection - - _ --- 000 ---'-- ° ------ sea -�'-- 000 ...- 000 - 000 ..► -- o-------ae.�• o --1t-- �X oo� SSD Invert Elevation i - -- - -- _ -t i 865.5 Minimum Flood Protection Elevation o 000.00 Suggested Finished Floor Elevation (No Pad) \ 890.5 �� 891. W- Water Main Shown for reference only. Final design I I I \;� " 49 I ft 52 51 50 - 1 V�----.____..--------`--- uj---------_-_------ t` i and installation by Indianapolis Water Co. i 91UD \ �I i "' `--� ^ I RAP Fire Hydrant d j \ t ^ ^ / Swale (IE) 1 92 1 o o N ' 55, 5'4 `*.I _ _ y i56 (1 Match Existing Elevation i a I`` 'Ci ` Cal M.E. w IOl 8925 ,r 89 0 8925 .5, , . 891.5 2 Swale Elevation (Flow Line) l � _ - _----------- -__-- - __- _- _ - - 891.8 5 - ''__.� .' 35' B.L. 26 OF 12" I ? 93 � � g I � �"�-- _ RCP ®o.5oz �- - - - _._ .- �.. - - - - --- - --- - -�= - - - - - - --- -- - -- - -•-_ -._ ,'"c� °j 8• 15' D.0-& S.E. 889.7 889.4 100.00' _ _ _ _ 0 90.54' 1 OO. DO' 100.00' L- �} 100.00' 8181, --- 1-------------- -�,� ----------- \ -- -- -- - ---- - ---- ` SSE _ J / - - -- • -- oo" ` - �__�� i P.T.=11+70.37 11+ P 10+00 -1.75% 9+� +1- 8+00 +0.67% 7+00 P.T.=6+79.84 ?0 `�! �5 , P.7 =15+47.33 \ - I 12+� 4 ------ ---- 1 g -- - --- -< -- • �- _-- 00 88 .57 g 9.64 `- D / / 1.9 0 }\d6 ��.ST 887.26 - 889 24 888.57 888.43 �_ lr - - - - Q� w ---w w w 889w20 w - __ -- - w -- - - .» s%� / -10-8 3I t, } ) o �j9s �� 9 --- q / 86 91',r.' _00 31Ar OF 8" PVC 0 0.75% .9 - -. -- - - / { 15' D U do S.E. 888.8 77 FUTURE SANITA TY SEWER I I fX��,�� �l 51 - - 25' D.U.& S.E. - - r 60 ,2 _W - 125' 18" / > 216' OF 8' PYC O i.00X OF 86 r I O I 396' Gf e' _ _ �s ��x\ c, -3TL - - - - �0 35' B.L 14 9 "�►� ® O.35r. , �>6 "`�? 1 1 47 7 I I PVC 0 0.45% \ _ -__. - - --I-- I-- - - �, '', o I : -- - --- -- -------�._ �`�s, A 26' OF 15 s" I I \ 7 1 I I \ ?S • rB990� >� 889. , I I 1 N� �;I ; X� RCP 0 0.507. I / I FUTURE ASHBROOKE ICDs. / 100' OF 18• SECTION THREE ci' V o W' RCP 0 0.357 60S CD 6rn f ' I 267' 6F 8' PVC 00.45% 7 OF I vi re 112.16 r }. 1 LLJ 83 t� , 7y 1 84 I I 82 \ \ RCP 0 0.4�X I o m � I `' I.:.._ 90.ii t 7 I I \{ I 0 +�CP 168' OF 18' RCP 0 0.507 - N j 81 \ �^ i i 15' RD.U.k S.E. -- - ---I r' ill �+ 1 7 ^S-- 15 RD.U.iit S.E. 113 O � Or _ i \ % t.C•" 165.08. I8R1.8 161.02' i J IAv�I i 15 R .U.k S ��w T.C. n I + 7.3 ",15' RD.U.& S.E. < ca \ 1 44.00 15' RD U,k C E > 8�- 1__._ _ - - - - - 7.0 // n z i� I ~ • .•. 1 H.P. ( 110 -1.� - - - t - �; 0 9 W x 1 E I 885.6 \ I -� o a U.Q.E. - �- ;182' OF 24 RCP 0 0.187 59 .� I I ` •; i\ i ir\7 `'\ \"r\•.r.4�f� ,,��1,,,1,!!`` -./' ''!•,\ -i�'e'' u'',Y 7•6J .,\t ` ;�,` (( ' I 7-r', ,...--_• i 1�/ `!f- � CP 0I .. �.f5fr .1.0 ...%. �, K+ ^ \,o•. ` 1 - ^4W77 1 _ IN 46 IL 26' OF 18' RaD 126.37 10'U. 100.00' 00 Z��j 4O 1•41 148 + N 61 .140.00 J Xt/�' - u> (II � W VC 0D.45 5.6 169.36'68 Wv03' OF + N lam- RC �08 T 2.51 77 79 129.90' 126.21 ` f _ W � {FII o t CS 80 .- g i 6 _ Io O 150.0) ns- �R�,i4} #/ 0N0O, SiIst •t, 58 7 6 I= I I I I o 8865 N N 45C, a N( 873 ;a� ( mN73 OZ886.5 8 Z 8$7.3 1 OF 5*..�..._� 35' B.L.B.L I ¢` '' I ;n I . O' 1 \ RCP 0 0.5ox 311' OF 8' PV►a 0)1.45X_ l .i' `�' i N .0 o / in °p i - - o_, 52.64' b ° 15.00' 2 885.3 4.8 15' D.U.dc S. - Q 8 I 1 6`Q ( g 6` 8 /�, Q a 0 I 89 I ` A I 62.10' 0 '>' V �7 o V [� �. 169.53 .r I 1 «� o f I W I t1 per(;7J _ - D•U•� SE ` o «, I J I 890.3 t t 1Y -V 1 .F ) I l ........ % N 01 • S p� : c� , It , 0 2+00 1+00 +1.22% I ~' 25.3 --_-- N 1+ �---- O+DQ d'o ----_ ---- I 891.5 I ..4� . +00 884.45 1 Cls 884.31 LINE -\i 885 c ( 43) o AN }g Lr - a 45.09 1D3 57 N 1o4.sa zo_R.�r a at S.E.s+ .04 15' U U g S.E. 26 OF 15" RCP 0 x.50 2('3' OF 54' RCP 0 1.347 f �. __ o' 1 Q l 5. D. �. \ �. t I os 95� �...- 10 c! - % \ `t-� - - - - - - --- - - - - - - - - - - - - - _.. BEJ - U. .&E.f g 7r 1 -- \_ �v, s, 15' RO.U.O S E. �..�. _- - - 169,70 - - - - I i I 52' OF 12' r `�' ✓I `i. ;' / 195. . 7 7.06' 150.00' RCP 0 1.t�1L \$7 j t, I ► . 15 - 886.5 O f E 7.7 _ ', _ -'�! �' ,. i + t `�' c Y y 'y f-� H.P. $MIAEE 0 $SO wST �TI1ECTldhli tAiit Y 7 �l. �• Y Y ., Y '•, cn ' `�S'� 886.5 V; - t 1 a .�.�; � rho � rr �� � � �f7:,Y, �'� t o. Y I 9 s : ter.• .�:: .. i54- (8: s ...... _ 212 OF 54 � � �.. w...•., ,"gw.:..y...w...._...._ 5 I , 1 SSG. ,. _ .- .._..._._..-.�....w.,...,......._ I RCP 0 1 347 �7 i EXISTING ASHBROOKE - SECTION ONE 74'� f' / o-'' �X� SANITARY SEWER TABLE STORM SEINER TABLE C CONFORM GENERAL NOTES: �^chr^�w 1. IT SHALL BE THE RESPONSIBILITY OF' EACH SUBCONTRACTOR TO 7. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALLY OR IN THE LEGEND VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED -- � NOTE. �o HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S BY THE BIDDING CONTRACTOR. The elevation datum used for this project was formulated to coincide with topographic RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS � Existing Storm Sewer mapping created from aerial photography This mapping was preparedbT a consultant using an incorrect elevation value for USCdGS Benchmark T 78. Since this mapping a UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE 8. IF ANY EXISTING FIELD TILE SYSTEMS ARE ENCOUNTERED DURING THE USC&GS Benchmark T-78 has been destroyedPrrrious surreys have established that a . 2 WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN f CONSTRUCTION PROCESS, THE CONTRACTOR SHALL BE RESPONSIBLE OR -----0v-0-- New Storm Sewer discrepancy existed between USceGS Benchmarks T 78 and S 78 The combination of datum based WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES, RECONSTRUCTING THE TILE TO ITS ORIGINAL CONDITIONS OR CONNECT IT these situations rasults in establishing an elembon on an elevation value LJ aZ OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD INTO THE PROPOSED STORM DRAINAGE SYSTEM. u 1.12 feet greater then the published value for USCAGS Benchmark S 78. The following 1� BEFORE WORK IS STARTED OR RESUMED. Existing Sanitary Sewer benchmarks are established on site with values adjusted far use with tbWir project only TBM 101 2. o All Other Finish Elevations P.K. nail in west side of power pole 1 foot up on the east side of Shelboume Road L U TO APPLICABLE LOCAL STA / If 1-800-382-5544 d approximately 2600 feet south of the centertlne of loath Street. DARDS. "' \x (000.00) Corrected Elevations MMEleva1 686.5+04 i CALL TOLL FREE ASSUMED NORTH 6. ALL CONSTRUCTION ACTIVI ON THIS SIT ' TO 8€ PhFORMED IN �j ,�• O000 Storm Structure Number cut square at the southeast corner of the concrete deck of a lift statim on the COMPLIANCE WITH APPLiC�ABLE O.S.H.A. STANDARDS FIDR WORKER �-800-428-52001 i I /south side of the subject site approximately 1600 feet west of the centerline of SAFETY. Sanitary Structure Number IShelbourne Rood. `� FOR CALLS OUTSIDE OF INDIAt4,A o� Eevot1on W4.12 SCALE: 1 -50 Flow Arrow �-......._._..._-.._....-_..w.,...-... ti Denotes Elevation and -• ._.. "" 176.ss' 164.96'^v f l 100.00 _ it7(1.00 000 0 100.00 100.00' 100 00' r 100.00 - ' APProxlmate Pad Size ;� � � 7�.__ H.P; l f31P RA _ E � �7060 "", %�"`.-�•- 5 � ,,l�tND;�CJ1PFc�ELU�aa �•� 8 .J iC �`t 8 . , �✓%�" E."L��..R ,%l. - �`✓� ..1� I 885.8 [ _.. S M I 886.5 -- -- - SSE) oo -- weo T .-1. , ... - OOP - Subsurface Drain w/4 Lateral Connection - - _ --- 000 ---'-- ° ------ sea -�'-- 000 ...- 000 - 000 ..► -- o-------ae.�• o --1t-- �X oo� SSD Invert Elevation i - -- - -- _ -t i 865.5 Minimum Flood Protection Elevation o 000.00 Suggested Finished Floor Elevation (No Pad) \ 890.5 �� 891. W- Water Main Shown for reference only. Final design I I I \;� " 49 I ft 52 51 50 - 1 V�----.____..--------`--- uj---------_-_------ t` i and installation by Indianapolis Water Co. i 91UD \ �I i "' `--� ^ I RAP Fire Hydrant d j \ t ^ ^ / Swale (IE) 1 92 1 o o N ' 55, 5'4 `*.I _ _ y i56 (1 Match Existing Elevation i a I`` 'Ci ` Cal M.E. w IOl 8925 ,r 89 0 8925 .5, , . 891.5 2 Swale Elevation (Flow Line) l � _ - _----------- -__-- - __- _- _ - - 891.8 5 - ''__.� .' 35' B.L. 26 OF 12" I ? 93 � � g I � �"�-- _ RCP ®o.5oz �- - - - _._ .- �.. - - - - --- - --- - -�= - - - - - - --- -- - -- - -•-_ -._ ,'"c� °j 8• 15' D.0-& S.E. 889.7 889.4 100.00' _ _ _ _ 0 90.54' 1 OO. DO' 100.00' L- �} 100.00' 8181, --- 1-------------- -�,� ----------- \ -- -- -- - ---- - ---- ` SSE _ J / - - -- • -- oo" ` - �__�� i P.T.=11+70.37 11+ P 10+00 -1.75% 9+� +1- 8+00 +0.67% 7+00 P.T.=6+79.84 ?0 `�! �5 , P.7 =15+47.33 \ - I 12+� 4 ------ ---- 1 g -- - --- -< -- • �- _-- 00 88 .57 g 9.64 `- D / / 1.9 0 }\d6 ��.ST 887.26 - 889 24 888.57 888.43 �_ lr - - - - Q� w ---w w w 889w20 w - __ -- - w -- - - .» s%� / -10-8 3I t, } ) o �j9s �� 9 --- q / 86 91',r.' _00 31Ar OF 8" PVC 0 0.75% .9 - -. -- - - / { 15' D U do S.E. 888.8 77 FUTURE SANITA TY SEWER I I fX��,�� �l 51 - - 25' D.U.& S.E. - - r 60 ,2 _W - 125' 18" / > 216' OF 8' PYC O i.00X OF 86 r I O I 396' Gf e' _ _ �s ��x\ c, -3TL - - - - �0 35' B.L 14 9 "�►� ® O.35r. , �>6 "`�? 1 1 47 7 I I PVC 0 0.45% \ _ -__. - - --I-- I-- - - �, '', o I : -- - --- -- -------�._ �`�s, A 26' OF 15 s" I I \ 7 1 I I \ ?S • rB990� >� 889. , I I 1 N� �;I ; X� RCP 0 0.507. I / I FUTURE ASHBROOKE ICDs. / 100' OF 18• SECTION THREE ci' V o W' RCP 0 0.357 60S CD 6rn f ' I 267' 6F 8' PVC 00.45% 7 OF I vi re 112.16 r }. 1 LLJ 83 t� , 7y 1 84 I I 82 \ \ RCP 0 0.4�X I o m � I `' I.:.._ 90.ii t 7 I I \{ I 0 +�CP 168' OF 18' RCP 0 0.507 - N j 81 \ �^ i i 15' RD.U.k S.E. -- - ---I r' ill �+ 1 7 ^S-- 15 RD.U.iit S.E. 113 O � Or _ i \ % t.C•" 165.08. I8R1.8 161.02' i J IAv�I i 15 R .U.k S ��w T.C. n I + 7.3 ",15' RD.U.& S.E. < ca \ 1 44.00 15' RD U,k C E > 8�- 1__._ _ - - - - - 7.0 // n z i� I ~ • .•. 1 H.P. ( 110 -1.� - - - t - �; 0 9 W x 1 E I 885.6 \ I -� o a U.Q.E. - �- ;182' OF 24 RCP 0 0.187 59 .� I I ` •; i\ i ir\7 `'\ \"r\•.r.4�f� ,,��1,,,1,!!`` -./' ''!•,\ -i�'e'' u'',Y 7•6J .,\t ` ;�,` (( ' I 7-r', ,...--_• i 1�/ `!f- � CP 0I .. �.f5fr .1.0 ...%. �, K+ ^ \,o•. ` 1 - ^4W77 1 _ IN 46 IL 26' OF 18' RaD 126.37 10'U. 100.00' 00 Z��j 4O 1•41 148 + N 61 .140.00 J Xt/�' - u> (II � W VC 0D.45 5.6 169.36'68 Wv03' OF + N lam- RC �08 T 2.51 77 79 129.90' 126.21 ` f _ W � {FII o t CS 80 .- g i 6 _ Io O 150.0) ns- �R�,i4} #/ 0N0O, SiIst •t, 58 7 6 I= I I I I o 8865 N N 45C, a N( 873 ;a� ( mN73 OZ886.5 8 Z 8$7.3 1 OF 5*..�..._� 35' B.L.B.L I ¢` '' I ;n I . O' 1 \ RCP 0 0.5ox 311' OF 8' PV►a 0)1.45X_ l .i' `�' i N .0 o / in °p i - - o_, 52.64' b ° 15.00' 2 885.3 4.8 15' D.U.dc S. - Q 8 I 1 6`Q ( g 6` 8 /�, Q a 0 I 89 I ` A I 62.10' 0 '>' V �7 o V [� �. 169.53 .r I 1 «� o f I W I t1 per(;7J _ - D•U•� SE ` o «, I J I 890.3 t t 1Y -V 1 .F ) I l ........ % N 01 • S p� : c� , It , 0 2+00 1+00 +1.22% I ~' 25.3 --_-- N 1+ �---- O+DQ d'o ----_ ---- I 891.5 I ..4� . +00 884.45 1 Cls 884.31 LINE -\i 885 c ( 43) o AN }g Lr - a 45.09 1D3 57 N 1o4.sa zo_R.�r a at S.E.s+ .04 15' U U g S.E. 26 OF 15" RCP 0 x.50 2('3' OF 54' RCP 0 1.347 f �. __ o' 1 Q l 5. D. �. \ �. t I os 95� �...- 10 c! - % \ `t-� - - - - - - --- - - - - - - - - - - - - - _.. BEJ - U. .&E.f g 7r 1 -- \_ �v, s, 15' RO.U.O S E. �..�. _- - - 169,70 - - - - I i I 52' OF 12' r `�' ✓I `i. ;' / 195. . 7 7.06' 150.00' RCP 0 1.t�1L \$7 j t, I ► . 15 - 886.5 O f E 7.7 _ ', _ -'�! �' ,. i + t `�' c Y y 'y f-� H.P. $MIAEE 0 $SO wST �TI1ECTldhli tAiit Y 7 �l. �• Y Y ., Y '•, cn ' `�S'� 886.5 V; - t 1 a .�.�; � rho � rr �� � � �f7:,Y, �'� t o. Y I 9 s : ter.• .�:: .. i54- (8: s ...... _ 212 OF 54 � � �.. w...•., ,"gw.:..y...w...._...._ 5 I , 1 SSG. ,. _ .- .._..._._..-.�....w.,...,......._ I RCP 0 1 347 �7 i EXISTING ASHBROOKE - SECTION ONE 74'� f' / o-'' �X� SANITARY SEWER TABLE STORM SEINER TABLE C CONFORM GENERAL NOTES: �^chr^�w 1. IT SHALL BE THE RESPONSIBILITY OF' EACH SUBCONTRACTOR TO 7. ALL QUANTITIES GIVEN ON THE PRINTS. VERBALLY OR IN THE LEGEND VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED -- � NOTE. �o HIS PHASE OF WORK. IT SHALL ALSO BE THE SUBCONTRACTOR'S BY THE BIDDING CONTRACTOR. The elevation datum used for this project was formulated to coincide with topographic RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS � Existing Storm Sewer mapping created from aerial photography This mapping was preparedbT a consultant using an incorrect elevation value for USCdGS Benchmark T 78. Since this mapping a UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITY BEFORE 8. IF ANY EXISTING FIELD TILE SYSTEMS ARE ENCOUNTERED DURING THE USC&GS Benchmark T-78 has been destroyedPrrrious surreys have established that a . 2 WORK IS STARTED. THE SUBCONTRACTOR SHALL NOTIFY, IN f CONSTRUCTION PROCESS, THE CONTRACTOR SHALL BE RESPONSIBLE OR -----0v-0-- New Storm Sewer discrepancy existed between USceGS Benchmarks T 78 and S 78 The combination of datum based WRITING, THE OWNER OR THE ENGINEER OF ANY CHANGES, RECONSTRUCTING THE TILE TO ITS ORIGINAL CONDITIONS OR CONNECT IT these situations rasults in establishing an elembon on an elevation value LJ aZ OMISSIONS, OR ERRORS FOUND ON THESE PLANS OR IN FIELD INTO THE PROPOSED STORM DRAINAGE SYSTEM. u 1.12 feet greater then the published value for USCAGS Benchmark S 78. The following � BEFORE WORK IS STARTED OR RESUMED. Existing Sanitary Sewer benchmarks are established on site with values adjusted far use with tbWir project only TBM 101 2. STANDARD SPECIFICATIONS FOR THE CITY OF INDIANAPOLIS, INDIANA New Sanitary Sewer Top of railroad spike In centerline of Shelboume Road approximately 1335 feet SHALL APPLY FOR ALL SANITARY AND STORM SEWER. Existing Contour south of the centerline of 106th Street. Elevation - 890.98 3. ANY PART OF THE SANITARY OR STORM SEWER TRENCHES RUNNING 000.0 Existing Elevation TIM 102 Top of boat spike in centerllne of Shelboume Road approximately 2600 feet south UNDER PAVED AREAS TO BE BACKFILLED WITH GRANULAR MATERIAL. 000.00 New Pavement Elevation of the centerline of 106th Street. Elevation = 885.42 4. ALL GRADES AT BOUNDARY HALL MEET EXISTING GRADES. TM 103 r, TEMPORARY TRAFFIC CONTR1 RING CONSTRUCTI T HOLEY MOLEY SAYS. " DON'T DIG eUwe» w �p � o � 62� I^ `�I �..,.. � 150. �(/ �---- _1 Ise77- I � 101 � I EXI5T11N0'LAKE fl (BUILT WITH SECTION ONE NORMAL POOL ELEV.=879.0 ;' 100 YR. FLOOD SIR j STA BASE OFTSET LT/RT TYPE TC INVERTS 1 5+30 A 40.0' RT MANHOLE 888.3 882.13(S) 2 2+76 C 37.5' RT MANHOLE 885.8 876.70E 876.80(W) 3 5+00 C 37.2' RT MANHOLE 886.8 877.84(E) 4 12+47 A 30.0' LT MANITOLS 888.8 876.35(5 876i45(E k W) 5 17+37 B 37.5' LT MANHOLE 889.0 878.23(E) 878.33(W) 6 9+11 A 30.0' I_T MANHOLE 889.6 879.14(W) 819.34(E k S) 7 6+95 A 30.0' LT MANHOLE 890.0 881,50(W) 8 2+98 D 27.5' RT MANHOLE 890.0 880.54(N) ELEV.=883.67 "I TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 STIR / STA eA-LK " OFFSET LT/RT TYPE TC INVERTS 101 2+24 C 240.0' LT ua�w"� 873.50 102 1+60 C 35.0' LT MANHOLE 885.3 876.34(.S & E 880.8 N 103 0+34 C 35.0' LT MANHOLE 887.0 818.01 W 879.77(N) 882.70(E) 104 12+65 B 42.0' LT MANHOLE 888.3 880.28S 8 N 880.28(E) 105 12+21 A 180' RT SPECIAL INLET 883.50 106 1+13.51 C 13.0' LT CURB INLET 884.31 880.93(S k N 107 1+73.51 C 13.0' RT CURB INLET 884.31 881.06(S do N 108 1+73.51 C 125.0' RT BEEHIVE INLET 885.6 882.31(S) 109 10+71.95 B 15.0' RT CURB INLET 886.40 983.22(W) 110 12+63 8 164' RT BEEHIVE INLET 884.5 881.21(W k E 881.96M 111 1+45 D 13.0' RT CURB INLET 886.95 881.54(W) 882.04(E) 112 1+45 D 13.0' LT CURE! INLET 886.95 882.20(W do E) 113 7+00 A 145.0' LT BEEHIVE INLET 887.0 883.04(W do N) 114 6+95 A 45.0' LT MANHOLE 889.1 M3.39(S & E 115 5+40 A 13.0' LT CURB INLET 887.60 883.83(W) 884.08 NE 116 5+40 A 13.0' RT CURB INLET 887.60 884.21(SW) W 2 Z CCr � �o a 3 U � a 0 � 2 w 7� a- o LJ aZ N u � o � TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 STIR / STA eA-LK " OFFSET LT/RT TYPE TC INVERTS 101 2+24 C 240.0' LT ua�w"� 873.50 102 1+60 C 35.0' LT MANHOLE 885.3 876.34(.S & E 880.8 N 103 0+34 C 35.0' LT MANHOLE 887.0 818.01 W 879.77(N) 882.70(E) 104 12+65 B 42.0' LT MANHOLE 888.3 880.28S 8 N 880.28(E) 105 12+21 A 180' RT SPECIAL INLET 883.50 106 1+13.51 C 13.0' LT CURB INLET 884.31 880.93(S k N 107 1+73.51 C 13.0' RT CURB INLET 884.31 881.06(S do N 108 1+73.51 C 125.0' RT BEEHIVE INLET 885.6 882.31(S) 109 10+71.95 B 15.0' RT CURB INLET 886.40 983.22(W) 110 12+63 8 164' RT BEEHIVE INLET 884.5 881.21(W k E 881.96M 111 1+45 D 13.0' RT CURB INLET 886.95 881.54(W) 882.04(E) 112 1+45 D 13.0' LT CURE! INLET 886.95 882.20(W do E) 113 7+00 A 145.0' LT BEEHIVE INLET 887.0 883.04(W do N) 114 6+95 A 45.0' LT MANHOLE 889.1 M3.39(S & E 115 5+40 A 13.0' LT CURB INLET 887.60 883.83(W) 884.08 NE 116 5+40 A 13.0' RT CURB INLET 887.60 884.21(SW) W tY w U N 00 00 0 �Z N O m x o Q _m d � �a O oN � N Z OQ tY n - WW iLJ 11 -o Z oz co z vi w o0 d W L -1 Z � Q � L- Z � O U c N •Q7 � n� _> c U � N � o /c��/ry'� � � to W � r - Z - Q O Q ~ �W opo J F= > z Q Vty ) C:) -' d. U z W, � 0 CO CJ- Cr- � � � W Q � � � w C) Q -� aQf of - w d t- SHEET S`2 OF 15 FILE NAME: 81320EV1 W 2 Z CCr � �o a 3 U � a 0 � 2 w 7� a- o LJ aZ N u � o � rn o, ka N E 0 1 . o 884.46 NE 117 5+36 A 276' RT END SECTION 886.50 SW 118 10+80 A 13.0' LT CURB INLET 886.57 882.48(S) 882.73(W) 119 10+80 A 13.0' RT CURB INLET 886.57 882.86(S) W tY w U N 00 00 0 �Z N O m x o Q _m d � �a O oN � N Z OQ tY n - WW iLJ 11 -o Z oz co z vi w o0 d W L -1 Z � Q � L- Z � O U c N •Q7 � n� _> c U � N � o /c��/ry'� � � to W � r - Z - Q O Q ~ �W opo J F= > z Q Vty ) C:) -' d. U z W, � 0 CO CJ- Cr- � � � W Q � � � w C) Q -� aQf of - w d t- SHEET S`2 OF 15 FILE NAME: 81320EV1 W 2 Z CCr � �o a 3 U � a 0 � 2 w 7� a- o W tY w U N 00 00 0 �Z N O m x o Q _m d � �a O oN � N Z OQ tY n - WW iLJ 11 -o Z oz co z vi w o0 d W L -1 Z � Q � L- Z � O U c N •Q7 � n� _> c U � N � o /c��/ry'� � � to W � r - Z - Q O Q ~ �W opo J F= > z Q Vty ) C:) -' d. U z W, � 0 CO CJ- Cr- � � � W Q � � � w C) Q -� aQf of - w d t- SHEET S`2 OF 15 FILE NAME: 81320EV1 W 2 Z CCr � �o a U � a 0 � 2 w a- LJ aZ N u � o � rn o, ka N E 0 1 . o Z U Li 5t p{p. W tY w U N 00 00 0 �Z N O m x o Q _m d � �a O oN � N Z OQ tY n - WW iLJ 11 -o Z oz co z vi w o0 d W L -1 Z � Q � L- Z � O U c N •Q7 � n� _> c U � N � o /c��/ry'� � � to W � r - Z - Q O Q ~ �W opo J F= > z Q Vty ) C:) -' d. U z W, � 0 CO CJ- Cr- � � � W Q � � � w C) Q -� aQf of - w d t- SHEET S`2 OF 15 FILE NAME: 81320EV1 Benchmarks NOTE. The elevation datum used for this project was formulated to coincide with topographic mapping created from eeriel pbotograpby. This maPPmlr was PmPw,edby a consultant using en incorrect elevation value for USChCS Benchmark T-78. Since this rrlappmg (BOWS Benchmark T-78 has been destroyed. Pmvwus surveys have established that s discrepancy existed between tS'CdCS Benchmarks T-78 and S 78 The combination of these situations results in establisbiag an elevation datum based on en elevation value 1.12 feet greeter than the published value for (I,SChGS Benchmark S 76. The following benchmarks are establ abed on site with values adjusted for use with this project only. TBM 101 Top of railroad spike in centerline of Shelbourne Rood approximately 1335 feet south of the centerline of 106th Street. Elevation = 890.98 TBM 102 Top of boat spike in centerline of Shelboume Rood approximately 2600 feet south of the centerline of 106th Street. Elevation = 885.42 TBM 103 P.K. nail in west side of power pole 1 foot up on the east side of Shelboume Road approximately 2600 feet south of the centerline of 106th Street. Elevation = 886.54 TBM 104 A cut square at the southeast corner of the concrete deck of a lift station on the south side of the subject site approximately 1600 feet west of the centerline of Shelboume Rood. Elevation - 884.12 } sees - . ,. .. :$r „„ , :;,,,w, , ..:.„v w:w:fi• - 7 +,-:, ys,>;,- Po' @'",fl : n. '{ ,"§; :o+s+: t :: ,;: nom. fir, .+ _: w .. e ) ?1 x . .i. r .c d ,'.ti r 1., , .m:. ,: ,: k.. t. A, v,...., e •., •. ... ,.:: "...,-kMi�»„?+ ^,:,, '}h^r. ,- _<.. k. , z .,..e :. s ,.., . '.::. a ,w„ br • r am..: e'+ *e (x:a'�' - ,'tCn ... v , 2'„ ,M ...'errs . a-.. ,-.,, suss -. r e:;.. r ,4 v ✓.. ..a:.. P ..i:�., .,. 1 ,/�,, . 4: esus, S .., esus, , .. 4 n . ,. :.. ;. rc.-., Y ,-... .*s... n: �. .:, .esus .,.:. ., ;' ...xy, ..'b t. „ w^ n •kr - ¢¢ y' wet:•= a,. a ... .. ,'� 4H sees w ., s. ... }. xr :. .. sees .y sees,.' � 'm,. i8 '„F:"•. F v. , ,.,.r, , b . « ,.,,, 5 uses. .:: 4, n, .�• .1. -i. ,�,�P ;yy }a,• :f, ,.z .. , f. :.., ., sees > : f;: ,.. .,W"_n: t w ..t ';t ,:w r#', 't,`• ,.,,_ esus ,,. : �..,: .r. ,s ;-:r,.. _a ."rine ...,..... ,,,. ars t-" ,. r.-:.. . sees.-'�., ,�: ,. -,,: ,. .•' -, �M,. .n d. r. ::r, ek ? ,,., ..,sees, a .•.r <.,, - < 4. .,. .w .»,:, >.. .,, -�, .." - :,, ... ...„ •s.;` , < ,x, ,:,.,�..ka�'r;" 1'Ti .,•a:. tT , ., P.•i�7Pl �e. ,_':x"" k` . , i _ "w n HOLEY MOLEY SAYS, LEGEND stake (ty9) " DON'T' flow DIG ==m Existing Storm Sewer o straw bale ---o---- New Storm Sewer NOTE: Existing Sanitary Sewer New Sanitary Sewer Ntan SHADED AREA DENOTES AREA TO (n -t. s.) "»�--•-_.�,.r__, Existing Contour ,take (typ) 6E SEEDED AND STRAW MULCHED. 000A.) Existing Elevation ��� bale 1 _ _ `r � . � I w Water Main Shown for reference only. Final design 3•-6'undertoe I Y Fire H rant � and installation by Indianapolis Water Co. 7" 8 e 1-800-382-5544 _-_.-�aa. Swale (its I Profile (n.t,a.) ; �, r <�' / � f CALL TOLL FREE 1-800-428-5200 d SEDIMENT FILTE� DETAIL �� t' FOR CALLS OUTSIDE OF INDIANA 1 1 f _. _ r t \ sees.. - lY-. yf: T*• �T!,,�„•m r �r > X x t . :. / :,' '. ,. f. C . P' •.,a„14v.Z" �' .. „. .1' ;... - :r �- pT� �• . G' see •J •p Tq 1 C • e e e p ,y . -'r o:: .': I . �' ---` - L ' �- •�•'` .__ ,•• rte,•• . ; • .', • . ', • . I 125'f _.y '`' ':1 53 52 51 50 49 :i 1 _. I 91 I 1 �\ �; E 92 \ / I I 56 1:•'' ''•' \\ I I . I� \\ I I j \ \ \ '' - I w s i ��� < " I 4 ��»� ASSUMED NORTH 5' Q SCALE: 1 "=50' W = .,. , a ~ \knrt,� • �, o ... * .. ' o w • _ t }y. ti"F M' �'' r ": ,�: ;' ;: x• w:;::r' e. ,r. '. '. • •., ' :" b ---T . ` : �'. jj3 3 �.. :> Q Ito i J t av: t e STRAW BALES i (•':,��'�,•:• •" (typical) I __ I �. � • l i I I - // -... ' .•' i . �_ 48' ',''' m sa - � ra• \ . I I I 0 a \ \ e{a 1 I r--! `T�, .v. 1 �:. k \ 1 I I c I ::. J +. } \ 3. \ 9 , f, I I \ \ .j \ ��, ,. F .• 1. I t• Z -J } 1 / ` :j, :' \ � 3 11 �.T • \ -- ---- { ;; : -:;`; \ -' y I 44 1 1 { ry , / �� •� _ esus . :,f / ._ ._ --- - _ _ _ -_-_-- --__ ` i� �ji _ _ , w ��_�_ w y. ,;€ / _ _ w. w +► f' �' �' ----- - -- M , / < 1 , C I: ��� . vv sb t0 t %` i.+ i l: r C w3 S7 .' e ti L,, O •r } v' 47 n I ': sees :�.:,:.:. l jf 86 •.E r E I •I. / K' %. F 1 -'• I I f 1 s t F^ 4. I 3 f, r C I I '. / l I '�I } I ( ROOKE I l R ASHB \ �' FU TU E w. i I AJ :: •'1 € SECTIO N THREE �� I fib I ;E' I I 1 6 -� :, :. '- t:w ... sees :1 sees ..:: 83 .' •'.' •'.' •'. , ' ' . . '. ,•'.... t 82 •. •. �' s4 I � .•..•..•..'• .' ..' eyes' ... 3. �•. / i , I \ �. • F / I I i €". I �w. ro e 1 Ta . .. I t .f (t\ t 8 1 . 1 I •1 1 •l i E� 1 �`��- - ------ / l--------- ---- ,+�'- o . I �' 5 / t rF ,=,• ._. •�1 59 I.. / I j' �. •\ + ` '' .j i 46 -.' f s \ 'I { �. .I. �� t C. '. . a Y :' 1• 'k' �.' _ _ a - - - - - - - - - �• r 61 Y U w 2 U W a n Ib 0 z Y U W U Q Q Q' 0 C i q_ 1- a 8 I , +p , '0 P r, -r• (n Z ZZa = 1 1 O o ASSUMED NORTH 5' Q SCALE: 1 "=50' W = .,. , a ~ \knrt,� • �, o ... * .. ' o w • _ t }y. ti"F M' �'' r ": ,�: ;' ;: x• w:;::r' e. ,r. '. '. • •., ' :" b ---T . ` : �'. jj3 3 �.. :> Q Ito i J t av: t e STRAW BALES i (•':,��'�,•:• •" (typical) I __ I �. � • l i I I - // -... ' .•' i . �_ 48' ',''' m sa - � ra• \ . I I I 0 a \ \ e{a 1 I r--! `T�, .v. 1 �:. k \ 1 I I c I ::. J +. } \ 3. \ 9 , f, I I \ \ .j \ ��, ,. F .• 1. I t• Z -J } 1 / ` :j, :' \ � 3 11 �.T • \ -- ---- { ;; : -:;`; \ -' y I 44 1 1 { ry , / �� •� _ esus . :,f / ._ ._ --- - _ _ _ -_-_-- --__ ` i� �ji _ _ , w ��_�_ w y. ,;€ / _ _ w. w +► f' �' �' ----- - -- M , / < 1 , C I: ��� . vv sb t0 t %` i.+ i l: r C w3 S7 .' e ti L,, O •r } v' 47 n I ': sees :�.:,:.:. l jf 86 •.E r E I •I. / K' %. F 1 -'• I I f 1 s t F^ 4. I 3 f, r C I I '. / l I '�I } I ( ROOKE I l R ASHB \ �' FU TU E w. i I AJ :: •'1 € SECTIO N THREE �� I fib I ;E' I I 1 6 -� :, :. '- t:w ... sees :1 sees ..:: 83 .' •'.' •'.' •'. , ' ' . . '. ,•'.... t 82 •. •. �' s4 I � .•..•..•..'• .' ..' eyes' ... 3. �•. / i , I \ �. • F / I I i €". I �w. ro e 1 Ta . .. I t .f (t\ t 8 1 . 1 I •1 1 •l i E� 1 �`��- - ------ / l--------- ---- ,+�'- o . I �' 5 / t rF ,=,• ._. •�1 59 I.. / I j' �. •\ + ` '' .j i 46 -.' f s \ 'I { �. .I. �� t C. '. . a Y :' 1• 'k' �.' _ _ a - - - - - - - - - �• r 61 Y U w 2 U W a n Ib 0 z Y U W U Q Q Q' 0 C / } N e_ , \I ° ,.-.. ........�., �.:. ._. ,,, .. ,. sees ,' - S , • y sees.,. F . , _ :. -. N Jy/L, i /' S7 4.} . •'- ,> Z I N \ f ':..:' tr` w i A S :'':':': ' :':' TRAW BALES S`AW BALES I STRAW B LE O /" S e r 68 .1 x , 1 .7' __ O jI. 1 \\ �. '�1 Q yes \ a i� 1 _ i a � � ca a to t c \, 1 ( ( ar yP 0 \ 11 0 .J ta � 'w• ti O .. 111 �' •l• •� �% 1 .f t lb \ L� E e Q r teas • tl �� t.. tr ,e. I o r� \ 77 4 79 1 80 1: f 1 O 58 N ti �.. ' r �. O a F N , f """' F Z Q 1:' t sees ' 4 ' • �:. , : �1' a 1 ' •:I sees .' _ R sees ., � � sees--�._.__-.� , � ... . ... use's sees �`\, ,� _ _______. 3 •' :'. w I. s W _ f . \ 1 „ i \ . .. Z � . . . . . . (. . 1• 1 Z - {. . . . . . . . . �. ; I r r+ . a + • : W \ 1 e j I' �'. z K' A :-. 1• : .�� 1 y� ' - ' ' -.Y�-tip iitl ••ice'' '��v j 1,.'' I !rl Z J y. 1 �� . h, O I ��'. W O � 9 64 f J- i 1 \' .w sees.. sees.. . sees... .. sees sees.. , _ � :I Q ,X . t -f' ' r7 j€ .fin t �. e f F' Z r' rr • ,., W i i I I i yy P a l I• e. r • i I xx a Q - . , - _ ,est 111 --_- d z 4 - f%i S i I rc W {{ttttff i \ i ! z L is a Z t' - r ere t • 3 tt) ,�` 6 - I 1 � r r< �:I I R L V t r'' -s n -- cn II 'v1 t / �•'•' :C I ,�. I V �r. � •., . ,:. • •::sees.: ., _ 44 ,:. I i � I \ r a� I w -", I, l" 1 r' f . c' %`} . I S'' N, . •. ,' a..* f ) e , . A I F' t \ r . > c t > :, ' 1 I \ } o I _� �'•' ' �LS U X' T� r' t r. '_`l r' :::: . jx A 1 r- f __ n ..,,>.,r< ,' .''•'• j/ sees._ ... 1 I \. T f�� / «. .. .'' ,-^.,.-.•_, sees ,r•.t � �---sees... - 9 x a o. _ . t i t >� � ,, sees.. uses.. -...-..• �" _,..,_ . ,:: I •`^•-. '�. - - - - .:�.. - sees-_.- - •�....._,_......-.`- - ' .r . . . 'k r E 1 x .> . . . . . .� € t w , - -`- A ,,::, ,r, r :, ; 1 r' ___...,_ ._ { �. -.. _... I r `.. I :. . 1. r t / - _. __.._ _- __ . _. t �.,...,,..... . . , I :, �' • . .sura -r \_ "^\. _ i ,frif ` V :1l �/'' t I � sees.- . . • � / '� t ,t ,is' � iii Chi ._,,esus __...«_. v 1 waw t '\ / _ , (. .. •3 SWALE t IRSTAELM 1�TH ECTR1 (W,., Y „4 Y.._Y �,_ , t ` Y 1€ "`f `.. 71 _ t - „ 00 Z I , ' ' . ---..-`• � _suss. ..�w. I . , \. t _w- w - h w._..__w_- . 1 \ 1� 1 ... r - .. , • .' - ", 'C '-, - t� - . ,r!��,� .._. 3 ' t mac _ . ,r x %�.,rA µ_, __. .. _,._ _ ._..,_........ w . w Z r ,: - 1 / X i >� �. l A t � 7 1 I a -,.,..-.._w...„,„,•, ^- ,_.w... w..,.......... w .___,_ , _...,.__...w._w.....�.._--.,_.._ m 3 I. w suss_ _ .w._.._.. \ �zl �n . - ' • • ..., o. w,m .+,.. ^'_M•"O»»�ltt9irHblseWMm•e�•m • ... w. ...n .. ,suss. ... / / . i _.. > - _: _ _ - -.€agS�lG ~E..,,... CTI�ON � I r , r \ ff� _ t S % 1, m .. I ' 7 : ! • ,'. .� Seedbed Pr*parotlan x• �_° ` t -`x 4•n O Z / IJ tq 'r .' •'I ��' _ ON TROL / E M t w I / \ 1 74 : ..:; \ �, • ......,....._..... � »sees ,,,+''"%P't --- -- d P Y ra a p2- W eel«�t ) d , M� y R ON 11 � �' �� �� • 7�°fR`Y �dl^9 � 1 IMn. to ee tin to the IevN nwWd for '' W • .. a • •� ,.�: Apply 3 pounds or 2 12 -12 analysis i Alzer ( equl ) pal• �� .� :, \ ( /' . v 4` I '''� \ \ h,' `�` w.. .rte, Jon Feb Mar Apr Yo .Ain Jul... u0 QP t ov ee 1000 R. 2 oxlmotal 1000 nda 9 to y �- r 11 \ .� r . \. *•.,.,w.„,..�,.. �.4-,„ ., _, „ y w. (n of y poi per «re) or rertmre aen m9 • LAND ALTERATIONS WHICH STRIP THE LAND OF ,�. 0- Z \ \ i 1 `� a ? "'�I matter and MiNlty wM greatly enhmce vwgelathw growth. `� „'C j •low In qo Ic 2 *- 7 € \ �• :.. :•'. 4.:, 1. VEGETATION INCLUDIN REGRADING SHA BE Z 'Q •' ammanlum (trate an area v n \ \ , .: ,\ � \\\ , , 'I, c#- m ^� Y eat a Ry _ yyerk11 ean r.rtnlr.�and Ilme Into ue .aa ro a to at z-3 oche. s DONE IN A WAY THATGWILL MINIMIZE EROSION � � --J _ t \ f %/ -! �. \ 1 �° ti ' /'' •fit. - wnh o norraw. dlw ar nolo operates avow tins rap. o�mxzl a. paeeda r:=`£' WHENEVER FEASIBLE, NATURAL VEGETATION (� Q- \ j ( ',• . t , � \ '',: -„t / ;` � k` SHALL BE RETAINED, PROTECTED AND SUPPLEMENT. U � \ I \ i f �� '� ! ,' ' ' I 1 '� •\ -- - - Annual Ryegroee Seeding s+ \ / \ uv,.• f ��,,... j �C -'��// ! y. \x_ r - --- - --- Srect a seed mhlure based m pro)ected use of the ares (Figure 5-2), a . , . V J ,esus \ \ f t • �. ' �:r . , �^, whle caneklerin Dart eeedY+ dates. See Fl re s--3 this sheet_ 11 tiler- . i'. wee. are a prmlern, much as soft tolerance of seedings od)omnt to street. • THE DURATION OF TIME WHICH AN AREA REMAINS � f \ \ \ • R.."'...s.....,,-y '_' - ��' _ _ - _- ` \ J 1 r �' �,",V, I \\'�' �\. / ,r Permment Seeding Dotes and highways. w Fi gore 5-. thb sheet b.fers noel sreetlon. i EXPOSED SHALL BE KEPT TO A PRACTICAL I Y �"' \ ♦ SOIL g soft MINIMUM. THE AREA SHALL BE STABILIZED AS U Z ,� _ "' \ - - N •'\ "7`"'� r FI ore S-2: Permrnent Semi IMlxtunw Teleran \ "� \ , v - �' _ - - ` „_ _ ' _ - �. Oma' g +! :. afp {� QUICKLY AS PRACTICAL. --- .r '� 1 r••' , - W toNDllt M f I� s i f f f i 1i csn. sos� w O . _ T ` m \ \ \ • • 9.' - 1 __.__,----.-'.^'"" �. ! )/ I- \\" Nan specl.e Seeding Rat• Suitable pit Site Suitabillty \• ` _ _ - - - - _ _ _ _,.G`. _ _ _ _ -- �,..- ( ,:''�,�'-IMgoted• Ibe/.ere lbs/1000 nrdl (7esping Red Fwou* • TEMPORARY VEGETATION OR MULCHING SHALL O --1,--- Z \ \ _ - - - - \ % , / >q. ft Droughty Drained wet Feeing rubra 2 1 2 1 1 1 ` Mod. 1 20-25 12-1e 7-21 S w Z . \I, �,. _ . rrk I I � \�v_� `,�, l � '^'9°ted _ _ _ ____ - __ _- ___ - _- __. -, - - __ - _ BE USED TO PROTECT EXPOSED AREAS DURING O U `.. ,., „� •r " .r \ / I ) �..l1� A ) „r ! lewd and Sloping, Open Areas Kentucky Sluegrowe 2 1 2 1 1 1 1 25-J5 12-19 10-20 . IL ` _ - - ......... ._ _ - - - - - - - - r'` i `\..- __. ! Dorman Poo protlnsb DEVELOPMENT. �•v�� CYi -' # _ _ _ _ _ _ _ . _ - - - - - ! ,,./' ! �.•.,, _'_•,..-..,._,.,.._..- �dne _.. -. _ -- -_._ _-.. __. _ 1. Tail Femme 35 .a 5.5-a,3 2 1 2 - -__.. __. _.- Mes W Cr MT , ^ l _ Toll Feews 2 1 1 1 1 1 Lour 1 24-36 24-36 5-1♦ V/ r F' I Irrigation needed during this period. To control T Z 0 E .6 s.5 -e,3 1 • PERMANENT AND FINAL VEGETATION OR STRUCTURAL .esus , ., �, %-.- .�� 'J' ��� S,Y �. Imes other than In the *holed or 2 R CI S 12 _. : ,./'rte I I - � aver • -_.._. __._- _ _ _ v •�.. ,. `�y \ J''' ^ ■ ger» m Icn.t sae 7a°dresaae' 2s Fest°co L .runemocea EROSION CONTROL DEVICES SHALL BE INSTALLED QST L ikL 1 ", r'r i 3. Kentucky od Foaw s H AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 111 • Lob summer seeding data may be extended s days .4 5.5-7.5 2 1 Perennial rysgraw 2 1 2 1 2 Ileal 2 15-20 12-16 5-10 MT ¢ Q I W (BUILT WITH SECTION ONE l If mulch I. row y St Creepinq Red Fesoue 15 4 _ ___ - _-- __-_ - _-_. -_ -- _ _ swat persona - - kt W Q ee Incre°ee seed ileation b 5010 Crownvetah 1 1 2 Low 1 5-10 21 14-21 7 NORMAL POOL ELEV.=879.0 Itta� � �� � e>�. �� .ev sank. and Cute Coronnla erred - Med 1 7-10 18 5 10 S s FIGURE 5-3 4 Toll F.ecue 1s 4 se -7.s 2 t z Res corer t 2 • SEDIMENT IN RUN-OFF WATER SHALL 8E O w W � � 100 YR. FLOOD ELEV.=883.67 - �� „. 5. Toll .Fdr�.uegraw 35 .6 5.5-e.3 2 1 Trlidlum proteose TRAPPED BY THE USE OF SUCH METHODS AS � I a � WAR A r _ - _ - 7ernpa.a.y s..ang._ _ _ - - DEBRIS BASINS, AND SILT TRAPS UNTIL THE ,,t r r , ` I � V Emerald Gawnveteh- 10 .25 Ranking Solt T leranee (to both can .cite ..pray): DISTURBED AREA IS STABILIZED. . .. Kind of Seed 10DD Sul Ft Ave Ratwb - - - -- - __ -- - -- - - - - - 1 Good T Tolerance Lown. and HI Molntenantt Areae 2 Medium NT Medium Tolerance THIS SHEET TO BE USED FOR EROSION CONTROL - -R - - -C " - "°` td"ant s Slight Tdlerane. i wheat a, Rye 3.s lee z bus saver wed 1• to "" 5. Kentucky Bluegraw 4o g 5.6-7.5 2 t • CONTRACTOR SHALL MAINTAIN EROSION CONTROL SHEET PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE "/2• d°ep Gwpinq Res Fescue w 9 - - _ - _ - - - MEASURES AS REQUIRED DURING ON U Spring Oat* 23 Iba 3 bu Cover seed t• deep 7. Perennial Ryegr as 170 1.0 5.0-7.5 1 Y OC PM T AN. (Turf Typa) x DEVELO EN PL - -- - - -- - - - - - IGURE s-4 '. F y • ` d TaM Panama 170 4.0 5.5-e.3 2 1 2 r m '•' sen-__�_.---- ------__--- Kf'� i Annual w 1 ID. ,a be. Cover seed t // d 15 lea i w�. fi m c; r, • 1 - Prefwvd 2 - WAI 7olerote .• Innocutate with epeclnc Innoculants. 3 `'a �': - Not rneeweQy where mulcin Is .pelted. •i, 't s< uy -t _ ,^# i' �. esus , W: ,., - FILE NAME: 8132ER01 ' 't, =, k h ,• r; 1 a rL 1 tl` '.. a : r - •mt k .' .. +aS b by tux rr N a „ d, _ .. .. , .w _. .. ', sees ,. ... • _,s ,. _sees .v. .. _ , d .. ,. u. , r, '. M , , sees ,,. • m . b :;',.. .. - . _ - s :. .� esus , „. .. , : .. .. „-. >r :.. r esus ., . ,n. , , , n *,' _ w sees., v, e , < .. „ , .. , , :.. ». , . v: .. ',6 : ,. ..t suss .. i. s u� ' x t ,i : 4 : .._ �tRF , x, v,: i }} a.,•.1 ?u ..,.< . # t ,:. r. `rk ,,.. .�- :,., :., ,.,. :( ,"'��`1t,,.. r4',,,, 1 a'. .. .€• ,y} A ,Z' . ._ ,„.f „ „„, ,.. , ,,,.. r,.: . ,, .. + s _nes 4.,:xi. .. , , , r , .,. ,.h . t ,-sees, .<...,.. - . w T ,„ ,,: �T v ,.mow.«.., ",,,�,..,....,»._...._ ..__..,_.. --- • I i q_ / } N e_ , \I ° ,.-.. ........�., �.:. ._. ,,, .. ,. sees ,' - S , • y sees.,. F . , _ :. -. 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I :. . 1. r t / - _. __.._ _- __ . _. t �.,...,,..... . . , I :, �' • . .sura -r \_ "^\. _ i ,frif ` V :1l �/'' t I � sees.- . . • � / '� t ,t ,is' � iii Chi ._,,esus __...«_. v 1 waw t '\ / _ , (. .. •3 SWALE t IRSTAELM 1�TH ECTR1 (W,., Y „4 Y.._Y �,_ , t ` Y 1€ "`f `.. 71 _ t - „ 00 Z I , ' ' . ---..-`• � _suss. ..�w. I . , \. t _w- w - h w._..__w_- . 1 \ 1� 1 ... r - .. , • .' - ", 'C '-, - t� - . ,r!��,� .._. 3 ' t mac _ . ,r x %�.,rA µ_, __. .. _,._ _ ._..,_........ w . w Z r ,: - 1 / X i >� �. l A t � 7 1 I a -,.,..-.._w...„,„,•, ^- ,_.w... w..,.......... w .___,_ , _...,.__...w._w.....�.._--.,_.._ m 3 I. w suss_ _ .w._.._.. \ �zl �n . - ' • • ..., o. w,m .+,.. ^'_M•"O»»�ltt9irHblseWMm•e�•m • ... w. ...n .. ,suss. ... / / . i _.. > - _: _ _ - -.€agS�lG ~E..,,... CTI�ON � I r , r \ ff� _ t S % 1, m .. I ' 7 : ! • ,'. .� Seedbed Pr*parotlan x• �_° ` t -`x 4•n O Z / IJ tq 'r .' •'I ��' _ ON TROL / E M t w I / \ 1 74 : ..:; \ �, • ......,....._..... � »sees ,,,+''"%P't --- -- d P Y ra a p2- W eel«�t ) d , M� y R ON 11 � �' �� �� • 7�°fR`Y �dl^9 � 1 IMn. to ee tin to the IevN nwWd for '' W • .. a • •� ,.�: Apply 3 pounds or 2 12 -12 analysis i Alzer ( equl ) pal• �� .� :, \ ( /' . v 4` I '''� \ \ h,' `�` w.. .rte, Jon Feb Mar Apr Yo .Ain Jul... u0 QP t ov ee 1000 R. 2 oxlmotal 1000 nda 9 to y �- r 11 \ .� r . \. *•.,.,w.„,..�,.. �.4-,„ ., _, „ y w. (n of y poi per «re) or rertmre aen m9 • LAND ALTERATIONS WHICH STRIP THE LAND OF ,�. 0- Z \ \ i 1 `� a ? "'�I matter and MiNlty wM greatly enhmce vwgelathw growth. `� „'C j •low In qo Ic 2 *- 7 € \ �• :.. :•'. 4.:, 1. VEGETATION INCLUDIN REGRADING SHA BE Z 'Q •' ammanlum (trate an area v n \ \ , .: ,\ � \\\ , , 'I, c#- m ^� Y eat a Ry _ yyerk11 ean r.rtnlr.�and Ilme Into ue .aa ro a to at z-3 oche. s DONE IN A WAY THATGWILL MINIMIZE EROSION � � --J _ t \ f %/ -! �. \ 1 �° ti ' /'' •fit. - wnh o norraw. dlw ar nolo operates avow tins rap. o�mxzl a. paeeda r:=`£' WHENEVER FEASIBLE, NATURAL VEGETATION (� Q- \ j ( ',• . t , � \ '',: -„t / ;` � k` SHALL BE RETAINED, PROTECTED AND SUPPLEMENT. U � \ I \ i f �� '� ! ,' ' ' I 1 '� •\ -- - - Annual Ryegroee Seeding s+ \ / \ uv,.• f ��,,... j �C -'��// ! y. \x_ r - --- - --- Srect a seed mhlure based m pro)ected use of the ares (Figure 5-2), a . , . V J ,esus \ \ f t • �. ' �:r . , �^, whle caneklerin Dart eeedY+ dates. See Fl re s--3 this sheet_ 11 tiler- . i'. wee. are a prmlern, much as soft tolerance of seedings od)omnt to street. • THE DURATION OF TIME WHICH AN AREA REMAINS � f \ \ \ • R.."'...s.....,,-y '_' - ��' _ _ - _- ` \ J 1 r �' �,",V, I \\'�' �\. / ,r Permment Seeding Dotes and highways. w Fi gore 5-. thb sheet b.fers noel sreetlon. i EXPOSED SHALL BE KEPT TO A PRACTICAL I Y �"' \ ♦ SOIL g soft MINIMUM. THE AREA SHALL BE STABILIZED AS U Z ,� _ "' \ - - N •'\ "7`"'� r FI ore S-2: Permrnent Semi IMlxtunw Teleran \ "� \ , v - �' _ - - ` „_ _ ' _ - �. Oma' g +! :. afp {� QUICKLY AS PRACTICAL. --- .r '� 1 r••' , - W toNDllt M f I� s i f f f i 1i csn. sos� w O . _ T ` m \ \ \ • • 9.' - 1 __.__,----.-'.^'"" �. ! )/ I- \\" Nan specl.e Seeding Rat• Suitable pit Site Suitabillty \• ` _ _ - - - - _ _ _ _,.G`. _ _ _ _ -- �,..- ( ,:''�,�'-IMgoted• Ibe/.ere lbs/1000 nrdl (7esping Red Fwou* • TEMPORARY VEGETATION OR MULCHING SHALL O --1,--- Z \ \ _ - - - - \ % , / >q. ft Droughty Drained wet Feeing rubra 2 1 2 1 1 1 ` Mod. 1 20-25 12-1e 7-21 S w Z . \I, �,. _ . rrk I I � \�v_� `,�, l � '^'9°ted _ _ _ ____ - __ _- ___ - _- __. -, - - __ - _ BE USED TO PROTECT EXPOSED AREAS DURING O U `.. ,., „� •r " .r \ / I ) �..l1� A ) „r ! lewd and Sloping, Open Areas Kentucky Sluegrowe 2 1 2 1 1 1 1 25-J5 12-19 10-20 . IL ` _ - - ......... ._ _ - - - - - - - - r'` i `\..- __. ! Dorman Poo protlnsb DEVELOPMENT. �•v�� CYi -' # _ _ _ _ _ _ _ . _ - - - - - ! ,,./' ! �.•.,, _'_•,..-..,._,.,.._..- �dne _.. -. _ -- -_._ _-.. __. _ 1. Tail Femme 35 .a 5.5-a,3 2 1 2 - -__.. __. _.- Mes W Cr MT , ^ l _ Toll Feews 2 1 1 1 1 1 Lour 1 24-36 24-36 5-1♦ V/ r F' I Irrigation needed during this period. To control T Z 0 E .6 s.5 -e,3 1 • PERMANENT AND FINAL VEGETATION OR STRUCTURAL .esus , ., �, %-.- .�� 'J' ��� S,Y �. Imes other than In the *holed or 2 R CI S 12 _. : ,./'rte I I - � aver • -_.._. __._- _ _ _ v •�.. ,. `�y \ J''' ^ ■ ger» m Icn.t sae 7a°dresaae' 2s Fest°co L .runemocea EROSION CONTROL DEVICES SHALL BE INSTALLED QST L ikL 1 ", r'r i 3. Kentucky od Foaw s H AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 111 • Lob summer seeding data may be extended s days .4 5.5-7.5 2 1 Perennial rysgraw 2 1 2 1 2 Ileal 2 15-20 12-16 5-10 MT ¢ Q I W (BUILT WITH SECTION ONE l If mulch I. row y St Creepinq Red Fesoue 15 4 _ ___ - _-- __-_ - _-_. -_ -- _ _ swat persona - - kt W Q ee Incre°ee seed ileation b 5010 Crownvetah 1 1 2 Low 1 5-10 21 14-21 7 NORMAL POOL ELEV.=879.0 Itta� � �� � e>�. �� .ev sank. and Cute Coronnla erred - Med 1 7-10 18 5 10 S s FIGURE 5-3 4 Toll F.ecue 1s 4 se -7.s 2 t z Res corer t 2 • SEDIMENT IN RUN-OFF WATER SHALL 8E O w W � � 100 YR. FLOOD ELEV.=883.67 - �� „. 5. Toll .Fdr�.uegraw 35 .6 5.5-e.3 2 1 Trlidlum proteose TRAPPED BY THE USE OF SUCH METHODS AS � I a � WAR A r _ - _ - 7ernpa.a.y s..ang._ _ _ - - DEBRIS BASINS, AND SILT TRAPS UNTIL THE ,,t r r , ` I � V Emerald Gawnveteh- 10 .25 Ranking Solt T leranee (to both can .cite ..pray): DISTURBED AREA IS STABILIZED. . .. Kind of Seed 10DD Sul Ft Ave Ratwb - - - -- - __ -- - -- - - - - - 1 Good T Tolerance Lown. and HI Molntenantt Areae 2 Medium NT Medium Tolerance THIS SHEET TO BE USED FOR EROSION CONTROL - -R - - -C " - "°` td"ant s Slight Tdlerane. i wheat a, Rye 3.s lee z bus saver wed 1• to "" 5. Kentucky Bluegraw 4o g 5.6-7.5 2 t • CONTRACTOR SHALL MAINTAIN EROSION CONTROL SHEET PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE "/2• d°ep Gwpinq Res Fescue w 9 - - _ - _ - - - MEASURES AS REQUIRED DURING ON U Spring Oat* 23 Iba 3 bu Cover seed t• deep 7. Perennial Ryegr as 170 1.0 5.0-7.5 1 Y OC PM T AN. (Turf Typa) x DEVELO EN PL - -- - - -- - - - - - IGURE s-4 '. F y • ` d TaM Panama 170 4.0 5.5-e.3 2 1 2 r m '•' sen-__�_.---- ------__--- Kf'� i Annual w 1 ID. ,a be. Cover seed t // d 15 lea i w�. fi m c; r, • 1 - Prefwvd 2 - WAI 7olerote .• Innocutate with epeclnc Innoculants. 3 `'a �': - Not rneeweQy where mulcin Is .pelted. •i, 't s< uy -t _ ,^# i' �. esus , W: ,., - FILE NAME: 8132ER01 ' 't, =, k h ,• r; 1 a rL 1 tl` '.. a : r - •mt k .' .. +aS b by tux rr N a „ d, _ .. .. , .w _. .. ', sees ,. ... • _,s ,. _sees .v. .. _ , d .. ,. u. , r, '. M , , sees ,,. • m . b :;',.. .. - . _ - s :. .� esus , „. .. , : .. .. „-. >r :.. r esus ., . ,n. , , , n *,' _ w sees., v, e , < .. „ , .. , , :.. ». , . v: .. ',6 : ,. ..t suss .. i. s u� ' x t ,i : 4 : .._ �tRF , x, v,: i }} a.,•.1 ?u ..,.< . # t ,:. r. `rk ,,.. .�- :,., :., ,.,. :( ,"'��`1t,,.. r4',,,, 1 a'. .. .€• ,y} A ,Z' . ._ ,„.f „ „„, ,.. , ,,,.. r,.: . ,, .. + s _nes 4.,:xi. .. , , , r , .,. ,.h . t ,-sees, .<...,.. - . w T ,„ ,,: �T v ,.mow.«.., ",,,�,..,....,»._...._ ..__..,_.. --- • I .^4-.- ,• '4r3Y w,„ _ __ ,� :.M — ., _ ,. '§ ,. � "...., � "� � . - §s.st,i' 3" ' t.: a:,.,'. aa= w.... U- 49 40. �?,'�, .,.N , ua.._ ,.. Y4 .,,s, .. , ... f .,. , ... ..: ,. ♦ ,,. :. r=: ...s. .d: •".i ., ": A. ...-.Y ,.._„A'i+. .,. , .. Y .:' ,,,, a. F"..,v ,...,. HP P..,.+ J Ey Ben&morks — J - 48 PI STA 5+94.22 GENERAL NOTES: « NOTE: 50DON'T 1 The elevation datum used for this project was formulated to coincide with topographic /J 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE mapping created from aerial photography. This mapping was preparedby a consultant TO THE NEW GRADE. DIG ' using an incorrect elevation value for USC&GS Benchmark T-78. Since this mapping ' STORM SEWER USC&GS Benchmark T--78 hes been destroyed. Previous surveys have established that a 2. TEMPORARY TRAFFIC CONTROL DURING » discrepancy existed between USC&GS Benchmarks T--78 and S-78. The combination of 9 _ 6+ BLIND these situations results in establishingan elevation datum based on an elevation value 51 / 6}1 oo CONSTRUCTION TO CONFORM TO APPLICABLE 1.12 feet greater than the published value for USC&GS Benchmark S- 78. The following / P� J 47 LOCAL AND STATE STANDARDS. benchmarks are established on site with values adjusted for use with this project only, �,,ty0 � - C� — ` A �' 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE , • Top �of °railroad spike in centerline of Shelbourne Road approximately 1335 feet 6 52 /'/ S-5 `' -f �f'J!'�- PERFORMED IN COMPLIANCE WITH APPLICABLE south of the centerline of 106th Street. S-14 r__— O.S.H.A, STANDARDS FOR WORKER SAFETY. Elevation = 890.98 TBM 102 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY Top approximately 53 ''�/ ---_` TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE ;r o of boot spike in centerline of Shelbourne Road a proximate) 2600 feet south of the centerlfie of 106th Street. �� _'F z Elevation = 885.42 / 9k°p �k o R C�G wP f \ O k coNSTRucTlav BECINs. 1-800-382-5544 TBM 103 �' $ �� 59\ 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO CALL TOLL FREE > P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Road 54 / wP� w S 175} x EXISTING TREES. 1-800428-5200 approximate) 2600 feet south of the centerline of 106th Street. 54 �� 0° o jA. 60 t` CURVE C1 �� 8 Elevation = 886.54 '' 4 S 9° o, ; _ TBM 104 — 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES FOR CALLS OUTSIDE OF INDIANA �0k J CURVE DATA -' (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. z A cut square at the southeast corner of the concrete deck of a lift station on the \ _^ i �G ` x a_ south side of the subject site approximately 1600 feet west of the centerline of / i PI STA 5+94.22 1 PP Y /� W \�, •=�,� Shelbourne Road. 55 / �� / cep R= 150.00' Al a"`" Elevation 884.12 / �°p / 3 0= 90'00'00" Trn �' J L= 235.26' }, �) FOR CONTINUATION LC= 212.13' PI STA 12+32.50 p Z =��}// �� s SEE SHEET S-5 T _ 150.00' LLJ CB- N45'00'00"W 56 k� / 66 y 45 , Q lcN 14 S-131 S—g, I ;A , ®R' S. � ��'`" fir• � ��� � m 3wv FOR CONTINUATION S-1458 SEE SHEETS 6 CURVE C2 g \ ,lz w CURVE DATA 5-145-13 Y 1 t )' ��` PI STA 12+32.50 V R= 150.00' o= 45'00'00" y � � 1 � o 9g2S \ L= 117.81' a , o Q 1 ao •9� LC= 114.81' g G- T= 62.13' m S-6 �Y,9 �/O \`�; CB= S67'30'00"W ; \ \� FOR CONTINUATION TOPOGRAPHY BY57 g 81 SECTION UNE SEE SHEET S-6 LOBO AERIAL SURVEYS COLUMBUS, IN 43 0 DATED 12-23-88 EXISTING ASHBROOKE SECTION ONE STREET PLAN SCALE: 1 50' o W .. . ....... .................. .. _ N � 00 (D 00 ' N O z (w 50' V.C. 100' V.C. o M X 895cr0 ... .......... . .......... .......... .. ........ ............ ........... _ _ m CORR. ELEV. CORR. ELEV. 0.39' _ __ 895 -0 IrzI. _...._...,......._.......,._. ..........,.. O 0 o _ +0.10)(0 100' V.C. EXISTING GRADEcr a 1 " o 100' V.C. (CORR. ELEV. _ -0.31') NEW GRADE o 0 (CORR. ELEV. _ +0.34') Z n a 890 --- _ - 0 Z a __......_ ......................_.._................. ._.._—.__.._.... _........._..._........... _ _ _ _ _ r _ — — — — - - .- . _.. _ . _ _._ _ _ .. - — _. _ _ +1.067 ,� +o.s7r -- _ ______ _ —0.94% _ ?25 z oZ z z J --- W op oa 88. ...............5 -- _ -- W rnQ 88 - o _........... ...... ... ..... _ _ W Z i .. 12 RCP 15" RCP v w INV. -882.71 INV. -884.11 Q, 54" RCP '�-$ U lo o o o O O O 880 1. 1 I I I O880 I =— .. _....... _....... .... I I i I 1 1 UI I 1 1I ........ .................. o 0 ..... �I v 875 8w PVC iNV.-$77.11 C11-4 L;j875 —J co Z (AZ " o w V I " CU 7)870 F- C3 z 0 Z CL: � a en LIJ A Ln 00U i to coo to oo _..,_.. __. _.LOaW CD C-) 865 865 N 00 W Uz w LO = ww� 17 Q 0 00 0o " C-) z CJ7 rn 00 oo O .+� + 00 0+ z -< r= v N 1 o r m v o 00 o Oo •� �w I _ Q w u) (n ry �, (n cn cin N U Z cam' c~n w 0 v 00 o a`ao 000 000 v DO c� 00 0000 DO v of CO W 000 DO 1� > ao oo > 00 00 j oo 00 _ 0o a0 > _ a0 CJ > 00 __ o0 00 wr z J V O > CU > �� Q F- > `' U m 5� g a Q w M M CD O r7 f� t` (D 2 r� J O) st 00 N W r r� r� d ',l r 1� r-- O r7 Q_ O 00 O N CL N (a fi r� (D O 0O T"`• ' , t,** .; �, •' OQf ram- (D r— (1-) N N (D (!') aO u'� CO r C'V d N O CJ) r� ([') Op (V �t 00 u7 r-- Cr d 00 M �t - - x"( t T,g>K ` 1•d') 00 0o 00 DD r r O r (f) (I6 (O O (b (LJ (O u-) r� r� 00 a7 p) p) i, 00 CD 00 00 r--- r� r� r� 00 CO c0 O O) a0 apCD . - 00 0o 0o 100 00 00 r— 0o N 00 00 CO 00 t` 00 00 (v CO aD N o0 00 00 aO 00 N 00 00 oo r- 00 00 00 00 ao O o0 ao aO $ 00 aD Ln cO oo to a0 00 aO a0 r m w -{- 00 OO a0 a0 00 CO -{- (tJ + 00 a0 + OO + 00 00 +' 00 00 co 00 00 a0 Co 00 00 ' - a0 00 co 00 00 00 00 00 00 d 00 00 CV a0 00 r- 00 DO N 00 00 r w M I O I � 1 O I I I O I I I O I I I O I I O I I I 0+0 1 0+0 1 I 000 I I I (+p 1 I 1 I I (j I I I d I I r j I I N 1 1 N I 1 1+ Ctf 7; O j r— j (r) j N j O> j jO> > >�> > (D >O> > >CD > O> CD > o> �> O (r)> > O> (n> > o> > O> > C) > O> > Q W + W + W +' W + W + W Q W Q W �- W Q W Q W+ W Q W + W Q W O W Q W Q W W <C W O W O ��JJ Q W � W NUj O r W Q W O W r �yJ 'Q O W Q W O W Q W W Q W O W W sb Pk '"+ d t }+ »• T' '^ _J J F-- J � J o J f— J O J 1— J+ J F— J F— J+ J f-- J + J + + + + J F— J + J F— J + J f J + J J I— c i b: I• '+r �{ Q V N W .— W W .— W �— W .— W N W (n W W Ln W (/-) W W N W W N W S W Cn W N W CO W cn W ao W tom-. a L11 (n w (n w (a cn w cn w (n w �t w crs iw w cn w w rn w cel w (n w c� w w cn 41 -%11e c tiJ « W Q SNEET M; rx7 * dku u S-4 1 HORZ.. 1 ���50' STREET PROFILE SCALE: °� VERT.. 1 = 5 15 FILE NAMF: 8132STR1 ii y Awl v , , . 9v . `4 .... k� , ,. a: i .. ..: ....... . ... x u' .r ., ,. .✓r� r FT •., ...;"w.v' y. F tp.: nix ,. .:.. .:. .. ,.. .... <.. �y. , „� .�Y I 1 —, • I `11 .^4-.- ,• '4r3Y w,„ _ __ ,� :.M — ., _ ,. '§ ,. � "...., � "� � . - §s.st,i' 3" ' t.: a:,.,'. aa= w.... U- 49 40. �?,'�, .,.N , ua.._ ,.. Y4 .,,s, .. , ... f .,. , ... ..: ,. ♦ ,,. :. r=: ...s. .d: •".i ., ": A. ...-.Y ,.._„A'i+. .,. , .. Y .:' ,,,, a. F"..,v ,...,. HP P..,.+ J Ey Ben&morks — J - 48 PI STA 5+94.22 GENERAL NOTES: « NOTE: 50DON'T 1 The elevation datum used for this project was formulated to coincide with topographic /J 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE mapping created from aerial photography. This mapping was preparedby a consultant TO THE NEW GRADE. DIG ' using an incorrect elevation value for USC&GS Benchmark T-78. Since this mapping ' STORM SEWER USC&GS Benchmark T--78 hes been destroyed. Previous surveys have established that a 2. TEMPORARY TRAFFIC CONTROL DURING » discrepancy existed between USC&GS Benchmarks T--78 and S-78. The combination of 9 _ 6+ BLIND these situations results in establishingan elevation datum based on an elevation value 51 / 6}1 oo CONSTRUCTION TO CONFORM TO APPLICABLE 1.12 feet greater than the published value for USC&GS Benchmark S- 78. The following / P� J 47 LOCAL AND STATE STANDARDS. benchmarks are established on site with values adjusted for use with this project only, �,,ty0 � - C� — ` A �' 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE , • Top �of °railroad spike in centerline of Shelbourne Road approximately 1335 feet 6 52 /'/ S-5 `' -f �f'J!'�- PERFORMED IN COMPLIANCE WITH APPLICABLE south of the centerline of 106th Street. S-14 r__— O.S.H.A, STANDARDS FOR WORKER SAFETY. Elevation = 890.98 TBM 102 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY Top approximately 53 ''�/ ---_` TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE ;r o of boot spike in centerline of Shelbourne Road a proximate) 2600 feet south of the centerlfie of 106th Street. �� _'F z Elevation = 885.42 / 9k°p �k o R C�G wP f \ O k coNSTRucTlav BECINs. 1-800-382-5544 TBM 103 �' $ �� 59\ 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO CALL TOLL FREE > P.K. nail in west side of power pole 1 foot up on the east side of Shelbourne Road 54 / wP� w S 175} x EXISTING TREES. 1-800428-5200 approximate) 2600 feet south of the centerline of 106th Street. 54 �� 0° o jA. 60 t` CURVE C1 �� 8 Elevation = 886.54 '' 4 S 9° o, ; _ TBM 104 — 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES FOR CALLS OUTSIDE OF INDIANA �0k J CURVE DATA -' (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. z A cut square at the southeast corner of the concrete deck of a lift station on the \ _^ i �G ` x a_ south side of the subject site approximately 1600 feet west of the centerline of / i PI STA 5+94.22 1 PP Y /� W \�, •=�,� Shelbourne Road. 55 / �� / cep R= 150.00' Al a"`" Elevation 884.12 / �°p / 3 0= 90'00'00" Trn �' J L= 235.26' }, �) FOR CONTINUATION LC= 212.13' PI STA 12+32.50 p Z =��}// �� s SEE SHEET S-5 T _ 150.00' LLJ CB- N45'00'00"W 56 k� / 66 y 45 , Q lcN 14 S-131 S—g, I ;A , ®R' S. � ��'`" fir• � ��� � m 3wv FOR CONTINUATION S-1458 SEE SHEETS 6 CURVE C2 g \ ,lz w CURVE DATA 5-145-13 Y 1 t )' ��` PI STA 12+32.50 V R= 150.00' o= 45'00'00" y � � 1 � o 9g2S \ L= 117.81' a , o Q 1 ao •9� LC= 114.81' g G- T= 62.13' m S-6 �Y,9 �/O \`�; CB= S67'30'00"W ; \ \� FOR CONTINUATION TOPOGRAPHY BY57 g 81 SECTION UNE SEE SHEET S-6 LOBO AERIAL SURVEYS COLUMBUS, IN 43 0 DATED 12-23-88 EXISTING ASHBROOKE SECTION ONE STREET PLAN SCALE: 1 50' o W .. . ....... .................. .. _ N � 00 (D 00 ' N O z (w 50' V.C. 100' V.C. o M X 895cr0 ... .......... . .......... .......... .. ........ ............ ........... _ _ m CORR. ELEV. CORR. ELEV. 0.39' _ __ 895 -0 IrzI. _...._...,......._.......,._. ..........,.. O 0 o _ +0.10)(0 100' V.C. EXISTING GRADEcr a 1 " o 100' V.C. (CORR. ELEV. _ -0.31') NEW GRADE o 0 (CORR. ELEV. _ +0.34') Z n a 890 --- _ - 0 Z a __......_ ......................_.._................. ._.._—.__.._.... _........._..._........... _ _ _ _ _ r _ — — — — - - .- . _.. _ . _ _._ _ _ .. - — _. _ _ +1.067 ,� +o.s7r -- _ ______ _ —0.94% _ ?25 z oZ z z J --- W op oa 88. ...............5 -- _ -- W rnQ 88 - o _........... ...... ... ..... _ _ W Z i .. 12 RCP 15" RCP v w INV. -882.71 INV. -884.11 Q, 54" RCP '�-$ U lo o o o O O O 880 1. 1 I I I O880 I =— .. _....... _....... .... I I i I 1 1 UI I 1 1I ........ .................. o 0 ..... �I v 875 8w PVC iNV.-$77.11 C11-4 L;j875 —J co Z (AZ " o w V I " CU 7)870 F- C3 z 0 Z CL: � a en LIJ A Ln 00U i to coo to oo _..,_.. __. _.LOaW CD C-) 865 865 N 00 W Uz w LO = ww� 17 Q 0 00 0o " C-) z CJ7 rn 00 oo O .+� + 00 0+ z -< r= v N 1 o r m v o 00 o Oo •� �w I _ Q w u) (n ry �, (n cn cin N U Z cam' c~n w 0 v 00 o a`ao 000 000 v DO c� 00 0000 DO v of CO W 000 DO 1� > ao oo > 00 00 j oo 00 _ 0o a0 > _ a0 CJ > 00 __ o0 00 wr z J V O > CU > �� Q F- > `' U m 5� g a Q w M M CD O r7 f� t` (D 2 r� J O) st 00 N W r r� r� d ',l r 1� r-- O r7 Q_ O 00 O N CL N (a fi r� (D O 0O T"`• ' , t,** .; �, •' OQf ram- (D r— (1-) N N (D (!') aO u'� CO r C'V d N O CJ) r� ([') Op (V �t 00 u7 r-- Cr d 00 M �t - - x"( t T,g>K ` 1•d') 00 0o 00 DD r r O r (f) (I6 (O O (b (LJ (O u-) r� r� 00 a7 p) p) i, 00 CD 00 00 r--- r� r� r� 00 CO c0 O O) a0 apCD . - 00 0o 0o 100 00 00 r— 0o N 00 00 CO 00 t` 00 00 (v CO aD N o0 00 00 aO 00 N 00 00 oo r- 00 00 00 00 ao O o0 ao aO $ 00 aD Ln cO oo to a0 00 aO a0 r m w -{- 00 OO a0 a0 00 CO -{- (tJ + 00 a0 + OO + 00 00 +' 00 00 co 00 00 a0 Co 00 00 ' - a0 00 co 00 00 00 00 00 00 d 00 00 CV a0 00 r- 00 DO N 00 00 r w M I O I � 1 O I I I O I I I O I I I O I I O I I I 0+0 1 0+0 1 I 000 I I I (+p 1 I 1 I I (j I I I d I I r j I I N 1 1 N I 1 1+ Ctf 7; O j r— j (r) j N j O> j jO> > >�> > (D >O> > >CD > O> CD > o> �> O (r)> > O> (n> > o> > O> > C) > O> > Q W + W + W +' W + W + W Q W Q W �- W Q W Q W+ W Q W + W Q W O W Q W Q W W <C W O W O ��JJ Q W � W NUj O r W Q W O W r �yJ 'Q O W Q W O W Q W W Q W O W W sb Pk '"+ d t }+ »• T' '^ _J J F-- J � J o J f— J O J 1— J+ J F— J F— J+ J f-- J + J + + + + J F— J + J F— J + J f J + J J I— c i b: I• '+r �{ Q V N W .— W W .— W �— W .— W N W (n W W Ln W (/-) W W N W W N W S W Cn W N W CO W cn W ao W tom-. a L11 (n w (n w (a cn w cn w (n w �t w crs iw w cn w w rn w cel w (n w c� w w cn 41 -%11e c tiJ « W Q SNEET M; rx7 * dku u S-4 1 HORZ.. 1 ���50' STREET PROFILE SCALE: °� VERT.. 1 = 5 15 FILE NAMF: 8132STR1 ii y Awl v , , . 9v . `4 .... k� , ,. a: i .. ..: ....... . ... x u' .r ., ,. .✓r� r FT •., ...;"w.v' y. F tp.: nix ,. .:.. .:. .. ,.. .... <.. �y. , „� .�Y r r 52 60 a m m BR STA = 8+42.86 Z BR STA = 0+38.00 00 OD 00 00 i W .68 " 00-00'00-E BOSAH AN � o+oo. o+2s D+ 50 � _ o+�s 3 +- - 888.E N 88�. COURT .,m S-14 Iv 3 C:, N 888.68 o o 0 o _ 00 BR STA = 0+38.00 (n 00 N SAMTARY SEWER BR STA = 9+18.86 50' R W �. -66 ON INTERSECTION DETAIL A - -- S- 5 SCALE: 1"=30' ' � � r f I : r w GENERAL NOTES: t. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE NEW GRADE. 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. Benchmorke NOM The elevation datum used for this pm)ect was formulated to coincide with topographic mapping created hnm aerial photography. This mapping was preparedby a consultant using an incorrect elevation value for USCAG4 Benchmark T 78. Since this mapping UXACS Benchmark T-78 has been destroyed previous surveys have established that e discrepancy existed between USr,ACS Benchmarks T-78 and S 711, The combination of these situations results in establishing an elevation datum based on an elevation value 1.12 feet greeter than the published value for USCAO Benchmark S 78 The following benchmarks are established on site with values adjusted for use with this project only TBM 101 Top of railroad spike in centerline of Shelbourne Road approximately 1335 feet south of the centerline of 106th Street. Elevation = 890.98 MM 102 Top of boot spike in centerline of Shelbourne Road approximately 2600 feet south of the center-flne of 106th Street. Elevation = 885.42 IBM 103 P.K. nail in west side of power pole t foot up on the east side of Shelboume Road approximately 2600 feet south of the centerfine of 106th Street. Elevation = 886.54 IBM 104 A cut square at the southeast corner of the concrete deck of a lift station on the south side of the subject site approximately 1600 feet west of the centerline of Shelboume Road. Elevation - 884.12 51 52 FOR CONTINUA110N Aolo� SEE SHEET S-4 FOR CONTINUATION SEE SHEET S-4 ty STREET PLAN "I/ 64 B.L IEEE= ■ HOLEY MOLEY SAYS « DON'T DIG BLIND" s 1-800-382-5544z O CALL TOLL FREE 1-800-428-5200 w FOR CALLS OUTSIDE OF INDIANA W w Uja s Y U w U w 63 Q T Q N m 0 Z Y U Li U rn a O ao m TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 SCALE: 1`50' 0 W , N 00 a0 tD N Q z 00 N Ooo X 895 �� Q �m p ,n o f1 m ti lYo j O a0N () N c0 890Zof a _...__..........._._._.__._.___ ..__ ._._._._..._..__._. :_....._..__._.. w = o I— Z mZ 0 O Z vi z W 08 a 885 z oQ 0 V) V) _._ __ ________.,._.._ W - z n� `o z QT U C Ln C N � ' 880 > 875 N too J W .............__.____....__....,__..... V U o Co Z (A:Z o Cn O 870 o z W Aw.CD CD rn CD cc 865 w ao_ _ . _ .. _ __ _ __ _,.__._ ____ _._ _.. ,____.___.. __ ..__ __..__._m _�. - ±, o W LLJ fi w U CIP O CDD D U Z °° aoOo +� 86000 w Q o .._._----- ..._.._._.. ._.. ....... __......___. ........ _ ,,. __.... .......... -- >: z co 00 r•— c�D r- �o � N OO a�z vi r� r` ca rp o CO 3° Am w 0 o°Oo ^ o°Do o°Do N o°Do o°Do ^ co°Do°D00 o��z� Tin 2 W p+ I I ± I I ± I f r j I si gfx ,+w ,z _/.._ 0 a co w Q w o f ¢� +w �Q- � +� Q J Q (n V) w to w w to w w to w cv w cn w W U Of Li 11 O w r 16 5§ BR STA=12+78.53 BR STA=14+21.72 -� 55 n?y�, INTERSE00N DETAIL e SCALE: 1"=30' S- 6 67 'A=12+72.19 65 BR STA=13+57.91 888.41 \.'Jf?S 69` V` �,� �Pv `;,Jl4�/ox s / s 71 INTERSECTION_ DETAIL A:) SCAii: 1'=30' S- 6 70 GENERAL NOTES: ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE NEW GRADE. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL OONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. Benchmarks NOTE: The ekvation datum used for this project was formulated to coincide with topographic mapping created from aerial photography. This rapping was preparedby a consultant using an incorrect elevation value for UW&O Benchmark T 78. Since this mapping USCACS Benchmark T- 78 has been destroyed. Previous surveys have established that e discrepancy ensted between (AW&GS Benchmarks T 78 and S 78. The combination of these situations results in esstablishing an elevation datum based on an elevation value 1.12 het greater than the published value for USCkCS Benchmait S 78. The following benchmarks are established on site with values adjusted for use with this project only. TBM 101 Top of railroad spike in centerline of Shelbourne Road approximately 1335 feet south of the centerline of 106th Street. Elevation = 890.98 786 102 Top of boat spike in centerline of Shelboume Road approximately 2600 feet south of the centerline of 106th Street. Elevation = 885.42 7BM 103 P.K. nail In west side of power pole 1 foot up on the east side of Shelbourne Road opproxirnotely 2600 feet south of the centerilne of 106th Street. Elevation = 886.54 7BM 104 A cul square at the southeast corner of the concrete deck of a lift station on the south side of the subject site approximately 1600 feet west of the centerline of Shelbourne Road. Dmtton - 884.12 :•1 870 T 865 SECTION LINE 91 y)x , 'A 4 ti FF F�82 55/ PI STA = 14+33.17 � FOR CONTINUATION SEE SHEET S-4 �AOOO so, 56 -- _ 3 �0 - .I M CJ / 2 0 N 14+00 �2 W�j Q� C4 13+90.25\ `1 67 At O 1-800-382-5544 CALL TOLL FREE 5 A� 68 , 11 1-800-428-5200 w A FOR CALLS OUTSIDE OF INDIANA CURVE C3 r CURVE DATA r �Ap w y �i PI STA 10+08.65 a ' 81 sf ' ,� R= 230.00' ie. Yrr*r S 5 x� B,L q' 69 0= 32'25'56" CURVE C4 L= 130.19' r v CURVE DATA \ LC= 128.46' PI STA 14+33.17 �T= 66.89', \� R= 200.00 �' ' �q, A CB= N16'12 58"W % a N ' \ b°q�. S - 6 L om D= 90'00'00" � \ l L= 314.16' �LC= 282.84' 80 i, 70 % m T= 200.00�'5 r X� 'q�� \ r o CB= N45'00, 00 W t>v: ox� '9 Y FOR CONTINUATION SEE SHEET S-7 9s Q cn Py �of00 tr o 3 - / p T_...-..---... m PC/Ov - +41.76' 9+00 v PI STA =10+08 65 TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 IV STREET PLAN SCALE: 1"=50' w i No z a0 N CN 50' VC ,00' VC I °D x M _.._ _ _._..__._. 895 _ _._.._ ...__._._..._ -_ _._. _ t� p in - 0 (CORR. ELEV. _ -0.10') d CD fi cr I o0 50' VC 0 v o N (CORR. ELEV. _ -0.12') Z Q 890 -0.849E _ _ w Q �0 Z _ z /T 77pLy 1 �/��/�J 1 (��f/�j i d?r nx '<i ; �.y _ O 'v^ � LW -.100% . 0, 0 _ \ \ / CL w O Z ........... ........... ....... ......... . .......... .885��Ei Z L- L - 54' RCP 12' RCP z 0) O _ 0) U C INV. -881.21 INV. -883.1: > (/) c Q) N- o V O O 1 L" 11 880 , ''LLI En 24' RCP INV. -880.5: 8- PVC CV, W INV. -8777.2: 875 � I _ Q p L.J 8' PVC V � r+) INV. -875.71 Z Z + N Or� <t O 00 870 nnr7 u7 co 3-- W N I� r- 00 N O co + oo Co C) 00 O O I Q w wZ Q �J NW o 865 v WLIJ o� f- (%i o z 0 0 �' ZO W + OOi O p U ^ W W Z J z C5 00 d > - > C3 � a0 co f- OD } U w 00 C3 z .J �. -- y a: �' 1' m �' > O W CL r cD C3 CD cr- r- 00 a M o a N r7 � LO r- N tD o- M M N Ln � n to o � o N a r7 M n O 0o cD -t N O 00 to .- tt-) N d � m r7 U-) c0 O r7 U7 tD t0 O � r7 � � � � } y,R ,r,. � �'- r� r� 00 a0 a0 O o0 O 00 00 a0 00 Op r r� t\ r� O tD O t0 tD O tD tD t` t` r� t` co rte " � '{fir' m (LJ Go rn N O 00 00 00 00 ao 00 0D cA o0 o aD M 00 r 0o u� 00 00 00 00 0 00 0 00 0 r {� �] + 0�0 a�0 a0 a�0 + 00 + aD + 00 00 00 00 00 00 vJ + 00 tb +. 00 + a0 + a0 + on 00 a0 00 a0 O 00 11') ' `+ e ' �, aw „� `xq. I+n 'y + R :" _ W u7 d` d N O O O + + + +p s I � 1 O I <n I I 1 I to I O I Ln 1 O I to 1 O I f O 1 1 I � 1 I I O I I M I� 1 C» I 00 I :a s r (%� Q > N } O > ^ > - > > > r- > Ln } N } O } r- > � > } O } } } > > > O > > > > > '` ' Q J + w + w + W �c w a w a w + w + w + w + w + w + W a w + w Q w ¢ w a w a w + w + w w ¢ Q w a w Q w A Fx r„rx a Q Q un J to J J F-- J F-- J �- J r� J M J M J -1 t'\I J N J r- I N J F- J 1-- J F- J F- J J o f + J F- F-- J r- I I- J W W W U) W N W N W .- W W W W W r- W N W .- W r) W V) W N W N W W r- W M W N (n W N W (/'1 W t�.y, .; U a 0 UJ �a SHEET HORZ.: 1'=50' S-fi ffi STREET PROFILE SCALE: °F VERT.: 1 = 5 .' 15 .µ . RLE NAME: 8132STR3 t t' t , j. T LY., vv .., V. '}%. r r �,f4 .....: r i.. ,+i[i :'t S ... . .: s.. .: .. •;: '77 CUL—DE-SAC DETAIL � SCALE: 1'=30' i GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE NEW GRADE, 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. 895 . r.v.n ., 77,7� .<. _%p, Fr 11 T . !Q» NOTE: z z to The elevation datum used for this project was formulated to coincide with topographic _ ..r<. .. ,0. : using an incorrect elevation value for t/SCdCS Benchmark 7 78. Since this mapping (ISCkCS Benchmark T 78 has been destroyed previous surveyshave established that a 865 ".._: r ? e, `% , Y '.rot'":?K ti:�...rr.. 'R',. - '1 _.,.....__,._..._..._.._._ ____.....__...._ 1.12 feet greater than the published value for LISCACS Benchmark S 76 The following benchmarks are established on site with values adjusted for use with this protect only .......... .., ,. .. , ;,+... , ....,•:., ... ,r.: , TBM 101 m3 Top of railroad spike in centerline of Shelbourne Road opproximotely 1335 feet 885 WM z o Q - '77 CUL—DE-SAC DETAIL � SCALE: 1'=30' i GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE NEW GRADE, 2. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 3. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. 4. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 5. CONTRACTOR SHALL MINIMIZE DAMAGE TO EXISTING TREES. 6. ALL ELEVATIONS SHOWN WITHIN VERTICAL CURVES (SHOWN IN PARATHESES) ARE CORRECTED ELEVATIONS. 895 k, c 4{ 4 y, 77 r NEW GRADE V FOR CONTINUATION SEE SHEET S-6 z 6 80 0 I B.L 79 S-14 - Q 78 _ -- G)@�SANITARY cr 4' CONC. WALK SEWERr�s�VPI STA = 3+11.1969 Q 0 A ^� 2+00 P.C. 1+13.51 1+00 0+00 ill� G1 3+00 C N 90'00'00 W LOmoo+ S-6 cn M SEWER 4' CONC. WALK 1- _ 70 YI, i B.L 72 71 73%4,,,,FOR CONTINUATION CURVE C1I CURVE DATA SEE SHEET S-6 PI STA 3+11.19 I R= 750.00 Z\= 20'48'14" 1 = 272.32' l 270.83' T= 137.68' i S79'35'53"W STREET PLAN TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 HOLEY MOLEY SAYS. "DON'T DIG BLIND" 1l 1-800-382-5544 0 CALL TOLL FREE 05 1-800-428-5200 W tr U FOR CALLS OUTSIDE OF INDIANA Z CL Of Ii s it Y U Li U W cr' C" Q N Q � r M 0 z Y U W U Q a 0 o SCALE: 1"=50' IW 000 tip N O z �I N O c X 895 or_ �2 Q00 0IM O ,n r o CL is Cro� O oN U �N (0 C) 890z � az Q LLJ Z cr — o _ 870- Benchmorks NOTE: z z to The elevation datum used for this project was formulated to coincide with topographic mapping created from aerial photography. Thu mapping was preperedby a consultant using an incorrect elevation value for t/SCdCS Benchmark 7 78. Since this mapping (ISCkCS Benchmark T 78 has been destroyed previous surveyshave established that a 865 ndiscrepancy ested betweenLSCdCS Benchmar" 7 7B and S 78 The combination of these situations results to establishing an elevation datum based on an elevation value _.,.....__,._..._..._.._._ ____.....__...._ 1.12 feet greater than the published value for LISCACS Benchmark S 76 The following benchmarks are established on site with values adjusted for use with this protect only +0.57% TBM 101 Top of railroad spike in centerline of Shelbourne Road opproximotely 1335 feet 885 WM z o Q - southof the centerline of 106th Street. Elevation = 890.98 _ TBM 102 Top of boat spike in centerline of Shelboume Road approximately 2600 feet south of the centerline of 106th Street. Elevation = 885.42 - TBM 103 z - to o P.K. nail in west side of power pole 1 foot up on the east side of Shelboume Rood approximately 2600 feet south of the centerline of 106th Street. Elevation = 886.54 U c y TBM 104 A cut square at the southeast comer of the concrete deck of a lift station on the south side of the subject site approximately 1600 feet west of the centerline of Shelboume Rood. Elovation 884.12 c � io 0 i� r o c o �? .n .o o 0 k, c 4{ 4 y, 77 r NEW GRADE V FOR CONTINUATION SEE SHEET S-6 z 6 80 0 I B.L 79 S-14 - Q 78 _ -- G)@�SANITARY cr 4' CONC. WALK SEWERr�s�VPI STA = 3+11.1969 Q 0 A ^� 2+00 P.C. 1+13.51 1+00 0+00 ill� G1 3+00 C N 90'00'00 W LOmoo+ S-6 cn M SEWER 4' CONC. WALK 1- _ 70 YI, i B.L 72 71 73%4,,,,FOR CONTINUATION CURVE C1I CURVE DATA SEE SHEET S-6 PI STA 3+11.19 I R= 750.00 Z\= 20'48'14" 1 = 272.32' l 270.83' T= 137.68' i S79'35'53"W STREET PLAN TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 HOLEY MOLEY SAYS. "DON'T DIG BLIND" 1l 1-800-382-5544 0 CALL TOLL FREE 05 1-800-428-5200 W tr U FOR CALLS OUTSIDE OF INDIANA Z CL Of Ii s it Y U Li U W cr' C" Q N Q � r M 0 z Y U W U Q a 0 o SCALE: 1"=50' IW 000 tip N O z �I N O c X 895 or_ �2 Q00 0IM O ,n r o CL is Cro� O oN U �N (0 C) 890z � az Q LLJ Z cr — o _ Ua 0o z Z o z 870M 10 OU Q w 3 CD CDZ 865 W , x'•y4x � O i Z °w { h� yv + t Y A{ ao- � d I I I I I I INI I ,•�< �w p•�n ' yt ~�.i i r # . N 00 M � CJ 4 4 LC) oL C n COGo M co 00 00 00 00 00 co 00 00 rl-) 00 00�Z O00 O i AM,#" s F W W Q W Lr) QW Q QNOtC) r— W W W W , N W -q- W 'd W t) W W K) W N N W N W N W to W ± UJ .a; 0 WJ SHEET H OR Z. • 1 "=5 S-7 STREET PROFILE SCALE:*° °� VERT.. 1"=5' 15 w FILE NAME: 8132STR4 . ;; ,,, ..^ � : : "'�,,,'•, ��,. � IY j: ! a"s`'d.'' r ry u ':..yam „s'c*S 4� ,�.:-_ ,J>u � .:y� v .�. s.�` v-. .. ✓ Vii, .- Y+.y. Q F.. rc, ...,.v.,. .. .. '�... . ., x.... ...:., n r .. _..:., •.... •. v q,a:. t. - ,a ,.. a .... i .. , EXISTING GRADE z z to w �a +0.57% -,.22% 885 WM z o Q - _ W z L- `�" - z - to o U c V) c � io 0 1n �, 0 0 r o c o �? .n .o o 0 15' RCP 880 .> `D > 1 1 1 ii INV.-881.Of u- U O 54' RCP INV. -879.91 875 N w . UJ Q a Ua 0o z Z o z 870M 10 OU Q w 3 CD CDZ 865 W , x'•y4x � O i Z °w { h� yv + t Y A{ ao- � d I I I I I I INI I ,•�< �w p•�n ' yt ~�.i i r # . N 00 M � CJ 4 4 LC) oL C n COGo M co 00 00 00 00 00 co 00 00 rl-) 00 00�Z O00 O i AM,#" s F W W Q W Lr) QW Q QNOtC) r— W W W W , N W -q- W 'd W t) W W K) W N N W N W N W to W ± UJ .a; 0 WJ SHEET H OR Z. • 1 "=5 S-7 STREET PROFILE SCALE:*° °� VERT.. 1"=5' 15 w FILE NAME: 8132STR4 . ;; ,,, ..^ � : : "'�,,,'•, ��,. � IY j: ! a"s`'d.'' r ry u ':..yam „s'c*S 4� ,�.:-_ ,J>u � .:y� v .�. s.�` v-. .. ✓ Vii, .- Y+.y. Q F.. rc, ...,.v.,. .. .. '�... . ., x.... ...:., n r .. _..:., •.... •. v q,a:. t. - ,a ,.. a .... i .. , 3 N S Y4 X � Av al e F • :., r... ' .; :.. . -.`.„ -. ;;. ,.; ;;: -. . ' ,, ' ,;'�, �=r'ra. ..'<u �` fir � .,b . .i. .,.�. i4 . r. GENERALNOTES: HOLEY MOLEY S , T 1. All CUTS ARE TAKEN FROM THE EXISTING GRADE ,.."`.: TO THE PIPE INVERT. - ;,. „ _. ,; . .'.: , �. , ,. .,�; t � � ,. � -:... ,� •, �� a. ': p .- - „ Kati ia�,d i 4(,W DON 2. ALL WYE, LATERAL AND PROFILE STATIONS ARE 4~ f " y s`#$, Y "+.,a^ w, f#` ���r+ r°A;,3'.% , mo-, , r ?, ..n''!'`,.r7' FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) ..ffi� t�, J. -a'"'• r�,+ icr t r +�'rtr'rwy s� 3 c t a L wr'" ti' '. m w sg is •`r ,k'�* 4 t °S l r 1, ;;,.Y t��'y�i'd" ;,te N19"', yr, x` R r x F ��-it . ,� �,` 3. WYES AND LATERALS TO BE 6" PIPE UNLESS a x. 3 s, .. *� r, } . t DIG tg; OTHERWISE SPEgFlEO. �. ,'r +t s a a . r .,#� � t^k4, �v 't �:-�ymc �"fi �`'">nt^•#.,= z 'ry�w' } �;` � ...s° 1�.. 4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM: .meg �� alP �.� t. ,' t BLIND4 14 A OF FIVE FOOT LATERAL EXTENSION CONNECTED TO z THE WYE. THE END OF THE LATERAL SHALL 8E f "40" PLUGGED OR CAPPED._ 4- _. 5. LATERALS RUNNING TO THE OPPOSITE SIDE OF r:' cia STREET SHALL EXPEND 5' PAST THE RIGHT OF ---- WAY UNE (PROPERTY LINE) 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL U11UTY LOCATIONS BEFORE UJ aU EXISTING SAN. MH. CONSTRUCTION BEGINS. _ '� ' 7, TEMPORARY TRAFFIC CONTROL DURING FOR CONTINUATION 1-800-382-554 '` s U 0 CALL TOLL FREE a UJ 1 CONSTRUCTION TO CONFORM TO APPLICABLE SEE SHEET S-9 1800428520 0 c 1 SAN. MH. 1 LOCAL AND STATE STANDARDS. SAN. MH. 2 S 113 - - - S-13 2 S-13 S-13 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE FOR CALLS OUTSIDE OF INDIANA PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. Z a S-13 46 45 I STANDARDS FOR WORKER SAFETY. 2 43 9. CONTRACTOR SHALL MINIMIZE DAMAGE TO 77 S-1 3 79 I 80 I Z �-�s ----- - - - 1 EXISTING SAN. MH ,h W 47AT---- t _ WYE do WYE $ UT EXISTING TREES. -- 1+30 0+25 EXISTING LATERAL S EX SANITARY SEWER - f WYE Ac LAT - - - 10. FOR LOCATIONS OF SANITARY MANHOLES SEE jp T 78 T ' J I W UT I 3 h` �F W \ 2+10 - - - - - -- - - _ 1+20 STORM SEWER t�S w SHEET S-2. WYE At UT /� _ 15 D.U.& S.E �__ _ Yp '� 0+25_ - -�- / O8 w ! 6 '� f 15 D.U.k S.E. w STORM SEWER _ � k S.E. '� � __--- 20' D 69 ---- WYE & LAT rn 48 \� -LAdE_ 0 2+2D _ - - _-- - -_-__ _ _- �E , - LATERAL OUT / ��,• - - ---- ._-._,_�..,,_ a SAN. MH. __-_�_--- - - ___--------------- -- - -- -___- o� OF MANHO J� - - -- - ---- w: _._ Z W - - EX. SANITARY SEWER (n __�_ `-�- dt LATERALS >- / 15' D.U.k S.E. � - - LJ x 0 Benchmarks S�' EXISTING LATERAL _ - `� � - - - - - - - I RE 1 �70 UJ NOTE 35 - - - - - - -- k SE �'�-' The elevation datum used for this project was formulated to coincide with topographic0•V' mapping created from aerial pbotography. This mapping was preparedby a consultant / 58 57 72 I 71 1 1 Z using an incorrect elevation value for USChGS Benchmark r-78. Since this mapping 1 USChGS Benchmari 7-78 has been destroyed. Previous surveys have established that a 59 wYE LAT \ / WYE dt LAT I 1 Q discrepancy ensted between USrkGS Benchmarks r-78 and S 78. The combination of WYE & LAT 0+30 Q F' 2+35 \ / 0,1 these situations results in estabtistung an elevation datum based on an elevation value / 1+50! 5 -��/ 73 STORM SEWER 1.12 feet greater than the published value for USC&GS Benchmark S 78. The following WYE At LAT bencbmnrks arc established on site with values adjusted for use with this project only LATERAL OUT\ / 0+35 3 15 > OF MANHOLE to TBM 101 74 S-13 5-13 Top of railroad spike In centerline of Shelbourne Road approximately 1335 feet south of the centerline of 106th Street. Elevation - 890.98 WYE & LAT 1+40 'B" 102 Top of boat spike in centerline of Shelbourne Road approximatelyy-2647 tett south TOPOGRAPHY BY of the centerline of 106th Street. Elevation = 885.42 LOBO AERIAL SURVEYS - TBMi1 103 - P.K. nail In west side of power pole 1 foot up on the east side of Shelbourne Road approximately 2600 feet south of the centerline of 106th Street. COLUMBUS, IN Elevation = 886.54 ccuutsR ABM 'ODATED 12-23-88 square at the southeast corner of the concrete deck of a lift station on the south side of the subject site approximately 1600 feet west of the centerline of Shelbourne Road, Elawtion 884.12 SANITARY SEWER PLAN SCALE: 1"=50' w W U _ ._.._.. .__ _ .. _. _..,... W ....... _,_............... _._..-....... _..... _ _....._.._..._....,.. _.,. ._....-..,-.....__..__...--....._.-_...-...__.._.-_...... _.. .-_...... .W ...............__..-...,.......-_.......... -.__...... ... ..... _................................-.._-....-..,......_-..... _ .....__ _ _.-��._,._...._..,......-.._.-..__...._,....._......_..w.,...-.,..... _ ..... ..-.......-_.._..... ._....... _-.,..._. wt N CO CO (D N O Z CO (a I N O CU X 00 0 895 ................................ - ............... 8.9-5 T.C.=888.3 EXISTING GRADE o Q v ti 0 _EXIST. T.C.=890.83 U C4 a NEW GRADE _ o Q 890 T.C.=886.8 890 0Z - _ - EXIST. T.C.=887.71w o NEW GRADE T.C.=885.8 Z Cr z tt . EXISTING GRADE Z z V ,.' W 00 Q I 885 I .............885V) .._..................................... ... . w- � 0 y EX. 8" PVC STUB (N) GRANULAR i cin Q,' INV. -880.81 BACKFILL >s �` GRANULAR - BACKFILL I -> � 880 - BA LL i A I s 880 _........ -... _................... .. -... �: _ ._.............- o a. 15" RCP _. l •� t I �,. INV. -881.21 _ I I ... .._.._._.................._...,.............._................_................................-...._.... INV.-880.9t(N) EX. 8" PVC (S) (CONNECT TO EXIST. STUB) INV. -880.68 54" RCP EX. 8" PVC (N) u,x INV. -879.91 I i INV. -875.13 875 _..._. _.__._.. v .................._........................................_.. ......._._.........._..................... ..... ......................._ o _ ........._............._ 875 .......... .... ..... ....... . .... INV. -877.84 (E) INV. -876,80 (W) INV. --876.70 (E) INV -875.3±(W)700 Z V) Z ( ) EX. 8 PVC S I All- (CONNECT TO EXIST. STUB) ., ..s INV. -875.07 Z �EX. 8" STUB (W)Q%m 870 -0 0, a6 V/0 0 U l m INV. 875.26 U l l t , .......... LLJ 260' OF 8" PVC 0 0.45X\ Z W 231' OF 8" PVC 0 0.45% 311' OF 8" PVC 0 0.45 - Z O Z 865X r __J 865 F w _-._,.-__-_____._-__..._ .__ _.. ___..__.___-_ _ _ U W � ti % z L.'J 860 X 860 w 4--- cn ....... O cr_ UC' 2 = O+ O s r I.�.ns-�•# V ,y f * =v,� Q O O O Z �- :... •: y�' .# O ". ..s.. O s .�.'s- `' O O ,:a: fit„ mss. O''� O O Z (n Z M O O :« r t Z N O Z + + + + O x Q + + + a '„ r. Q + t i + +O X m'^ O z C14N O U W (!l N N N M M CV ,f 'r ' O U W V/ LL 1. /Q/) 2rx"j` !1 W O w i t1 a_ z M SHEET S-8 HORZ.• 1 "=50' of SANITARY SEWER PROFILE x ra �"av SCALE. > F hz 3 VERT.: 1 = 5 15 e .r FILE NAME; 8132SAN1 \F 3 N S Y4 X � Av al e F • :., r... ' .; :.. . -.`.„ -. ;;. ,.; ;;: -. . ' ,, ' ,;'�, �=r'ra. ..'<u �` fir � .,b . .i. .,.�. i4 . r. GENERALNOTES: HOLEY MOLEY S , T 1. All CUTS ARE TAKEN FROM THE EXISTING GRADE ,.."`.: TO THE PIPE INVERT. - ;,. „ _. ,; . .'.: , �. , ,. .,�; t � � ,. � -:... ,� •, �� a. ': p .- - „ Kati ia�,d i 4(,W DON 2. ALL WYE, LATERAL AND PROFILE STATIONS ARE 4~ f " y s`#$, Y "+.,a^ w, f#` ���r+ r°A;,3'.% , mo-, , r ?, ..n''!'`,.r7' FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) ..ffi� t�, J. -a'"'• r�,+ icr t r +�'rtr'rwy s� 3 c t a L wr'" ti' '. m w sg is •`r ,k'�* 4 t °S l r 1, ;;,.Y t��'y�i'd" ;,te N19"', yr, x` R r x F ��-it . ,� �,` 3. WYES AND LATERALS TO BE 6" PIPE UNLESS a x. 3 s, .. *� r, } . t DIG tg; OTHERWISE SPEgFlEO. �. ,'r +t s a a . r .,#� � t^k4, �v 't �:-�ymc �"fi �`'">nt^•#.,= z 'ry�w' } �;` � ...s° 1�.. 4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM: .meg �� alP �.� t. ,' t BLIND4 14 A OF FIVE FOOT LATERAL EXTENSION CONNECTED TO z THE WYE. THE END OF THE LATERAL SHALL 8E f "40" PLUGGED OR CAPPED._ 4- _. 5. LATERALS RUNNING TO THE OPPOSITE SIDE OF r:' cia STREET SHALL EXPEND 5' PAST THE RIGHT OF ---- WAY UNE (PROPERTY LINE) 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL U11UTY LOCATIONS BEFORE UJ aU EXISTING SAN. MH. CONSTRUCTION BEGINS. _ '� ' 7, TEMPORARY TRAFFIC CONTROL DURING FOR CONTINUATION 1-800-382-554 '` s U 0 CALL TOLL FREE a UJ 1 CONSTRUCTION TO CONFORM TO APPLICABLE SEE SHEET S-9 1800428520 0 c 1 SAN. MH. 1 LOCAL AND STATE STANDARDS. SAN. MH. 2 S 113 - - - S-13 2 S-13 S-13 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE FOR CALLS OUTSIDE OF INDIANA PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. Z a S-13 46 45 I STANDARDS FOR WORKER SAFETY. 2 43 9. CONTRACTOR SHALL MINIMIZE DAMAGE TO 77 S-1 3 79 I 80 I Z �-�s ----- - - - 1 EXISTING SAN. MH ,h W 47AT---- t _ WYE do WYE $ UT EXISTING TREES. -- 1+30 0+25 EXISTING LATERAL S EX SANITARY SEWER - f WYE Ac LAT - - - 10. FOR LOCATIONS OF SANITARY MANHOLES SEE jp T 78 T ' J I W UT I 3 h` �F W \ 2+10 - - - - - -- - - _ 1+20 STORM SEWER t�S w SHEET S-2. WYE At UT /� _ 15 D.U.& S.E �__ _ Yp '� 0+25_ - -�- / O8 w ! 6 '� f 15 D.U.k S.E. w STORM SEWER _ � k S.E. '� � __--- 20' D 69 ---- WYE & LAT rn 48 \� -LAdE_ 0 2+2D _ - - _-- - -_-__ _ _- �E , - LATERAL OUT / ��,• - - ---- ._-._,_�..,,_ a SAN. MH. __-_�_--- - - ___--------------- -- - -- -___- o� OF MANHO J� - - -- - ---- w: _._ Z W - - EX. SANITARY SEWER (n __�_ `-�- dt LATERALS >- / 15' D.U.k S.E. � - - LJ x 0 Benchmarks S�' EXISTING LATERAL _ - `� � - - - - - - - I RE 1 �70 UJ NOTE 35 - - - - - - -- k SE �'�-' The elevation datum used for this project was formulated to coincide with topographic0•V' mapping created from aerial pbotography. This mapping was preparedby a consultant / 58 57 72 I 71 1 1 Z using an incorrect elevation value for USChGS Benchmark r-78. Since this mapping 1 USChGS Benchmari 7-78 has been destroyed. Previous surveys have established that a 59 wYE LAT \ / WYE dt LAT I 1 Q discrepancy ensted between USrkGS Benchmarks r-78 and S 78. The combination of WYE & LAT 0+30 Q F' 2+35 \ / 0,1 these situations results in estabtistung an elevation datum based on an elevation value / 1+50! 5 -��/ 73 STORM SEWER 1.12 feet greater than the published value for USC&GS Benchmark S 78. The following WYE At LAT bencbmnrks arc established on site with values adjusted for use with this project only LATERAL OUT\ / 0+35 3 15 > OF MANHOLE to TBM 101 74 S-13 5-13 Top of railroad spike In centerline of Shelbourne Road approximately 1335 feet south of the centerline of 106th Street. Elevation - 890.98 WYE & LAT 1+40 'B" 102 Top of boat spike in centerline of Shelbourne Road approximatelyy-2647 tett south TOPOGRAPHY BY of the centerline of 106th Street. Elevation = 885.42 LOBO AERIAL SURVEYS - TBMi1 103 - P.K. nail In west side of power pole 1 foot up on the east side of Shelbourne Road approximately 2600 feet south of the centerline of 106th Street. COLUMBUS, IN Elevation = 886.54 ccuutsR ABM 'ODATED 12-23-88 square at the southeast corner of the concrete deck of a lift station on the south side of the subject site approximately 1600 feet west of the centerline of Shelbourne Road, Elawtion 884.12 SANITARY SEWER PLAN SCALE: 1"=50' w W U _ ._.._.. .__ _ .. _. _..,... W ....... _,_............... _._..-....... _..... _ _....._.._..._....,.. _.,. ._....-..,-.....__..__...--....._.-_...-...__.._.-_...... _.. .-_...... .W ...............__..-...,.......-_.......... -.__...... ... ..... _................................-.._-....-..,......_-..... _ .....__ _ _.-��._,._...._..,......-.._.-..__...._,....._......_..w.,...-.,..... _ ..... ..-.......-_.._..... ._....... _-.,..._. wt N CO CO (D N O Z CO (a I N O CU X 00 0 895 ................................ - ............... 8.9-5 T.C.=888.3 EXISTING GRADE o Q v ti 0 _EXIST. T.C.=890.83 U C4 a NEW GRADE _ o Q 890 T.C.=886.8 890 0Z - _ - EXIST. T.C.=887.71w o NEW GRADE T.C.=885.8 Z Cr z tt . EXISTING GRADE Z z V ,.' W 00 Q I 885 I .............885V) .._..................................... ... . w- � 0 y EX. 8" PVC STUB (N) GRANULAR i cin Q,' INV. -880.81 BACKFILL >s �` GRANULAR - BACKFILL I -> � 880 - BA LL i A I s 880 _........ -... _................... .. -... �: _ ._.............- o a. 15" RCP _. l •� t I �,. INV. -881.21 _ I I ... .._.._._.................._...,.............._................_................................-...._.... INV.-880.9t(N) EX. 8" PVC (S) (CONNECT TO EXIST. STUB) INV. -880.68 54" RCP EX. 8" PVC (N) u,x INV. -879.91 I i INV. -875.13 875 _..._. _.__._.. v .................._........................................_.. ......._._.........._..................... ..... ......................._ o _ ........._............._ 875 .......... .... ..... ....... . .... INV. -877.84 (E) INV. -876,80 (W) INV. --876.70 (E) INV -875.3±(W)700 Z V) Z ( ) EX. 8 PVC S I All- (CONNECT TO EXIST. STUB) ., ..s INV. -875.07 Z �EX. 8" STUB (W)Q%m 870 -0 0, a6 V/0 0 U l m INV. 875.26 U l l t , .......... LLJ 260' OF 8" PVC 0 0.45X\ Z W 231' OF 8" PVC 0 0.45% 311' OF 8" PVC 0 0.45 - Z O Z 865X r __J 865 F w _-._,.-__-_____._-__..._ .__ _.. ___..__.___-_ _ _ U W � ti % z L.'J 860 X 860 w 4--- cn ....... O cr_ UC' 2 = O+ O s r I.�.ns-�•# V ,y f * =v,� Q O O O Z �- :... •: y�' .# O ". ..s.. O s .�.'s- `' O O ,:a: fit„ mss. O''� O O Z (n Z M O O :« r t Z N O Z + + + + O x Q + + + a '„ r. Q + t i + +O X m'^ O z C14N O U W (!l N N N M M CV ,f 'r ' O U W V/ LL 1. /Q/) 2rx"j` !1 W O w i t1 a_ z M SHEET S-8 HORZ.• 1 "=50' of SANITARY SEWER PROFILE x ra �"av SCALE. > F hz 3 VERT.: 1 = 5 15 e .r FILE NAME; 8132SAN1 4� ` GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT. 2. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 3. WYES AND LATERALS TO BE 6' PIPE UNLESS OTHERWISE SPECIFIED. 4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION CONNECTED TO THE WYE. THE END OF THE LITERAL SHALL BE PLUGGED OR CAPPED. 5. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHAM EXTEND 5' PAST THE RIGHT OF WAY UNE (PROPERTY UNE) 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S STANDARDS FOR WORKER SAFETY. 9. CONTRACTOR SHALL MMNMIZE DAMAGE TO EXISTING TREES. 10. FOR LOCATIONS OF SANITARY MANHOLES SEE SHEET S -2 - SM. MH. 4 1 HOLEY MOLEY SAYS, DON'T 55 �, FOR CONIINUA11ON DIG \WY0+15 AT S SEE SHEET S-10 � STORM SEWER \ \ a 56 \ 67 WYE & LAT � 0+70 + WYE k UT or CL i SE• O ' >; / �.$ SF / STORM SEWER VI SECTION UNE , 1-800-382-5544 Y Q _ \w e / CALL TOLL FREE w 91 ,,, < 1-800-428-5200 is I WYE & LAT GP \ \ 68 FOR CALLS OUTSIDE OF INDIANA _ / a_ 1+80 \ WYE k LAT � v 25' R.D.U.k S E. �OG 0+70 s k w H.A. \ / \ / .,• .., � �• �r' gds � � � S-, 3 EXISTNG SAN. MH. 81 w 92 WYE & LAT �x s WYE LAT // /' �' ,�/ 1+40 sg� Fd A2+75 t�TM S-13 5-13 \ EXISTING LATERAL �'N \ \ h v to 82 WYE & LATS -13 \ \ �, �' y // ,/ / 2+25 80 \ / 0�kh �t t r f= Y 93 // // // ///\ \\ \ \ €.: �r3FYrw err, x WYE & LAT 3F80�2 cr) IQ) EX. SANITARY SEWER o 70 16' 83 25 AT �`WN, FOR CONTINUATION SEE SHEET S-8 84 SAN. MH. FUTURE SANITARY SEINER S-13 TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 SANITARY SEWER PLAN SCALE: ,'•=so' Z: 1 "=50' 396' OF 8" PVC 0 0.457. OF 262' OF 8° PVC 0 0.457 VERT.: 1"=5' 15 FILE NAME: 8132SAN2 � v i1 Co � ,$ a n.'4" iF 'ffT :. Q kk .F. �.. t raj • .�.... L• . ``+ .M ..n. . . r Benchmarks - NOTE The elevation datum used for this proyrct was formulated to coincide with topographic • W mapping created from serial photography. This mapping was preparedby a consultant using an iomrtect elevation value for USCAGS Benchmark T 78. Since this mapping z USC&GS Benchmark T-78 has been destroyed. Previous surveys have established that e discrepancy ensted between USCQGS Benchmarks T- 78 and S- 76. The combination of these situations results in establishing an elevation datum based on an elevation value ' 1.12 feet greater than the published value for USChGS Benchmark S- 78. The following m benchmarks ane established on site with values adjusted for use with this project only. TSM 101 Top of railroad spike in centerline of Shelbourne Road approximately 1335 feet W south of the centerline of 106th Street. Devotion - 690.98 = 'IBM 102 ...._...... __ ...... __....,.....__..._._...._._............,.__........_.._..................._...... Top of boat spike in centerline of Shelboume Road approximately 2600 feet south .._.__..._....___.. - ___-__.__._._ ........._...............�__ _._ of the centerline of 106th Street. Elevation = 885.42 TBM 103 P.K. nail in west side of power pole 1 foot up on the east side of Shelboume Road ' O approximately 2600 feet south of the centerline of 106th Street. ,\ O Elevation = 886.54 O TBM 104 cn C3 = + A cut square at the southeast comer of the concrete deck of a lift station on the = + south side of the subject site approximately 1600 feet west of the centerline of C' C.9 C> Shelbourne Road. O O N � Devotion 884.12 O Z CD J N Z� + Q O + + • •� �/��� Z Q 895 O + Z C) + Cl- O to r-) r� N V) N O+ W 890 . ........................ .... . ...... ...... ....... .. .... 7 rr 885 R., 880 _ ___ -------- _ .............. ___..._ .... ........ _. 875 ..... _....... _ _.._. _.._ r _._.__ ........ ... .......... ........... 865 860 r'4 P, j4VA S u �n � 9r R°t'� KSS, ,.,N=...�45 +bA .. � . �! .,` "a.:i, 1 ,'�`r'Ktl� ixG'u� � �' F.+'�u( .'�i7 , •!"�#�`�;nP e y - GENERAL NOTES: 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADE TO THE PIPE INVERT. 2. ALL WYE, LATERAL AND PROFILE STATIONS ARE FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) 3. WYES AND LATERALS TO BE 6' PIPE UNLESS OTHERWISE SPECIFIED. 4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION CONNECTED TO THE WYE. THE END OF THE LITERAL SHALL BE PLUGGED OR CAPPED. 5. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHAM EXTEND 5' PAST THE RIGHT OF WAY UNE (PROPERTY UNE) 6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 7. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 8. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S STANDARDS FOR WORKER SAFETY. 9. CONTRACTOR SHALL MMNMIZE DAMAGE TO EXISTING TREES. 10. FOR LOCATIONS OF SANITARY MANHOLES SEE SHEET S -2 - SM. MH. 4 1 HOLEY MOLEY SAYS, DON'T 55 �, FOR CONIINUA11ON DIG \WY0+15 AT S SEE SHEET S-10 � STORM SEWER \ \ a 56 \ 67 WYE & LAT � 0+70 + WYE k UT or CL i SE• O ' >; / �.$ SF / STORM SEWER VI SECTION UNE , 1-800-382-5544 Y Q _ \w e / CALL TOLL FREE w 91 ,,, < 1-800-428-5200 is I WYE & LAT GP \ \ 68 FOR CALLS OUTSIDE OF INDIANA _ / a_ 1+80 \ WYE k LAT � v 25' R.D.U.k S E. �OG 0+70 s k w H.A. \ / \ / .,• .., � �• �r' gds � � � S-, 3 EXISTNG SAN. MH. 81 w 92 WYE & LAT �x s WYE LAT // /' �' ,�/ 1+40 sg� Fd A2+75 t�TM S-13 5-13 \ EXISTING LATERAL �'N \ \ h v to 82 WYE & LATS -13 \ \ �, �' y // ,/ / 2+25 80 \ / 0�kh �t t r f= Y 93 // // // ///\ \\ \ \ €.: �r3FYrw err, x WYE & LAT 3F80�2 cr) IQ) EX. SANITARY SEWER o 70 16' 83 25 AT �`WN, FOR CONTINUATION SEE SHEET S-8 84 SAN. MH. FUTURE SANITARY SEINER S-13 TOPOGRAPHY BY LOBO AERIAL SURVEYS COLUMBUS, IN DATED 12-23-88 SANITARY SEWER PLAN SCALE: ,'•=so' Z: 1 "=50' 396' OF 8" PVC 0 0.457. OF 262' OF 8° PVC 0 0.457 VERT.: 1"=5' 15 FILE NAME: 8132SAN2 � v i1 Co � ,$ a n.'4" iF 'ffT :. Q kk .F. �.. t raj • .�.... L• . ``+ .M ..n. . . r W z Z m W (n = ...._...... __ ...... __....,.....__..._._...._._............,.__........_.._..................._...... _......_......_.... .._.__..._....___.. - ___-__.__._._ ........._...............�__ _._ D L=th d O Z Q O O cn C3 = + = + C' C.9 C> O O O N � O O Z CD J N Z� + Q O + + O + O + Z Q r + + O + Z C) + Cl- O to r-) r� N V) N O+ W 7 SANITARY SEWER PROFILE o . W W - U 895 OD tV O 00 (D Z i N O x 890 �� Q �? __.._..... ____.. O U., O a_ U>�a tr Oi O O N U Cr N rD d 885 � a- W p Z C— O Z Z viJ W ooO zQSSo z �z O Q) >,, U tv c � --a % :> r- 875 87._.. __ ..-- U —0 870..._. Q � Uo o z V)z o i — m O 865 " w' O CD Q 860..._ _ ►- Ll1 UI �► � �UJ C:) cr_ W U W Ow or_ � Q Of m i O <c Q t] V � W U CLI W Q OUJ 1 X 1 _ t_ a_ SHEET S-9 HORZ.: 1 "=50' w g� r T Y E i i k r r d � y +w 1 p { f s s W t « ,.. :}},, ,. ,n. „ ,. is +. .. .��,✓•"r'2 .., OF VERT.: 1"=5' 15 FILE NAME: 8132SAN2 � v i1 s�- � ,$ a n.'4" iF 'ffT :. Q kk .F. �.. t raj • .�.... L• . ``+ .M ..n. . . r o . W W - U 895 OD tV O 00 (D Z i N O x 890 �� Q �? __.._..... ____.. O U., O a_ U>�a tr Oi O O N U Cr N rD d 885 � a- W p Z C— O Z Z viJ W ooO zQSSo z �z O Q) >,, U tv c � --a % :> r- 875 87._.. __ ..-- U —0 870..._. Q � Uo o z V)z o i — m O 865 " w' O CD Q 860..._ _ ►- Ll1 UI �► � �UJ C:) cr_ W U W Ow or_ � Q Of m i O <c Q t] V � W U CLI W Q OUJ 1 X 1 _ t_ a_ SHEET S-9 HORZ.: 1 "=50' w g� r T Y E i i k r r d � y +w 1 p { f s s W t « ,.. :}},, ,. ,n. „ ,. is +. .. .��,✓•"r'2 .., o . W W - U 895 OD tV O 00 (D Z i N O x 890 �� Q �? __.._..... ____.. O U., O a_ U>�a tr Oi O O N U Cr N rD d 885 � a- W p Z C— O Z Z viJ W ooO zQSSo z �z O Q) >,, U tv c � --a % :> r- 875 87._.. __ ..-- U —0 870..._. Q � Uo o z V)z o i — m O 865 " w' O CD Q 860..._ _ ►- Ll1 UI �► � �UJ C:) cr_ W U W Ow or_ � Q Of m i O <c Q t] V � W U CLI W Q OUJ 1 X 1 _ t_ a_ SHEET S-9 HORZ.: 1 "=50' SCALE: OF VERT.: 1"=5' 15 FILE NAME: 8132SAN2 � .mss wt: s, ,. a a,• OARe •t �. -.,� .,.5 r. ,. ,.: ,,.p o .... ;:, . . $a ... .. ,'M M: ...a a... ro- i+' w. r ,,.:. � ...... ,.. y .. ,:.. .,. t..,:.,,.>h...'+1. ti fit,., e'nJ'-'�tr2i` �<,. ;, ,.', ,,�, . . j,t.. ;, , � "'_:. '• k _ h :,:! stl {,{ Y':--, , �s v. ' "k'.:m' „+.;k. �ry - k n 'r. r. '..,v :' .R. 7':t. . r, , a +l rs.w ,sC rS 6.^� .�✓� yri" u.i �'_ J'=.'+ IN m r ,., h, r w, HOLEY MOLEYYS, .:,," t ^ ry;;;:a .., < , hv, *+ ,.. ,� .:. a ;;; s #' `r" d':I^ •s€;:z 2. •4*• p ; _', GENERAL NOTES: tt .., � SA 1. ALL CUTS ARE TAKEN FROM THE EXISTING GRADS a1`� '�Tt� >t< TO THE PIPE INVERT. s ¢`° ;f e r itT �s z v DON T "t 2. ALL WYE, LATERAL AND PROFILE STATIONS AREVIOQi DI© FROM THE NEAREST DOWNSTREAM MANHOLE. (MH) �� 3. WYES AND LATERALS TO BE 6' PIPE UNLESS "+ til Y➢,.� �„�.,i t 1a .r �1 a2a -4 3rV" n ♦ p :. y �x BLIND" OTHERWISE SPECIFIED., 4. ALL WYE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE FOOT LATERAL EXTENSION CONNECTED TO �- THE WYE. THE END OF THE LATERAL SHALL BE _ m PLUGGED OR CAPPED, C _ In 5. LATERALS RUNNING TO THE OPPOSITE SIDE OF STREET SHALL EXTEND 5' PAST THE RIGHT OF WAY UNE (PROPERTY UNE) JS 6. IT SHALL BE THE CONTRACTORS RESPONSIBIuTY FOR CONTINUATION N CL 3 15 TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE 1-800-382-5544 0 s-, 3 5-13 CONSTRUCTION BEGINS. SEE THIS SHEET � _ 7. TEMPORARY TRAFFIC CONTROL DURING 61 / - CAL= TOLL FREE w CONSTRUCTION TO CONFORM TO APPUCABLE 62 1 800 428 5200 54 53 52 51 50 LOCAL AND STATE STANDARDS. I 60 ,+� AT WYE 55 T FOR CALLS OUTSIDE OF INDIANA ;_ .. -55 - - ----------_-.-- -_-_. -- - 8 ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE I--- 9 Z WYE & LAT WYE k LAT WYE & LAT WYE & LAT WYE k LAT Ia _ 56 I `�J 0+65 1+70 2+75 0+50 1+55 OF MANOUT_HOLE �'� STANDXARDS DFOR IN CWDRKER SAFETY.OMPLIANCE NTH APPUCABIF O.S.H.A 51 I / \ a�� r Q '� 9. CONTRACTOR SHALL MINIMIZE DAMAGE TO 15' D.U.dc SLE`" 15' D.U.& S.E. IES � � r :, F, EXISTING TREES % �' e w J - - -- --- - - -- -- --- 10. FOR LOCATIONS OF SANITARY MANHOLES SEEr � s ti k Q S-13 Y _ `-� SHEET S- 2. -COURT63 LATERAL OUT 040F MANHOLE �m S.E. \ 25' D.U.5 ----- S.E. dc S.E. - - - 15' �U.dcS.E.� - 35'ay - - ----- --- ------ R.D 52 I 16 STORM ESM WE\ / / STORM SEWER 66 _ ___ � __660 __ � __ ____ ___ S-13 __�_ - _ � , _ ,� Z FOR CONTINUATION 67 _ 1 I 2 WYE h LAT � 1 11 I � WYE k LAT � � '\'\ Ben�rntxlca � �---- 66 I I � 't W SEE SHEET S-9 �� S-13 1+95 1+00 59 The elevation datum used for this project was formulated to coincide with topographic 64 SAN. MH. 9� mapping created from aerial photography. This mapping was preparedb' a consultant 65 WYE & LAT FOR CONTINUATION using an incorrect elevation value for MAO Benchmark T-78, Since this mapping SAN. MH. 16 1 WYE k LAT 2+50 USUGS Benchmark T 78 has been destroyed. Previous surveys have established that a 1+50 SAN. MH. #4 1 discrepancy existed between U4cACS Benchmarks T 78 and S 78. The combination of S- 1 3 Q Q \ SAN. MH. SEE THIS SHEET these situations results in establishing an ek►ation datum based on an elevation value 3 15 lY i S-13 1 1 SAN. MH. #7 1.12 feet greeter loan the published value for 11SCAGS Benchmark S 78. The following n T� � °° 81 s-1 3 benchmarks are established on site with values adjusted for use with this project only. FOR CON 1 INUA 1 ION S- 1 3 S-1 3 5-13 } FOR CONTINUATION Top of railroad' \ \N**Top of tespike a centerline of Shelbourne Road approximately 1335 feet SEE THIS SHEET south of the centerline of 106th Street. SEE SHEET S-9 Flewtlon - 890.96 TBM tot Top of boot spike in centerline of Shelbourne Rood approximately 2600 feet south of the centerline of 106th Street. Elevation _ 885.42 TOPOGRAPHY BY 'X" 103 LOBO AERIAL SURVEYS P.K. naU In west side o1 power pole 1 foot up on the east side of Shelbourne Rood approximately 2600 feet south of the centerline of 106th Street' Elevation - 886,54 t �r 7M 104 COLUMBUS, IN A cut square at the southeast corner of the concrete deck of a lift station on the R south side of the subject site approximately 1600 feet west of the centerline of DATED 12-23-88 Shelbourne Road. Etavotion - 884.12 SANITARY SEWER PLAN SCALE: 1 "= 50' w W U 895 895 _ __. _,. ,.._..._ _ _ _ _,._._,...._-. __._..,..._..,__..._ __. _ �_.. _ _ .. _ _. _ ...... _ _ _ __ , ,..._... _. _ _ _........ _ . _.. _ _. __ _.. ...... _ _ _ ,_ ......... ...... ......_ ,.., _ _ .,.._ __..._- _. ._ .._ _. _ _. ,. ,... ,.._, _ 00 (D T.C. = 889.6 o � T.C.=890.0 T.C.=890.0 Z NN EXISTING GRADE T.C.=889.6 0 890 T.C.=888.8 ............. ..........NEW GRADE - - - EXISTING GRADE 890 Of � to .......... .... . ....... ... . ....... ........................... .,. ............... .....,..... ......_......._...,..,.....,..................... ,......._ ....,........._........... ......_.............__._.........,....._....__.._,........................_....... ..... .. ._._._ .....- NEW GRADE 0 ON C _ _ GRANULAR R C� 885 - - - - - - - BACKFILL GRANURLAR `""' 5 w Q_< BACKFILL Z Of Z 0 0 Z z v_i 8" PVC (S) 24" RCP W 8" PVC (E) INV.--881.5+ CONC. CRADLE o 0 INV.-879.34 of �, Q 880 15• RCP_ INV.-879.34 ....... ..... ..... ... . ...... . ... ...............880 W z . . ............. INV.-882.4f � Q . ..... .......... ............ . ............... m rn 5 ........... L_ 8" PVC (W) = v T INV.-881.50 -8CN)INV.-876.45 INV.054 ��8PVC (W) INV.-879.34 (S) v -- v INV.-879.24 (W) INV.-879.34 (E) INV.-879.24 875 .> o 875 U ........_..:._. _.._ ..... ._ _..._......«_...._ ...w__ _...m., ......._...... ..8 ........... .. INV.-876.35 INV.-876.45 (E) Y; f x xl` MR WI 870 0 b+ � N . ............ .......... a in .......... ....... ....... ..... ..................... ......... . ........................ .............. . .. . .............................. ............ ....... ... . ... ....... a� m �n CS C.-) <W ........... ............... ............ .............. ............ 0 rr � m N W 00 C" i I J d i i I I U ....... . . . ........... ........... . ................................... . .................. .. .. . . .............. . . ..... t 870 _ U U U .................... .......... . ..... .......... u ._ 00 z ..... V) z O z O ,� 865 865 0 3 ....... - ---------- ---- - ------ CD UJ 318' OF 8" PVC 0 0.88% 216' OF 8' PVC 0 1.00 _. _ __- _-- _ 267' OF 8" PVC ®0.45 0 � Z 860 s 60 C-) L.J_J a- r` co cr_ L_LJ'S + z +, S = _ O x = U ZE M M Z to O O O (D Z O O Z Z x" S O Z tD L LJ Q + + + + ¢ + + + Q t _.. ¢ fix•'.';,,, " + + Q -t- V) Y , + • r &a. , .i .. n : m. ] :e ,_, '. < -.,. »:, ,.,r, c .M o-; .. ...• fir. �:. yl, ��' '� '.ud;�c �,.»�„ I i t ''.,. ..:, .. ..-. ,. 4.': .. "'.:•-. ;',,: a`& .;ii S. }l5 fin .:..,. -Y +7„ �Y 0 Z t 1 , 0- LLJ LLJ L +t fl i- t+: h" _ ' 4, t , Y SHEET S-10 HORZ.: 1 "=50' of SCALE: SANITARY SEWER PROFILE Y, VERT.: 1 - 5 15 .FILE NAME: 8132SAN3 :.ra , •.:. r :, ,,s..... .•..',.r.r... .$,:: ,Mg{,•,:,...TA. ,... ..:,. ' - .n3. x;„'a ,t,,...'.�.,, v.,. �: , .. Ku�*• ._ 71 �k jai : +� .�r $`: �. " z ":. "' , 1 M 'x r , . x'r �, gyr^'8�,.,^ •t�•aa1' ._:f.i :.4$ ,4R" " '1011 ,vY% 4 � f EARTH OR �� YC �":. Yb =Wfsn &pi' .N� �''''?• i � r.�-' f <. c�wy'�e OF CURB 9' i ( ,q III CONCRETE CURB I I 7 8 6 26 30 PAVEMENT STEEL FEN (FOR TEMP. P 24" SUBSURFACE DRAIN RISER DETAIL -12 T :. f:fz ,-. ', i' ..:_..a '4 m .,a, ;±n y .. -4"': g x x n s. r ., ..'S'..t ...�a"�.', ?" ..NV 41 -N,e rr' : {, `ySw tt +f•r ., 4<.a. -v .x.: � � {'. .^. .. ,..(3, ,. 4 h' •:,r i -M' t,, G �' � a ., A`k f t.,.'^•., ,„y. wi - w '•+,w. ;r,.. . .., '. :, .:.. :, ,: 7t •.} ^�: " ..;.r .,.. • ,. ��*:"c� { �s�� .� v.`� a �174 � s' s." °1 rr � � ��•'r x �' k. y.;1 s g �55!°•<�v' # �g ' � , m t � ,, *�'"�, �� r � R � .4 Jaz ¢`ty., �k •�r• t^ ✓,' .� «5x �, , ` *R �Y!> �h 5 F`' `+ , • n ' tZ. wx t 151 ❑0000❑ 000000 000000 �r� ❑00000 r----� r—' -, 00130 O� �CA - �. _� — �'Isi� •t1i. � — GRADE No. 1772--A T. C. NEENAH CASTING ROLL CURB & GUTTER _ GRADE NEENAH TYPE CASTING ill, AIL - 1.C. NO. R -3501--N - ASPHALT' a 24" l + OPENING . . r - b PROVIDE FLOW INE W X PROVIDE FLOWLINE I NOTE: < ° < I STORM MANHOLES SHALL INCLUDE STEPS v n i30" DIA.- x I -----" -----8 -- ----- ----- WHERE STORM SEWER DEPTH EXCEEDS 4'-0'. <> a (RCP OR PRECAST) I ? STEPS ARE TO BE POLYPROPYLENE COATED . • (1) LINE 0.116 PIPE I L . .• STEEL REINFORCING OR AN APPROVED NON- A W.W.F. r _' • , CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMERp o e ° STANDARD REINFORCED CONC. BASF POLYPROPYLENE SHALL MEET THE REQUIEMENTS OF ASTMD 4101 WITH DEFORMED 3 8" DIA OR D DIMENSIONS A 8 MAX I.D. EARTH OR SIDEWALK SURFACE 28 12 14.#116J`1181119 24 48 TOP OF CURB 34 - APPROX. SLOPE III CONCRETE CURB I I 7 8 6 26 30 PAVEMENT 38 48 ? 41 � 6 _36 2 112 R.C.P. 18 _ .063 D D 42 2 1 2 R.C.P. _ -�� - .06Y 1 4T LLL R.C.P. 24 D D p C o 2 1 2 C. g �- R,C.P. —36 099 _i_6-22 11 _ 69 84 1 2 R.C.P. 42 17" °.o n.o o•o o ° °•oo•°�°•oo•° 90 Z � W 9 1 „ - COi ---------- --- --- L t o •o.o•0 0 0.0"0 �° INSTALLATION REQUIRED: ° o° "° ° ° •° ° •SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS •° •° REQUIRED FOR SEWER MAIN ¢ • BOTH SIDES OF PAVEMENT RUNNING ° ° ° ° � ° ° F - UJI THROUGHOUT ENTIRE PROJECT. DETAIL 15 °�"•°'° `14 o. °•° ° °'°. ° S 13 • PIPE MATERIAL PER I.N.D.O.T. a C la SPECS. No. 718.02 '•° ° ° Tk$^a o.o 'o.o Z SHEET •° o•° #8 GRAVEL °•o• °•° o • LOT CONNECTIONS ARE TO BE R 4 OF STUBBED AND CAPPED 3' 4" 4" BEYOND BACK OF CURB WITH MIN 15 MIN CURB BRANDED SS. PIPE UNDERDRAIN 11 S-13 STEEL FEN (FOR TEMP. P 24" SUBSURFACE DRAIN RISER DETAIL -12 T :. f:fz ,-. ', i' ..:_..a '4 m .,a, ;±n y .. -4"': g x x n s. r ., ..'S'..t ...�a"�.', ?" ..NV 41 -N,e rr' : {, `ySw tt +f•r ., 4<.a. -v .x.: � � {'. .^. .. ,..(3, ,. 4 h' •:,r i -M' t,, G �' � a ., A`k f t.,.'^•., ,„y. wi - w '•+,w. ;r,.. . .., '. :, .:.. :, ,: 7t •.} ^�: " ..;.r .,.. • ,. ��*:"c� { �s�� .� v.`� a �174 � s' s." °1 rr � � ��•'r x �' k. y.;1 s g �55!°•<�v' # �g ' � , m t � ,, *�'"�, �� r � R � .4 Jaz ¢`ty., �k •�r• t^ ✓,' .� «5x �, , ` *R �Y!> �h 5 F`' `+ , • n ' tZ. wx t 151 ❑0000❑ 000000 000000 �r� ❑00000 r----� r—' -, 00130 O� �CA - �. _� — �'Isi� •t1i. � — GRADE No. 1772--A T. C. NEENAH CASTING ROLL CURB & GUTTER _ GRADE NEENAH TYPE CASTING ill, AIL - 1.C. NO. R -3501--N - ASPHALT' a 24" l + OPENING . . r - b PROVIDE FLOW INE W X PROVIDE FLOWLINE I NOTE: < ° < I STORM MANHOLES SHALL INCLUDE STEPS v n i30" DIA.- x I -----" -----8 -- ----- ----- WHERE STORM SEWER DEPTH EXCEEDS 4'-0'. <> a (RCP OR PRECAST) I ? STEPS ARE TO BE POLYPROPYLENE COATED . • (1) LINE 0.116 PIPE I L . .• STEEL REINFORCING OR AN APPROVED NON- A W.W.F. r _' • , CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMERp o e ° STANDARD REINFORCED CONC. BASF POLYPROPYLENE SHALL MEET THE REQUIEMENTS OF ASTMD 4101 WITH DEFORMED 3 8" DIA OR D DIMENSIONS A 8 MAX I.D. (INCHES) (MIN) STRUCTURE NUMBER 21 48 28 12 14.#116J`1181119 24 48 31 111 27 60 34 - APPROX. SLOPE III 0 I I 7 8 6 26 30 42 60 38 LARGER REINFORCING STEEL CONFORMING TO ASTM a' G" SQUARE BASE 2GRADE 60. STEPS SHALL BEA MAXIUM OF STORM MANHOLE DETAI L 244•" FROM THE TOP, 24" FROM THE BOTTOM AND 4 16" SPACING BETWEEN. _ S-13 NEENAH R-1642 W/SELF SEALING LID (OR EQUAL) FINISH GRADE PRECAST CONC. N < 2' 0" DIA. RINGS p' 7 TAPERED CONE SECTION c In a -�o v' ° 6 -z� d F?WO ww. Xa (n_j00 Mt Nd.Vw a <` 0 < N V d � � --- — 16 BISMATIC COATING AS :> MANHOLE STEPS PER SPECIFICATION 91 4'-0" DIA. FILL WITH CONCRETE PLAN p a CAST IN PLACE 0 OR PRECAST ° c #4 O 12" EA. WAY —� Q A d C C SPECIAL ROLL CURB INLET ° ^°•o•°•o•° o•°•°•°•o`°•o"°•°•°•o•o.o 6" MIN. STONE REQUIRED \ \ °"°•°•O'°"° ° °"° °•°,°"° °•° °•° UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 1/2 TRENCH DEPTH MIN, (GRANULAR MATERIAL TO BE USED UNDER ALL 1 PAVED AREAS) 1 r'"!" NOTE SOIL w 4' 4' BACKFILL MATERIAL PLACEMENT / CLASS I, II, III, & IV = OF THE U.S.C.S. SOIL U CLASSIFICATION Uj BEDDING SYSTEM. INITIAL BACKFILL AREA 6" MIN.- SPRING LINE OF PIPE 12" MAX. --D'-- HAUNCHING AREA BEDDING AREA O.D. _F PIPE FOUNDATION 6" MIN.- (REQUIRED IN UNSTABLE SOIL) 12" MAX. 12"- 12" TRENCH & PIPE EMBEDMENT DETAIL 8 S-13 'x4" POST NOTE: 'MP EXTENSION ABOVE tOUND TO BE REMOVED N CONNECTION TO HOUSE ' T- a TAI W MAIN SLOPE 0.30% 6"x6"x4" TEE "BACKYARD" SSD CONNECTION r13 TO INDIVIDUAL LOTS s-13 RIP RAP 6" ELEV.=889.0 #4 REBARS 6" o.c. BOTH WAYS • ELEV.=885.0 I I 54" RCP I CONTRACTOR TO GROUT BOTTOM OF INLET TO 10 FORM SMOOTH FLOWUNE 6. • INV. 883.54 , m' a SECTION 8 6,. � SPECIAL INLET DETAIL 14 S-13 REINFORCED EDGE 2" -- REINFORCED CONCRETE. PIPE THREADED ROD ROD HOLDER sclaT uv 12" c -c (max) -_W+A- _ END VIEW CHILD/ANIMAL GUARD /4 BAR WELDED TO END SECTION L Sl OPF x -TOE PLATE _ I e SIDE VIEW (INCHES) G STRUCTURE NUMBER MIN DIMENSIONS OF GALVANIZED END SECTIONS FOR ROUND STEEL PIPE 24 48 TYPE OF PIPE 1' 6" - APPROX. SLOPE III II I/ I I 7 8 6 26 30 2 142 38 48 ? 41 31- _36 2 112 R.C.P. 18 _ .063 9 12 6 36 42 2 1 2 R.C.P. SPECIAL INLET DETAIL 14 S-13 REINFORCED EDGE 2" -- REINFORCED CONCRETE. PIPE THREADED ROD ROD HOLDER sclaT uv 12" c -c (max) -_W+A- _ END VIEW CHILD/ANIMAL GUARD /4 BAR WELDED TO END SECTION L Sl OPF x -TOE PLATE _ I e SIDE VIEW NOTE: FOR CORRUGATED METAL PIPE USE NEXT SMALLER DIAMETER END SECTION. METAL END SECTION DETAIL WTH CHILD/ANIMAL GUARD STIR. p120, 121 GE, •..r (NEW OR EX t TYPICAL SWALE SECTION 10 S-13 IR EXISTING) / I 6 -0" DIA. FOR CAST IN PLACE _l / I" 4'-0" MIN. MANHOLE BASE FOR PRECAST I °°g° 0100000 SECTION A— A 01000 00 00001113OD1000SANITARY MANHOLE DETAIL 1 0 GRADE STORM MANHYPEONEENALE T C No. 1772--A NOTE: • : 24" •� .�� STORM MANHOLES SHALL INCLUDE STEPS __ r G •_- WHERE STORM SEWER DEPTH EXCEEDS 4'-0 STEPS ARET BE POLYPROPYLENE COATED I• STEEL REINF*ING OR AN APPROVED NON -- I PROVIDE FLOWLINE I CORROSIVE FIBERGLASS MATERIAL THE COPOLYMER U i POLYPROPYLENE SHALL MEET THE REOUIEMENTS I _-_ -_-_._8__.____ ___ . I OF ASTMD-4101 WITH DEFORMED 3/8" DIA. OR I t . • LARGER REINFORCING STEEL CONFORMING TO ASTM 'A- 615, GRADE 60. STEPS SHALL BE A MAXIUM OF .. .• . ♦•• • •• ♦ • �� ' 24' FROM THF TOP, 24" FROM THE BOTTOM AND STANDARD REINFORCED CONC. BASE: 16" SPACING BETWEEN. DIMENSIONS A B MAX I.D. (INCHES) G STRUCTURE NUMBER MIN DIMENSIONS OF GALVANIZED END SECTIONS FOR ROUND STEEL PIPE 24 48 TYPE OF PIPE PIPE DIA GAGE IN INCHES DIMENSION A B HW +1" (MAX) +1" +1 1/2" +2" - APPROX. SLOPE R.C.P. 12 .063 7 8 6 26 30 2 142 38 48 ? 41 31- _36 2 112 R.C.P. 18 _ .063 9 12 6 36 42 2 1 2 R.C.P. _ -�� - .06Y 1 4T LLL R.C.P. 24 .079 12 16 8 51 60 2 1 2 C. �- R,C.P. —36 099 _i_6-22 11 _ 69 84 1 2 R.C.P. 42 .099 18 27 12 78 90 2 1 4 � W 9 1 „ - COi ---------- --- --- L t NOTE: FOR CORRUGATED METAL PIPE USE NEXT SMALLER DIAMETER END SECTION. METAL END SECTION DETAIL WTH CHILD/ANIMAL GUARD STIR. p120, 121 GE, •..r (NEW OR EX t TYPICAL SWALE SECTION 10 S-13 IR EXISTING) / I 6 -0" DIA. FOR CAST IN PLACE _l / I" 4'-0" MIN. MANHOLE BASE FOR PRECAST I °°g° 0100000 SECTION A— A 01000 00 00001113OD1000SANITARY MANHOLE DETAIL 1 0 GRADE STORM MANHYPEONEENALE T C No. 1772--A NOTE: • : 24" •� .�� STORM MANHOLES SHALL INCLUDE STEPS __ r G •_- WHERE STORM SEWER DEPTH EXCEEDS 4'-0 STEPS ARET BE POLYPROPYLENE COATED I• STEEL REINF*ING OR AN APPROVED NON -- I PROVIDE FLOWLINE I CORROSIVE FIBERGLASS MATERIAL THE COPOLYMER U i POLYPROPYLENE SHALL MEET THE REOUIEMENTS I _-_ -_-_._8__.____ ___ . I OF ASTMD-4101 WITH DEFORMED 3/8" DIA. OR I t . • LARGER REINFORCING STEEL CONFORMING TO ASTM 'A- 615, GRADE 60. STEPS SHALL BE A MAXIUM OF .. .• . ♦•• • •• ♦ • �� ' 24' FROM THF TOP, 24" FROM THE BOTTOM AND STANDARD REINFORCED CONC. BASE: 16" SPACING BETWEEN. DIMENSIONS A B MAX I.D. (INCHES) G STRUCTURE NUMBER MIN 21 48 28 J114 24 48 31 _ 27 60 34 30 0 B 33 0 31 Vo 36 60 44 42 60_ 38 48 ? 41 54 _ ? #102.1103,#104 PIPE SIZE A 18 UP TO 3 1 D + 16 D + 12 36" AND GREATER I D + 24" 1 D + 12" cV Z COMPACTED #8 STONE SEWER AS PER PLAN D/4 OR 6" MIN. �a N fw 5 S ofQ� W U w IY w U NOo go ED 00 ko 4�' T. O X e., O t' p ,n n O O CD ON!\ a n ' Af _ NORMAL GRADE U ccvp 1/4" PER FOOT O z MIN. -1/8" PER FOOT / _OQ \ i Ix a Q GRADE BEEHIVE INLET' ISOMETRIC PLAN Z z NEENAH TYPE CASTING "' No. R-4342 OR R-4353 O T.C. SEE WYE & LATERAL Z Z J CAPPING DETAIL W 100 • USE 6" SEWER PIPE M N O Q • ♦ MIN UNLESS OTHERWISE 24"RI Z ••� ► NING �,`� ao RISER RING SPECIFIED MAIN SEWER D OPE r. APPROX. 90• z Z O I PROVIDE FLOWUNE. I LONG RADIUS U c 4) < i I NOTE: SECTION A—A N am i,_ STORM MANHOLES SHALT. INCLUDE STEPS Q I Q) WERE • • WHERE STORM SEWER DEPTH EXCEEDS 4'-0". _ -0 " STEPS ARE TO BE POLYPROPYLENE COATED _> c • ♦ DIAMETER AS SPECIFIED STEEL REINFORCING OR AN APPROVED NON- / ON PLAN OR SCHEDULE U CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER - ---- - - STANDARD REINFORCED CONC. BASE POLYPROPYLENE SHALL MEET THE REOUIEMENIS DIMENSIONS A B MAX I.D. (INCHES) CSTRUCTURE NUMBER MIN 12 36 is 15 36 21 O W 1 B 24 48 31 Vo I 34 60 38 33 60 41 36 60 44 42 60 50 OF ASTMD--4101 WITH DEFORMED 3/8" DIA. OR LARGER REINFORCING STEEL CONFORMING TO ASTM PLAN VIEW_ , GRADE 60. STEPS SHALL A MAXIUM OF CONNECTION TO MAIN SEWER o 24" F �; J 14" FROM 1TiE TOP, 24" FROM THE BOTTOM AND 3 16" SPACING BETWEEN. c�-1 3 Q L�.1 BEEHIVE INLET DETAIL 6 -' --- — — 5-13 dk `A k}i x ky .500 psi CONCRETE Perspective View eprth cutaway 10 BOTTOM OF TRENCH,a r 10 be Used when clear distance between a�pQes is 18" or less, or were noted on the drowRl,�s. CONCRETE CRADLE ,6 ' - S-13 . - I- • BELL HOLES SHALL BE PROVIDED I I 0 z z 0 U 0Z00 (n AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I i USE 6" SEWER PIPE UNLESS O W --I COVER & SEAL w I Q C) I I � I I- • BELL HOLES SHALL BE PROVIDED I I O (n AND THE TRENCH PREPARED SO THAT THE BOTTOM IS PROPERLY I i USE 6" SEWER PIPE UNLESS Z W --I SUPPORTED THROUGHOUT ITS I I OTHERWISE SPECIFIED O > Q LENGTH. I I LLL APPROX 90' i (n Ne- U j Q I I S LONG RADIUS CURVE I LJ.J z Uj I Y � W --- --- 2 -------- DIAMETER AS --O ON OCtf COi ---------- --- --- L t ��// Il •SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS � REQUIRED FOR SEWER MAIN ¢ F - UJI WYE & LATERAL CAPPING DETAIL 15 o W w S 13 a C la H, Tk$^a SHEET R 4 OF hf y 15 FILE NAME: 8132DETI 4 a w� 16 r 50' RIGHT OF WAY #10' 30' BACK TO BACK — 10' 1' 4' 12' 26 BAC TO BACK �c13' S' '4' 1' CONC. 7 --- 13 111' ---- -- -- 11' 7' - CONC. WALK 2' ROIL CURES PROFILE GRADE 2' ROLL CURB WALK 1 4- PER FT. SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN 1/4' PER FT 3" #9 HAC BINDER-�'-PIPE UNDERDRAIN (FYP) 9" #53 COMPACTED STONE BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION s 3'-3 112- 3'-2" 2"3'-2•- 3/8" CHECKERED FLOOR PLATE CONC. WALK - CONC. WALK e tN 0D ► L ` 1 1/4"x3/8" ANGLE IRON (TYP.) DRAIN -r No UNDER SIDEWALK Q TOP SOIL PERTAINS TO 30' STREFT o i" #11 HAC SURFACE - � 3" #9 HAC BINDER-�'-PIPE UNDERDRAIN (FYP) 9" #53 COMPACTED STONE BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION s 3'-3 112- 3'-2" 2"3'-2•- 3/8" CHECKERED FLOOR PLATE CONC. WALK - CONC. WALK e tN 0D ► L ` 1 1/4"x3/8" ANGLE IRON (TYP.) DRAIN -r No UNDER SIDEWALK Q TOP SOIL 4 1 2" o v � LOW POINT Ln cr W TOP OF j' D c�0a: 0 CURB �o a 0 p Q I o I — ,taLa �— EARTH cc� 0 w BACKFILL a D O. p' O 4 #53 COMPACTED p-° �° °'° p•e'p•o'p•o'p•o'p MAINTAIN GUTTER p • p ° ° °° °° °° p° STONE BASE O • ° ° �_p - 0 p • O • - p • ° D VIEW 3" 6" 2' - (TYPE (TYPE 1) 2' CONCRETE ROLL CURB &- 6- 1 24" qrA AVIWAI "I FER 1 S-14 6- 1 "R "1"R D I I --A 7 I I e L 7 FARTH RI N II BACKFILL I I I �- i -- e t I r — `° D �p D ► • #53 COMPACTED °. o.p°o.p°n.° °n.°°°.p°n•° p STONF BASFp•°'°"°'°`° °o.p•o." o•"- o• °a.p•o. p -o. °o. °o. °nc24" °o. °o.p-n °o p °op°vp°o•°°°,p°°,p°np°°,p°o,p°°p°°p°° p° 2' CONCRETE CHAIRBACK CURBr2 —14 (WITHOUT GUTTER) IS, MAX. 1 1/2' PER FT v PAVEMENT 2' CONC. ROLL CURB SECTION A—A WHEELCHAIR RAMP DETAIL 3 0 w LL - LJ U N 00 � O z �I N O 00 x F= co o Q _m O coo D_ � a � p I O QN U �� � � d z oa Of aQ w �o w z 0z z ZJ Li 1714 00 a. W 'o z D Q z z L. o _ T U C_ N 0 Q1 C � > C �U O O w W J Z U QO Z �z 0 ooz m U O O z w �— cl- Q O J W W Q w z � O � w m CD m w = O �LL- LJ U w w Q a_ w O W Of d F SHEET S-14 OF 15 FILE NAME: 81310ET2 o v � m of cr W e /c� D c�0a: 0 9 a 0 p Q I ,taLa 0 w a D 4 I1 A MAINTAIN GUTTER FLOW LINE THRU RAMP PLAN VIEW 4'-0" MAX. 1 1/2' PER FT v PAVEMENT 2' CONC. ROLL CURB SECTION A—A WHEELCHAIR RAMP DETAIL 3 0 w LL - LJ U N 00 � O z �I N O 00 x F= co o Q _m O coo D_ � a � p I O QN U �� � � d z oa Of aQ w �o w z 0z z ZJ Li 1714 00 a. W 'o z D Q z z L. o _ T U C_ N 0 Q1 C � > C �U O O w W J Z U QO Z �z 0 ooz m U O O z w �— cl- Q O J W W Q w z � O � w m CD m w = O �LL- LJ U w w Q a_ w O W Of d F SHEET S-14 OF 15 FILE NAME: 81310ET2 I ,,,,,,"i / .I I I . *i / . I I / i I I . EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and reicted 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 I 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 trees shall be buried onsite or removed to disposal areas 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 plan 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 `i 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 0.10 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. I 11 C. Compaction Requirements:11 nt 1. All building pad areas shall be compacted to standards specified by local and/or state &' building codes. I , �, 0 , 11 J , 2. For compaction requirements of paved area x 11 I 11.1 see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If an 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 either an excess or shortage of actual earthwork materials to complete the project. If such an 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. CLAY TOWNSHIP REGIONAL WASTE DISTRICT 1. Standard specifications of the Clay Waste District and Indiana Department of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D-3034 (S.D.R. 35) and ASTM 2321. PVC shall have grooved bell and gasket. 3. All sanitary manholes shall be "precast concrete" manholes in accordance with ASTM C-478 and Section 720. O -Rings shall conform to C-443. Kent Seal or equivalent shall also be applied to all joints and between riser rings and castings. Manhole step pacing shall be no more than 16 -inches. 4. Bismatic coating shall be applied around each manhole joint from 6 -inches above to 6 -inches below each joint. Inside joints to be filled with precoat plug material. 5. The casting elevations are set by plan. However, the castings are to be adjusted in the 'field by the Engineer's representative, should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12 -inches. 6. 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. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in-place. 7. 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. 8. 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 "as -built" 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 said termination point. 9. All sanitary sewer lines upon completion will be required to pass an infiltration weir test and a low pressure air test, unless otherwise directed by the Engineer. Said test shall be conducted according to NCPI Standard Method, and shall be witnessed by an Engineer and a representative of the Clay Waste District. 10. 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 deflectionof 5 percent 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. 11. All mandrel testing shall be observed by a Professional Engineer for certification and a representative of the Clay Waste District. 12. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a flow pressure air test without leakage. 13. Bedding for flexible pipe shall be No. 8 stone from 6 -inches below the pipe to 12 -inches above the pipe. Bedding for rigid pipe shall be No. 8 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 stone bedding. 14. Water and sewer line crossings and separations shall be in accordance with Ten States' Standards. 15. Trench shall be opened sufficiently ahead of pipe laying to reveal obstructions, and shall be property protected and/or barricaded when left unattended. 16. No water shall be permitted to flow into the sanitary sewer 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. Any pipe entering existing sewers shall be plugged, until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 17. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. 18. Forty-eight (48) hours notice shall be given to the Clay Regional Waste District prior to the start of sewer construction. Also, 48 -hours notice shall be given prior to any testing done on the sewer. 19. Manhole casting shall be stamped "SANITARY SEWER" (Neenah Casting R 1642 or equal) and be self-sealing type. Waterproof castings shall be Neenah R -1916-F1 and stamped "Sanitary Sewer . 20. The minimum slope for sewer acceptance by the C.T.R.W. District are: Size of Pipe Minimum Constructed Slope 8" 0.40% 10" 0.28% L�`111 12" 0.22% ..15" 0.15% 18" 0.12% 21. 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 1, Surveyor or Engineer and be availble onsite for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. " 1. 22. In the event that the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections .vim shall be reconstructed to meet such minimum slopes. STORM SEWER SYSTEMS 1. SCOPE OF WORK The work under this section includes all storm sewers, storm water inlets, and related items, including excavating and backfilling, necessary to complete the work shown on the drawings. 2. MATERIALS A. Storm Sewers 1. Reinforced concrete sewer pipe shall confirm to ASTM C-76 latest revision, with joints conforming to ASTM C-443 latest revision. When storm pipe is submerged B. Manholes 1. Precast reinforced concrete manhole sections and steps shall conform to ASTM C-478 latest revision. 2. Casting shall be of uniform quality, free from blow holes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well cleaned by shot -blasting or by some other approved method. They shall be coated with asphalt paint which shall result in a smooth coating, tough and tenacious when cold, not tacky or brittle. They shall be gray iron meeting ASTM A-48 latest revision. 3. Joints - Manhole sections shall be jointed with rubber type gaskets. The rubber type gaskets shall meet ASTM C-443 latest revision. When manhole and storm pipe are continuously in water. C. SUBDRAINS 1. Perforated plastic pipe subdrains shall conform to ASTM F-405. 3. APPLICATION A. Permits and Codes - The intent of this section of the specifications is 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 as amended by any waivers. Contractor shall furnish all bonds necessary to get permits for cuts and connections to existing sewers. B. Local Standards - the term "Local Standards" as used herein means the standards of design and construction of the respective municipal department or utility company. C. Existing Improvements - Maintain in operating condition all active utilities, sewers and other drains encountered in the sewer installation. Repair to the satisfaction of the owner any damage to existing active improvements. D. Workmanship - To conform to all local, state and national codes and to be approved by all local and state agencies having jurisdiction. E. Trenching - Lay all pipe in open trenches, except when the local authority gives written permission for tunneling. Open the trench sufficient ahead of pipelaying to reveal any obstructions. The width of the trench shall be the inside pipe diameter plus 24 inches for 12 inches above the pipe. Sheet and brace trench as necessary to protect workmen and adjacent structures. All trenching to comply with Occupational Safety and Health Administration Standards. Keep trenches free from water while construction 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. F. Special Supports - Whenever in the opinion of the Engineer the soil at or below the pipe grade is unsuitable for supporting sewers and appurtenances specified in this section, such special support, in addition to those shown or specified, shall be provided as the Engineer may direct, and the contract will be adjusted. G. Backfilling - for a depth of at least 12 inches above the top of the pipe, backfill with earth or granular material free from large stones, rock fragments, roots or sod. Tamp this backfill thoroughly, taking care not to disturb the pipe. For the remaining trench depth, backfill with earth or granular material containing stones or rocks not larger than 4 inches. Backfill under and within 5' of walks, parking areas, driveways and street shall be granular material only - thoroughly compacted by approved methods. H. Manhole Inverts - Construct manhole flow channels of concrete sewer pipe or brick, smoothly finished and of semi -circular section conforming to the inside diameter of the connecting sewers. Make changes in size or grade gradually and changes in direction by true curves. Provide such channels for all connecting sewers at each manhole. 1. Subdrains - All subdrains shall be of the size . shown on the plans and shall be constructed to the grades shown. All drains constructed off-site as part of the outlet drain will be located as shown. J. Utilities - It shall be the responsibility of each " ji, contractor to verify all existing utilities and conditions pertaining to his phase of the work I It shall also be the contractors responsibility to �' "' contact the owners of the various utilities before 11 7 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. �_I _ 11 1. I 11 1,1, t I 1*1�1` , 11" , I fix. !: . � 11 �1 5; .a . 1111 t I, L - -. I, . , STREETS 1. SCOPE OF WORK I - 14Wpp,,, The work required under this section includes all , concrete and bituminous paving and related items necessary to complete the work indicated on drawings and described in the specifications, including but not ,rn limited to: 6 All streets, parking areas in contract limits Curbs and gutters Sidewalks and concrete slabs, exterior steps 2. MATERIALS A. Concrete - Concrete shall be ready -mixed concrete and shall be a mix of proportioned fine and coarse aggregates with Portland cement and water. Minimum cement content shall be 6 bags per cubic yard of concrete and maximum water content shall be 5.5 U.S. gallons per sack of cement, including moisture in the aggregate. Slump for normal weight concrete shall be a maximum of 4 inches and a minimum of 2 inches. the slump of machine placed concrete shall be no less than 1-1/4 inches nor more than 3 inches. Standard test ASTM C-143 shall be used to measure slump. Compressive strength of concrete at 28 days shall be 4000 psi. All exterior concrete shall have air entrainment of 5% to 8% by volume per ASTM C -260. Retempering of delivered concrete will not be allowed. Concrete shall be composed of: 1. Portland cement - Conforming to ASTM C-150, Type IA or Type IIIA. 2. Aggregates: Conforming to ASTM C-33 3. Water - Shall be clear and free from injurious amounts of oils, acids, alkalies, organic materials or other deleterious WA substances. B. Welded Steel Wire Fabric - Where required for concrete reinforcement shall conform to ASTM A185. C. Premoulded Joint Filler - Shall be of non -extruding type meeting ASTM D-544 except that premoulded joint filler used in concrete walk construction may be either non -extruding or resilient. D. Bituminous Pavement Materials - All materials proposed for the construction of bituminous pavements shall comply with the Indiana Department of Transportation specifications, per latest revision. E. Compacted Aggregate Subbase: Shall be crushed stone or gravel. Crushed gravel shall be a minimum of 35% crushed material. Chert shall be limited to a maximum of 8% of the total. Material shall be free from an excess of flat, elongated, thinly laminated, soft or disintegrated pieces; . and shall be free from fragments coated with dirt. Compacted aggregate shall be graded as follows: SIEVE SIZE % PASSING 1-1/2" 100 1" 80-100 3/4" 70--90 1/2' 55-80 #4 35-60 #8 25-50 #30 12-30 #200 5-10 3. APPLICATION A. Grading - Do any necessary grading in addition to that performed in accordance with Earthwork Section, to bring subgrades, after final compaction, to the required grades and sections for site improvement. B. Preparation of Subgrade -- Remove spongy and - otherwise unsuitable material and replace with stable material. No traffic will be allowed on ' prepared subgrade prior to paving. C. Compaction of Subgrade - The first 6 inches below the subgrade shall be compacted to at least 100% of the maximum dry density as determined by the provisions of AASHO T-99. Water shall be prevented from standing on the compacted subgrade. D. Utility Structures - Check for correct elevation of all manhole covers, valve boxes and similar structures located within areas to be paved, and make, or have made, any necessary adjustments in such structures. E. Placing Concrete 1. Subgrade - Place concrete only on a moist, compacted subgrade or base free from loose material. Place no concrete on a muddy or frozen subgrade. 2. Forms - All forms shall be free from warp, tight enough to prevent leakage and substantial enough to maintain their shape . and position without springing or settling, when concrete is placed. Forms shall be clean and smooth immediately before concreting. 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at on atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. r t i raj+ " wy1. F. Concrete Curb' fir` �..z ,,4 h 1. Expansion Joints - Shall be 1/2 inch thICK V P . � _,, . .. ; premoulded at ends of all returns and at a', y. r.' �. ,;?tj( �� 1b "-1` maximum spacing of 100 feet. 2. Contraction Joints - Unless otherwise x°` 11 provided, contraction joints shall be sawed - "r f 11it .. :' joints spaced 20 feet on center. R Yy , 11 3. Finish - Tamp and screed concrete as soon as Y a " 11 �, t� . placed, and fill any honey combed places. t� lit I Finish square corners to 1/4" radius and § other corners to radii shown11111 . i�& - ,�- , ____ � - I x- t i,' - -, f ° w 11 Mr., �"&' 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 r construction ruction 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. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. I. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 403 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. TER MAINS: A. WATER MAINS ARE TO DESIGNED AND INSTALLED 8Y THE INDIANAPOLIS WATER COMPANY. 4 O .. - t. a x q 1` m• fn s++} .' - �" x,.1 ;71 ��' > ,:4'. ��,n .� " .. w. k`' S, v ;� a .31 " i 4 � M I III, ' �., . a 6 "� �1 .I��,� �' b 'fin .,,g 4yp a .°:.y 8 t a'l'e' Z J i s.. a x J EMUx , a O w .,5 , v�4 W cr a n Ln r z C Or Y 0 W _ 0 w �' f- o, Q N 0 1 r M O Z Y 0 W = � Z U ' > t 4 ., , It x r x',,, c' ,fir. , d' 0 t_ ` 1 , v * y,nn' YAk` ' ^� ,,`11 m i � "•,z °. 1 S� k w x,5t :. Im 0 W L_ X W 0 `�. � ,�$ q I,'" 4, a � ° Co N I -x F_ � 0 Q m Of 00 n 0 ;; o d ca � a X o � O aON U �� „; O 0 OL Q w =Z 11. f spa, a:.A Z (n y.I 'A � r '* ,rp1 �4' 5, ,;: ' Z J o wZ 0 Q L.J Z ,_ L_ Z - Q) 0 T_ a) >-,C) C 0 V) 6) L. i s �4 ' '; 0) l fr111 � a �x'' 0 �. � `�%A , C) CV; 1W I.rj J I <t - ' N \ It- - z O i, Z O �C-) O ?�:: W F -I 0-I ©I O F- >I UJ E = V) I I U C)~ W S U O i w aC U C) m W QL = O (n L - Q o Qcr WL.AJ < 0 W W d Ir- SHEET , *,,,, S-15 OF 15 I FILE NAME: 8132SPEC A I - 14Wpp,,, r'llij -' , , ,rn . C" .. 6 Mr., �"&' 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 r construction ruction 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. H. Curing Concrete - Except as otherwise specified, cure all concrete by one of the methods described in Section 501.17 of the Indiana Department of Transportation Specifications, latest revision. I. Bituminous Pavement - Hot asphalt concrete pavement shall be as specified in Section 403 of the Indiana Department of Transportation Specifications latest revisions. Paving will not be permitted during unfavorable weather or when the temperature is 40 degrees F. and falling. J. Compacted Aggregate Subbase - the thickness shown on the drawings is the minimum thickness of the fully compacted subbase. Compaction shall be accomplished by rolling with a smooth wheeled roller weighing 8 to 10 tons. Compact to 90% compaction using Standard Testing Procedures. Along curbs, headers and walls and at all placed not accessible to the roller, the aggregate material shall be tamped with mechanical tampers or with approved hand tampers. TER MAINS: A. WATER MAINS ARE TO DESIGNED AND INSTALLED 8Y THE INDIANAPOLIS WATER COMPANY. 4 O .. - t. a x q 1` m• fn s++} .' - �" x,.1 ;71 ��' > ,:4'. ��,n .� " .. w. k`' S, v ;� a .31 " i 4 � M I III, ' �., . a 6 "� �1 .I��,� �' b 'fin .,,g 4yp a .°:.y 8 t a'l'e' Z J i s.. a x J EMUx , a O w .,5 , v�4 W cr a n Ln r z C Or Y 0 W _ 0 w �' f- o, Q N 0 1 r M O Z Y 0 W = � Z U ' > t 4 ., , It x r x',,, c' ,fir. , d' 0 t_ ` 1 , v * y,nn' YAk` ' ^� ,,`11 m i � "•,z °. 1 S� k w x,5t :. Im 0 W L_ X W 0 `�. � ,�$ q I,'" 4, a � ° Co N I -x F_ � 0 Q m Of 00 n 0 ;; o d ca � a X o � O aON U �� „; O 0 OL Q w =Z 11. f spa, a:.A Z (n y.I 'A � r '* ,rp1 �4' 5, ,;: ' Z J o wZ 0 Q L.J Z ,_ L_ Z - Q) 0 T_ a) >-,C) C 0 V) 6) L. i s �4 ' '; 0) l fr111 � a �x'' 0 �. � `�%A , C) CV; 1W I.rj J I <t - ' N \ It- - z O i, Z O �C-) O ?�:: W F -I 0-I ©I O F- >I UJ E = V) I I U C)~ W S U O i w aC U C) m W QL = O (n L - Q o Qcr WL.AJ < 0 W W d Ir- SHEET , *,,,, S-15 OF 15 I FILE NAME: 8132SPEC A