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HomeMy WebLinkAbout05080012 Secondary Plat and Civil Construction Plans Rcv. 12/19/2005 DOCSOWNER/SUBDIVIDER BCE ASSOCIATES 4 LLC 1041 WEST MAIN STREET CARE, WDIANA 460332 (317) 582 -2456 SURVEYOR THE SCHNEIIDER CORPORATION 89010TIS AVENUE WDIANAPOLIS, K 46216 Sdvxider 07) 826 -7100 w O N 00 c3i o do O N w� o' Z I Z C,4 00 wl 0 W N Z Z J o C/7 V w� w cn w� C'4 co zt z WI o W N J OZ O �I_ c 0 w o o 7) U CL M y 1 1 ti y n 0 D v V 3 0 ri n y N 3 0 y 7 D 0 n n Y LINCOLNSHIRE SECTION 2 SECONDARY PLAT PART OF THE E. 1/2 OF THE N.E.1 /4 OF SECTION 20- T18N -R3E HAMILTON COUNTY, INDIANA FOR CONTINUATION SEE SHEET 2 JSy JL 4L VV ' ��' • "' WEST 141ST STREET � I �, r-. N I O CIZ I R- 20.00' N 89'32'41 " "E 131-81' L= 34.08' CARLOW RUN x=97'37'08" S82'50'11 "E 5(L(l(1' S.E. CORNER N.E.1 /4 SOUTH LIME N.E.1 /4 SECTION 20- T18N -R3E / 10' DU &SE 133.31' NbV- ,5141 L IOb -Z,S THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR - INDIANA X0560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 PRIMARY PLAT DOCKET # 05020019PP SECONDARY PLAT DOCKET # 05080012SP KEY MAP I (ASSUMED NORTH) SCALE: 1 "= 60' 30 0 25 50 100 FOR CURVE DATA SEE SHEET 2 FOR LAND DESC. SEE SHEET 4 LEGEND 0 - INDICATES STREET CENTERLINE MONUMENTATION - SEE NOTE SHEET 1 ® - INDICATES CONCRETE MONUMENT - SEE NOTE SHEET 1 0 - INDICATES EXIST. 5/8" REBAR W/YELLOW CAP STAMPED "FIRM #0001" D.U.&.S.E. - DRAINAGE UTILITY AND SEWER EASEMENT B.L - BUILDING LINE S.F. - SQUARE FOOTAGE R/W - RIGHT -OF -WAY (NR) - NON- RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT NOTE SUBDIVISION MONUMENTS ARE REQUIRED PER TITLE 865 (STATE BOARD OF REGISTRATION FOR LAND SURVEYORS) IAC 1- 1� -18. STREET CENTERLINE MONUMENTS SHALL BE 5/8" DIA. BRASS, IRON OR STEEL PIN W/ 1 1/2" DIA. CAP STAMPED "SCHNEIDER FIRM NO. 0001 ". SUBDIVISION BOUNDARY MONUMENTS SHALL BE 4 "X4 "X36" CONCRETE MONUMENTS WITH IRON OR COPPER DOWEL SET FLUSH WITH TOP OF MONUMENT, SCORED ON TOP WITH A CROSS. LOT CORNER MONUMENTS SHALL BE 5/8" X 36" METAL ROD W /CAP STAMFED "SCHNEIDER ENG FIRM #0001 ". UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCE, THE INSTALLATION OF AFOREMENTIONED MONUMENTS MAY BE DELAYED FOR UP TO TWO YEARS FROM RECORDATION OF THE ' PLAT PER STANDARDS AS SET FORTH IN TITLE 865 IAC 1 -12 -18 SUBSECTION (b)(1)()). SHEET 1 OF 4 JOB ## 5076.002 12/14/05 R• \rw \Sn7F \nn,?\nwr- c \nn�Rc OWNER/SUBDIVIDER BCE ASSOCIATES It LLC 1041 WEST MAN STREET CARMEL, WDIANA 46032 (317) 582 -2456 SURVEYOR THE SCHNEIDER CORPORATION 8901 OTIS AVENUE . WDIANAPOiJS, Ud. 46216 SC�v r (317) 826 -7100 DATE OF SUBMISSION: 08/01/05 SOURCE OF TITLE WARRANTY DEED,INSTR# 200500077029 LINCOLNSHIRE SECTION 2 All SECONDARY PLAT PART OF THE E. 1/2 OF THE N.E. 1/4 OF SECTION 20- T18N -R3E -�- HAMILTON COUNTY, INDIANA (ASSUMED _ I ___, FOR LAND DESC. SEE SHEET 4 S8932'41 "W 402.21' 151ST STREET - 117.21' -T - - - -f _ - 95.00' _ - - - 95.00 �1 'TNTS�CA�€LE N89 32 41 E 10 LANDSCAPE EASEl,1ENT - - - -- - - - - - - - 0 CD (� w cn w 146TH STREET ° 95.00' Z SITE S1 3'59'45 "W Uj C) 6 3 N CD 0 w I °o C -4 141ST STREET N 80 0 KEY MAP I (ASSUMED NORTH) SCALE: 1 "= 60' 30 0 25 50 100 FOR CURVE DATA SEE SHEET 2 FOR LAND DESC. SEE SHEET 4 LEGEND 0 - INDICATES STREET CENTERLINE MONUMENTATION - SEE NOTE SHEET 1 ® - INDICATES CONCRETE MONUMENT - SEE NOTE SHEET 1 0 - INDICATES EXIST. 5/8" REBAR W/YELLOW CAP STAMPED "FIRM #0001" D.U.&.S.E. - DRAINAGE UTILITY AND SEWER EASEMENT B.L - BUILDING LINE S.F. - SQUARE FOOTAGE R/W - RIGHT -OF -WAY (NR) - NON- RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT NOTE SUBDIVISION MONUMENTS ARE REQUIRED PER TITLE 865 (STATE BOARD OF REGISTRATION FOR LAND SURVEYORS) IAC 1- 1� -18. STREET CENTERLINE MONUMENTS SHALL BE 5/8" DIA. BRASS, IRON OR STEEL PIN W/ 1 1/2" DIA. CAP STAMPED "SCHNEIDER FIRM NO. 0001 ". SUBDIVISION BOUNDARY MONUMENTS SHALL BE 4 "X4 "X36" CONCRETE MONUMENTS WITH IRON OR COPPER DOWEL SET FLUSH WITH TOP OF MONUMENT, SCORED ON TOP WITH A CROSS. LOT CORNER MONUMENTS SHALL BE 5/8" X 36" METAL ROD W /CAP STAMFED "SCHNEIDER ENG FIRM #0001 ". UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCE, THE INSTALLATION OF AFOREMENTIONED MONUMENTS MAY BE DELAYED FOR UP TO TWO YEARS FROM RECORDATION OF THE ' PLAT PER STANDARDS AS SET FORTH IN TITLE 865 IAC 1 -12 -18 SUBSECTION (b)(1)()). SHEET 1 OF 4 JOB ## 5076.002 12/14/05 R• \rw \Sn7F \nn,?\nwr- c \nn�Rc OWNER/SUBDIVIDER BCE ASSOCIATES It LLC 1041 WEST MAN STREET CARMEL, WDIANA 46032 (317) 582 -2456 SURVEYOR THE SCHNEIDER CORPORATION 8901 OTIS AVENUE . WDIANAPOiJS, Ud. 46216 SC�v r (317) 826 -7100 DATE OF SUBMISSION: 08/01/05 SOURCE OF TITLE WARRANTY DEED,INSTR# 200500077029 LINCOLNSHIRE SECTION 2 All SECONDARY PLAT PART OF THE E. 1/2 OF THE N.E. 1/4 OF SECTION 20- T18N -R3E -�- HAMILTON COUNTY, INDIANA (ASSUMED _ I ___, FOR LAND DESC. SEE SHEET 4 S8932'41 "W 402.21' 95.00'-- - 117.21' -T - - - -f _ - 95.00' _ - - - 95.00 �1 'TNTS�CA�€LE N89 32 41 E 10 LANDSCAPE EASEl,1ENT - - - -- - - - - - - - - - - - -10 I CD (� 10' DU &SE cn w O ANG o L C -1G c'p0o pOp I� i 95.00' 71.38' S1 3'59'45 "W Uj C) 6 3 N CD a ° iz IM co °' °o C -4 I� 79 rE N 80 0 ° 81 w I° 17,632 S.F. o z CD 13,338 S.F. Z 13,300 S.F. 300.00' d, 20' BL _ C -6 20 g� -- Du &SE -" 160.41' W 20' DU &SE 12.73' (20' 45.96' 49.13' 95.00' \� 95.00'-- MURPHY �T - - N89 32 41 E W �, ° 'n S81'37 56 "W 55 24' 0 - 234.56' CD N C -14 5186cc "' 57.83' 0 cn w O ANG o L C -1G c'p0o pOp 94.56' 95.00' 71.38' S1 3'59'45 "W 13 °39'51" C) 6 3 N CD 82 cn Z C -4 � 275.00' 13,300 S.F. w 42'33'58" C -5 CD z 300.00' 21' BL 20' DU &SE �- CV � - 42'3358" C -6 95.00' 004 \� 54.24' 51.86 c -,2 MURPHY �- ON o C -13 NEWINGT C -1 1 N89 32 41 E W �, ° 'n S81'37 56 "W 55 24' 0 - 234.56' CD N C -14 5186cc "' 57.83' CIRCLE NORTH cn w O ANG o L C -1G c'p0o pOp 94.56' 95.00' v' N C -15 61.42' 4.12 20' DU &SE � 20' BL --�2D' BL � 71 0 78 15,380 S.F. o f l a 15, 547 S.F. m �I I cd O J NU N 15' DU &SE o 1- - - - -=� S89'32'41 "W IW I 13982' -- 114.56' - -� IW I t5' DUdcSE i N89'32'41 "E 140.0( LLJ IQ I� 77 I� °I¢ I° 13,308 S.F. 70 to IM °' co o N 13,300 S.F. I _1_S89'32'41 "W W 140.35' m , N89'32'41 "E V 4J 140.00' N = m I I 76 V�� °° N of I 13,359 S.F. o }- z N 69 �I �---� IL Lo 13,300 S.F. S89'32'41 "W W I� 140.89' N89'32'41 "E I� �0 140.00' IQ I� 75 U °Ig 13,410 S.F. 68 I m o ��° I �W � 13,300 S.F. I S89'32'41 "W cli w w ( I 141.42' N89'32'41 "E m � I I N �m 140.00' 00 0) 1 I 74 N � N CD C�4 I I 14,040 S.F. 50.00' R/W.. 67 ° I I 129804 S.F. N FOR CONTINUATION SEE SHEET 1 20' DU &SE 72 w 12,825 S.F. CD N M 0 CD Uo N 0 0 u7 N O 0 Sri 00 3 rn o � N '- o z (ASSUMED NORTH) SCALE: 1"= 60' 30 0 25 50 100 THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOIET-IL REGISTERED LAND SURVEYOR - INDIANA IS0560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 LEGEND 0 - INDICATES STREET CENTERLINE MONUMENTA11ON - SEE NOTE SHEET 1 ® - INDICATES CONCRETE MONUMENT - SEE NOTE SHEET 1 0 - INDICATES EXIST. 5/8' REBAR W /YELLOW CAP STAMPED 'FIRM #0001' D.U. &.S.E. - DRAINAGE UTILITY AND SEWER EASEMENT B.L. - BUILDING LINE S.F. - SQUARE FOOTAGE R/W - RIGHT -OF -WAY (NR) - NON- RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 65.58' 275.00' 65.43' S1 3'59'45 "W 13'3951" C -2 71.55' 300.00 71.38' S1 3'59'45 "W 13 °39'51" C -3 77.51' 325.00' 77.32' S1 3'59'45 "W 13'39'51" C -4 204.30' 275.00' 199.64' NOO'27'19 "W 42'33'58" C -5 222.88' 300.00' 217.79' NOO'27'19 "W 42'3358" C -6 162.09' 325.00' 160.41' N06'32'25 "E 28034'30" C-7 102.15' 275.00' 101.56' S1 1'05'48 "E 21 °16'59" C -8 111.44' 300.00' 110.80' S1 1'05'48 "E 21'16'59" C -9 120.72' 325.00' 120.03' S11'05'48 "E 21'16'59" C -10 4.12' 375.00' 4.12' S81 '56'50"W 0037'48" C -11 55.24' 400.00' 55.20' S85 °35'1 9 "W 7 °54'45" C -12 58.69' 425.00' 58.65' S85035'1 9"W 7'54'45" C -13 54.21' 375.00' 54.17' N85'46'27 "E 8 017'00" C -14 57.83' 400.00' 57.78' N85'46'27 "E 8 °17'00" C -15 61.42' 425.00' 61.37' N85'46'21 "E 8016'50" C -16 196.35' 125.00' 176.78' N45'27'19 "W 90,00'00" C -17 235.62' 150.00' 212.13' N45 °27'1 9 "W 90 °00'00" C -18 274.89' 175.00' 247.49' N45 °27'1 9 "W 90 100'00" C -19 90.47' 150.00' 89.11' S73 °01'38 "E 34'33'29" C -20 117.59' 175.00' 115.39' S64'3O'18 "E 38 °29'58" 10' DU &SE - 95.00' S89'32'41 "W 304.57' 133.31' 10' DU &SE --- - - - - -- �I I =I of o olui 0 65 13,593 S.F. 64 20 DU &SE ? 'e� C14f 25,505 S.F. 55.05' I Z I - 110_ - 00' 15' DU &SE � F Q Q No N ° 66 m O .r N N Z 15,314 S.F. 20' BL Off, o 1.58' 20' Du &sE po e� o ti 74, 9a.ao, o g I ti� ham' so So. ooR o M „ TULLAMORE ��R R I I S89 32 41 W W S89 32 41 " W I 146.40' ` COURT 177,73' 0 o rn v I o o I/I Ln o- s� 50 FOR � O of , 90 00 of 63 1.58 2�o Du &sE •ooh ' z � °°I 55.05 S� V to 25, 505 S.F. �d �� 61 -CD CD o / 7-- J ILri I- / °' Lj I� 62 g 15,314 S.F. "o �I o 0 I 13 593 S.F. ° CD I Jam/ 15' DU &SE ^I L- -- - -- DU - - - -- 130.82' 133.31' 110.40' % o N89'32'41 "E 229.13' N89'32'41 "E 140.00' SHEET 2OF4 JOB # 5076.002 12/14/05 R: \5K \5076 \002 \DWGS \002BS g �fJ 126.00' - -SO' LANDSCAPE EASEMENT -�� T � -10' DU &SE I8 41 �, 15,204 S. F. O O 2( 20' N 45.00' 44.05' M _°o Ln w N S89'32'41 "W 155.09 ;� Cq 45.00' ° 90.4 o C S89'32'41 "W 463.47' \ 143.62' 38.77 \ 155.09 ;� Cq - �-� 90.4 S89'41'37 "W ss >> ?\ \NSF z o� - - - - - -- 70_00. oc_ 146TH STREET o �- LU z SITE \ ��9 O 0 COMMON AREA H M I w \ DRAINAGE EASEMENTI \ 42 \ 20,431 S. F. I 70.00' 15,966 S.F. � \�oG °► co 1/2 R/W ICc S89'41'37 "W 8365' ��� 43 75.00' \ 6d,, S�oQ' I 16268 SF 1 cV LO � , .. N °o 45.00' N c\ & I IQZ I^ NJ 53 �osF .�5, �� 15 i I J z !� I IN�o C) I� 19,596 S.F. ° 44 I M I'� I 1 15,491 S.F. =I _J 30 DU &SE 7`� S89'32'41 "W 170.00' ° �, - - i5' DU &sE _ _ _ I�' 140.00' N N 89'32'41 "E I I 132.60' C*4 co W I 52 r 15' DU &SE I w1 0 z � Q = O =I O N ° 13,300 S.F. - 45 °' z 0 M I W W L 12, 586 S.F. I� I� W z I Ln � N I N I� S89'32'41 "W N o I o l 140.00' o N 89'32'41 "E w I N N m 132.35 51 � N -1 ° Q 46 I bo ° I 13,300 S.F. W "s i �I W M 12,562 S.F. 00 QI W J �oU I 01 w ( S89'32'41 "W o ° a: " o� I� �I c I 140.00 U N89'32 41 E I UOI }- 132.11 I = I I < o I ¢WWI W o I 50 0 CC ► I NWWI _ 47 :� i 13,300 S.F. °' o -<.< 12,539 S.F. �I I N�o I� I ° 1 � S89'32'41 "W W I �I Uj 0 00 � '32 41 E ° Z of CD g I I 14 . m = N89 ``' 131.86' N O m N 0.00' R/W 49 ° I 70.00' N 'l 13,300 S.F. ° 48 J] I i 1/2 R/W CD s CM 121516 S.F. I 140.00' 25.00' 25.00' 131.61' I 1 40.001 70.00' N89 32 41 E 190.00 N89 "32'41 "E 241.61' S00927'1 9"E POINT OF 811MINNIM 12.97' FLOOD CERTIFICATION. THIS SITE IS DESIGNATED AS FLOOD ZONE X (UNSHADED), AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN, AS SHOWN, BY SCALE, ON THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURACE RATE MAP FOR HAMILTON COUNTY, INDIANA AND INCORPORATED AREAS, PANEL 205 OF 290, MAP NUMBER 18057CO205F, EFFECTIVE DATE: FEBRUARY 19, 2003. THIS INSTRUMENT WAS PREPARED BY . EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR - INDIANA 1SO560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 0115 AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 WEST 141ST STREET W '�i_z w� z o W N N N �o 0 O cc Cn U O Lq wv z W O F- S.E. CORNER N.E.1 /4 SECTION 20- T18N -R3E HARRISON MONUMENT FOUND AT SURFACE PER H.C.S. REF. 11ES SOUTH LINE N.E.1 /4 SECTION 20- T18N -R3E LINCOLNSHIRE SECTION 2 SECONDARY PLAT PART OF THE E. 1/2 OF THE N.E. 1/4 OF SECTION 20- T18N -R3E HAMILTON COUNTY, INDIANA OWNER/SUBDIVIDER BCE ASSOCIATES It LLC 1041 WEST MAW STAEEf CARMEL, INDIANA 46032 (317) 582 -2456 SURVEYOR Q� THE ScwNMER coRPoa4T1oN 89010T14 AVENUE INDIANAPOLIS, Ql 46216 SChrl6k� (3t7) 826-7100 KEY MAP �I (ASSUMED NORTH) SCALE: I"= 60' 30 0 25 50 100 I 9Z3 111=Z11 FOR CURVE DATA SEE SHEET 2 FOR LAND DESC. SEE SHEET 4 LEGEND 0 - INDICATES STREET CENTERLINE MONUMENTATION - SEE NOTE SHEET 1 ® - INDICATES CONCRETE MONUMENT - SEE NOTE SHEET 1 O - INDICATES EXIST. 5/8' REBAR W/YELLOW CAP STAMPED 'FIRM 10001' D.U.&S.E. - DRAINAGE UTILITY AND SEWER EASEMENT B.L. - BUILDING LINE S.F. - SQUARE FOOTAGE R/W - RIGHT -O)F-WAY (NR) - NON- RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT SHEET 3 OF 4 JOB # 5076.002 12/14/05 R: \5K \5076 \002 \DWGS \002BS OWNER/SUBDIVIDER BCE ASSOCIATES k LLC 1041 WEST MAN STREET CARMEL, NDIANA 46032 (39) 582 -2456 SURVEYOR THE SCHNEDM CORPORATION 8901 OTIS AVENUE INDIANAII L. , IN. 46216 r (3%) 826 -7100 SURVEYOR'S CERTIFICATE LAND DESCRIPTION LINCOLNSHIRE SECTION 2 SECONDARY PLAT PART OF THE E. 1/2 OF THE N.E. 1/4 OF SECTION 20- T18N -R3E HAMILTON COUNTY, INDIANA A part of the East Half of the Northeast Quarter of Section 20, Township 18 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Southeast corner of said East Half; thence South 89 degrees 32 minutes 42 seconds West along the south line of said East Half a distance of 1331.15 feet to the Southwest corner of said East Half; thence North 00 degrees 08 minutes 01 seconds West along the west line of said East Half a distance of 525.01 feet to the Point of Beginning; thence North 89 degrees 32 minutes 41 seconds East a distance of 145.31 feet to a non - tangent curve to the left having a radius of 325.00 feet, the radius point of which bears North 89 degrees 43 minutes 57 seconds East; thence northerly along said curve an arc distance of 42.15 feet to a point which bears North 82 degrees 50 minutes 11 seconds West from said radius point; thence South 82 degrees 50 minutes 11 seconds East a distance of 50.00 feet to a non - tangent curve to the right having a radius of 20.00 feet, the radius point of which bears South 82 degrees 50 minutes 11 seconds East; thence southerly along said curve an arc distance of 34.08 feet to a point which bears South 00 degrees 27 minutes 19 seconds East from said radius point; thence North 89 degrees 32 minutes 41 seconds East a distance of 137.87 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 84.18 feet; thence North 19 degrees 04 minutes 10 seconds East a distance of 166.90 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 158.23 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 380.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 140.00 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 330.00 feet; thence South 89 degrees 32 minutes 41 seconds West a distance of 304.57 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 185.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 4.57 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 140.00 feet; thence South 89 degrees 32 minutes 41 seconds West a distance of 402.21 feet to the West line of said Eost Half; thence South 00 degrees 08 minutes 01 seconds East along the west line of said East Half a distance of 1289.25 feet to the Point of Beginning, containing 15.352 acres, more or less. Also: A part of the East Half of the Northeast Quarter of Section 20, Township 18 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Southeast corner of said East Half; thence North 00 degrees 18 minutes 23 seconds West along the East line of said East Half a distance of 1096.26 feet to the Point of Beginning; thence continuing North 00 degrees 18 minutes 23 seconds West along said East line a distance of 717.98 feet; thence South 89 degrees 32 minutes 41 seconds West a distance of 463.47 feet; thence South 00 degrees 27 minutes 19 seconds East a distance of 325.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 30.00 feet; thence South 00 degrees 27 minutes 19 seconds East a distance of 380.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 190.00 feet; thence South 00 degrees 27 minutes 19 seconds East a distance of 12.97 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 241.61 feet to the Point of Beginning, containing 7.297 acres, more or less. Containing a total of 22.649 acres, more or less. This subdivision consists of 42 lots numbered 41 through 82 and Common Areas "G ", "H" and "J" together with streets and easements as shown hereon. The size of Lots and Common Areas and widths of streets and easements are shown in figures denoting feet and decimal parts thereof. Cross - reference is hereby made to survey plat recorded as instrument number 200500073815 in the office of the recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of survey revealed by the cross - referenced survey on any lines that are common with the new subdivision. I further certify that the said subdivision was platted under my direct supervision and control and is true and correct to the best of my knowledge and belief: Witness my signature this -- day of Edward D. Giocoletti Registered Land Surveyor Indiana - #S0560 STATE OF INDIANA :SS COUNTY OF ) BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED EDWARD D. GIACOLETTI AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS VOLUNTARY ACT AND DEED FOR THE PURPOSE EXPRESSED HEREIN. WITNESS MY HAND AND SEAL THIS DAY OF NOTARY PUBLIC MY COMMISSION EXPIRES: (NOTARY NAME - PRINTED) - COUNTY OF RESIDENCE THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR - INDIANA IS0560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 OWNER'S CERTIFICATE This subdivision shall be known and designated as LINCOLNSHIRE SECTION 2, a subdivision in Hamilton County, Indiana. All streets shown on this Plat and not heretofore dedicated are hereby dedicated to the public. The real estate described within this plat is hereby platted, subdivided and made subject to these plat covenants, conditions and restrictions and is further subject to the terms, definitions and conditions of a certain declaration of covenants, conditions and restrictions recorded as Instrument Number dated in the Office of the Recorder of Hamilton County, Indiana. Witness our hands this day of BCE ASSOCIATES II, LLC ACCESS ENTITY By. By. Michael J. Keller, CFO Michael J. Keller, Manager STATE OF INDIANA ) SS: COUNTY OF ) Before me, a Notary Public in and for said County and State, personally appeared Michael J. Keller, CFO of the Grantor and Manager of the Access Entity, who acknowledges the execution of the foregoing instrument and consent on behalf of such entity and by its authority for the purposes set forth therein. Witness my hand and Notarial Seal this day of Notary Public My Commission expires: STATE OF INDIANA COUNTY OF ES ) (Notary Public - Printed Name) My County of residence: COMMISSION CERTIFICATE: Under authority provided Indiana Code 36 -7 -4 -710, and ordinances adopted by the Common Council of the City of Carmel, Indiana, this plat was given approval by the City of Carmel as follows: Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel /Clay Plan Commission's Rules of Procedure on B v: Michael P. Hollibough, Director Department of Community Services Carmel, Indiana This Plat was approved by the Board of Public Works and Safety of the City of Carmel, Indiana, at a meeting held on the _____day of 2005. James Brainard, Mayor Mary Ann Burke, Member Lori Watson, Member N Diana Cordray, Clerk /Treasurer SHEET 4 OF 4 JOB # 5076.002 12/14/05 R: \5K \5076 \002 \DWGS \002BS t' 7 J 151ST STREET a e 0 o w oc_ 146TH STREET o �- LU z SITE 0 M I w AI- 141ST STREET. . KEY MAP �I (ASSUMED NORTH) SCALE: I"= 60' 30 0 25 50 100 I 9Z3 111=Z11 FOR CURVE DATA SEE SHEET 2 FOR LAND DESC. SEE SHEET 4 LEGEND 0 - INDICATES STREET CENTERLINE MONUMENTATION - SEE NOTE SHEET 1 ® - INDICATES CONCRETE MONUMENT - SEE NOTE SHEET 1 O - INDICATES EXIST. 5/8' REBAR W/YELLOW CAP STAMPED 'FIRM 10001' D.U.&S.E. - DRAINAGE UTILITY AND SEWER EASEMENT B.L. - BUILDING LINE S.F. - SQUARE FOOTAGE R/W - RIGHT -O)F-WAY (NR) - NON- RADIAL C.A. - COMMON AREA N.A.E. - NON ACCESS EASEMENT SHEET 3 OF 4 JOB # 5076.002 12/14/05 R: \5K \5076 \002 \DWGS \002BS OWNER/SUBDIVIDER BCE ASSOCIATES k LLC 1041 WEST MAN STREET CARMEL, NDIANA 46032 (39) 582 -2456 SURVEYOR THE SCHNEDM CORPORATION 8901 OTIS AVENUE INDIANAII L. , IN. 46216 r (3%) 826 -7100 SURVEYOR'S CERTIFICATE LAND DESCRIPTION LINCOLNSHIRE SECTION 2 SECONDARY PLAT PART OF THE E. 1/2 OF THE N.E. 1/4 OF SECTION 20- T18N -R3E HAMILTON COUNTY, INDIANA A part of the East Half of the Northeast Quarter of Section 20, Township 18 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Southeast corner of said East Half; thence South 89 degrees 32 minutes 42 seconds West along the south line of said East Half a distance of 1331.15 feet to the Southwest corner of said East Half; thence North 00 degrees 08 minutes 01 seconds West along the west line of said East Half a distance of 525.01 feet to the Point of Beginning; thence North 89 degrees 32 minutes 41 seconds East a distance of 145.31 feet to a non - tangent curve to the left having a radius of 325.00 feet, the radius point of which bears North 89 degrees 43 minutes 57 seconds East; thence northerly along said curve an arc distance of 42.15 feet to a point which bears North 82 degrees 50 minutes 11 seconds West from said radius point; thence South 82 degrees 50 minutes 11 seconds East a distance of 50.00 feet to a non - tangent curve to the right having a radius of 20.00 feet, the radius point of which bears South 82 degrees 50 minutes 11 seconds East; thence southerly along said curve an arc distance of 34.08 feet to a point which bears South 00 degrees 27 minutes 19 seconds East from said radius point; thence North 89 degrees 32 minutes 41 seconds East a distance of 137.87 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 84.18 feet; thence North 19 degrees 04 minutes 10 seconds East a distance of 166.90 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 158.23 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 380.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 140.00 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 330.00 feet; thence South 89 degrees 32 minutes 41 seconds West a distance of 304.57 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 185.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 4.57 feet; thence North 00 degrees 27 minutes 19 seconds West a distance of 140.00 feet; thence South 89 degrees 32 minutes 41 seconds West a distance of 402.21 feet to the West line of said Eost Half; thence South 00 degrees 08 minutes 01 seconds East along the west line of said East Half a distance of 1289.25 feet to the Point of Beginning, containing 15.352 acres, more or less. Also: A part of the East Half of the Northeast Quarter of Section 20, Township 18 North, Range 3 East, Hamilton County, Indiana, described as follows: Commencing at the Southeast corner of said East Half; thence North 00 degrees 18 minutes 23 seconds West along the East line of said East Half a distance of 1096.26 feet to the Point of Beginning; thence continuing North 00 degrees 18 minutes 23 seconds West along said East line a distance of 717.98 feet; thence South 89 degrees 32 minutes 41 seconds West a distance of 463.47 feet; thence South 00 degrees 27 minutes 19 seconds East a distance of 325.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 30.00 feet; thence South 00 degrees 27 minutes 19 seconds East a distance of 380.00 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 190.00 feet; thence South 00 degrees 27 minutes 19 seconds East a distance of 12.97 feet; thence North 89 degrees 32 minutes 41 seconds East a distance of 241.61 feet to the Point of Beginning, containing 7.297 acres, more or less. Containing a total of 22.649 acres, more or less. This subdivision consists of 42 lots numbered 41 through 82 and Common Areas "G ", "H" and "J" together with streets and easements as shown hereon. The size of Lots and Common Areas and widths of streets and easements are shown in figures denoting feet and decimal parts thereof. Cross - reference is hereby made to survey plat recorded as instrument number 200500073815 in the office of the recorder of Hamilton County, Indiana. I, the undersigned, hereby certify that I am a Registered Land Surveyor, licensed in compliance with the laws of the State of Indiana and that the within plat represents a subdivision of the lands surveyed within the cross referenced survey plat, and that to the best of my knowledge and belief there has been no change from the matters of survey revealed by the cross - referenced survey on any lines that are common with the new subdivision. I further certify that the said subdivision was platted under my direct supervision and control and is true and correct to the best of my knowledge and belief: Witness my signature this -- day of Edward D. Giocoletti Registered Land Surveyor Indiana - #S0560 STATE OF INDIANA :SS COUNTY OF ) BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC, PERSONALLY APPEARED EDWARD D. GIACOLETTI AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING INSTRUMENT AS HIS VOLUNTARY ACT AND DEED FOR THE PURPOSE EXPRESSED HEREIN. WITNESS MY HAND AND SEAL THIS DAY OF NOTARY PUBLIC MY COMMISSION EXPIRES: (NOTARY NAME - PRINTED) - COUNTY OF RESIDENCE THIS INSTRUMENT WAS PREPARED BY EDWARD D. GIACOLETTI REGISTERED LAND SURVEYOR - INDIANA IS0560 THE SCHNEIDER CORPORATION HISTORIC FORT HARRISON 8901 OTIS AVENUE INDIANAPOLIS, INDIANA 46216 -1037 TELEPHONE (317) 826 -7100 OWNER'S CERTIFICATE This subdivision shall be known and designated as LINCOLNSHIRE SECTION 2, a subdivision in Hamilton County, Indiana. All streets shown on this Plat and not heretofore dedicated are hereby dedicated to the public. The real estate described within this plat is hereby platted, subdivided and made subject to these plat covenants, conditions and restrictions and is further subject to the terms, definitions and conditions of a certain declaration of covenants, conditions and restrictions recorded as Instrument Number dated in the Office of the Recorder of Hamilton County, Indiana. Witness our hands this day of BCE ASSOCIATES II, LLC ACCESS ENTITY By. By. Michael J. Keller, CFO Michael J. Keller, Manager STATE OF INDIANA ) SS: COUNTY OF ) Before me, a Notary Public in and for said County and State, personally appeared Michael J. Keller, CFO of the Grantor and Manager of the Access Entity, who acknowledges the execution of the foregoing instrument and consent on behalf of such entity and by its authority for the purposes set forth therein. Witness my hand and Notarial Seal this day of Notary Public My Commission expires: STATE OF INDIANA COUNTY OF ES ) (Notary Public - Printed Name) My County of residence: COMMISSION CERTIFICATE: Under authority provided Indiana Code 36 -7 -4 -710, and ordinances adopted by the Common Council of the City of Carmel, Indiana, this plat was given approval by the City of Carmel as follows: Granted Administrative approval by the Department of Community Services pursuant to Article XI of the Carmel /Clay Plan Commission's Rules of Procedure on B v: Michael P. Hollibough, Director Department of Community Services Carmel, Indiana This Plat was approved by the Board of Public Works and Safety of the City of Carmel, Indiana, at a meeting held on the _____day of 2005. James Brainard, Mayor Mary Ann Burke, Member Lori Watson, Member N Diana Cordray, Clerk /Treasurer SHEET 4 OF 4 JOB # 5076.002 12/14/05 R: \5K \5076 \002 \DWGS \002BS t' 7 J - SEC. 20- T18N -R3E SEC°TI� ILI T HA ILT� GOU T`� CAR EL� 25 MPH DESIGN SPEED REVISIONS: DATE: BY: DESCRIPTION: 12/14/05 PRC REVISIONS TO THE ENTIRE SET, NEW SHEET C303. PROJECT ENGINEER: ACC I D {A A U PxQ- E Vm T 'VEL4 0 E _ 0 - - HCg3 1041 W. MAIN ST. CARMEL, INDIANA 46032 1317! 582-2456 \VJ Soh - id�r Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317 - 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Tran portation Engineering r' CERTIFIED BY: J. CORT CROSP.E. E —MAIL ADDRESS: ccrosby @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CHECKED BY. JCC DATE CHECKED: 08/01/05 © 2005, The Schneider Corporation C�RO'''' No. 920350_ STATE OF 70NAL ��/11t111111�� DATE: 12/14/05 JOB No. (5076.002) SHEET (C13(a OF 23 FIDE NAME: R: \5K\5076\002\DWGS\Cl 00 INDEX SHEET No. DESCRIPTION C100 COVER SHEET C101, C102 DEVELOPMENT PLAN C103, C104 STORMWATER POLLUTION PREVENTION PLAN C201, C202 STREET PLAN C301 INTERSECTION Bc CUL —DE —SAC DETAILS C302 TRAFFIC CONTROL PLAN C303 MAINTENANCE OF TRAFFIC & PAVEMENT STRIPING PLAN C4011 C402 SANITARY SEWER PLAN C6012 C602 STORM SEWER PLAN C7011 C702 WATER DISTRIBUTION PLAN C703 WATER DISTRIBUTION DETAILS C801 -C803 GENERAL DETAILS C8041 C805 STORMWATER POLLUTION PREVENTION DETAILS C901 SPECIFICATIONS \VJ Soh - id�r Historic Fort Harrison Architecture 8901 Otis Avenue Civil Engineering Indianapolis, Indiana Environmental Engineering 46216 -1037 Geotechnical Services 317- 826 -7100 GIS * LIS 317 - 826 -7200 Fax Home Builder Services www.schneidereorp.com Interior Design Land Surveying Landscape Architecture Tran portation Engineering r' CERTIFIED BY: J. CORT CROSP.E. E —MAIL ADDRESS: ccrosby @schneidercorp.com THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION AND ARE NOT TO BE USED OR REPRODUCED IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. CHECKED BY. JCC DATE CHECKED: 08/01/05 © 2005, The Schneider Corporation C�RO'''' No. 920350_ STATE OF 70NAL ��/11t111111�� DATE: 12/14/05 JOB No. (5076.002) SHEET (C13(a OF 23 FIDE NAME: R: \5K\5076\002\DWGS\Cl 00 v x C:) D -P CJ1 V i I ' M o I I ; -- °ash, M M M rn rn « < LO 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO co 1-0 N n APPLICABLE LOCAL AND STATE STANDARDS. l r I �- 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN Q `� ' CD "j p�---- ---- -- -- - - - - -- Pw V nI COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. - PT 14 +ao _ 15 +0o MURPHY 16 +ooCIRCLE WEST- o W 17 +00 _ 17 +50 is +ao 8+75,,18+91.2 +_I / - ��t 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY 13 +921 � 1 L TO FIELD VERIFY ALL SEC. LINE /PC - -- - \ / ,,� -' LINE "C" _ +B� s 1 UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. i ?_\ �k�a No, 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. Cr Y9-�00 5. ALL ELEVATIONS WITHIN VERTICAL CURVES SHOWN INPARENTHESIS ARE ( ) E 'C k2 CORRECTED ELEVATIONS. I I ` 1PV f 05_ w o o� a _ 10-g00 ��� 0 v I I z, c I I I rrl - -C 5 i t = HOLEY MOLEY SAYS Cn I DON'T N I 1 o DIG{ o I t t t BLIND _ I ITS THE LAW A o I CALL 2 WORKING DAYS BEFORE YOU DIG o 800 -382 -5544 CALL TOLL FREE Jm PER INDIANA STATE LAW IS -69 -1991. - __ - I I ( I , IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING W .� ( I �. , DAYS BEFORE COMMENCING WORK. 50 R /W I I \ 130 I / / I I "-EXISTING I F LINCOLNSHIRE / / I w t I I ON 1 SECT ! I I �, - .a I IL Ll I I I I l -- - -- -- - - -- - -- _ _ -- -- - - I O r STREET PLAN SCALE.- 1'=50' CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS C -1 65.58' 275.00' 65.43' S1 3'5945 "W 13'39'51" FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, C -2 71.55' 300.00' 71.38' S1 3'5945 "W 13'39'51" WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY C -3 77.51' 325.00' 77.32' S13'59'45 "W 13'39'51" T_, STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM 935 935 - ___ _ __ __________ _ __ _ __ __ ______ _ _ _ _ _ -- - - COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE - 1 C -4 204.30' 275.00' 199.64' N00'27'19 "W 42'33'58" INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL C -5 222.88' 300.00' 217.79' N00 °27'19 "W 42'3358" BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS C -6 162.09' 325.00' 160.41' N06'32'25 "E 28'34'30" 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS 930 C -7 102.15' 275.00' 101.56' S11 °05'48 "E 21'16'59" 1 JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER C -8 111.44' 300.00' 110.80' S11 °05'48 "E 21'16'59" REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 930 C -9 120.72' 325.00' 120.03' S11 °05'48 "E 21'16'59" C -10 4.12' 375.00' 4.12' S81'56'50 "W 0'37'48" C -11 55.24' 400.00' 55.20' S85 °35'19 "W 7 °54'45" C -12 58.69' 425.00' 58.65' S85'35'19 "W 7 °54'45" L) ,l, C -13 54.21' 375.00' 54.17' N85 °46'27 "E 8'17'00" r__ � 925 925 _ __ , „ „ ___ - _ o _ __ 00 - - -- C -14 57.83 400.00 57.78 N85 °46 27 E 8'17'0 0 t+ cri f I C -15 61.42' 425.00' 61.37' N85'46'21 "E 8'16'50" Q, CD o C -16 196.35 125.00 176.78 N45 °2719 W 90'00 00 II II w t_ o i C -17 235.62' 150.00' 212.13' N45 °27'19 "W 90 °00'00" Q w `r-' + Ln ° °' + ° C -18 274.89' 175.00' 247.49' N45 °27'19 "W 90'00'00" `�' W a_ a_ I I ± °' 920 920 _ _ _ - + _ - II- -- - - - - - -- - -'� - - -- - C 19 90.47' 150.00' 89.11' S73'O1'38 "E 34 °33'29" -� II II II II W II II C-201 117.59' 175.00' 115.39' S64'30'1 8"E 38'29'58" w J Q W C/) F-- J 2 Q o W � w 5; a `r' W 1.09% CL > a_ °� 915 915 °- -d70% 100% -070 _ --------------- - - - - -- ------------------- -- - -- ----- - - t7777777744L . 910 1 1+1 910 _ __ __ ____ ____ __ __________________ ___ _ _________ ____ ___ ______ _ - _ N 00 a- O U CD j >cn rl CV z j co co - z 905 z� 0c; 905 Q U CD co Z � a) Of - o > � o � z 900 goo - _ _ U - N LC) L() LC) a0 D N CD N w N Lri CD n 00 I I Lr) N z Ln + I o co N r7 0 r� r- 00 r- J -} O � U 00 _ �(� DO cfl _ N �- P7 U 00 V d- N M cl� Do Ln d7 r2 M W U � W 0- � W C7� Q� d7 a- U U tY O) CF) 895 __ ____ __ __ _ _ ________ ____ __ _ _ _____ ___ _____ ____ _ _______ _____ __ _ ____ __ _ __ ___ ______ ______ ___ 895 00 co C Cn � cc r� co d- Co DC O rn Ln 00 t� co 00 00 M M O O N N rro r10 Ln LC) co co r- -t N 00 co � O •-- - cD � LC') �' N U 00 co 00 O Pr) Ln r\ rn r7 Ln r - C7� d N O 00 co d- r7 N N N N N N � P6 hr) I7 �_ r7 r� N N N N �_ d d- �' d- LC) LC) LC) Lf7 c0 Co Co co ► ►7 N N CV rn rn rn G7 rn rn rn a� rn rn � a) rn rn rn rn rn rn M rn rn rn rn d7 M rn rn 0 0') M rn M rn M rn 0) rn rn Cn a) M 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 1 +00 1 +50 2 +00 2 +50 ILsI�c� H 0 R � � _ STREET PROFILE Z.. � 50 SCALE: . » - 5 III Existing Grade New Grade VE R T.. 1 _ c� z 0 V Li! Z D cm Q O z 0 U Z 0 0 Lil J m F Q 0 CY- U 0 0 Q 0 Z N O �- >o W TERO No. 920350'.� � STATE OF O F......... . S/ONAL 1/11111100% DATE: 12/14/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)11 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * ,LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Sheet Detail Number Description DRAWN B C801 3 Street Cross Section Details �w C801 1 Concrete Sidewalk Detail XREF: R: \5K \5076 \002 \DWGS \002BS C801 7 Sidewalk Ramp For Handicapped Detail C C801 10,12 Curb Detail rY� C801 9 Pipe Underdrain Detail C301 Intersection and Cul -de -sac Details Z z CD All Streets to be 30' in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. STREET PLAN SCALE.- 1'=50' CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS C -1 65.58' 275.00' 65.43' S1 3'5945 "W 13'39'51" FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, C -2 71.55' 300.00' 71.38' S1 3'5945 "W 13'39'51" WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY C -3 77.51' 325.00' 77.32' S13'59'45 "W 13'39'51" T_, STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM 935 935 - ___ _ __ __________ _ __ _ __ __ ______ _ _ _ _ _ -- - - COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE - 1 C -4 204.30' 275.00' 199.64' N00'27'19 "W 42'33'58" INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL C -5 222.88' 300.00' 217.79' N00 °27'19 "W 42'3358" BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS C -6 162.09' 325.00' 160.41' N06'32'25 "E 28'34'30" 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS 930 C -7 102.15' 275.00' 101.56' S11 °05'48 "E 21'16'59" 1 JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER C -8 111.44' 300.00' 110.80' S11 °05'48 "E 21'16'59" REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 930 C -9 120.72' 325.00' 120.03' S11 °05'48 "E 21'16'59" C -10 4.12' 375.00' 4.12' S81'56'50 "W 0'37'48" C -11 55.24' 400.00' 55.20' S85 °35'19 "W 7 °54'45" C -12 58.69' 425.00' 58.65' S85'35'19 "W 7 °54'45" L) ,l, C -13 54.21' 375.00' 54.17' N85 °46'27 "E 8'17'00" r__ � 925 925 _ __ , „ „ ___ - _ o _ __ 00 - - -- C -14 57.83 400.00 57.78 N85 °46 27 E 8'17'0 0 t+ cri f I C -15 61.42' 425.00' 61.37' N85'46'21 "E 8'16'50" Q, CD o C -16 196.35 125.00 176.78 N45 °2719 W 90'00 00 II II w t_ o i C -17 235.62' 150.00' 212.13' N45 °27'19 "W 90 °00'00" Q w `r-' + Ln ° °' + ° C -18 274.89' 175.00' 247.49' N45 °27'19 "W 90'00'00" `�' W a_ a_ I I ± °' 920 920 _ _ _ - + _ - II- -- - - - - - -- - -'� - - -- - C 19 90.47' 150.00' 89.11' S73'O1'38 "E 34 °33'29" -� II II II II W II II C-201 117.59' 175.00' 115.39' S64'30'1 8"E 38'29'58" w J Q W C/) F-- J 2 Q o W � w 5; a `r' W 1.09% CL > a_ °� 915 915 °- -d70% 100% -070 _ --------------- - - - - -- ------------------- -- - -- ----- - - t7777777744L . 910 1 1+1 910 _ __ __ ____ ____ __ __________________ ___ _ _________ ____ ___ ______ _ - _ N 00 a- O U CD j >cn rl CV z j co co - z 905 z� 0c; 905 Q U CD co Z � a) Of - o > � o � z 900 goo - _ _ U - N LC) L() LC) a0 D N CD N w N Lri CD n 00 I I Lr) N z Ln + I o co N r7 0 r� r- 00 r- J -} O � U 00 _ �(� DO cfl _ N �- P7 U 00 V d- N M cl� Do Ln d7 r2 M W U � W 0- � W C7� Q� d7 a- U U tY O) CF) 895 __ ____ __ __ _ _ ________ ____ __ _ _ _____ ___ _____ ____ _ _______ _____ __ _ ____ __ _ __ ___ ______ ______ ___ 895 00 co C Cn � cc r� co d- Co DC O rn Ln 00 t� co 00 00 M M O O N N rro r10 Ln LC) co co r- -t N 00 co � O •-- - cD � LC') �' N U 00 co 00 O Pr) Ln r\ rn r7 Ln r - C7� d N O 00 co d- r7 N N N N N N � P6 hr) I7 �_ r7 r� N N N N �_ d d- �' d- LC) LC) LC) Lf7 c0 Co Co co ► ►7 N N CV rn rn rn G7 rn rn rn a� rn rn � a) rn rn rn rn rn rn M rn rn rn rn d7 M rn rn 0 0') M rn M rn M rn 0) rn rn Cn a) M 8 +00 8 +50 9 +00 9 +50 10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 13 +00 13 +50 14 +00 14 +50 15 +00 15 +50 16 +00 16 +50 17 +00 17 +50 18 +00 18 +50 1 +00 1 +50 2 +00 2 +50 ILsI�c� H 0 R � � _ STREET PROFILE Z.. � 50 SCALE: . » - 5 III Existing Grade New Grade VE R T.. 1 _ c� z 0 V Li! Z D cm Q O z 0 U Z 0 0 Lil J m F Q 0 CY- U 0 0 Q 0 Z N O �- >o W TERO No. 920350'.� � STATE OF O F......... . S/ONAL 1/11111100% DATE: 12/14/05 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)11 THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * ,LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 U z DRAWN B CHECKED DR� l�l� JCC �w STREET PLAN w XREF: R: \5K \5076 \002 \DWGS \STREET XREF: R: \5K \5076 \002 \DWGS \002BS z XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C V E-4 z Z z CD Q P4 M DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN B CHECKED DR� l�l� JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5076 \002 \DWGS \C201 XREF: R: \5K \5076 \002 \DWGS \STREET XREF: R: \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: o 65 DON'T c �® DIG 66 BLIND 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 64 I ° 79 80 81 82 I fl! 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN i COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. I ( I I;I ! 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL �,;Ii = UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. , � RP _ - - - -- - - -- - - -- - - - - - -- III, BIT'S THE LAW" 50 R 3 +02.73 EC. LINE 1 +25 I:� , i I 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. CALL 2 WORKING DAYS BEFORE YOU DIG __- �__�:_ -T -- _-- .�:__ -- 1 R w 3 +00 �LLAMORE COURT 2 +00 0�_ E.P. 1 +35 1- 800 - 382 -5544 _ -_ �.. i - - -- LINE G - -_- - I! 5. ALL ELEVATIONS WITHIN VERTICAL CURVES (SHOWN INPARENTHESIS) ARE CAL - -- _- L CL -PC PVI 27 +00 H.P. MURPHY 26 +00 CIRCLE NORTH 25 +00 SEC. LINE LL REE -- - - - - - -- CORRECTED ELEVATIONS L 27 +19.35 26 +92.99 _ _ 24 +84.79 _ _- o - �- - - - -- � ,� _ � I!: PER INDIANA STATE LAW IS -69 -1991, PVI PC 28 +00 27 +74.59 N �� NEWINGTON PROP. LINE/PT _ L.P. 28 +51 28 +26.45 C -11 J + LINE B 28 +84.27 28 +59.13 _ � IS AGAINST THE LAW TO EXCAVATE co _ WITHOUT NOTIFYING THE UNDERGROUND - LOCATION SERVICE TWO (2) WORKING -- -- - - - - - -- -- 63 r LANE C_14 _ ��.,a, a� _.���� �;; I 'I II DAYS BEFORE COMMENCING WORK. -- _.._ -_- -- 61 -I- T_ -""T- u..• . Sy 71 72 00 / o Lo ') Cfl � Y I � ' I vN 78 � I r ... C) co I I � - ' w ' O - O Ln I Lu L I I I I I I _ 77 CURVE DATA TABLE Sheet Number Description CHORD C801 3 Street Cross Section Details 65.58' C801 1 Concrete Sidewalk Detail 13 °39'51" C801 7 Sidewalk Ramp For Handicapped Detail 71.38' C801 10,12 Curb Detail rYl C801 9 Pipe Underdrain Detail 13'39'51 " C301 204.30' Intersection and Cul -de -sac Details 199.64' N00 °27'19 "W 42'33'58" C -5 222.88' 300.00' 217.79' N00'27'19 "W O�IIL All Streets to be 30' in width unless otherwise noted. All Rights -of -way to be 50' in width unless otherwise noted. CURVE DATA TABLE CURVE LENGTH RADIUS CHORD CHORD BRG DELTA C -1 65.58' 275.00' 65.43' S13'59'45 "W 13 °39'51" C -2 71.55' 300.00' 71.38' S13'59'45 "W 13 °39'51" C -3 77.51' 325.00' 77.32' S1 3 °59'45 "W 13'39'51 " C -4 204.30' 275.00' 199.64' N00 °27'19 "W 42'33'58" C -5 222.88' 300.00' 217.79' N00'27'19 "W 42'3358" C -6 162.09' 325.00' 160.41' N06'32'25 "E 28'34'30" C -7 102.15' 275.00' 101.56' S11'05'481 21'1659" C -8 111.44' 300.00' 110.80' S11'05'48 "E 21 °16'59" C -9 120.72' 325.00' 120.03' S1 1'05'48"E 21 °16'59" C -10 4.12' 375.00' 4.12' S81 *56'50"W 0'3748" C -11 55.24' 400.00' 55.20' S85'35'19 "W 7'54'45" C -12 58.69' 425.00' 58.65' S85'35'19 "W 7'54'45" C -113 54.21' 375.00' 54.17' N85'46'27 "E 8 °17'00" C -14 57.83' 400.00' 57.78' N85'46'27 "E 8 °17'00" C -115 61.42' 425.00' 61.37' N85 °46'21 "E 8 °16'50" C -116 196.35' 125.00' 176.78' N45'27'19 "W 90'00'00" C -117 235.62' 150.00' 212.13' N45'27'19 "W 90'00'00" C-18 274.89' 175.00' 247.49' N45'27'19 "W 90100'00" C -119 90.47' 150.00' 89.11' S73 °01'38 "E 34'33'29" C-201 117.59' 175.00' 115.39' S64 °30'1 8 "E 38'29'58" «8« 3N11 ��koo 9 62 L S IAd 1 00 +Lt 1Sd3 3136300+9t J Hddf1W "' 00 +54 oo +�� 3Nn�o3s -- - - - - -- - - - - - - - - -- ---- - - - --- - -- - - - - -- - -- - - - - - - - - - - - - - - - - - - - - -- - - -- CV ' N r11-_ U-) d' CN � ' I I I I1 , / 1 N 1 L L + I u '�" Ida, I r - - - -- -- - - - - -- -- - - - - -- -- - - - - -- - - - -- I 1 I o I t , r.:� , �L•3� I o I N I is 1 5+ I R 9 �o „ t li I -I I_ II z N STREET PROFILE PROS H OR Z.: 1"=50' SCALE: » , 5076.002 DRAWN BY: CHECKED BY: ,,,___,,\ Existing Grade New Grade _ VER T.. 1 - 5 �w DRAWING FILES: R: \5K \5076 \002 \DWGS \C201 w XREF: R: \5K \5076 \002 \DWGS \002BS j J i 3 + l SHEET NO.: (C _2( -0 C\) o E-4 z z z V) � F ---�wr�� STREET PLAN V Q SCALE: 1 "= 50' E-. M MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, 935 WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY HIGH POINT ELEV = 917.96 STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM 935 HI-GH-POtN-T S-FA­-- 26 +92:99 - ---------------------------------- - - - - -- - -------- - - - - -- - - - -- - - -- - - - -- -- - - - -- - - ------- - - - - -- -- -------------- - - - - -- - - - -- - COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE LOW POINT ELEV = 915.57 PVI STA = 27 +19.35 INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL LOW POINT STA = 28 +59.13 PVI ELEV = 918.21 BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS PVI STA = 28 +51 A.D. _ -2.75 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS 930 PVI ELEV = 915.45 K = 36.37 JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER 930 -- REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 9--- -- - -- - -- --- - - - - -- K = 13.40 40.00' VC 925 � �' ` - N 925 - - -- - Cn 00 r- _ _ _ _____ ____ __ _ _ ____ _ Q _ _ � _ _ _- _ O CD _ t` 4- CD O N + N -- - Ir -- - N r CD � 00 -I.- I� O N j O N Q W J + 00 L6 N > m II II > (f1 > w > 920 �U Ci) CL >� W > W W m �W � W > > m 920 0.65% -0.70% 915 0.89% - - -- _2.10% 1 - - -- ___ -_ - 0.96% - - - -_ -- -- 1 00% _ __ _-- - - - - - -__ - - -- _- _ - - - -- _ - -_ ---- -__ 915 - - - -- - 0.80% °__ - -- _______ (S O -H U C) 910 c� t; z ° F-- O N z +i °° C1.. N -_ - - - - -- - -- - z- - - -- - - -- - - - - -- - - -- -- -- -- - z -- - - - -- O _ -- 910 -1 -H W - - > Cif LCD N Z W N F- r- - Q O 905 -H Uo j �z �m 905 - � N z - t\ N Ln rl,-) 900 � CO ° N Qj N N N O O `° �` � CIA � 900 WQ_ Lt7 _� I� N -_ - -.- -- - - - -- -- -- - -- - -- - - - -0 -- N - -- - N N - - - - -- -- - -- - -- Z I N W Z N O WC Z D N + LCD I\ 0i N-) N W W �} CO I� N � DD + re) .+ 00 17 c0 O O 00 lf + t � C14 N-) Z -U O 8 U W LCD d. Q� DO Q� (� Q� W Q' r2 Q� W Ln Q� C6 W / Q� > W O d. 00 - 00 .-- W `.M d - CD CD co cD 00 O c0 N O Cn 895 � I� co c0 O cD Cr) O N Nt O 00 N Ln O� N O O O r� d- t` N • - r Cn O 00 C6 00 DD co CD O CD N c.0 4 00 Ln r7 O �- 00 N O d r� CD O Ln CD � Sri Sri Sri C6 co � � r\ r` � � r� r� r� � co co rrj d= d= � �t 4 �t Sri co co � co co � r_; r� CD I� r\ O � 00 00 O 00 00 f� I� 1� r< O I` OO CD N7 O 1,6 OO CD hr7 00 CD � rn rn rn rn � ai � rn rn rn rn rn � rn rn � rn rn rn � rn rn o� _ Qi _ rn _ rn _ rn _ � rn rn _ ao M rn rn rn cD CD M CD rn M -- rn rn --• 28 +50 28 +00 27 +50 27 +00 26 +50 26 +00 25 +50 25 +00 3 +00 2 +50 2 +00 1 +50 20 +00 19 +50 19 +00 18 +50 18 +00 17 +50 17 +00 16 +50 16 +00 15 +50 15 +00 14 +50 14 +00 13 +50 STREET PROFILE PROS H OR Z.: 1"=50' SCALE: » , 5076.002 DRAWN BY: CHECKED BY: ,,,___,,\ Existing Grade New Grade _ VER T.. 1 - 5 Z O U W z 0 0 z 0 V Z 0 0 » J m Q 0 U 0 0 Q Z N O Q NW GO S�1'',, ER�O �' No. 920350) STATE OF o� TONAL E ` DATE: 12/14/05 THIS DRAWING AND THE IDEA6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www. sch n eidercorp. com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE PROS 08/01/05 5076.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: �w DRAWING FILES: R: \5K \5076 \002 \DWGS \C201 w XREF: R: \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \001BS z a SHEET NO.: (C _2( -0 C\) o E-4 z z z F ---�wr�� V Q E-. M DATE PROS 08/01/05 5076.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: STREET PLAN DRAWING FILES: R: \5K \5076 \002 \DWGS \C201 XREF: R: \5K \5076 \002 \DWGS \STREET XREF: R: \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C _2( -0 79 Q PT .59 - PC 28 +00 2�+74 z m 2B+26.45 4.52 917.05 O W 916 � Z 915.g6 Z -t W z STA: 27 +57.76 "B "/ 20' R-/ T OFFSET: 15.00 L 817.87 TC-` =GUT 917.34 TC STA: 18 +54.56 "C" =GUT : 15.001 L MURPHY CIRCLE WEST LINE "C" 80 I 81 CL /CL- PC /PVI 27 +00 H.P. 0.6 27 +19.35 26 +_92.99 o v N 1 (917.96} 918.2 (917.87) (917.95) N DRAWN BY: U 00 PRC LX r-- M LQ Cl- C a� DRAWING FILES: R: \5K \5076 \002 \DWGS \C301 20' R STA: 26+ XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \5076001S OFFSET: ' I � C 0 0 Q N -I- T � c I MURPHY CIRCLE WEST LINE "C" MURPHY CIRCLE NORTH, NEWINGTON LANE & MURPHY CIRCLE WEST SCALE: 1 " =30' T : 10. z C301 35 "B" 917.95 TC 0' L 917.62 GUT ]TC 3)GUT 71 Z � M Uw U � i NMI CARLOW RUN LINE "D" MURPHY CIRCLE WEST LINE "C" MURPHY CIRCLE WEST & BALLINA COURT r3 SCALE: 1' =30' �01 CARLOW RUN LINE "D" TULLAMORE COURT i scntE: ' =3a. cwi i 1. ALL STREETS ARE TO BE 30' WIDE, BACK —TO —BACK, AND HAVE A 50' RIGHT —OF —WAY. 2. ALL CUL —DE —SACS SHALL HAVE A 40' RADIUS TO BACK OF CURB AND A 50' RADIUS RIGHT —OF —WAY. BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT 1 �{ysT 11 V5 w Z W W En CIO0 W 5 w LO oC14 Of LLJ \01111111111/11// \STE'R�O � No.1 920350 STATE OF !VDIANP -. ��1 /111111111\ DATE: 12/14/05' THIS DRAWING AND THE IDEA,?. DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. I U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: INTERSECTION & CUL -DE -SAC W DRAWING FILES: R: \5K \5076 \002 \DWGS \C301 XREF: 0028S XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \5076001S C (C3Cn E--r O z Q z z W Q z O � � o � � w W Q N W DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: INTERSECTION & CUL -DE -SAC DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \C301 XREF: 0028S XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C3Cn 1 1 I HOLEY MOLEY SAYS <` DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1"=100' 1:01 N( 1I 111u1 �1'Z10,,� BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLU11ON DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (COBS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 — CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT (aiayqIEH;z� Tq(0)7= 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET IMUTCD STANDARDS. SAFETY. (3 REQ.) O STOP (5 REQ.) 25 SPEED LIMIT (25 MPH) (4 REQ.) + STREET NAME SIGN NOTE: SIGNS ARE INSTALLED BY THE CITY OF CARMEL AND REQUIRE AN ORDINANCE. z W Cy W 0 Z Q J W Of Q U Li O V W >- Lj M U Z H Li zo -01- W Cl- �o W �V) S2 w w � U O Z z¢ z Qo o� �ck:� >o w O No. .920350*� � STATE OF .� O S�pNAL �.���. DATE: 12/14/05,�� THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering 6 7 z DRAWN BY: qq J JCC SHEET TITLE: TRAFFIC CONTROL PLAN w R: \5K \5076 \002 \DWGS \C302 XREF: 002BS XREF. R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: HOLEY MOLEY SAYS <` DON'T DIG BLIND "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1- 800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1"=100' 1:01 N( 1I 111u1 �1'Z10,,� BM — THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLU11ON DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (COBS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 — CUT "X S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 — CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 — CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT (aiayqIEH;z� Tq(0)7= 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL AND STATE STANDARDS. 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER 3. ALL SIGNS AND PAVEMENT MARKINGS SHALL MEET IMUTCD STANDARDS. SAFETY. (3 REQ.) O STOP (5 REQ.) 25 SPEED LIMIT (25 MPH) (4 REQ.) + STREET NAME SIGN NOTE: SIGNS ARE INSTALLED BY THE CITY OF CARMEL AND REQUIRE AN ORDINANCE. z W Cy W 0 Z Q J W Of Q U Li O V W >- Lj M U Z H Li zo -01- W Cl- �o W �V) S2 w w � U O Z z¢ z Qo o� �ck:� >o w O No. .920350*� � STATE OF .� O S�pNAL �.���. DATE: 12/14/05,�� THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)1 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 z DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN w R: \5K \5076 \002 \DWGS \C302 XREF: 002BS XREF. R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C\.2 ,.--� o Q z Z w Q z CD � � � w Q w DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: TRAFFIC CONTROL PLAN DRAWING FILES: R: \5K \5076 \002 \DWGS \C302 XREF: 002BS XREF. R:\5K\5076\001\DWGS\001BS XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C30 w z J } BINDER SHALL BE SET FLUSH WITH z EXISTING PAVEMENT, AFTER MILLING, w CQ WITH 1.5" SURFACE, COVERING BOTH - WUrA YN AND LXi TN PA �Ek?EN 7 10' 1 ASPHALT PATH VARIES 1 3' SWALE 6" OF COMPATED #73 STONE SHOULDER TOWNE ROAD CENTER LINE I 15' 1.5" SURFACE OVER — AFTER MILLING EXISTING PAVEMENT SLOPE: 1/4 PER FT. M 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE 4" #2 STONE EXISTING PAVEMENT PREPARED SUBGRADE PER INDIANA DEPARTMENT O OF TRANSPORTATION SPECS SECTION No. 207 SECTION "B -B$' CONSTRUCTION PERIMETER ROAD IMPROVEMENTS 1. WEST SIDE OF TOWNE ROAD SHALL BE WIDENED TO 15' MEASURED FROM THE CENTERLINE OF THE EXISTING PAVEMENT TO THE EDGE OF PAVEMENT. SEE SECTION B —B. SWALE 1= 2. A 3' WIDE STONE SHOULDER WITH 6" SSD UNDER SHOULDER 11- — I �It IS REQUIRED IN ADDITION TO THE PAVEMENT WIDENING. 3. RESURFACING OF ENTIRE ROAD WAY IS REQUIRED ON TOWNE 6" OF COMPATED ROAD WITHIN THE LIMITS OF THE SITE. SURFACE MILL EXISTING #73 STONE SHOULDER PAVEMENT 1" FOR ENTIRE ROAD WAY WIDTH FROM PROPERTY LINE TO PROPERTY LINE. 4. EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT TO FORM A CLEAN EDGE WHERE PAVEMENT WIDENING OCCURS. C=2EO4: ASSUMED NORTH SCALE: 1 "=30 1 Drum Placement A a During Construction B = At the End of Construction Day .I .0 "II .NI01 Pavement Within Right of way Shoulder Within Right of way 6>\Z Existing Pavement MAINTENANCE OF TRAFFIC LEGEND �- -ROAD CONSTRUCTION SIGN o -DRUM WITH STEADY BURN LIGHTS -ROAD CONSTRUCTION AHEAD (XW20 -1) Q -END CONSTRUCTION (XG20 -1) � - DIRECTION OF TRAFFIC PAVEMENT MY, t N I t I� /-� t. 00M - I 1. ALL EXISTING TREES WITHIN LIMITS OF ROAD IMPROVEMENTS SHALL BE REMOVED. 2. ALL EXISTING POWER POLES WITHIN LIMITS OF ROAD IMPROVEMENTS SHALL BE RELOCATED TO RIGHT —OF —WAY LINES OR REMOVED. 3. EXISTING UTILITIES SHALL BE RELOCATED AS NEEDED FOR THE INSTALLATION OF NEW ROAD IMPROVEMENTS AND SIDEWALKS. 4. ALL EXISTING FENCES ON THIS SITE SHALL BE REMOVED. 5. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES FOR PROPER STAKE LOCATION OF EACH UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNER OR THE ENGINEER OF ANY CHANGES, OMISSIONS, OR ERROR FOUND ON THESE PLANS OR IN FIELD BEFORE WORK IS STARTED OR RESUMED. 6. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARD FOR WORKER SAFETY. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE HAMILTON COUNTY BEFORE HIGHWAY DEPARTMENT ANY ROAD CONSTRUCTION IS TO BEGIN. 8. MAINTENANCE OF TRAFFIC DEVICES TO CONFORM TO INDIANA DEPARTMENT OF TRANSPORTATION STANDARD SPECIF-I CATIONS DATED 1993 (LATEST REVISION). FOR MORE DETAIL SEE INDIANA DEPARTMENT OF TRANSPORTATION STANDARD 9. ALL DISTURBED AREAS IN RIGHT —OF —WAY OR EASEMENTS ADJACENT TO TOWNE ROAD SHALL BE SEEDED AND STRAW MULCHED. z 0 Cn W No. 920350) STATE OF O ��� /N NP' .//VD .^Z •v /// 4NAL DATE: 12/14/05 " THIS DRAWING AND THE IDE;i, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z CQ +---� O O z E—+ � z T w U U � � w � w Q w Q J Z Q C� O M W V C' Z V) lizO U W Z J Q D Q W O Z O U Z_ Q O Z cV CD W M Qf.= NMI C'� s��-��'. N0. ' _-� 920350).= STATE OF Q— ......... S. •, NAL �//111111iWO DATE: 12/14/05 THIS DRAWING AND THE IDEAb, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 1[_ U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)' Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder. Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 08/0' DRAWN BY: DR SHEET TITLE: SAN DRAWING FILE R: \5K \5076\ XREF: R: \5K' XREF: R: \5K' XREF: R: \5K' XREF: R: \5K' XREF: R: \5K' SHEET NO.: C O Q z Q Q r•--� Q � w Q w DATE: 08/0' DRAWN BY: DR SHEET TITLE: SAN DRAWING FILE R: \5K \5076\ XREF: R: \5K' XREF: R: \5K' XREF: R: \5K' XREF: R: \5K' XREF: R: \5K' SHEET NO.: C z c� C) M w vi z N O U W Z J cr W F- O Z O U � J Z J M LL- Q U Q m O .dam' Z N O cn a w ° Q O s�'' % ........ . ,.. �1STE) F, y _ No. 920350:� 0- STATE OF %O� F \ . �ss/ONAL DATE: 12/14/05 THIS DRAWING AND THE IDEAK, / DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)11 W� Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08101105 5076.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES R: \5K \5076 \002 \DWGS \C401 XREF: R: \5K\5076\002\D WGS\SANI TAR Y XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \002 \DWGS \002BS z XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: C\ a o � Q � � w Q w DATE: PROJECT NO.: 08101105 5076.002 DRAWN BY: CHECKED BY: DRP JCC SHEET TITLE: SANITARY SEWER PLAN DRAWING FILES R: \5K \5076 \002 \DWGS \C401 XREF: R: \5K\5076\002\D WGS\SANI TAR Y XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \HEATHER KNOLL XREF: R: \5K \5076 \001 \DWGS \5076001S SHEET NO.: (C402 Cn c� zw F- U) O oZ U W z� J W W Q p O p U Z O W J O U = � n � n �Q z z O a, L� N LLJ Cn � F-- Z_ V) O W [r Cn Q O Cn cr) m H W Cn ° IM Q Q L0 O d Z N O r- C/) 0- w ° C Ros N0. 920350 13 STATE OF /01 V AL E��``• DATE: 12/14/05r.y°'' THIS DRAWING AND THE IDEA,"", DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)x' Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W � O 04 E-4 z Z z CD � � w � w Q w HOLEY MOLEY SAYS "DON'T 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM DIG TO APPLICABLE LOCAL AND STATE STANDARDS. BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ° � g 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL -�; ► I - - \ UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 42 I G 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I I4 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG E175 \ FNOTE: AMILTON COUNTY SURVEYOR REQUIRES 1 -800- 382 -5544 NOTES STAMPED INTO ALL STORM CALL TOLL FREE ` , - -- -ter, -- Z ,.. •.\ PER INDIANA STATE LAW IS -69 -1991. _== -" - -- - - -- a --- - - - - -- - \ \ SEWER CASTINGS, SEE STANDARD DETAILS. IT ►, AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND -- - --- -- 43 •\ \ a LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. - - -_- - - = = -- _- ------ - - - - -- _ \ \ \�- ti I 1 1 I I' I \' \ \ I �� I I I I I II II I — - - _ - -_- , ` .• 1 IL I III I II;I I i I _ - \ I1 I I I I I �� I I i t I I I L_ 1 tit -S-ED– I I I I I I I I � � I ,. -1.., -1 , � �. I HEATHER KNOLL I I I II I II:z 1011 I I I 53 Z16— SECTION 2 I I I k C 16 J - - fi i ..,., ♦ _.... _.; . J t . � ,,, a�U+V..- . c tv. � . 't . s .;: � ..k� {q': �.. .. . r... .- -_... - ..-. �a .. .. , .,�16� �, !6— I I f II I II I IIII I 1 '1 44 916 _ -- t L I I I I I yr1 ••:� �,"'� a4 F1- . M _3 c a. 'e.s.', ... `'u�'.:�.� � ,.:.:.. --- I i - J ( I 1 A71E159 17I I I 43 It . ' >� �• • �� � T • • T an e • • •� � � � � � 14..,.x.4 � � N N • I ' I I --- - - - - -- ,; A N o rn co --- - - ---- ---- - - - -"' -- - - - - -- -- - - - - -- -- - - - - -I - - - - - -- N i --- - - - - -- - - - - - -- - - I ; 172 I I CD W 4Wry t I - - - -- II I 1 I 52 I I I I I j` I; o I• I I 45 I I I LAKE #2 I I NORMAL POOL ELEV= 905.50 �� 4 =:: EXISTING ► I I 100 YEAR ELEV= 907.97 n —l— ' 11 : N I I I' LINCOLNSHIRE 10 YEAR ELEV= 914.27 I I I I Iw 2 YEAR ELEV= 913.66 0 _ N I I SECTION 1 I O? ---- - - - - -- ----------- - - - - -- - W I I I BOTTOM ELEV= 897.50 _ _ ----- -- - - - - -- ------------------ - - - - -- ----- - - - - -- ----- - - - - -- -- - - -- 1 i i I I IQ k' K jy MURPHY CIRCLE WEST - - - _ _ I I / - -- - LINE »C» o I I I IQ ,, - -- -------------- - - - - -- -------------- - - - - -- --------- - - - - -- ---------------- - - - - -- - - -- ------- - - - - -- -- - ;I I I I I I 1 46 I LIJ I Iz I = I I o - -- N Io STORM SEWER PLAN I --- SCALE: 1 "=50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM 945. 945 _ _ -- _ _ -- _ -_ -- _ -- -- - - - - -- -- ------ - -_ - -- - ___- _ -- __— - COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER 940 REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 940 _ __ ----- ____________________ ___ _______ -____. ___ _____ __.____- ____ -_- _ Ld v J ` Z CD J Z (n z� O z �- co N 935 935 - LO M UMN� -CO � cD Cn N O .- U�ooO oC6rnF- N�ZCD �Ujj n10 z0 U > > Z Z ��zz J 930 930 _ _ LIJ Uj - z cfl C > cn rn co Lq CD co N Li-1 . _ = N 00 O Cpl z ^ w w w �� � z cn z � w ° ° UrnNrn cv�a,i- LLJ _ z z cry w z ;r)'00 0° O oo a) 925 LLJ 925 - ^N^ - - �w� m >< ^X r- .-�z0 = -- - -- - - - -� - - - - - -- - -_- -- - ___ - -- - -- N z �� - -- > O oo > O z � c> >> LLJ r- cn�_- W c::) -.4- U,��O > w Od"� Ur�rn Cn ►� �UZZ C/') ~zZ moo z � L,� co °O Lq c0 w tD �? o N x t� o'-o 'a ca m °00.- °' o'n°�E- w ° mCD 6o ' `�a'O Wo`r` -°' `-a'O W > � Cfl��d�F- Na) CD mOQ) CDC Q��t- Of Lr') -1 ^ _ Off_ O �Uj d- P� z Z� W L�D� NMZZU �CU» ��� N�Z?O (nl-Z W �ZZO (J)h -z j m�p0 �U »> �i_�z Na�O fr �U »> 920 920 _ UU _ rn o -- — --pr v - - - - -- z - i- — -� LLJ O MOLc7� O CUjj __ W CD (nl- zZ - \ (n O -O O z� ��» __ � - - - - -- -- --- - - --�- 915 915 _ _ __ _ - _ -- - wl� ��zz z- - -- - - - _--- - - - - -- _ 38' z------------ ------- - - - - -- ------------ - - - - -- 0.40% 0 12 "RCP 113' 0.40% 12 "RCP 5' 0.50% 12 "RCP 30 150' 0.50% 12 "RCP 30' 910 _ 12 _ 91.0 0.50% 0.46% 149' 0.65% 1-5n -RCP -- --- - - - - -- - - - ---- - - - - -- 12 "RCP LAKE 2 12 "RCP # 15" RCP POOL 4' 117' 0.90% 15 RCP 30 w o z ELEV. =905.5 5 0.43% 18 RCP 0 ,75% z -H > Q' w o 0.70% 18 "RCP 285 15 RCP w 905 0.60% z -H _ > Q - - -- -- -- - -- --- - - - - -- Q °' - °o Z j � 213' - - - -- - - -- - - -- - -- --- - - - -- - - -- - - - - -- - - -- - - - - - __ _ --- - - - - -- . - -- - -- -- - - -- _ - - - - > -- _ - - - Q ° co z j - 0o z STORM SEWER PROFILE �--- Q c.--- Sheet Nuumber Description C802 11 Bedding Detail — Reinforced Concrete Pipe (RCP) C803 8 Roll Curb Inlet Detail C803 10 Beehive Inlet Detail C803 20,21 Storm Manhole Detail C802 7 Precast Concrete End Section C802 12 RipRap Detail @ End Section HOLEY MOLEY SAYS "DON'T 1. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM DIG TO APPLICABLE LOCAL AND STATE STANDARDS. BLIND 2. ALL CONSTRUCTION ACTIVITY ON THIS SITE TO BE PERFORMED IN COMPLIANCE WITH APPLICABLE O.S.H.A. STANDARDS FOR WORKER SAFETY. ° � g 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY ALL -�; ► I - - \ UTILITY LOCATIONS BEFORE CONSTRUCTION BEGINS. 42 I G 4. CONTRACTORS SHALL MINIMIZE DAMAGE TO EXISTING TREES. I I4 "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG E175 \ FNOTE: AMILTON COUNTY SURVEYOR REQUIRES 1 -800- 382 -5544 NOTES STAMPED INTO ALL STORM CALL TOLL FREE ` , - -- -ter, -- Z ,.. •.\ PER INDIANA STATE LAW IS -69 -1991. _== -" - -- - - -- a --- - - - - -- - \ \ SEWER CASTINGS, SEE STANDARD DETAILS. IT ►, AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND -- - --- -- 43 •\ \ a LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. - - -_- - - = = -- _- ------ - - - - -- _ \ \ \�- ti I 1 1 I I' I \' \ \ I �� I I I I I II II I — - - _ - -_- , ` .• 1 IL I III I II;I I i I _ - \ I1 I I I I I �� I I i t I I I L_ 1 tit -S-ED– I I I I I I I I � � I ,. -1.., -1 , � �. I HEATHER KNOLL I I I II I II:z 1011 I I I 53 Z16— SECTION 2 I I I k C 16 J - - fi i ..,., ♦ _.... _.; . J t . � ,,, a�U+V..- . c tv. � . 't . s .;: � ..k� {q': �.. .. . r... .- -_... - ..-. �a .. .. , .,�16� �, !6— I I f II I II I IIII I 1 '1 44 916 _ -- t L I I I I I yr1 ••:� �,"'� a4 F1- . M _3 c a. 'e.s.', ... `'u�'.:�.� � ,.:.:.. --- I i - J ( I 1 A71E159 17I I I 43 It . ' >� �• • �� � T • • T an e • • •� � � � � � 14..,.x.4 � � N N • I ' I I --- - - - - -- ,; A N o rn co --- - - ---- ---- - - - -"' -- - - - - -- -- - - - - -- -- - - - - -I - - - - - -- N i --- - - - - -- - - - - - -- - - I ; 172 I I CD W 4Wry t I - - - -- II I 1 I 52 I I I I I j` I; o I• I I 45 I I I LAKE #2 I I NORMAL POOL ELEV= 905.50 �� 4 =:: EXISTING ► I I 100 YEAR ELEV= 907.97 n —l— ' 11 : N I I I' LINCOLNSHIRE 10 YEAR ELEV= 914.27 I I I I Iw 2 YEAR ELEV= 913.66 0 _ N I I SECTION 1 I O? ---- - - - - -- ----------- - - - - -- - W I I I BOTTOM ELEV= 897.50 _ _ ----- -- - - - - -- ------------------ - - - - -- ----- - - - - -- ----- - - - - -- -- - - -- 1 i i I I IQ k' K jy MURPHY CIRCLE WEST - - - _ _ I I / - -- - LINE »C» o I I I IQ ,, - -- -------------- - - - - -- -------------- - - - - -- --------- - - - - -- ---------------- - - - - -- - - -- ------- - - - - -- -- - ;I I I I I I 1 46 I LIJ I Iz I = I I o - -- N Io STORM SEWER PLAN I --- SCALE: 1 "=50' MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM 945. 945 _ _ -- _ _ -- _ -_ -- _ -- -- - - - - -- -- ------ - -_ - -- - ___- _ -- __— - COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER 940 REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 940 _ __ ----- ____________________ ___ _______ -____. ___ _____ __.____- ____ -_- _ Ld v J ` Z CD J Z (n z� O z �- co N 935 935 - LO M UMN� -CO � cD Cn N O .- U�ooO oC6rnF- N�ZCD �Ujj n10 z0 U > > Z Z ��zz J 930 930 _ _ LIJ Uj - z cfl C > cn rn co Lq CD co N Li-1 . _ = N 00 O Cpl z ^ w w w �� � z cn z � w ° ° UrnNrn cv�a,i- LLJ _ z z cry w z ;r)'00 0° O oo a) 925 LLJ 925 - ^N^ - - �w� m >< ^X r- .-�z0 = -- - -- - - - -� - - - - - -- - -_- -- - ___ - -- - -- N z �� - -- > O oo > O z � c> >> LLJ r- cn�_- W c::) -.4- U,��O > w Od"� Ur�rn Cn ►� �UZZ C/') ~zZ moo z � L,� co °O Lq c0 w tD �? o N x t� o'-o 'a ca m °00.- °' o'n°�E- w ° mCD 6o ' `�a'O Wo`r` -°' `-a'O W > � Cfl��d�F- Na) CD mOQ) CDC Q��t- Of Lr') -1 ^ _ Off_ O �Uj d- P� z Z� W L�D� NMZZU �CU» ��� N�Z?O (nl-Z W �ZZO (J)h -z j m�p0 �U »> �i_�z Na�O fr �U »> 920 920 _ UU _ rn o -- — --pr v - - - - -- z - i- — -� LLJ O MOLc7� O CUjj __ W CD (nl- zZ - \ (n O -O O z� ��» __ � - - - - -- -- --- - - --�- 915 915 _ _ __ _ - _ -- - wl� ��zz z- - -- - - - _--- - - - - -- _ 38' z------------ ------- - - - - -- ------------ - - - - -- 0.40% 0 12 "RCP 113' 0.40% 12 "RCP 5' 0.50% 12 "RCP 30 150' 0.50% 12 "RCP 30' 910 _ 12 _ 91.0 0.50% 0.46% 149' 0.65% 1-5n -RCP -- --- - - - - -- - - - ---- - - - - -- 12 "RCP LAKE 2 12 "RCP # 15" RCP POOL 4' 117' 0.90% 15 RCP 30 w o z ELEV. =905.5 5 0.43% 18 RCP 0 ,75% z -H > Q' w o 0.70% 18 "RCP 285 15 RCP w 905 0.60% z -H _ > Q - - -- -- -- - -- --- - - - - -- Q °' - °o Z j � 213' - - - -- - - -- - - -- - -- --- - - - -- - - -- - - - - -- - - -- - - - - - __ _ --- - - - - -- . - -- - -- -- - - -- _ - - - - > -- _ - - - Q ° co z j - 0o z STORM SEWER PROFILE PROJECT NO.: SCALE:— HORZ.: 1 " =50' VERT.: 1 " =5' ,��� Existing Grote �� New Grade 01 c� s Q1 0 c.� w Z J w Q 0 0 0 U zo �z N O C) �o N w w >Ul Z Z Ul ° CD¢ 1- _ Go 0 Cn �o cri � Z N O E-750- >o w \`\\���►1111 r lrrr�i,,� GIRT (; I?o No. 920350:' ?0 STATE OF SS/ONAL "'►1111110 DATE: 12/14/05�'y'"'y THIS DRAWING AND THE IDEA ,✓,DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005: Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7300 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED DRP JCC l►l� SHEET TITLE: z DRAWING FILES: R: \5K \5076 \002 \DWGS \C601 W XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \002 \DWGS \002BS a XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: C\,2 CD W � O W Q I�� TWT� V Q w DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED DRP JCC l►l� SHEET TITLE: STORM SEWER PLAN DRAWING FILES: R: \5K \5076 \002 \DWGS \C601 XREF: R: \5K \5076 \002 \DWGS \STORM XREF: R: \5K \5076 \001 \DWGS \001BS XREF: R: \5K \5076 \002 \DWGS \002BS XREF: R: \5K \5076 \001 \DWGS \5076001S XREF: R: \5K \5076 \001 \DWGS \HEATHER -KNOOL SHEET NO.: LJ z w O C:: CL W C' Z Q S U O z Z w c.� O E-- O CM W¢ 1- O Z Cr O U Z_ Q O 'd- (n � Cn ca— W0 \ �'�XF�1 CR��'''� �. GO ........ 8 ,..�G\STE ORFo % No. 920350 -.0 STATE OF /ONAL DATE: 12/14/05 THIS DRAWING AND THE IDEAb, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. 11 U COPYRIGHTED BY THE SCHNEIDER CORP. (2005)x' Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering W z a H--� O �zi l E-4 z z z O [—� � r 0 w � � 1---i Q � � w Q w 5 III II !III I 37 IlII II ^; II 11 1 ! I IXs�a 1 I II I I r:h {III I II I I I I I I� }17�1 I {III I I u IIII II _ VIII II Y h I I X14 I I I J41 4— L%j I 74 I I III I I f , i I �I 11 ill 73 —�� > N z � O � U � W Cn 17'r, W W � Q Fes- W L� J > 0 0 0 0 0 I II _l :� 09I :NI�� NEW SANITARY SEWER EXISTING SANITARY SEWER -�- — NEW STORM SEWER EXISTING STORM SEWER — EXISTING WATER MAIN w NEW WATER MAIN WITH VALVE - AND 1" SERVICE LINE TO EACH LOT NEW FIRE HYDRANT ASSEMBLY W /6" GATE VALVE AND TEE ®� FIRE HYDRANT MARKER MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1 -0 ". IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. NOTE: 1. ALL WATER MAINS ARE TO BE 8" DUCTILE IRON PIPE, UNLESS NOTED OTHERWISE AND HAVE A MINIMUM COVER OF 48' 2. EACH HYDRANT VALVE SHALL BE CONNECTED TO THE TEE AT THE WATERMAIN WITH ALL - THREAD. 3. POST -CAPS OR EQUIVALENT ARE REQUIRED ON ALL WATER VALVE INSTALLATIONS. 4. NO WATER VALVES WILL BE PERMITTED BETWEEN THE CURBS. 5. FULL DEPTH GRANULAR BACKFILL FOR WATER LINES IS REQUIRED ON ALL STREET CROSSINGS. 6. TRACER WIRE IS REQUIRED TO BE INSTALLED WITH ALL WATER MAINS. 7. WARNING TAPE MUST BE INSTALLED 12" TO 18" ABOVE THE WATER MAIN. 8. ALL WATER SERVICE LINE STUBS SHALL BE MARKED WITH A 6' PIECE OF PVC PIPE. 9. ALL SERVICE LINES SHALL BE 1" COPPER. 10. ALL SANITARY SEWER LATERALS THAT CROSS THE STREET SHALL BE BACKFILLED WITH FULL DEPTH GRANULAR BACKFILL. Iii h'. I D LiJ I I I:01 _' 'I BM - THE HORIZONTAL AND VERTICAL LOCATION DATA SHOWN ON THIS SURVEY ARE BASED UPON A POSITIONAL SOLUTION DERIVED FROM GLOBAL POSITIONING SYSTEM (GPS) OBSERVATIONS PROCESSED BY NATIONAL GEODETIC SURVEY (NGS) UTILIZING THEIR ONLINE POSITIONING USER SERVICE (OPUS) SOFTWARE. THE COORDINATE VALUES SHOWN ARE IN THE INDIANA STATE PLANE COORDINATE SYSTEM EAST ZONE ON THE 1983 NORTH AMERICAN DATUM (NAD83) UTILIZING THE CONTINUOUSLY OPERATING REFERENCE STATION (CORS) ADJUSTMENT AS DETERMINED BY NGS. OPUS POINT #200 ELEVATION = 910.88 FT (NAD83) TBM 1 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET SOUTH OF THE NORTHEAST BOUNDARY CORNER, 50 FEET EAST OF CENTERLINE OF TOWNE ROAD ELEVATION = 914.55 FT TBM 2 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF THE SOUTHWEST BOUNDARY CORNER ELEVATION = 915.39 FT TBM 3 - CUT "X ", N. BONNET BOLT, FIRE HYDRANT 40 FEET NORTH OF CENTERLINE OF 141ST STREET, CENTER OF SITE ELEVATION = 914.54 FT TBM 4 - CUT "X ", S. BONNET BOLT, FIRE HYDRANT 30 FEET NORTH OF CENTERLINE 141ST STREET, 100 FEET WEST OF TOWNE ROAD ELEVATION = 911.98 FT NOTE: THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURBS, OR SIDEWALKS, EXCEPT CURB INLETS. NOTE: FOR WATERMAIN DETAILS SEE SHEET C703. HOLEY MOLEY SAYS "DON'T DIG BLINDn IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 0 e a A ASSUMED NORTH SCALE: 1 " =50' w Z r U w 0 Uj CD Z U 0 z z w c� J O 0 0 0 0 z 0 CD V z D o� >o w No. 920350) 1 STATE OF O AND I AN?' �����: 70NAL DATE: 12/14/05 THIS DRAWING AND THE IDE , DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z W a CQ O � O � C21; Q H w WATER MAINS 1. SCOPE OF WORK: A. The work required under this section includes all cold water distribution lines, valves, hydrants, and related items including excavating and backfilling necessary to complete the work shown on the drawings. The ends of water service lines shall be tightly plugged or capped at the terminal points pending the connecting to all such lines of the building piping as specified in the plumbing specifications aind architectural drawings. 2. MATERIALS: A. Cast Iron Pipe: Cast iron pipe shall meet AWWA Specification C -106 with push —on joints meeting AWWA Specification C -111. Wall thickness shall be determined from Table 6.4 in AWWA C -106. Ductile iron pipe shall meet AWWA C -150 and C -151 Specifications. Pipe to be cement lines per AWWA C -104. B. Copper Tubing: Shall be seamless, annealed K copper tubing complying with Federal Specification WW —T -799. Fittings shall be wrought copper or cast bronze with solder joints. Solder shall be of a composition recommended by the manufacturer of the fittings. C. Fire Hydrants: Shall comply with AWWA Specification C -502 and shall meet local standards and requirements, particularly as to nozzle diameters and threads, direction of opening and dimensions of operating and cap nuts. Fire Hydrants shall have one pumper and two hose nozzles. A valve opening not less than 5 inches and a 6 inch inlet connection. The length of the hydrant barrel shall be determined by the specified depth of cover over the pipe. D. Valves: All valves and stops shall have ends suited or adapters shall be provided for the proper installation in the lines in which they are located. Valves shall meet local standards or in the absence of such standards, the following requirements: 1. Valves in cast iron pipe shall be iron body, bronze mounted, disc gate valves conforming- to AWWA Specification C -500. They shall open in the some direction as those used in the local waterworks system. Valve stems shall terminate in 2 inch wrench nuts. Furnish two (2) keys. 2. Valves in copper pipe shall be standard brass body, round —way, ground —key stops with T heads. Furnish two (2) keys. E. Valve Boxes: Shall meet local standards or in the absence of such, shall comply with the following requirements: 1. For iron body valves, boxes shall be approved standard buffalo —type; cast iron, adjustable shaft boxes, having a minimum shaft diameter of 5 -1/4 inches. 2. For brass body valves (stops) boxes shall be approved standard cast iron extension service boxes, having a minimum diameter of 2 -1/2 inches and having lid held in place by a brass or bronze bolt. The castings shall be coated with two coats of coal —tar pitch varnish. Furnish two (2) keys for bolt in lids. F. Stops: Stop shall be those manufactured by Ford or Mueller Corporation with AWWA taper thread, and with copper compression type fitting on outlet, or equal. G. Blow —off Valves: Blow —off valves shall be those manufactured by Muller Corporation (H -10283 or H- 10291), or equal. H. Angle Valves: Angle valves at the end of water service stub are to be copper compression type fitting also, and are to be protected with plastic bag over the valve. I. Taps: 3/4" taps in lines smaller than 4 inches shall be only by tapped tee or topping saddle. Water service lines should be marked on curbs with a stamped "W ", placed while pouring curbs. 3. APPLICATION: A. Permits and Codes: The intent of this section is the specifications if that the contractor's bid on the work covered herein shall be based upon the drawings and specifications but that the work shall comply with all applicable codes and regulations. Contractor shall furnish all necessary bonds to get permits for cuts and connections. B. Existing Improvements: Maintain in operating condition all active utilities and sewers and other pipe system that may be encountered. C. Trenching: Lay all pipe in open trenches, except when local authority gives written permission for tunneling. Provide a separate trench for the water line at least 10 feet horizontally from any sanitary sewer. In locations where separate trenches for sewer and water lines are impracticable, lay the water pipe on a solid shelf at least 18 inches above the top of the sewer. D. Width of Trench: Excavate trenches minimum of pipe diameter plus 12 ". E. Sheeting and bracing: Sheet and brace trenches as necessary to protect workmen and adjacent structures. All trenching shall comply with the Occupational Safety and Health Administration Standards. F. Water Removal: Keep trenches free from water while construction therein is in progress. Under no circumstances lay pipe or appurtenances in standing water. Conduct the discharge from trench dewatering to drains or natural drainage channels. G. Grading Trench Bottoms: The bottom quadrant of the pipe shall be fully and uniformly supported. The full load shall rest on the barrel of the pipe. The trench may be excavated to a depth of 4 inches or more below final grade with sand, crushed stone or gravel backfill to bring it back to pipe laying grade. For a depth of at least 12 inches above the top of the pipe backfill with granular material free from large stones, roots or frozen clogs. Tamp this backfill thoroughly taking care not to disturb the pipe. Backfill under walks, parking areas, driveways and streets with granular material only and tamp thoroughly, by approved methods. Trenches parallel to and within 10 feet of paved roadways shall be constructed the same. H. Tests: Before joints are covered, fill the piping with water, opening hydrants or at least two hours at a pressure of 100 pounds per square inch. Inspect all joints for leakage and remedy any leaks. Upon completion of the water distribution mains, flush out the system until the water runs clear. As soon as the system has been flushed out, it shall be sterilized in accordance with the requirements of City of Carmel. I. If a horizontal distance of 10 feet cannot be maintained between the water line and and a sanitary sewer line, one of the following shall be done. a. Water line laid in a separate trench and 18" above sewer. b. Water line laid in some trench on a bench of undisturbed earth and sewer at least 18" below bottom of water line. Where water lines and sewers cross and the water line cannot be placed above the sewer with a minimum of 18" vertical clearance, the sewer must be constructed of water works grade cast iron pipe with mechanical joints within 10 feet of the water line. J. Utilities: It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of the work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans on in the field before work is started or resumed. K. New Water Main Construction: Contractor to record dimension of each water stub and valves from nearest fire hydrant measured along water main. The locations of hydrants and water valves, along with any other construction changes are to be incorporated on the original construction drawings and "Record Drawing" prints submitted to Engineer's Office as soon after completion of construction as possible. MINIMUM 0. D.. + 1' -0" Final Backfill �i�i� %�i,;�i, \i - - •- - - - _ OUTSIDE FACE AREA SO. FT. SIZE OF RUN Final backfill for water mains and water service laterals under\ \\ OUTSIDE FACE AREA (SQ. FT.) PLUG and within 5 —feet of pavement shall be B— Borrow for Structure / 45' BEND 22 1/2' Backfill meeting the material requirements of the INDOT and \\ 20" 16 shall be compacted in 6 —inch maximum lifts to not less than /\ 14 7 95% Standard Proctor Density for the entire depth of the �\ 20" OR 16" 1 material placed. The backfill for the top 6— inches of the \\ DEGREE OF BEND 6" 8" excavation below the start of the aggregate subbase of the / \\ be No. 53 Stone the 20" 24" pavement shall meeting material 90', TEE & PLUG 27' requirements of the INDOT and shall be compacted to not less j\ \\ 42' 50' than 95% Standard Proctor Density. If the standard practice of \ / 65' 73' the utility that has jurisdiction over the installation has a more \\ 95' 115' stringent final backfill requirement, the more stringent 7' 9' requirement shall govern. j� \\ :...::.•. 15' O.D. OF 19' 21' WATERMAIN 29' 22-1/2" 3' 4' 1 5' 1 6' 7 8" 9' 10' SAND BACKFILL REQUIRED 14' 11-1/4" 2' TO 12" ABOVE TOP OF PIPE 0 w U w cn 0 U DIG OUT EACH JOINT. PIPE TO REST ON FIRM EARTH TYPICAL WATER MAIN- INSTALLATION- TYPICAL UTILITY CROSSING- TYPICAL SECTION - HYDRANT & MAIN LOCATION SET Tnn n 1 icu unru riAncur -rk nn A nr FITTING TO SUIT NOTE: BEMDS & FITTINGS TEE ADJUSTABLE VALVE BOX AS REQUIRES. FITTING To sulT (SEE WATER MAIN PLANS) MECHANICAL POSI -CAPS OR EQUAL REQUIRED JOINTS FOR ALL VALVES NEW MAIN TAPPING SLEEVE & VALVE EXISTING MAIN TYPICAL CONNECTION TYPE "B" MECHA :EVE & VALVE SUNDER PRESSURE ;TINT, FAIN CONNECTION. TO EXISTING MAIN- RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL STANDARD DETAILS JOINT RESTRAINT TABLE DRAWN BY: DATE: MARCH 2001 SCALE: NOT TO SCALE JONES & HENRY DRAWING NAME: CW10 ENGINEERS, INC. IT GATE VALVE AND BOX. OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4' BENDS. PLAN STRAP IRON ANCHORS 2" WIDE x 1/2" THICK 3/4 "x18" { j ANCHOR BOLTS (4 REQ'D) 5" DIAM. WASHER, 1" THICK ANCHOR BLOCK TO BE OF \ CLASS "B" CONCRETE DOWNWARD BEND 4 OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45• BENDS. PLAN OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION "C —C" BRANCH PIPE `PLUG 'C' i \ "I, OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. PLAN SECTION "D —D" N OTE: KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMENSIONS SHOWN IN THIS DETAIL BLOCKING FOR PLUGS & BENDS PRESSURE PIPE JOINT RESTRAINT TABLE OUTSIDE FACE AREA SO. FT. SIZE OF RUN LENGTH OF PIPE TO BE RESTRAINED OUTSIDE FACE AREA (SQ. FT.) PLUG 90' BEND 45' BEND 22 1/2' IN EACH DIRECTION FROM 1/4- BEND 20" 16 25 14 7 BASED ON 150 PSI TEST PRESSURE 20" OR 16" 1 1 DEGREE OF BEND 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 90', TEE & PLUG 27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 45' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2" 3' 4' 1 5' 1 6' 7 8" 9' 10' 12' 14' 11-1/4" 2' 2' 1 3' 1 3' 4' 4° 4' 5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM, OR EQUAL. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS. THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED. TITLE: CITY OF CARMEL STANDARD DETAILS JOINT RESTRAINT TABLE DRAWN BY: DATE: MARCH 2001 SCALE: NOT TO SCALE JONES & HENRY DRAWING NAME: CW10 ENGINEERS, INC. IT GATE VALVE AND BOX. OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 22 1/2' & 11 1/4' BENDS. PLAN STRAP IRON ANCHORS 2" WIDE x 1/2" THICK 3/4 "x18" { j ANCHOR BOLTS (4 REQ'D) 5" DIAM. WASHER, 1" THICK ANCHOR BLOCK TO BE OF \ CLASS "B" CONCRETE DOWNWARD BEND 4 OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR 90' & 45• BENDS. PLAN OUTSIDE FACE AREA AS NOTED IN TABLE. SECTION "C —C" BRANCH PIPE `PLUG 'C' i \ "I, OUTSIDE FACE AREA NOT LESS THAN VALUES GIVEN IN TABLE FOR TEES & WYES. - FOR PLUGS. PLAN SECTION "D —D" N OTE: KICKERS SHALL BE DRY CONCRETE BLOCK SIMILAR TO DIMENSIONS SHOWN IN THIS DETAIL BLOCKING FOR PLUGS & BENDS BLOCKING FOR TEES & WYES PIPE SIZE OUTSIDE FACE AREA SO. FT. SIZE OF RUN SIZE OF BRANCH OUTSIDE FACE AREA (SQ. FT.) PLUG 90' BEND 45' BEND 22 1/2' 11 1/4' 20" 16 25 14 7 4 20" OR 16" 1 1 16" 12 16 9 5 3 z Z w 10 6 12" 7 9 5 3 2 U 10" 4 7 4 2 1 12" OR LESS 1" 7 8" 3 5 3 2 1 6" 2 3 2 1 1 all 4 1] 4" 2 3 2 1 1 DETAIL - CONCRETE BLOCKING I I F .D. Q w 0 0 z Q z O Q U V w 0 0 &i oC`4 w ° ,..��GISTER�o % •, N0. 920350'� % ?0 STATE OF ' �NDIANP. - � • /ANAL DATE: 12/14/05/�.y'°" THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: �w DRAWING FILES: w SHEET NO.: C7(D3 Z � CQ o C/D H O z Z w z O O W U U � W � w Q EE-4 11L W 1] DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: WATER DISTRIBUTION DETAILS DRAWING FILES: R: \5K \5076 \002 \DINGS \C703 SHEET NO.: C7(D3 24" Top Soil IT k¢ slope ;•'" f ft. Compacted 6ackfilf tt7 NOTES: FACES MAY BE BATTERED TO FACILITATE SLIP FORMING. CURE ALL EXPOSED SURFACES, DAMPEN SUBGRADE BEFORE PLACING CONCRETE. CITY OF OF CARMEL. STANDARDS COMBINED CONCRETE CURB &GUTTER (TYPE III ) R EVI5ED FIGURE. 10 -12 C rJ l Top So :i r7 Property line Low Poi?-J D is for Subsurface or Base Drain \> j� ° �4 r Compocted eackrill -- �'�`r: \` ��� D a _ Class "A" Concrete TYPICAL SIDEWALK SECTION ` p 7 4 2. Letter to be stamped prior to concrete setting up, whenever possible, * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE CURB STAMP MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS rix >! I WE I'm R£VtSED: tL- +1G -�5 SUBGRADE OR BASE UNDER Al L CURBS, SIDEWALKS, AND .2 SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. Compacted Subgrade c C C -° -° c or Aggregote Bose CDQ Transverse Joints h 24" Minimum o o Shall Not Exceed o NOTES: INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE. CURE ALL EXPOSED SURFACES, DAMPEN SUBGRADE BEFORE PLACING CONCRETE. Scale: 1 �T - CITY OR CARMEL STANDARDS CONCRETE ROLL CURB & GUTTER REVISED______�� FIGURE 10 -10 ' Eorth Or Sidewalk Surfcce ` { Concrete Curb Or Curb & Gutter Pavement I i ti o�7oJ9o� o�ps�Qo'} o��00 Y, r / oC•aC`aC=nC`tiC•o #8 Washed Aggregate / oc ;geaca =� °�D 1�Db </ 2 a0J j/ — O , er, � 4" 4" Min. Min. 1, -2„ Min. PIPE UNDERDRAIN (Typicol Instollotions) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906,17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1•= 1' -I� CITY OF CARMEL. STANDARDS SUBSURFACE DRAIN REVISED__^___ FIGURE 10 -9 - 3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: Property line Back Of Curb 5 74' -0" Min. 1' -0' D is for Subsurface or Base Drain Graded Lawns -Slope 4 " /ft. G is for Gas Min T it . 4" Sidewalk-'­' 4" Top Soil * Bcckfill _ Prepared Subgrade , ^ ^l TYPICAL SIDEWALK SECTION NOTES: NOT TO SCALE 2. Letter to be stamped prior to concrete setting up, whenever possible, * THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE CURB STAMP MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6' IN DEPTH. R£VtSED: tL- +1G -�5 SUBGRADE OR BASE UNDER Al L CURBS, SIDEWALKS, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. WH ERE SITE INFEASIBUTY PRECLUDES CONSTRUCTION c C C -° -° c N Cn Spacing Between N CDQ Transverse Joints h N o o Shall Not Exceed o 0 ►` f` 1.25 Times Width DECREASED TO A MINIMUM OF T -0'. Tooted Or 5owea Joints jq Thickness < ;' _ �� ,;: •'. , Class "A" Concrete O3 4" Minimum I SLOPE 1/4" PER FOOT MIN Sidewalk Built With Driveways Shall Hove Minimum Thickness � Fed Of Or Thickness Of Driveway Which Ever Is Greater. FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER UNE. o Adapter Asserrtbiy CONCRETE SIDEWALK NOT TO SCALE EXCEEDS 11x MAY BE MONOUTHIC IN DETECTABLE WARNINGS LEVEL STRIP. CITY OF CARMEL STANDARDS SIDEWALK DETAILS HAVE MA)aMUM CROSS SLOPE OF DIRECTION. WHEN STE NFEASBUTY PRECLUDES REVISED 3 lbs /ft_ Golvonized FIGURE A LANDING SLOPE OF 50:1 IN ANY DIRECTION, THE DETECTABLE WARNING BRICK 10 -14 2 a0J j/ — O , er, � 4" 4" Min. Min. 1, -2„ Min. PIPE UNDERDRAIN (Typicol Instollotions) NOTE: PIPE SHALL CONFORM TO REQUIREMENTS OF SECTION 906,17 OF STANDARD SPECIFICATIONS. INSTALLATION REQUIRED: BOTH SIDES OF PAVEMENT WHERE REQUIRED BY THE ENGINEER. Scale: 1•= 1' -I� CITY OF CARMEL. STANDARDS SUBSURFACE DRAIN REVISED__^___ FIGURE 10 -9 - 3" to 4" (75mm TO 100mm) HIGH LETTER TO BE STAMPED AS FOLLOWS: S is for Storm Se'r'er SS is for Sanitary Sewer D is for Subsurface or Base Drain C I•s for Conduit G is for Gas V/ is for Water 4 inch (100 mm) , ^ ^l 140 SCkE NOTES: 1. Curb to be stamped of ell locations where any of the above cross under a curb. 2. Letter to be stamped prior to concrete setting up, whenever possible, I Stamp to be a minimum of 1/2 inch (ldmm) deep. CURB STAMP HAMILTON COUNTY HIGHWAY DEPARTMENT f C R£VtSED: tL- +1G -�5 ,___•__ �_ __� f STANDARD PLAr1 "MR cmmrY evacv DAM 1 C-6 WH ERE SITE INFEASIBUTY PRECLUDES CONSTRUCTION APPROVED: 3 • -/7 -95 NlSi Ox1MIY 6PLCICiI 9ArE 0n. 6 "x24" Extrud Aiuminum With Doi. Green Reflectorized Per Standard Spec Sec. 912.10 And 4 White Getters With i i • LL1 z J > BINDER SHALL BE SET FLUSH WITH 3�: EXISTING PAVEMENT, AFTER MILLING, WITH 1.5" SURFACE, COVERING BOTH o WIDENING AND EXISTING PAVEMENT.- VARIES 3' o! 10' 1 ASPHALT PATH � L ,af;f L�-'T•._;�- =R� —1 SWALE "117.1 M, 6" OF COMPATED #73 STONE SHOULDER TOWNE ROAD CENTER LINE I 15' EXISTING 1.5" SURFACE OVER PAVEMENT AFTER MILLING EXISTING PAVEMENT SLOPE: 1/4 PER FT. MIN. 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3" HMA 5D BASE 7" #53 STONE 4" #2 STONE PREPARED SUBGRADE PER INDIANA DEPARTMENT O OF TRANSPORTATION SPECS SECTION No. 207 SECTION "B -B" 2 C801 50' RIGHT OF WAY SWALE 6" OF COMPATED �I #73 STONE SHOULDER 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3 HMA 5D BASE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT 7 #53 STONE OF TRANSPORTATION SPECS. No. 207 (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) TYPICAL 30' STREET SECTION 3 — C801 PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSYERSE CONTRACTION JOINTS � (10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS C$O1 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. _TECTABLE WARNING ELEMENTS SETTING BED - CONCRETE BASE r— INTEGRAL CURB O 10' 30' BACK TO BACK 10' Q' HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED w 11 5' 4' 2' 1 13' 13' 2' 4' 5' 1' z Z C O - 73.33 > 11R 8.3 376 1E 7E + 5 0.9• -1.4• O2 WH ERE SITE INFEASIBUTY PRECLUDES CONSTRUCTION J CDQ 2 ROLL CURB PROFILE GRADE 2 ROLL CURB O CONC. DECREASED TO A MINIMUM OF T -0'. Q < CONC. WALK O3 SLOPE 1/4" PER FOOT MIN I SLOPE 1/4" PER FOOT MIN � Fed WALK FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER UNE. o Adapter Asserrtbiy LANDING AREAS AT THE TDP OF CURB RAMPS SHALL 50.1 W ANY EXCEEDS 11x MAY BE MONOUTHIC IN DETECTABLE WARNINGS LEVEL STRIP. HAVE MA)aMUM CROSS SLOPE OF DIRECTION. WHEN STE NFEASBUTY PRECLUDES CHANGE OF GRADE 3 lbs /ft_ Golvonized A LANDING SLOPE OF 50:1 IN ANY DIRECTION, THE DETECTABLE WARNING BRICK IX�PE END10 AR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE Channel Sign Post Per Standard Specification O Ir sCONCR BED Sec. 909.1 4(o) THE WIDTH SHOWN. THE LANDING WIDTH MAY BE 1.5" HMA #11 SURFACE 2" HMA #8 BINDER 3 HMA 5D BASE 0 PREPARED SUBGRADE PER INDIANA DEPARTMENT 7 #53 STONE OF TRANSPORTATION SPECS. No. 207 (�k ALL PAVING TO BE COMPLETED IN SAME PAVING SEASON) TYPICAL 30' STREET SECTION 3 — C801 PIPE UNDERDRAIN (TYP) SEE DETAIL TOP OF CURB TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB (BETWEEN STORM STRUCTURES & CURB) PAVEMENT TRANSYERSE CONTRACTION JOINTS � (10' MAX. SPACING) CURB JOINT DETAIL 4 *TRANSVERSE CONTRACTION JOINTS C$O1 MAX. 5' SPACING WITHIN RADIUS OF INTERSECTIONS AND ENTRANCES. _TECTABLE WARNING ELEMENTS SETTING BED - CONCRETE BASE r— INTEGRAL CURB O STREET NAME SIGNS f7E`�IS'D FIGURE �0 =213 HANDICAP RAMP DETAILS � csoi 0 0- O o 0 - 0 0 0 0 0 0 0 0 0 0 0 O 0 p 0 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 00 x 0 00 a 0° O a 0° 0 a 0° O 0 0° 0 a 0° O 0 0° 0 a 0° O 0 0 0 ° 0 0 0° 0 0 00 0 0 ° 0 0 0° 0 0° 0 o 0° 0 o 00 0 o p° 0 0 110 # /SY BIT SURFACE No. 11, L% 220 # /SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION- r5` C801 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. -GREEN SPACE EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VAf L() SIDEWALK 5' TAPER 1/2" PREFORMED JOINT FILLER N ROLL•.. :.a: p e ;'.CI,�RB • ~.a.'; •'e. Q. 5' 1 1 /2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL- r6 C801 211 Z O U W I X n Vi J w a Y J 3 w 0 v� 0 z 3 of in o� z -- O N wCn cn I � X W 1- o w W w> F- V) __.E W Of ¢ m 0- 1 =)m LO O Cn � oC-q �cl- >o w C RpS6 •,,% No. Z: 920350.---"Q__ ?� STATE OF S; ��11111r111�� l DATE: 12/14/05 " ✓''' THIS DRAWING AND THE IDEAS4, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering O GENERAL NOTES: THESE DIMENSIONS ARE BASED ON A 4 LPL CURB Q' HEIGHT. THEY SHALL BE PROPORTIONALLY ADJUSTED w FOR OTHER CURB HEIGHTS � C O - 73.33 > 11R 8.3 376 1E 7E + 5 0.9• -1.4• O2 WH ERE SITE INFEASIBUTY PRECLUDES CONSTRUCTION 8.33X MAXIMUM CDQ TO THE WIDTH SHOWN, SUCH WIDTH MAY BE 5x MAXIMUM SECTI � a-0 O DECREASED TO A MINIMUM OF T -0'. O rC) O3 THE BOTTOM EDGE OF THE CURB RAMP SHALL BE SQUARE PATTERN Z' -0• PROVIDE 2' -0• LEVEL STRIP � Fed � FLUSH WITH THE EDGE OF ADJACENT PAVEMENT AND GUTTER UNE. IF ALGEBRAIC DIFFERENCE PROVIDE CURB AS REQUIRED TRUNCATED DOMES USED WITH Adapter Asserrtbiy LANDING AREAS AT THE TDP OF CURB RAMPS SHALL 50.1 W ANY EXCEEDS 11x MAY BE MONOUTHIC IN DETECTABLE WARNINGS LEVEL STRIP. HAVE MA)aMUM CROSS SLOPE OF DIRECTION. WHEN STE NFEASBUTY PRECLUDES CHANGE OF GRADE 3 lbs /ft_ Golvonized A LANDING SLOPE OF 50:1 IN ANY DIRECTION, THE DETECTABLE WARNING BRICK IX�PE END10 AR TO THE CURB FACE SHALL NOT BRUSHED SAND MIXTURE Channel Sign Post Per Standard Specification O IF SITE INFEAS�UTY PRECLUDES CONSTRUCTION TO sCONCR BED Sec. 909.1 4(o) THE WIDTH SHOWN. THE LANDING WIDTH MAY BE SLOPE 72;1 CONCRETE BASE 2• y 2• DECREASED TO T -O' MINIMUM. THE RUNNING PAVEMENT 0. " SLOPE OF THE OM RAMP MAY BE STEEPENED TO ~' ! 1 ! A MAXIMUM OF 10:1 FOR A MAXIINM 6 IN. RM •' f 11rr . ~ •7I �'i O6 DRAINAGE INLETS SHOULD BE LOCATED UPHU FROM DETAIL OF RAMP GROOVES 1 CURB RAMPS TO PREVENT PUDDLES AT THE PATH 00 OF TRAVEL. '➢ 1 ; o ' . ¢ O7 ALGEBRAIC DIFFERENCE IN GRADE BETWEEN THE BASE BRICK SURFACE CONSTRUCTION • dd •. OF CURB RAMP AND THE GUTTER SHALL BE UNITED TO LESS •• 1HAN 11x IF IT IS NOT PRACTICAL, A Y -0" WIDE o. Driven Or Set In •. , . / j # LEVEL STRIP SHALL BE PROVIDED. SEE DETAIL SKETCH. Compocted Sockfiii --� ' ' ' SLOP E ,121 #5 SPA. O 18• Q V . + ; 1 • • : PAVEMENT CONSTRUCTION OF CURB IF ' SEPERATED FROM RAMP 1 -6" #5 x 2 -0 CITY OF CARMEL STANDARDS ALTERNATE CURB CONSTRUCTION STREET NAME SIGNS f7E`�IS'D FIGURE �0 =213 HANDICAP RAMP DETAILS � csoi 0 0- O o 0 - 0 0 0 0 0 0 0 0 0 0 0 O 0 p 0 0 0 0 0 0 0 0 a 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 a 0 00 x 0 00 a 0° O a 0° 0 a 0° O 0 0° 0 a 0° O 0 0° 0 a 0° O 0 0 0 ° 0 0 0° 0 0 00 0 0 ° 0 0 0° 0 0° 0 o 0° 0 o 00 0 o p° 0 0 110 # /SY BIT SURFACE No. 11, L% 220 # /SY BIT BINDER No. 8, LV 5" #53 STONE ASPHALT PATH SECTION- r5` C801 1/2" PREFORMED JOINT FILLER REQUIRED ON 12' MIN. -GREEN SPACE EACH SIDE OF DRIVEWAY 20' MAX. RIGHT OF WAY LINE WIDTH MAY VAf L() SIDEWALK 5' TAPER 1/2" PREFORMED JOINT FILLER N ROLL•.. :.a: p e ;'.CI,�RB • ~.a.'; •'e. Q. 5' 1 1 /2" DEEP CENTERLINE JOINT 1. CROSS HATCHED AREAS SHALL BE 6" PLAIN CONCRETE. 2. SIDEWALK SHALL BE 6" THICK WITHIN DRIVEWAY LIMITS. 3. SUBGRADE UNDER ALL CURBS, SIDEWALK AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF I.D.O.T. STANDARD SPECIFICATIONS. 4. SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROPRIATE STANDARD AND SHALL BE CONTINUOUS ACROSS THE DRIVEWAY. 5. SIDEWALKS BUILT WITH DRIVEWAYS SHALL HAVE MINIMUM THICKNESS OF 6" OR THICKNESS OF DRIVEWAY, WHICHEVER IS GREATER. RESIDENTIAL DRIVEWAY DETAIL- r6 C801 211 Z O U W I X n Vi J w a Y J 3 w 0 v� 0 z 3 of in o� z -- O N wCn cn I � X W 1- o w W w> F- V) __.E W Of ¢ m 0- 1 =)m LO O Cn � oC-q �cl- >o w C RpS6 •,,% No. Z: 920350.---"Q__ ?� STATE OF S; ��11111r111�� l DATE: 12/14/05 " ✓''' THIS DRAWING AND THE IDEAS4, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering z w � C CDQ z Z O rC) � Fed � w Q P4 r1 N w Bedding, Haunching, Initial Backfill Bedding, haunching, and initial backfill for all RCP installations shall be B- Borrow for Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed in the trench bottom such that after the pipe is installed to grade and line, there remains a 4 —inch minimum depth of material below the pipe barrel and a minimum of 3— inches below the bell. For pipe sizes 66— inches and larger, the minimum depth of material below the pipe barrel shall be 6— inches. Bedding shall be placed to be uniform as possible, but shall be loosely placed uncompacted material under the middle third of the pipe prior to placement of the pipe. Haunching and initial backfill shall be compacted in 8 —inch maximum lifts to not Iless than 90% Standard Proctor Density for the entire depth of the material placed. The backfill shall be brought up evenly on both sides of the pipe for the full length of the pipe. Haunching shall extend to the springline of the pipe. The limit of initial backfill shall be 6— inches above springline of the pipe. Minimum trench width shall be the outside diameter of the pipe plus 18— inches. Final Backfill Final backfill for all RCP installations under and within 5 -feet of pavement shall be B- Barrow for Structure Backfill meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor Density. Final Backfill for all RCP installations greater than 5 —feet from pavement shall be clean fill material free of rocks larger than 6— inches in diameter, frozen lumps of soil, wood or other extraneous material, compacted in 12 —inch maximum lifts to not less than 90% Standard Proctor Density for the entire depth of the excavation. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL d / /\/ \�/ \� / \ \� /\� \� / / \� / /\� 1 • PAVED AREAS) \ 1 � \� /j \� / /� //j S01 L w /j��/ 4 4 PLACEMENT U \\ z w BEDDING INITIAL BACKFILL AREA SPRING LINE OF PIPE I D' i/- HAUNCHING AREA 6,. %/ //\ BEDDING AREA O.D. OF PIPE FOUNDATION 12" \�12„ (REQUIRED IN UNSTABLE SOIL) STORM SEWER r8 TRENCH & PIPE EMBEDMENT DETAIL cao2 CARMEL STC WIT i La r -�1 RIP RAP DETAIL- Final Backfill Final backfill for sanitary sewer mains and sanitarysewer service laterals under and within 5 —feet of pavement shall be B— farrow for Structure Backfill meeting the material requirements of the INOT and shall be compacted in 6 —inch maximum lifts to not less thQ 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6— inches of the excavation below the strt of the aggregate subbase of the pavement shall be No. 53 Stone meeing the material requirements of the INDOT and shall be compacted tonot less than 95% Standard Proctor Density. If the standard practicE of the utility that has jurisdiction over the installation has a more �ringent final backfill requirement, the more stringent requirement shill govern. PIPE SIZE A B UP TO 33" D + 16" I D + 12" 36" AND GREATER D + 24" D + 12" MAX. WIDTH A MIN. WIDTH B (2' -6" MIN.) SEWER AS II PER PLAN = ...... , ....... FINAL BACKFILL I COMPACTED #8 CRUSHED STONE FINISH GRADE INFI— SHIELD "UNIBAND "—" OR APPROVED EQUAL SEAL c PER SPECIFICATIONS -! NEENAH R -1642 A W /SELF SEALING LID (OR EQUAL) STAMPED "SANITARY SEWER" PRECAST CONC. NOTE xQ 2' -0" DIA. RINGS MANHOLE CONFORMS TO ASTM C -478 JOINT CONFORMS TO ASTM C -443 TAPERED CONE SECTION a ..a ------- - - - - -- GRADE I Y GRADE (NEW OR EXISTING) VARIES , I /-(NEW OR EXISTING) - I , I 1 =1 I I =1 I I,; I I = MqX S�oPE = 11 =1 I I =1 11 =1 -I' Q 1 I I MPx 3.: _ 111 ,III op I , 11,1111 = - -- 11 Q o I �XI I - IIII�III — —II1l 111: 1 N Q1 I I, TYPICAL SWALE SEC110N 1 O C802 PLAN VIEW Grooved end on outlet end tongue end on inlet end D r. R- r o Q a Groove (or tongue) to be the some as on standard reinforced concrete pipe ASTM designation C76 CLASS 'A' CONCRETE LONGITUDINAL SECTION Fib TYPICAL UTILITY CROSSING 6 csa2 ob - --4 PIPE CONCRETE CULVERT I END SECTION I COMPUTED LENGTH OF CULVERT PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2" 9" Q Anchor for concrete end sections, see Detail 0 -5 RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS SECTION Y —Y DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) PRECAST CONCF Z — O X 0 Z °' E SECTIONS FZJC3 R 2 APPROX. WEIGHT 12" Wwt 5" 4' -3" 6' -2" cn_JCo w a 10 1 /8" 9" W m w ° w 1511 (16" MAX.) 7" 4' -0" 6' -3" 2' -6" 1.5 �Q�o �r. 1,100 18" 2 1/2" t 4' -1" 6' -2" 3' -0" 1.8 15 1/2" 12" 1,300 BUTYL RUBBER COATING MANHOLE STEPS 11 " AS PER SPECIFICATION 6' -3" 3' -6" GRADE I Y GRADE (NEW OR EXISTING) VARIES , I /-(NEW OR EXISTING) - I , I 1 =1 I I =1 I I,; I I = MqX S�oPE = 11 =1 I I =1 11 =1 -I' Q 1 I I MPx 3.: _ 111 ,III op I , 11,1111 = - -- 11 Q o I �XI I - IIII�III — —II1l 111: 1 N Q1 I I, TYPICAL SWALE SEC110N 1 O C802 PLAN VIEW Grooved end on outlet end tongue end on inlet end D r. R- r o Q a Groove (or tongue) to be the some as on standard reinforced concrete pipe ASTM designation C76 CLASS 'A' CONCRETE LONGITUDINAL SECTION Fib TYPICAL UTILITY CROSSING 6 csa2 ob - --4 PIPE CONCRETE CULVERT I END SECTION I COMPUTED LENGTH OF CULVERT PAY LENGTH END SECTION OF CULVERT LENGTH (D) SLOPE DETAIL 1 1/2" 9" Q Anchor for concrete end sections, see Detail 0 -5 RIP RAP TO BE PLACED ON SIDE SLOPE WHEN CALLED FOR ON PLANS SECTION Y —Y DIMENSIONS OF CONCRETE END SECTIONS FOR ROUND PIPE DIA T (MIN) A C D E K Rl R 2 APPROX. WEIGHT 12" 2" 5" 4' -3" 6' -2" 2' -0" 1.3 10 1 /8" 9" 800 1511 2 1/411 7" 4' -0" 6' -3" 2' -6" 1.5 12 1 /2" 11 1,100 18" 2 1/2" 11" 4' -1" 6' -2" 3' -0" 1.8 15 1/2" 12" 1,300 21 " 2 3/4" 11 " 3' -6" 6' -3" 3' -6" 2.1 16 118" 13" 1,500 24" 3" 1' -0" 2' -8" 6' -3" 4' -0" 2.3 16 3/'6" 14" 1,800 27" 3 1/4" 1' -1 " 2' -5" 6' -3" 4' -6" 2.6 18 1/2" 14 1/ /2 2,100 30" 3 1/2" 1' -2" 1' -10" 6' -3" 1 5' -0" 2.9 18 3/16" 15" 2,400 33" 3 3/4" 1' -3" 3' -6" 8' -3" 5' -6" 3.1 18 1 /2" 17 1/2" 4,100 36" 4" 1' -5" 3' -1" 8' -3" 6' -O" 3.4 23 3/4" 20" 4,200 48„ 51P 2, -0» 2' -2” „ 8'- 2 „ 7 -0 28 1/8" 22" 6,500 * TOLERANCE +/— 1" 1 1/2"r PRECAST CONCRETE END SECTION ' ceoz 4' -0" DIA. .... r___ ALL WITH ;.D.... .a p.. . CONCRETE .... ....... PLAN a.. ... . a'.'.'.'.'.'.'..'. #4 @ 12" EA. WAY ....... . o ° o . ° ° o , o ° o . o ° o . ° ° o . ° ° 0.00 o , c , o . ° ° ° � °o °. °.0 °. °o °'o °o °.0O °o° !�6" MIN. N0. 8 CRUSHED STONE 0 o.o o.o o.° o.o o.o o.o o•° o REQUIRED UNDER MANHOLE BASE FOR LEVELING AND SUPPORT 4' -0" MIN. MANHOLE BASE FOR PRECAST SECTION A —A SANITARY MANHOLE DETAIL CARMEL �12 NORMAL GRADE- 1/4" PER FOOT MIN. -1/8" PER FOOT SEE WYE & LATERAL CAPPING DETAIL USE 6 SEWER PIPE UNLESS OTHERWISE SPECIFIED APPROX. 90'---, LONG RADIUS PLAN VIEW ISOMETRIC PLAN I SECTION A -A DIAMETER AS SPECIFIED f ON PLAN OR SCHEDULE CONNECTION TO MAIN SEWER 2 cao2 COVER & SEAL NOTE: CONTRACTOR SHALL PLACE A 2X4 POST ABOVE PROPOSED GRADE ® END OF EACH LATERAL. POST I I SHALL BE PAINTED GREEN. * BELL HOLES SHALL BE PROVIDED I I AND THE TRENCH PREPARED SO I I USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY OTHERWISE SPECIFIED SUPPORTED THROUGHOUT ITS I I LEN GTH. I I I I I I APPROX 90' I I I I LONG RADIUS CURVE I DIAMETER AS - -- - - --� L— - - - - — — — — — SPECIFIED ON PLANS *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL 3 — C802 2500 psi CONCRETE BOTTOM OF TRENCH \, Perspective View —earth cut away \ 0 To be used when clear distance between pipes is 18" or less, or where noted on the drawings. CONCRETE CRADLE r4--� C802 06 0 Z LO (n J d w a Q LO 0 o- V) C1_ >o w a✓ ��R1 C ROS, �'''' No. 920350."P_�� STATE OF /ONAL �/11►111111��� DATE: 12/14/05/ THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schne'i'der THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: W SHEET NO.: (C a C\2 � E"' CID CD Q z Z W �--� Q z E---I O � � O � � w f� E-1 w DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \C801 SHEET NO.: (C OFFICE OF THE HAMILTON COUNTY SURVEYOR STRUCTURE SIZING TABLE 4 PIPE STRUCTURES STRUCTURES ANGLE AND STEPS CURS CASTING SIZE LESS THAN 48" GREATER THAN QUALITY OF REQUIRED CASTING •3501 TL (INCHES) FROM T/C TO 48" FROM TIC PIPES WILL •R -3503N & TR INVERT TO INVERT REQUIRE (INCHES) SPECD�StGNsicN 12 TO 18 24 X 24 + +• NO YES YES APPROVAL 12 TO 21 30 X 34 + +• DESIGN NO YES YES APPROVAL 18 TO 21 MH /BOX DESIGN YES YES YES APPROVAL 81 TO 27 24 X 38+ OR ••• DESIGN NO NO YES --- - •---- �8 -`X-- fig.------- - - - --• - - - - -- — APPRflV�AL - - -- 12 TO 24 38 X 36 • +• DESIGN NO YES YES APPROVAL C APPROVAL 24 OR LARGER DESIGN +�• DESIGN NO NO YES APPROVAL APPROVAL ±r4 OR LARGER MH /BOX DESIGN YE5 +« YES YES t PIPES NO LARGER THAN 16" CAN BE USED IN THE E' SIRE OF THIS BOX. **INCOMING AND OUT GOING PIPES EFFECT STEPS IN THIS STRUCTURE. ***SPECIAL NOTE. STRUCTURES DEEPER THAN 48" FROM T/C TO INVERT WILL BE A M.H. OR A BOX WITH STEPS UNLESS SPECIAL DESIGN IS APPROVED. SPECIAL NOTE' STRUCTURES WILL BE DESIGNED FOR MrAXIMUM FLOW IN PIPES. SPECIAL NOTE COUNTY MAY REQUIRE STEPS TO BE INSTALLED AFTER STRUCTURE IS SET, TO IMPROVE ACCESS, HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i FED 2002 STANDARD PLAN APPROVED- b D E _ KENTON C D, HAMILTON OUNTY SURVEYOR CAS MANHOLE PIPE PIPE TURNS DIA "F" D1A, "G" 96" 48" GREATER THAN 46 TO 9 2002 STANDARD PLAN APPROVED '' ■ � ' � -�� KENTON G 'WAR A6dILTON COUNT SURVEYOR ATE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED • Z I D -�� KENTON r J `OFFICE OF THE HAMILTON COUNTY SURVEYOR - �" DICPERAS STANDARD MANHOLE SPECIFIED FOR PIPE SIZES 24" THRU 55" - x PRECAST CONCRETE ADJUSTER RINGS IF NON- ASPHALTIC w NEEDED (12 INCHES OF RINGS MAXIMUM). 2h" MASTIC OR DIAMETER' BUTYL RUBBER �--- STANDARD PRECAST MANHOLE CAP OR CONE _SEAL BETWEEN d0INT3 fi" M[NIMUli 4' DIAMETER 5" MINIMUM l it Y i DEB-Nio GUARD 0 DEC 98" 54 "-88" UP TO 80 DEG NON-ASPHALTIC MASTIC 84" 42" GREATER THAN 45 TO 60 DEC OR BUTYL RUBBER 84" 48" TURNS UP TO 415 DEC SEAL BETWEE JOINTS rV0 72" 42 " -48" UP TO 46 DEG 80" 33 " -38" STRAIGHT THRU 80" 24 " -33" GREATER THAN 45 TO BO DEC OVA j FULL HEIGHT MANHOLE STEPS AS SPECIFIED - CONCRETE REDUCER CAP pov NOTE' - MANHOLE CONFORMS TO ASTIR [-478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE -O -RING GASKET. HON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN d0iNT3 V MIN. OVER/ HIGHEST PIPE PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" KITH HON-SHRINK CEMENT GROUT BENCH HALLS AT MININUII • J�ALLS TO OBE CONSTRUCTED ' ' ' ' : • ' TO SPRING LINE OF PEPS. f ' s NO 901 1_11 01 0.11EE/Effi` 8" MIN_ 1 NO ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND REFER OR APPROVED ALTERNATIVE C YfA , HA1riILTON CO NTY SURVEYOR TE ' OFFICE OF THE HAMILTON COUNTY SURVEYOR I I ANCHOR � FOR WEIR OUTLET (STANDARD DRAWING D -14) SIRE PROFILE TOP VIEW 1' ••• -• -• -• • -- - STEEL ALL THREAD . v i' LONG 74" MIN. DIAMETER • - - - ' STEEL NUTS tl. WASHERS I END PROFILE t I STEEL ALL THREAD [IDLY HOOKS 1' LONG X X • .WIDTH OF END SEGTION 1 I ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION • 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD I (DRAWING NOT TO SCALE) ' HAMILTON COUNTY SURVEYOR'S OFFICE r REVISED 1 FED 2002 STANDARD PLAN APPROVED • D- O ry "'' " WASHERS • ,: ' c �' r) , i r ; TOP VlEifi ( • " LAKE OUTLET DETAIL FOR LAKE CROSS - SECTION OPTION 2 ' (DRAwIrZ•C NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED• 1 JAN 2040 STANDARD PLAN APPROVED n _ 1 O KENTON C 1Y D, HAMII,1v ' COUPtTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COYER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PRECAST CONCRETr, ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM) 24" DIAMETER .' . . • ' ' • ' '',••, ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE -, , •f• • -i CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED. .' '•- 6" MINIMUM J •._ � r �I MANHOLE CONFORMS v TO ASTM 478 �O -RING GASKET NON- >~ ..•. ASPHALTIC MASTIC OR `. • 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. ', •1 BCE ASSOCIATES I, LLC `' •• •• ' PREFORMED HOLE TO MAXIMUM ' '•'. ' OF PIPE D.D. •8" WITH BENCH WALLS AT M[NIMULf '•' ; •; NON-9HRINK CEMENT GROUT. Vg" PER FOOT SLOPE BENCH '•'• ' WALLS TO BE CONSTRUCTED '• '' TO SPRING LINE OF PIPE. •;NOTE •. � •'• • •', •.. �. •, .:', STRUCTURES ARE TO BE '•. GROUTED FULLY. TROWELED '•'. • •: •' •' '• SMOOTH AND HRU3fI FINISHED •' ' ' ' � •' ' • r ' REINFORCED BAR PRECAST BASE �:• �r.•f.•� •�:. •�`.• •T' • 04 a 12" ON CENTER OR • •' APPROVED ALTERNATIVE 8" OR 8" PER SECTION ., .,. ,., ., ., •• . 311 MINIMUI{ �M -'-flN h8 MANHOLE v 25S TONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" ' !DRAWING NOT TO SCALE) .HAMILTON COUNTY .SURVEYOR'S OFFICE REVISED- 1 FEB SIDE PROFILE . •'�r n ua• TOP VIEW 6aGT "a► IIN A ron V -bar No of If-bar Bolt "A" 5tzo Size H-bars Size D1a D]m + Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/E 5 0 24 6/8 4 3/4 1/2 7 a 30 ti /B 4 3/4 1/2 7 112 q 38 3/4 4 1 1/2 10 1/2 42 3J4 9 1 3/4 it c. 98 3/4 4 11/2 t o 3/4 18 P' 54 3J4 4 1 ?pipe 3/4 12 ,A 80 3/4 5 11/2 p i p a 3/4 14 i 72 3/4 6 1 Zptpe 3/4 14 `4 04 3/4 8 1 z tpe 3/4 16 12 1/2 3 518 1/2 4 16 1/2 3 5/8 1/2 4 1/2 18 __1J2 5/8 _ 1I2 4_11-2-- 21 1/2 4 6/8 1I2 6 ❑ 24 5/8 4 3/4 1/2 5 O' 27 5/8 ,4 3/4 1/2 5 1/2 � 30 5/e 4 314 1/2 5 112 n 36 3/4 4 i 3/4 8 � 42 3/4 4 1 3/4 8 � 98 3/4 5 I 3/4 B � 54 3J4 6 I'/;!pipe 3/4 8 a v 80 3/4 5 1 pt a 3/4 8 x 66 3J4 6 12ptpe 3/4 13 72 3/4 $ 1 z 1pe 3/4 9 84 3/4 7 1 /2 pipe 3/4 iQ 80 3/4 7 1 zpt e 3/4 14 NOTES 1 BARS & PLATES ARE HOT- ROLLED STEEL 2 BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUISINUM PAINT - 3 BOLTS ARE GALVINIZED • 4 NO REBAR THROUGH PIPES YfILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i JAN 24ao STANDARD PLAN APPROVED D_1? KEN C WA D, HAMILTON COUNTY SURVEYOR DATE - t OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED � HYDROSEEDED & MULCH OR • SEED A S150 BLANKET AS SPECIFIED ` 10' fi' iMI'1) SAFETY LEDGE 1 4 3' (MIN) _ 1 SODDED AREA (CROSS-HATCHED) END SECTION RCP, STOR?d SEWER { � 1 I NORMAL POOL PRECAST END SECTION 2' MAX REQUIRES ANCHOR' SEE ANCHOR DETAIL �••y7� IS Cj' �1 PTIOr;S FOR END SECTIONS' ) -METAL REQUIRES TOE PLATE r�l -PRECAST SHOWN z; - CONCRETE SLOPEWALL GABION RIP-RAF - CONCRETE H$ADP!ALL BLANKET OR NOTCH RIP -RAP INTO P.EtiO MATTRESS SLOPE AS SHOWN OR USE RENO MATTRESS 41 , -• - - - - -- SLOPE'-- - - - - - - - -- - -� -- - �� - - - -- - -- z SLOPE � SODDED AREA °' ti; +' f• �L�' !CROSS- HATCHED) �!•,L� � a ° C"2 I O RCP STORM SEWER z NUTS E, - -1 (: ARDI HA1rStLT6N COUNTY SURVEYOR ATE OFFICE OF THE HAMILTON - COUNTY SURVEY -OR DRAIN MARKER Wiiif; MESH SECURED WITH ADJUSTABLE METAL HAND >e ..0 (1) I z W 0. � �P. C7 rD El I EF—I I I C � f• `• O GROUT Er X "x5" CONCRETE TEE X" CONCRETE TILE NOTE ADAPTER MAY BE REQUIRED FOR fi" "IMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE, - P.EYISED 1 JAN 2000 I STANDARD PLAN 1, A P P R0 w VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: APPROVAL C 2002 STANDARD PLAN APPROVED '' ■ � ' � -�� KENTON G 'WAR A6dILTON COUNT SURVEYOR ATE HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 1 FEB 2002 STANDARD PLAN APPROVED • Z I D -�� KENTON r J `OFFICE OF THE HAMILTON COUNTY SURVEYOR - �" DICPERAS STANDARD MANHOLE SPECIFIED FOR PIPE SIZES 24" THRU 55" - x PRECAST CONCRETE ADJUSTER RINGS IF NON- ASPHALTIC w NEEDED (12 INCHES OF RINGS MAXIMUM). 2h" MASTIC OR DIAMETER' BUTYL RUBBER �--- STANDARD PRECAST MANHOLE CAP OR CONE _SEAL BETWEEN d0INT3 fi" M[NIMUli 4' DIAMETER 5" MINIMUM l it Y i DEB-Nio GUARD 0 DEC 98" 54 "-88" UP TO 80 DEG NON-ASPHALTIC MASTIC 84" 42" GREATER THAN 45 TO 60 DEC OR BUTYL RUBBER 84" 48" TURNS UP TO 415 DEC SEAL BETWEE JOINTS rV0 72" 42 " -48" UP TO 46 DEG 80" 33 " -38" STRAIGHT THRU 80" 24 " -33" GREATER THAN 45 TO BO DEC OVA j FULL HEIGHT MANHOLE STEPS AS SPECIFIED - CONCRETE REDUCER CAP pov NOTE' - MANHOLE CONFORMS TO ASTIR [-478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE -O -RING GASKET. HON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN d0iNT3 V MIN. OVER/ HIGHEST PIPE PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" KITH HON-SHRINK CEMENT GROUT BENCH HALLS AT MININUII • J�ALLS TO OBE CONSTRUCTED ' ' ' ' : • ' TO SPRING LINE OF PEPS. f ' s NO 901 1_11 01 0.11EE/Effi` 8" MIN_ 1 NO ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND REFER OR APPROVED ALTERNATIVE C YfA , HA1riILTON CO NTY SURVEYOR TE ' OFFICE OF THE HAMILTON COUNTY SURVEYOR I I ANCHOR � FOR WEIR OUTLET (STANDARD DRAWING D -14) SIRE PROFILE TOP VIEW 1' ••• -• -• -• • -- - STEEL ALL THREAD . v i' LONG 74" MIN. DIAMETER • - - - ' STEEL NUTS tl. WASHERS I END PROFILE t I STEEL ALL THREAD [IDLY HOOKS 1' LONG X X • .WIDTH OF END SEGTION 1 I ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION • 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD I (DRAWING NOT TO SCALE) ' HAMILTON COUNTY SURVEYOR'S OFFICE r REVISED 1 FED 2002 STANDARD PLAN APPROVED • D- O ry "'' " WASHERS • ,: ' c �' r) , i r ; TOP VlEifi ( • " LAKE OUTLET DETAIL FOR LAKE CROSS - SECTION OPTION 2 ' (DRAwIrZ•C NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED• 1 JAN 2040 STANDARD PLAN APPROVED n _ 1 O KENTON C 1Y D, HAMII,1v ' COUPtTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COYER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PRECAST CONCRETr, ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM) 24" DIAMETER .' . . • ' ' • ' '',••, ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE -, , •f• • -i CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED. .' '•- 6" MINIMUM J •._ � r �I MANHOLE CONFORMS v TO ASTM 478 �O -RING GASKET NON- >~ ..•. ASPHALTIC MASTIC OR `. • 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. ', •1 BCE ASSOCIATES I, LLC `' •• •• ' PREFORMED HOLE TO MAXIMUM ' '•'. ' OF PIPE D.D. •8" WITH BENCH WALLS AT M[NIMULf '•' ; •; NON-9HRINK CEMENT GROUT. Vg" PER FOOT SLOPE BENCH '•'• ' WALLS TO BE CONSTRUCTED '• '' TO SPRING LINE OF PIPE. •;NOTE •. � •'• • •', •.. �. •, .:', STRUCTURES ARE TO BE '•. GROUTED FULLY. TROWELED '•'. • •: •' •' '• SMOOTH AND HRU3fI FINISHED •' ' ' ' � •' ' • r ' REINFORCED BAR PRECAST BASE �:• �r.•f.•� •�:. •�`.• •T' • 04 a 12" ON CENTER OR • •' APPROVED ALTERNATIVE 8" OR 8" PER SECTION ., .,. ,., ., ., •• . 311 MINIMUI{ �M -'-flN h8 MANHOLE v 25S TONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" ' !DRAWING NOT TO SCALE) .HAMILTON COUNTY .SURVEYOR'S OFFICE REVISED- 1 FEB SIDE PROFILE . •'�r n ua• TOP VIEW 6aGT "a► IIN A ron V -bar No of If-bar Bolt "A" 5tzo Size H-bars Size D1a D]m + Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/E 5 0 24 6/8 4 3/4 1/2 7 a 30 ti /B 4 3/4 1/2 7 112 q 38 3/4 4 1 1/2 10 1/2 42 3J4 9 1 3/4 it c. 98 3/4 4 11/2 t o 3/4 18 P' 54 3J4 4 1 ?pipe 3/4 12 ,A 80 3/4 5 11/2 p i p a 3/4 14 i 72 3/4 6 1 Zptpe 3/4 14 `4 04 3/4 8 1 z tpe 3/4 16 12 1/2 3 518 1/2 4 16 1/2 3 5/8 1/2 4 1/2 18 __1J2 5/8 _ 1I2 4_11-2-- 21 1/2 4 6/8 1I2 6 ❑ 24 5/8 4 3/4 1/2 5 O' 27 5/8 ,4 3/4 1/2 5 1/2 � 30 5/e 4 314 1/2 5 112 n 36 3/4 4 i 3/4 8 � 42 3/4 4 1 3/4 8 � 98 3/4 5 I 3/4 B � 54 3J4 6 I'/;!pipe 3/4 8 a v 80 3/4 5 1 pt a 3/4 8 x 66 3J4 6 12ptpe 3/4 13 72 3/4 $ 1 z 1pe 3/4 9 84 3/4 7 1 /2 pipe 3/4 iQ 80 3/4 7 1 zpt e 3/4 14 NOTES 1 BARS & PLATES ARE HOT- ROLLED STEEL 2 BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUISINUM PAINT - 3 BOLTS ARE GALVINIZED • 4 NO REBAR THROUGH PIPES YfILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i JAN 24ao STANDARD PLAN APPROVED D_1? KEN C WA D, HAMILTON COUNTY SURVEYOR DATE - t OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED � HYDROSEEDED & MULCH OR • SEED A S150 BLANKET AS SPECIFIED ` 10' fi' iMI'1) SAFETY LEDGE 1 4 3' (MIN) _ 1 SODDED AREA (CROSS-HATCHED) END SECTION RCP, STOR?d SEWER { � 1 I NORMAL POOL PRECAST END SECTION 2' MAX REQUIRES ANCHOR' SEE ANCHOR DETAIL �••y7� IS Cj' �1 PTIOr;S FOR END SECTIONS' ) -METAL REQUIRES TOE PLATE r�l -PRECAST SHOWN z; - CONCRETE SLOPEWALL GABION RIP-RAF - CONCRETE H$ADP!ALL BLANKET OR NOTCH RIP -RAP INTO P.EtiO MATTRESS SLOPE AS SHOWN OR USE RENO MATTRESS 41 , -• - - - - -- SLOPE'-- - - - - - - - -- - -� -- - �� - - - -- - -- z SLOPE � SODDED AREA °' ti; +' f• �L�' !CROSS- HATCHED) �!•,L� � a ° C"2 I O RCP STORM SEWER z NUTS E, - -1 (: ARDI HA1rStLT6N COUNTY SURVEYOR ATE OFFICE OF THE HAMILTON - COUNTY SURVEY -OR DRAIN MARKER Wiiif; MESH SECURED WITH ADJUSTABLE METAL HAND >e ..0 (1) I z W 0. � �P. C7 rD El I EF—I I I C � f• `• O GROUT Er X "x5" CONCRETE TEE X" CONCRETE TILE NOTE ADAPTER MAY BE REQUIRED FOR fi" "IMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE, - P.EYISED 1 JAN 2000 I STANDARD PLAN 1, A P P R0 w VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: r J `OFFICE OF THE HAMILTON COUNTY SURVEYOR - �" DICPERAS STANDARD MANHOLE SPECIFIED FOR PIPE SIZES 24" THRU 55" - x PRECAST CONCRETE ADJUSTER RINGS IF NON- ASPHALTIC w NEEDED (12 INCHES OF RINGS MAXIMUM). 2h" MASTIC OR DIAMETER' BUTYL RUBBER �--- STANDARD PRECAST MANHOLE CAP OR CONE _SEAL BETWEEN d0INT3 fi" M[NIMUli 4' DIAMETER 5" MINIMUM l it Y i DEB-Nio GUARD 0 DEC 98" 54 "-88" UP TO 80 DEG NON-ASPHALTIC MASTIC 84" 42" GREATER THAN 45 TO 60 DEC OR BUTYL RUBBER 84" 48" TURNS UP TO 415 DEC SEAL BETWEE JOINTS rV0 72" 42 " -48" UP TO 46 DEG 80" 33 " -38" STRAIGHT THRU 80" 24 " -33" GREATER THAN 45 TO BO DEC OVA j FULL HEIGHT MANHOLE STEPS AS SPECIFIED - CONCRETE REDUCER CAP pov NOTE' - MANHOLE CONFORMS TO ASTIR [-478 -NO BRICK OR BLOCK WILL BE ALLOWED IN MANHOLE -O -RING GASKET. HON - ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN d0iNT3 V MIN. OVER/ HIGHEST PIPE PREFORMED HOLE TO MAXIMUM OF PIPE O.D. •8" KITH HON-SHRINK CEMENT GROUT BENCH HALLS AT MININUII • J�ALLS TO OBE CONSTRUCTED ' ' ' ' : • ' TO SPRING LINE OF PEPS. f ' s NO 901 1_11 01 0.11EE/Effi` 8" MIN_ 1 NO ONE COMPLETE UNIT OF PRECAST CONCRETE MANHOLE BASE AND REFER OR APPROVED ALTERNATIVE C YfA , HA1riILTON CO NTY SURVEYOR TE ' OFFICE OF THE HAMILTON COUNTY SURVEYOR I I ANCHOR � FOR WEIR OUTLET (STANDARD DRAWING D -14) SIRE PROFILE TOP VIEW 1' ••• -• -• -• • -- - STEEL ALL THREAD . v i' LONG 74" MIN. DIAMETER • - - - ' STEEL NUTS tl. WASHERS I END PROFILE t I STEEL ALL THREAD [IDLY HOOKS 1' LONG X X • .WIDTH OF END SEGTION 1 I ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION • 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD I (DRAWING NOT TO SCALE) ' HAMILTON COUNTY SURVEYOR'S OFFICE r REVISED 1 FED 2002 STANDARD PLAN APPROVED • D- O ry "'' " WASHERS • ,: ' c �' r) , i r ; TOP VlEifi ( • " LAKE OUTLET DETAIL FOR LAKE CROSS - SECTION OPTION 2 ' (DRAwIrZ•C NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED• 1 JAN 2040 STANDARD PLAN APPROVED n _ 1 O KENTON C 1Y D, HAMII,1v ' COUPtTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COYER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PRECAST CONCRETr, ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM) 24" DIAMETER .' . . • ' ' • ' '',••, ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE -, , •f• • -i CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED. .' '•- 6" MINIMUM J •._ � r �I MANHOLE CONFORMS v TO ASTM 478 �O -RING GASKET NON- >~ ..•. ASPHALTIC MASTIC OR `. • 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. ', •1 BCE ASSOCIATES I, LLC `' •• •• ' PREFORMED HOLE TO MAXIMUM ' '•'. ' OF PIPE D.D. •8" WITH BENCH WALLS AT M[NIMULf '•' ; •; NON-9HRINK CEMENT GROUT. Vg" PER FOOT SLOPE BENCH '•'• ' WALLS TO BE CONSTRUCTED '• '' TO SPRING LINE OF PIPE. •;NOTE •. � •'• • •', •.. �. •, .:', STRUCTURES ARE TO BE '•. GROUTED FULLY. TROWELED '•'. • •: •' •' '• SMOOTH AND HRU3fI FINISHED •' ' ' ' � •' ' • r ' REINFORCED BAR PRECAST BASE �:• �r.•f.•� •�:. •�`.• •T' • 04 a 12" ON CENTER OR • •' APPROVED ALTERNATIVE 8" OR 8" PER SECTION ., .,. ,., ., ., •• . 311 MINIMUI{ �M -'-flN h8 MANHOLE v 25S TONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" ' !DRAWING NOT TO SCALE) .HAMILTON COUNTY .SURVEYOR'S OFFICE REVISED- 1 FEB SIDE PROFILE . •'�r n ua• TOP VIEW 6aGT "a► IIN A ron V -bar No of If-bar Bolt "A" 5tzo Size H-bars Size D1a D]m + Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/E 5 0 24 6/8 4 3/4 1/2 7 a 30 ti /B 4 3/4 1/2 7 112 q 38 3/4 4 1 1/2 10 1/2 42 3J4 9 1 3/4 it c. 98 3/4 4 11/2 t o 3/4 18 P' 54 3J4 4 1 ?pipe 3/4 12 ,A 80 3/4 5 11/2 p i p a 3/4 14 i 72 3/4 6 1 Zptpe 3/4 14 `4 04 3/4 8 1 z tpe 3/4 16 12 1/2 3 518 1/2 4 16 1/2 3 5/8 1/2 4 1/2 18 __1J2 5/8 _ 1I2 4_11-2-- 21 1/2 4 6/8 1I2 6 ❑ 24 5/8 4 3/4 1/2 5 O' 27 5/8 ,4 3/4 1/2 5 1/2 � 30 5/e 4 314 1/2 5 112 n 36 3/4 4 i 3/4 8 � 42 3/4 4 1 3/4 8 � 98 3/4 5 I 3/4 B � 54 3J4 6 I'/;!pipe 3/4 8 a v 80 3/4 5 1 pt a 3/4 8 x 66 3J4 6 12ptpe 3/4 13 72 3/4 $ 1 z 1pe 3/4 9 84 3/4 7 1 /2 pipe 3/4 iQ 80 3/4 7 1 zpt e 3/4 14 NOTES 1 BARS & PLATES ARE HOT- ROLLED STEEL 2 BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUISINUM PAINT - 3 BOLTS ARE GALVINIZED • 4 NO REBAR THROUGH PIPES YfILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i JAN 24ao STANDARD PLAN APPROVED D_1? KEN C WA D, HAMILTON COUNTY SURVEYOR DATE - t OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED � HYDROSEEDED & MULCH OR • SEED A S150 BLANKET AS SPECIFIED ` 10' fi' iMI'1) SAFETY LEDGE 1 4 3' (MIN) _ 1 SODDED AREA (CROSS-HATCHED) END SECTION RCP, STOR?d SEWER { � 1 I NORMAL POOL PRECAST END SECTION 2' MAX REQUIRES ANCHOR' SEE ANCHOR DETAIL �••y7� IS Cj' �1 PTIOr;S FOR END SECTIONS' ) -METAL REQUIRES TOE PLATE r�l -PRECAST SHOWN z; - CONCRETE SLOPEWALL GABION RIP-RAF - CONCRETE H$ADP!ALL BLANKET OR NOTCH RIP -RAP INTO P.EtiO MATTRESS SLOPE AS SHOWN OR USE RENO MATTRESS 41 , -• - - - - -- SLOPE'-- - - - - - - - -- - -� -- - �� - - - -- - -- z SLOPE � SODDED AREA °' ti; +' f• �L�' !CROSS- HATCHED) �!•,L� � a ° C"2 I O RCP STORM SEWER z NUTS E, - -1 (: ARDI HA1rStLT6N COUNTY SURVEYOR ATE OFFICE OF THE HAMILTON - COUNTY SURVEY -OR DRAIN MARKER Wiiif; MESH SECURED WITH ADJUSTABLE METAL HAND >e ..0 (1) I z W 0. � �P. C7 rD El I EF—I I I C � f• `• O GROUT Er X "x5" CONCRETE TEE X" CONCRETE TILE NOTE ADAPTER MAY BE REQUIRED FOR fi" "IMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE, - P.EYISED 1 JAN 2000 I STANDARD PLAN 1, A P P R0 w VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: BASE AND REFER OR APPROVED ALTERNATIVE C YfA , HA1riILTON CO NTY SURVEYOR TE ' OFFICE OF THE HAMILTON COUNTY SURVEYOR I I ANCHOR � FOR WEIR OUTLET (STANDARD DRAWING D -14) SIRE PROFILE TOP VIEW 1' ••• -• -• -• • -- - STEEL ALL THREAD . v i' LONG 74" MIN. DIAMETER • - - - ' STEEL NUTS tl. WASHERS I END PROFILE t I STEEL ALL THREAD [IDLY HOOKS 1' LONG X X • .WIDTH OF END SEGTION 1 I ALLTHREAD SPACING TO BE TWO PER FOOT EX: 12" END SECTION • 2 ALLTHREAD 24" END SECTION 4 ALLTHREAD I (DRAWING NOT TO SCALE) ' HAMILTON COUNTY SURVEYOR'S OFFICE r REVISED 1 FED 2002 STANDARD PLAN APPROVED • D- O ry "'' " WASHERS • ,: ' c �' r) , i r ; TOP VlEifi ( • " LAKE OUTLET DETAIL FOR LAKE CROSS - SECTION OPTION 2 ' (DRAwIrZ•C NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED• 1 JAN 2040 STANDARD PLAN APPROVED n _ 1 O KENTON C 1Y D, HAMII,1v ' COUPtTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR ASTINC FRAME AND COYER AS SPECIFIED NON-ASPHALTIC MASTIC OR BUTYL RUBBER SEAL BETWEEN JOINTS PRECAST CONCRETr, ADJUSTER RINGS IF NEEDED (12 INCHES OF RINGS MAXIMUM) 24" DIAMETER .' . . • ' ' • ' '',••, ECCENTRIC CONE OR REDUCER CAP AS REQUIRED BY SITE -, , •f• • -i CONDITIONS. CONE TOP TO MATCH ADJUSTING RING PROFILE. FULL HEIGHT MANHOLE STEPS AS SPECIFIED. .' '•- 6" MINIMUM J •._ � r �I MANHOLE CONFORMS v TO ASTM 478 �O -RING GASKET NON- >~ ..•. ASPHALTIC MASTIC OR `. • 48" DIAMETER PRECAST BUTYL RUBBER SEAL CONCRETE SECTION AT JOINTS. ', •1 BCE ASSOCIATES I, LLC `' •• •• ' PREFORMED HOLE TO MAXIMUM ' '•'. ' OF PIPE D.D. •8" WITH BENCH WALLS AT M[NIMULf '•' ; •; NON-9HRINK CEMENT GROUT. Vg" PER FOOT SLOPE BENCH '•'• ' WALLS TO BE CONSTRUCTED '• '' TO SPRING LINE OF PIPE. •;NOTE •. � •'• • •', •.. �. •, .:', STRUCTURES ARE TO BE '•. GROUTED FULLY. TROWELED '•'. • •: •' •' '• SMOOTH AND HRU3fI FINISHED •' ' ' ' � •' ' • r ' REINFORCED BAR PRECAST BASE �:• �r.•f.•� •�:. •�`.• •T' • 04 a 12" ON CENTER OR • •' APPROVED ALTERNATIVE 8" OR 8" PER SECTION ., .,. ,., ., ., •• . 311 MINIMUI{ �M -'-flN h8 MANHOLE v 25S TONE STANDARD MANHOLE FOR PIPE SIZES 12" THRU 24" ' !DRAWING NOT TO SCALE) .HAMILTON COUNTY .SURVEYOR'S OFFICE REVISED- 1 FEB SIDE PROFILE . •'�r n ua• TOP VIEW 6aGT "a► IIN A ron V -bar No of If-bar Bolt "A" 5tzo Size H-bars Size D1a D]m + Inches Inches Re 'd Inches Inches Inches 18 1/2 3 5/8 1/E 5 0 24 6/8 4 3/4 1/2 7 a 30 ti /B 4 3/4 1/2 7 112 q 38 3/4 4 1 1/2 10 1/2 42 3J4 9 1 3/4 it c. 98 3/4 4 11/2 t o 3/4 18 P' 54 3J4 4 1 ?pipe 3/4 12 ,A 80 3/4 5 11/2 p i p a 3/4 14 i 72 3/4 6 1 Zptpe 3/4 14 `4 04 3/4 8 1 z tpe 3/4 16 12 1/2 3 518 1/2 4 16 1/2 3 5/8 1/2 4 1/2 18 __1J2 5/8 _ 1I2 4_11-2-- 21 1/2 4 6/8 1I2 6 ❑ 24 5/8 4 3/4 1/2 5 O' 27 5/8 ,4 3/4 1/2 5 1/2 � 30 5/e 4 314 1/2 5 112 n 36 3/4 4 i 3/4 8 � 42 3/4 4 1 3/4 8 � 98 3/4 5 I 3/4 B � 54 3J4 6 I'/;!pipe 3/4 8 a v 80 3/4 5 1 pt a 3/4 8 x 66 3J4 6 12ptpe 3/4 13 72 3/4 $ 1 z 1pe 3/4 9 84 3/4 7 1 /2 pipe 3/4 iQ 80 3/4 7 1 zpt e 3/4 14 NOTES 1 BARS & PLATES ARE HOT- ROLLED STEEL 2 BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUISINUM PAINT - 3 BOLTS ARE GALVINIZED • 4 NO REBAR THROUGH PIPES YfILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i JAN 24ao STANDARD PLAN APPROVED D_1? KEN C WA D, HAMILTON COUNTY SURVEYOR DATE - t OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED � HYDROSEEDED & MULCH OR • SEED A S150 BLANKET AS SPECIFIED ` 10' fi' iMI'1) SAFETY LEDGE 1 4 3' (MIN) _ 1 SODDED AREA (CROSS-HATCHED) END SECTION RCP, STOR?d SEWER { � 1 I NORMAL POOL PRECAST END SECTION 2' MAX REQUIRES ANCHOR' SEE ANCHOR DETAIL �••y7� IS Cj' �1 PTIOr;S FOR END SECTIONS' ) -METAL REQUIRES TOE PLATE r�l -PRECAST SHOWN z; - CONCRETE SLOPEWALL GABION RIP-RAF - CONCRETE H$ADP!ALL BLANKET OR NOTCH RIP -RAP INTO P.EtiO MATTRESS SLOPE AS SHOWN OR USE RENO MATTRESS 41 , -• - - - - -- SLOPE'-- - - - - - - - -- - -� -- - �� - - - -- - -- z SLOPE � SODDED AREA °' ti; +' f• �L�' !CROSS- HATCHED) �!•,L� � a ° C"2 I O RCP STORM SEWER z NUTS E, - -1 (: ARDI HA1rStLT6N COUNTY SURVEYOR ATE OFFICE OF THE HAMILTON - COUNTY SURVEY -OR DRAIN MARKER Wiiif; MESH SECURED WITH ADJUSTABLE METAL HAND >e ..0 (1) I z W 0. � �P. C7 rD El I EF—I I I C � f• `• O GROUT Er X "x5" CONCRETE TEE X" CONCRETE TILE NOTE ADAPTER MAY BE REQUIRED FOR fi" "IMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE, - P.EYISED 1 JAN 2000 I STANDARD PLAN 1, A P P R0 w VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: pipe 3/4 iQ 80 3/4 7 1 zpt e 3/4 14 NOTES 1 BARS & PLATES ARE HOT- ROLLED STEEL 2 BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUISINUM PAINT - 3 BOLTS ARE GALVINIZED • 4 NO REBAR THROUGH PIPES YfILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i JAN 24ao STANDARD PLAN APPROVED D_1? KEN C WA D, HAMILTON COUNTY SURVEYOR DATE - t OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED � HYDROSEEDED & MULCH OR • SEED A S150 BLANKET AS SPECIFIED ` 10' fi' iMI'1) SAFETY LEDGE 1 4 3' (MIN) _ 1 SODDED AREA (CROSS-HATCHED) END SECTION RCP, STOR?d SEWER { � 1 I NORMAL POOL PRECAST END SECTION 2' MAX REQUIRES ANCHOR' SEE ANCHOR DETAIL �••y7� IS Cj' �1 PTIOr;S FOR END SECTIONS' ) -METAL REQUIRES TOE PLATE r�l -PRECAST SHOWN z; - CONCRETE SLOPEWALL GABION RIP-RAF - CONCRETE H$ADP!ALL BLANKET OR NOTCH RIP -RAP INTO P.EtiO MATTRESS SLOPE AS SHOWN OR USE RENO MATTRESS 41 , -• - - - - -- SLOPE'-- - - - - - - - -- - -� -- - �� - - - -- - -- z SLOPE � SODDED AREA °' ti; +' f• �L�' !CROSS- HATCHED) �!•,L� � a ° C"2 I O RCP STORM SEWER z NUTS E, - -1 (: ARDI HA1rStLT6N COUNTY SURVEYOR ATE OFFICE OF THE HAMILTON - COUNTY SURVEY -OR DRAIN MARKER Wiiif; MESH SECURED WITH ADJUSTABLE METAL HAND >e ..0 (1) I z W 0. � �P. C7 rD El I EF—I I I C � f• `• O GROUT Er X "x5" CONCRETE TEE X" CONCRETE TILE NOTE ADAPTER MAY BE REQUIRED FOR fi" "IMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE, - P.EYISED 1 JAN 2000 I STANDARD PLAN 1, A P P R0 w VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: NOTES 1 BARS & PLATES ARE HOT- ROLLED STEEL 2 BARS, PLATES, & PIPEE ARE FINISHED WITH 2 COATS OF ALUISINUM PAINT - 3 BOLTS ARE GALVINIZED • 4 NO REBAR THROUGH PIPES YfILL BE ALLOWED 5 DEBRIS GUARD SHALL BE REMOVABLE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED i JAN 24ao STANDARD PLAN APPROVED D_1? KEN C WA D, HAMILTON COUNTY SURVEYOR DATE - t OFFICE OF THE HAMILTON COUNTY SURVEYOR UNDERWATER DISCHARGE NOT ALLOWED � HYDROSEEDED & MULCH OR • SEED A S150 BLANKET AS SPECIFIED ` 10' fi' iMI'1) SAFETY LEDGE 1 4 3' (MIN) _ 1 SODDED AREA (CROSS-HATCHED) END SECTION RCP, STOR?d SEWER { � 1 I NORMAL POOL PRECAST END SECTION 2' MAX REQUIRES ANCHOR' SEE ANCHOR DETAIL �••y7� IS Cj' �1 PTIOr;S FOR END SECTIONS' ) -METAL REQUIRES TOE PLATE r�l -PRECAST SHOWN z; - CONCRETE SLOPEWALL GABION RIP-RAF - CONCRETE H$ADP!ALL BLANKET OR NOTCH RIP -RAP INTO P.EtiO MATTRESS SLOPE AS SHOWN OR USE RENO MATTRESS 41 , -• - - - - -- SLOPE'-- - - - - - - - -- - -� -- - �� - - - -- - -- z SLOPE � SODDED AREA °' ti; +' f• �L�' !CROSS- HATCHED) �!•,L� � a ° C"2 I O RCP STORM SEWER z NUTS E, - -1 (: ARDI HA1rStLT6N COUNTY SURVEYOR ATE OFFICE OF THE HAMILTON - COUNTY SURVEY -OR DRAIN MARKER Wiiif; MESH SECURED WITH ADJUSTABLE METAL HAND >e ..0 (1) I z W 0. � �P. C7 rD El I EF—I I I C � f• `• O GROUT Er X "x5" CONCRETE TEE X" CONCRETE TILE NOTE ADAPTER MAY BE REQUIRED FOR fi" "IMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE, - P.EYISED 1 JAN 2000 I STANDARD PLAN 1, A P P R0 w VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: OF THE HAMILTON - COUNTY SURVEY -OR DRAIN MARKER Wiiif; MESH SECURED WITH ADJUSTABLE METAL HAND >e ..0 (1) I z W 0. � �P. C7 rD El I EF—I I I C � f• `• O GROUT Er X "x5" CONCRETE TEE X" CONCRETE TILE NOTE ADAPTER MAY BE REQUIRED FOR fi" "IMP TO "T" BREATHER DETAIL FOR CONCRETE TILE (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE, - P.EYISED 1 JAN 2000 I STANDARD PLAN 1, A P P R0 w VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: VED' T-1 KEN N C WARD, /HAMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEY -OR 1 LAKE CROSS - SECTIONS OPTION 2 IrASE1dENT 15'111N 912.71 100 YEAR = 907.97 -_- 8' F'REESOARD MIN - - " -T - - - -" ] VARIES r" NORMAL POOL :--905.5[ EMERGENCY 4 2' VAX SPILLWAY AT 100 YEAR �K`- -�--►� 8' MIN. 903.50 i4' ti;IK 1 897.50 3 +• USE OUTLET OPTION 2 (D1 ?AWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED 1 JAN 2000 STANDARD PLAN APPROVED _....,�... ^ , D-7 ...,. +. ,•.r mn„t nn7r>,tmv c,.rtivt.vn� DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR FISH LOGO 45EE DETAIL) fl6' 1R162rn7 gyp 9N'[t9mm3 27 7J @'Ifi06rtrn3 3/4' J O � zy 7rr Is�1r•ma1 t S l/V L92.re,1 TYP.— i a - - - DIR= WIN- CF- FLOW -.. _ � ' ' �• �i - -- - , DEPPESSED a a II 3/e• 0r 27 7r U8anm1 2 6 7/t I673mw7 � 2' ISIn,.,] Z 3/4• UBfv, Z6'I6arsn7 - Z'3'[637m.d 7•{te.,�.1 rrP, C 2 1 /2't64nnl 29 3N•t75FinaT 1 � TYP. N T__T r 26 1J8' 1651m,1 _F7 � 27 VA' 102-3 p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: p NOTE: ALL OIMEKSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MEETS AASHTO M -306 PROOF LOAD REQUIREMENTS. MATZrRIALr CAST GRAY IRON ASTM A-48, CLASS 356 FINISi{r NO PAINT WEIGHT, FRAME 211•) GRATE 156' ■ Or oppiroved by Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE CURB INLET CASTING REVISED: 11 /I8 12004 STANDARD PLAN APPROVED CT `S KENTO C WARD, NEENAH 3503, -TL or TR EAST JORDAN 17495--M2 or M1 AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR E. Fjlll�/ 4' h n: (3�2mm] C7 E NO DUMPING a � e � E b6A1N9 TO 1fAT6RMAY O J � ' a N� r E u .ir E ry � r+ IF I57mmI t iv C25mm] 21` [533am] L,25mm3 a �u x � NOTE: ALL OIHE`IS]ONS SHOWN ARE IN ENGLISH AND [METRIC]. ,-, x } FREE iJF£N AAcAI 278 SOUARe' INCHES x E MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 358 '..• � � FIP:ISril NO PAINT � x WEIGHT: tae• M12 n « Or approved by Hamilton County Surveyor's Office (DRAXING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE BEE VE INLET CASTING REVISED uJ181ZDa4 STANDARD PLAN APPROVED CT -I. C3 KENTON C FRU, HAMILTON COUNTY SURVEYOR, DATE A 44Z 1A OFFICE OF THE HAMILTON COUNTY SURVEYOR • NOTES' ' B' STEEL FENCE ("T ") POST EXTENSION TO BE SECURED TO STEEL POST IN 2 LOCATIONS CAP &TAPE TEMPORARY EXTENSION ABOVE GROUND TO BE REMOVED UPON CONNECTION TO HOUSE. ALL MEASUREMENTS TO BE MEASURED FROM BACK OF CURB. EXTENSION SECURED IF EXTENSION IS NOT UTILIZED, IT IS TO BE TO STEEL POST CAPPED BELOW GROUND LEVEL. PROPOSED � LATERAL LOCATIONS SHALL BE STAMPED GRADE 18 ON CURB. (SEE CURB STAMP DETAIL) \j OO •8 WASHED GRAVEL% \ _ OR CLASS "A" WASHED STONE REDUCING T REQUIRED MINIMUM SLOPE 0.30% —{► -� MINIMUM 4" SSD 3„ MIN. 12" MIN. NOTE: 18" MAX. TILE SHALL BE DOUBLE WALL- SMOOTH WALL PERFORATED PLASTIC PIPE. MINIMUM 8" SUB SURFACE DRAIN D -PIPE DIAMETER TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE REVISED: 8 JUN 2005 STANDARD PLAN APPROVED: � �'s as'_ SSD_1 KENTOIf C. WARD, AMILTON COUNTY SURVEYOR DATE NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: NEENAH 4342 EAST JORDAN 6489N OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: OFFICE OF THE HAMILTON COUNTY SURVEYOR ' ' 'CLASS 358' 'ASTM A -48' (4)1' C25mmJ D[A. ANCHOR BELT TYPE 'Ei' RE�5SSE0 POCKETS HOLES ON A 33' C838.'ml OIA, B,C. it ❑❑ � 12) CONCEALED PICKHCLES ob ❑STORM ❑ o 180T�1 APART. PEA I.F -22612 [] [I ❑ [] {] ❑ 2• {S1mm3 RAISED LETTERS FLUSH •? TOP SURFACE OF LID wanE IN usa' S 7/$' C4Bmmt FULL RADIUS 27 5/8' [7 @2mm7 I � T Q Z5 1/8' [Efi4mm7 � ta r � � `,� � 28' t660mm1 y ed r N 1' [2Smm7 33' (83Bmm7 CIA. B.C. �"'"" ANCHOR HOLE CETAIL FULL SCALE 1 '-"" (3) STALKING LUGS 2' I51mm7 LDri{i % � 1' (25mm7 WIDE � 24 1 /8' [o`13mm7 s t' {26mm7 ZB i/2'C724mm7 l /2' {13mm) ) 1 38 T/0' L93SmmS PICKHOLE CETAIL � WARTER SCALE hOTF� ALL pCf+EH91C1lB ARE SH61rN Of E?d15H A141 4+ETBtci. NATEAIAL, CAST MAY 1Fa�1 A9Tif A- 4ZI,CLASS � FtNlii4 HOT PAIHTE:1 I.'EtGNTi FEtalrE • l6�•,LIO • 1rt• " Or approved by Hamilton County Surveyor's Office (DRAWINC NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE MANHOL SOLID I) CASTING REVISED' 11/18/2004 STANDARD PLAN APPROVED• � CT-1 NEENAH 1642 or 1772 EAST JORDAN 1045 r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: r' KENT , C. WARD, AMILTON COUNTY SURVEYOR DATE OFFICE OF THE HAMILTON COUNTY SURVEYOR a 24 1I8' isa "13mm7 Io CIA m 23 2111VII110,01 1 /2' P AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: AD. I � [13mm1 l' CZ5mml 3/4' {19mM7 HAD. za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: za vi` [5rlmm7 N 26' L635msnl � 96 7/15' C920mm7 1' {25mm7 RAD. 23 1/8' [567mm7 S 1 /r' 16 1/8'[410mm7 C10rd"J (76m m7 11T[13mm7 if jf to 3' T - i/r [I3mml --} m Ci /.i I n�' (emus m 11/4* 02mm7 �! i s/6• {41m�1 3 °�° 1 5/16' TYP. --1 1.1/16' 6 � ci t� 5 3 /P(t16mm7 l2a i /2' I621ma•7 � � ---•t- F� ----- -� 9 3 /4'IG23mm) •+ T 35 7 A6' 1;980mm3 a a o a o a In rR F1 F1 F1 rl i5 N �aQa aao� co 11/8, TYP. l' TYP. M REFER TO SHEET CT -6 NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLCSH AND tKI&CI. MATERIALr CAST CRAY IRON ASIN A -48. CLASS M F1111% N3 RUNT SLEIGHT/ APPROI(.167• • Or approved ty Hamilton County Surveyor's Office (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEYOR'S OFFICE FRAME W / 4 SIDED SEAT REVISED 11/18/2004 STANDARD PLAN APPROVED' CT-4 KENTON W .HAMILTON COUNTY SURY&OR DATE NEENAH 3010 EAST JORDAN 7010 OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: OFFICE OF THE HAMILTOV COUNTY SURVEYOR NO RAISED 1 /16'I2mmi tN6EAT AREA flEGE55E0 1/5, Dom) RAISED IJB' E3mm3 i/Z• [lanml MIC,iI RA1SEfl LETTERS -SEE lx,D DETAIL � I3UJiP NC DRAWS TO TA78. TSAY DUMPING nv_ AAINS t0 TATBRTAY � 3!B'tle1nn.3HIGH � RAISED LETTERS " 12'I786mm1 � LOLO )JCTAIL N ' z4'[ @lemml 20 1!2'I521na] 11 /r HAD. 4 7/8' I3@nml G24rae] 1 . � n39 m1 — -- - - -- - - - -- - - • • :�- - - - - � � —311'- - - - `• •�•- -• L19n+n7 11 /11iEl7r.n3 fU16'C17I 3 � �urtllmal 7/8'[22aetrl I718`t4tlmm7 7!1!'l27�sw3 7A 311' I521rae3 REFER TO SHEET CT -4 NOTF.r ALL DIMENSIONS SHOWN ARE IN ENGLISH ANO [METRIC] MATf:RtAL► CAST !;RAY IRON ASTM A -48. CLASS 35B FINISH► NO PAINT WEIGHT! 820 • Or approved by Hamilton County Surveyor's Ofitoa (DRAWING NOT TO SCALE) HAMILTON COUNTY SURVEY'OR'S OFFICE 1� /z" R I U S OPEN CURB BOX REVISED 11118)2 °04 STANDARD PLAN APPROVED �,�, KENTO C. i4rAR • HAMILTON COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: COUNTY SURVEYOR DATE NEENAH 3010 EAST JORDAid 7010 ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: ri I 0 w 0 I D C/1 Cn 0 lCj Ind �O No. 920350) 10 •- STATE OF 70NA� DATE: 12/14/05, THIS DRAWING AND THE IDEA,6, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) c THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering U W a rZ z � Z CD CD w a W � w Q w DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: DATE08 01 05 PROJECT 5076.002 DRAWN B CHECKED DRP JCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: R: \5K \5076 \002 \DWGS \[803 IMAGE: R: \5k \5076 \002 \DWGS \C803.TIF SHEET NO.: Soils Legend & Descriptions: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites, The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. MmB2 - Miami Silt Loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are moderate potential frost action, moderate shrink -swell potential, moderate permeability and low strength. In addition, erosion is a hazard during construction. This soil is suitable for building sites, but slope, clayey texture, shrinking and swelling, and low strength are moderate limitations that need to be overcome. This soil has severe limitations for local roads and streets because of low strength. The base material for roads and streets should be replaced or strengthened with suitable material. Recommendations and methods to overcame soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements on this site. 6' HIGH, 12' WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" COMPACTED EMBANKMENT MATERIAL TYP. \ 2' -0" MIN RIP] a SCALE: V- -2000' CURB INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" MIN GROUND SURFACE 3:1 OR FLATTER SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4 AT THE END OF CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED SEEDING • o \ X\\ ° o ° ° ° o° O. 0. 0 o 0 0 PUBLIC ROAD ° °'° °°'° ° °'° °. ° °O. ° ° °. ° ° °. 50' (MIN) o ° O,° o O, o° O, o -0 a o p ° O , ° ° O . o ° O • ° o ° • ° o ° � ° o ° , ° o O °O.O °O.O °O•p °O •p °O.O° 0 0, o O, o o O, o o°, o o O, o o° O• o O• o° ° O. O° O• O° O• O° O• O o 0, o o O, o° O, o o °, o 0 \ O op °O • p °O • p °O • O °O • O °O • O °D Q °O • O °O . O °O . O ° • O ° O • O ° O • ° O • ° ° O • ° ° O • ° ° O • ° • O o O , o o O , o o O , o 0 • o ° °•. °o. o• o. ° o.o ° O a ° O ° °° ° . O ° ° O .0 ° 0.0 ° o ° o O o .o °O °O °O °O ° ° °, o: ° °° - °• °!c eG,c o °O• °O,o °O.O °O.° °O.O °O.0° 0. 0. o o ° -0'0 , o o ° , • °.° 0 0 .0. O 00 ° ° O . ° ° ° . ° ° ° . ° ° O . ° ° ° :o •° o o O 0.0,0-0,0., -0 e o° 6» (MIN) ° ° °. ° °°•° °°•° °° °° • O . o •U:° O °° . ° °O • O o:° 2 " -3" COARSE ° =° 12' (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL SILT FENCE WITH ADDITIONAL SUPPORT STAKES 0 2' O.C. MAX. OR CULVERT INLET PROTECTION AT END SECTION OR CULVERT 3 I l iil� �\-6" MIN. TURN DOWN OF AT AN APPROVED WASTE SITE. � II EROSION CONTROL BLANKET 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND /= (NORTH AMERICAN GREEN MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. /��,,, - S -75 OR EQUAL) � - EXISTING GRADE / =11 CONCRETE WASHOUT DETAIL CROSSBARS DRAINAGE NCOV RR 2411 lu` W LATHS N i i SILT FENCE MATERIAL / SILT FENCE EXTENDS � 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE EROSION CONTROL MATTING DETAIL SILT FENCE X x 1 1G' i TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE DRAWN BY: use mulch. INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED if mulch is applied. ** PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED ESTABLISHMENT OF VEGATATIVE GROUND COVER. �-� PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS MI PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED RIP] a SCALE: V- -2000' CURB INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE 15'x15' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12" MIN GROUND SURFACE 3:1 OR FLATTER SIDE SLOPES NOTES: 1. CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4 AT THE END OF CONSTRUCTION ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED SEEDING • o \ X\\ ° o ° ° ° o° O. 0. 0 o 0 0 PUBLIC ROAD ° °'° °°'° ° °'° °. ° °O. ° ° °. ° ° °. 50' (MIN) o ° O,° o O, o° O, o -0 a o p ° O , ° ° O . o ° O • ° o ° • ° o ° � ° o ° , ° o O °O.O °O.O °O•p °O •p °O.O° 0 0, o O, o o O, o o°, o o O, o o° O• o O• o° ° O. O° O• O° O• O° O• O o 0, o o O, o° O, o o °, o 0 \ O op °O • p °O • p °O • O °O • O °O • O °D Q °O • O °O . O °O . O ° • O ° O • O ° O • ° O • ° ° O • ° ° O • ° ° O • ° • O o O , o o O , o o O , o 0 • o ° °•. °o. o• o. ° o.o ° O a ° O ° °° ° . O ° ° O .0 ° 0.0 ° o ° o O o .o °O °O °O °O ° ° °, o: ° °° - °• °!c eG,c o °O• °O,o °O.O °O.° °O.O °O.0° 0. 0. o o ° -0'0 , o o ° , • °.° 0 0 .0. O 00 ° ° O . ° ° ° . ° ° ° . ° ° O . ° ° ° :o •° o o O 0.0,0-0,0., -0 e o° 6» (MIN) ° ° °. ° °°•° °°•° °° °° • O . o •U:° O °° . ° °O • O o:° 2 " -3" COARSE ° =° 12' (MIN) AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL SILT FENCE WITH ADDITIONAL SUPPORT STAKES 0 2' O.C. MAX. OR CULVERT INLET PROTECTION AT END SECTION OR CULVERT 3 I l iil� �\-6" MIN. TURN DOWN OF AT AN APPROVED WASTE SITE. � II EROSION CONTROL BLANKET 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND /= (NORTH AMERICAN GREEN MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. /��,,, - S -75 OR EQUAL) � - EXISTING GRADE / =11 CONCRETE WASHOUT DETAIL CROSSBARS DRAINAGE NCOV RR 2411 lu` W LATHS N i i SILT FENCE MATERIAL / SILT FENCE EXTENDS � 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE EROSION CONTROL MATTING DETAIL SILT FENCE X x 1 1G' i TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE DRAWN BY: use mulch. INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED if mulch is applied. ** PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED ESTABLISHMENT OF VEGATATIVE GROUND COVER. �-� PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED � U AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED A B C 3' 1 1 1/2' 1 3' 1 1 /2' 3' x X.'.'.'.'.'.X.'.' .. •.• •••...•.••••.•.• N .'.•.':' .'.'.'.'.''..'.'.'.':'.'.'.�.'. X ...x.'.'.'.'. x'.'. 1 STAPLE PER SO. YD. 1 -1/2 STAPLES PER SQ. YD. 2 STAPLES PER SO. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 Seedbed Preparation Apply lime to raise he pH to the level needed for species being seeded. Apply 23 poundsof 12 -12 -12 analysis fertilizer (or equivalent) per 1000 sq. ft. (approximatly 1000 pounds per acre) or fertilize according to test. Application of 150 Ib. of ammonium nitrate on areas low in organic matter and fertility will gretly enhance vegetative growth. Work the fertilizer and lime into the soil to a depth of 2 -3 inches with a harrow, disk or rake coerated across the slope as much as possible. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding iates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 bis sheet before final selection. Figure 5 -2: Fermanent Seed Mixtures Species Seeding Rcte Suitable pH Site Suitability* lbs/acre bs /1000 well sq ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch'** 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. ONE FOOT THICK STONE 6" RIP -RAP 5' FACE OF No. 5 STONE 2:1 SLOPE 2:1 SLOPE SEDIMENT TRAP �!- RISER, SEE DETAIL REQUIRED DUE TO DEPTH OF FLOW. ® x X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:1 3:1 2.1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, 51APLE PATTERN _U• 5HOULD BE UTIULED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF 'THE SCC225 SHOULD BE OVERLAPPED 2 ". 3 THE BLANKET SHOULD NOT BE o RC OL STRETCHED BUT ALLOWED TO LAY - OF LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. 71 ROLL BLANKETS OUT IN DIRECTION r nF WATFR Fl nw L� IN HIGH VELOCITY CHANNEL APPLICATIONS, EVERYCHECK SLOTS SHOULD BE ESTABLISHED 35 - 40'. THE SLOTS SHOULD BE 6" WIDE BY 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. ELEVATION 90 5.2J SECTION A -A 12" 5' o��o 0 MIN. . I la --------- - - - - -- 6" PERFORATED HDPE SILT BASIN RISER DETAIL 10' 20' 5' A 6" RIP -RAP WITH TOP OF BANK 911.5 No. 5 STONE FACE STONE ELEVATION 910.0 COMPACTED SUB -GRADE (TYP.) POLYFELT TS650 OR EQUAL UNDER STONE SEDIMENT TRAP RISER ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN' ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6' APART ON THE END OF THE BLANKET. 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6° IN A 'SHINGLE EFFECT". PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, FER11UZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. EROSION BLANKET INSTALLATION Temporary Seeding and Stablization Dates ����■���WW 01 / / %1rzAE Wheat or Rye Oats Annual Ryegrass Permanent Seeding Do Non - Irrigated* Irrigated Dormant Seeding ** * Not necessary where mulch is applied. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly No. 5 STONE TO WITHIN will be accepted. 12" OF TOP OF RISER BOTTOM OF SEDIMENT TRAP Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi 6 "x6" TEE. CAP & SEAL UPSTREAM END OF TEE UV Resistance ........................... ............................... > 70 ALIGN TEE WITH A.O.S ................. ..................... 50 -80 FACE OF STONE DAM -TOP OF BANK 911.5 20' 3:1 SLOPES 3:1 SLOPES (MAX.) (TYP.) 20' WIDE SPILLWAY �- SUB -GRADE ELEVATION 905.2 ® ELEVATION 910.5 SEE PLAN SILT BASIN OUTLET j�2 WITH RISER DETAIL Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 i-- Stakes @ 5' O.C. Silt Fence Mat( Fence Post Fence Post Should be Buried 1' Below Ground Surface Ground Surface Ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS DROP INLET PROTECTION REAR YARD DRAINAGE SWALE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PERIMETER PROTECTION: SILT FENCE 0 0 0 0 0 0 o g PROPERTY LINE/ 0 DRAINAGE SWALE DROP INLET PROTECTION 0 -- SILT FENCE SUBSOIL TOPSOIL STOCKPILE a ° FINISHED DRAINAGE I SOIL SALVAGE AND STOCKPILE o UTILIZATION EXISTING DRAINAGE 0 PERMANENT SEEDING TREE CONSERVATION CURB INLET Ps g LA PROTECTION AREA TO BE TOPSOILED. SEEDED AND MULWED BY OWNER AT COMP.ETION GRAVEL ENTRANCE/ OF CONSTRUCTION ftP.). • EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: Ps 1. The individual lot operator, whether owning the property or acting as the agent of HOUSE \ the property owner, shall be responsible for erosion and sediment control \ requirements associated with activities on individual lots. 2. Temporary seeded areas established by the developer shall be maintained by the \ GARAGE homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the __ SIDE YARD house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" - DRaiNAGE SWALE thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, o mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control ecl� Ps measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation . (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be CONCRETE SDEWALK redistributed or disposed of in a manner that is in compliance with all applicable :'; statutes and rules. o e o o e e 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. EXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE S. When time is appropriate , and os soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet CURB NLET PROTECTION STREET until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabilization; or SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has ONE- OR TWO- FAMILY Dlh'ELLING UNDER CONSTRUCTION informed the homeowner of the requirement for, and benefits of, final SCALE NONE stabilization. w Q z U w 0 o_ w a_ J Q I- w 0 z 0 T- U W N z W a W U z W Ln 0 �r- cii.Z7 Z N o� U5 a- 5; 0-1 w ° GO S� No. 920350 )1:1: STATE OF /NDIAO - /0NAL E�G�`• ''��fllllllllll��\ DATE: 12/14/05ir THIS DRAWING AND THE IDEA)I DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005), - i = I Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephon 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering Irrigation needed during this period. To control 08/01/05 erosion at times other than in the shaded areas, DRAWN BY: use mulch. * Late summer seeding dates may be extended 5 days SHEET TITLE: if mulch is applied. ** Increase seeding application by 50%. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE Z a ESTABLISHMENT OF VEGATATIVE GROUND COVER. �-� FIGURE 5 -3 - Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye - - 3.5 lbs. 2 bu. Cover seed 1" to - 1 1/2" deep Spring Oats - 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied. SILT FENCE Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly No. 5 STONE TO WITHIN will be accepted. 12" OF TOP OF RISER BOTTOM OF SEDIMENT TRAP Fabric Weight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi 6 "x6" TEE. CAP & SEAL UPSTREAM END OF TEE UV Resistance ........................... ............................... > 70 ALIGN TEE WITH A.O.S ................. ..................... 50 -80 FACE OF STONE DAM -TOP OF BANK 911.5 20' 3:1 SLOPES 3:1 SLOPES (MAX.) (TYP.) 20' WIDE SPILLWAY �- SUB -GRADE ELEVATION 905.2 ® ELEVATION 910.5 SEE PLAN SILT BASIN OUTLET j�2 WITH RISER DETAIL Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 i-- Stakes @ 5' O.C. Silt Fence Mat( Fence Post Fence Post Should be Buried 1' Below Ground Surface Ground Surface Ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS DROP INLET PROTECTION REAR YARD DRAINAGE SWALE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PERIMETER PROTECTION: SILT FENCE 0 0 0 0 0 0 o g PROPERTY LINE/ 0 DRAINAGE SWALE DROP INLET PROTECTION 0 -- SILT FENCE SUBSOIL TOPSOIL STOCKPILE a ° FINISHED DRAINAGE I SOIL SALVAGE AND STOCKPILE o UTILIZATION EXISTING DRAINAGE 0 PERMANENT SEEDING TREE CONSERVATION CURB INLET Ps g LA PROTECTION AREA TO BE TOPSOILED. SEEDED AND MULWED BY OWNER AT COMP.ETION GRAVEL ENTRANCE/ OF CONSTRUCTION ftP.). • EXIT PAD PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: Ps 1. The individual lot operator, whether owning the property or acting as the agent of HOUSE \ the property owner, shall be responsible for erosion and sediment control \ requirements associated with activities on individual lots. 2. Temporary seeded areas established by the developer shall be maintained by the \ GARAGE homebuilder and his sub - contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the __ SIDE YARD house /site to the street /alley shall be installed, consisting of Number 2 Stone, 6" - DRaiNAGE SWALE thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and placed in a stable area. Water shall not be used to flush silt, o mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control ecl� Ps measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation . (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk clearing of sediment shall not include flushing the area with water. Cleared sediment must be CONCRETE SDEWALK redistributed or disposed of in a manner that is in compliance with all applicable :'; statutes and rules. o e o o e e 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. EXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE S. When time is appropriate , and os soon as possible, roof down spout extenders of a non - perforated drain tile should be extended to the street or other solid outlet CURB NLET PROTECTION STREET until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabilization; or SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has ONE- OR TWO- FAMILY Dlh'ELLING UNDER CONSTRUCTION informed the homeowner of the requirement for, and benefits of, final SCALE NONE stabilization. w Q z U w 0 o_ w a_ J Q I- w 0 z 0 T- U W N z W a W U z W Ln 0 �r- cii.Z7 Z N o� U5 a- 5; 0-1 w ° GO S� No. 920350 )1:1: STATE OF /NDIAO - /0NAL E�G�`• ''��fllllllllll��\ DATE: 12/14/05ir THIS DRAWING AND THE IDEA)I DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT To BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005), - i = I Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephon 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED PRC JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS W SHEET NO.: (D04 Z a �-� C) Z w Z W a.4 W WU U � U 11 --i W Q Q W Ems DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED PRC JCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: R:5K \5076 \002 \DWGS \C804 SHEET NO.: (D04 In L) Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsitt use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Meke sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construetion debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection Storage. and Disposal Littering on the project site should be prohibited. to prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should) not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT Thn following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERAl1oNS Description and Purpose Dewatering operations ore practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Boo Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Lincolnshire Section 2 Name of Trained Individual: 1_ 1L'.. f-..,.I....L:..., +..�i... n rnin ;nll Vne Date of Inspection: Kln If vac rinfa fha rein ctnnnPri- Inches .. ...,, No. �........ .. .........I _ . _...._.. PROBLEM or CONCERN YES ADDITIONAL STORMWATER POLLUTION PREVENTION STORMWATER PREVENTION PLAN INDEX POLLUTION PRE Alert Procedures for Spills: 1. Any personnel observing a spill will immediately instigate the following MEASURES VEHICLE & EQUIPMENT MAINTENANCE r:1: procedure: Are all necessary permits attained and special provisions being implemented? a.) Dialing "0" from any telephone. 3. Is a construction entrance installed? Is it effective? Is it enough b.) Notify the appropriate emergency personnel. Description and Purpose Al Plan Index provided below 2. The Emergency Coordinator will then take the following actions: Z _ A2 11 "x17" Plat denoting lot numbers, boundaries and streets is provided separately. a.) Barricade the area allowing no vehicles to enter or leave the Prevent or reduce the contamination of ;stormwater resulting from vehicle and equipment A3 Project Type: 149 lot single family subdivision. " spill zone. maintenance by running a "dry and clean site ". The best option would be to perform _ A4 ° Vicinity Map: Denoted on Sheet C100 Latitude 39'59 30'N, Longitude 86'12 00 E b.) Notify the Indiana Department of Environmental Management, maintenance activities at an offsite faciliity. If this option is not available then work should be A5 and NOI Let Legal Description of Project Site: See attached Secondary Plat and N01 Letter. Office of Emergency Response by calling the appropriate performed in designated areas only, while providing cover for materials stored outside, A6 improvements: Location of all lots and proposed site improvements: See sheet of all lot telephone number: checking for leaks and spills, and containing and cleaning up spills immediately. A7 14 Digit Unit Code: 051site Office 317 - 233 -7745 A8 State or Federal water quality permits: None Toll Free 800- 23nter bitable Applications A9 Specific points where stormwater discharge will leave the site: The majority of at Also the National Response Center at 800- 424 -8802 10. I Diversions swales and/or waterbors are installed to plan and protected? stormwater runoff from the site is directed to new Lake #1 before discharging and provide the following information: These procedures are suitable on all construction projects where an onsite yard area is 11. to the Stutz &Almond Legal Drain. See Site Development Plan Sheet C101 -C102. -Time of observation of necessary for storage and maintenance Hof heavy equipment and vehicles. A10 Location of all wetlands, lakes &water courses on and adjacent to site: None the spill A11 Receiving Waters: Williams Creek - Location of the spill Limitations Al2 Identification (,f potential discharges to groundwater: None known - Identity of material spilled 14. A13 100 Year Floodplains, Floodwoys and Flood Fringes: None - Probable source of the spill Onsite vehicle and equipment maintenance should only be used where it is impractical to A14 Pre- Construction and Post Construction Peak Discharge: - Probable time of the spill send vehicles and equipment offsite for maintenance and repair. Sending vehicles equipment 10 year Pre - Construction Peak Discharge = 34.5 CFS South. - Volume of the spill and duration offsite should be done in conjunction with a Stabilized Construction Entrance /Exit. Outdoor 100 Post Construction Peak Discharge = 13.4 CFS South. - Present and anticipated movement of the spill vehicle or equipment maintenance is a potentially significant source of stormwater pollution. A15 Adjacent Land Use (See stormwater Pollution Prevention Plan -Sheet C103 -C104 for more n - Weather conditions Activities that can contaminate stormwater include engine repair and service, changing or 1 Swales and ditches have been stabilized or protected? information): - Personnel the scene replacement of fluids, and outdoor equipment storage and parking (fluid leaks). 19. North: Agricultural - Action initiated by personnel South: Agricultural c.) Notify the Carmel Fire Department Phone: 9 -1 -1 Implementation East: Residential d.) Notify the Carmel Police Department Phone: 9 -1 -1 Disturbed areas that will lie dormant for 15 days are planned to be protected? West: Agricultural e.) Notify waste recovery contractor, maintenance personnel or other If maintenance must occur onsite, use designated areas, located away from drainage A16 Locations and approximate boundaries of all disturbed areas: See Sheet C103 -C104 contractual personnel as necessary for cleanup. courses. Dedicated maintenance areas should be protected from stormwater runon and _ for locations: f.) Coordinate and monitor cleanu p until the situation has been runoff, and should be located at least 50 ft from downstream drainage facilities an A1; Identification of existing vegetative cover: See stormwater Pollution Prevention Plan - stabilized and all spills have been eliminated. watercourses. A18 Sheet C103 -C104. Soils Map including descriptions and limitations: See sheet C804 for soils map, description g.) Cooperate with the IDEM -OER on procedures and reports involved with the event. Drip pans or absorbent pads should be used during vehicle and equipment maintenance A19 and limitations. Locations, size and dimensions of proposed stormwater systems: See Site Development Plan size an Cleaner Paarneters: 1. The Developer / Homeowners Association shall be continually kept informed, maintain lists work that involves fluids, unless the maintenance work is performed over an impermeable surface in a dedicated maintenance area. A20 Sheets C101-C102 for proposed storm sewer system. Locations, size and dimensions of any proposed off -site construction activities associated qualified fied contractors and available Vac - trucks, tank pumpers and other equipment radily accessible for clean -up operations. In addition, a continually updated list of Place a stockpile of spill cleanup materials where it will be readily accessible. 27. with his project: (None) cvoiloble absorbent materials and clean -up supplies should be kept on site. A21 Locations of Soil Stockpiles: None required. 2. All maintenance personnel will be made aware of techniques for prevention of spills. They All fueling trucks and fueling areas are required to have spiif kits and /or use other spiif A22 _ e Plan Sheets C101 -C102 for existing site Existing site topography. See Site Development g will be informed of the requirements and procedures outlined in this plan. They will be protection devices. topography. kept abreast of current developments or new information on the prevention of spills 30. A23 Proposed final topography. See Site Development Plan Sheets C101 -C102 for proposed site and / or necessary alterations to this plan. Use adsorbent materials on small spills. Remove the absorbent materials promptly and 61 grading and drainage patterns. Description of potential pollutants sources associated with the construction activities: Silt 3. When spills occur which could endanger human life and this becomes rimar concern, e 9 primary discharge of the life saving protection function will be carried out by the local police dispose of properly. and sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel and fire departments. Inspect onsite vehicles and equipment dlaily at startup for leaks, and repair immediately. or oil, brake fluid, brake dust, trash, debris, biological agents found in trash, fertilizers, 4. Absorbent materials, which are used in cleaning up spilled materials, will be disposed of in herbicides, pesticides, acid rain, lime dust and concrete washout. a manner subject to the approval of the Indiana Department of Environmental Keep vehicles and equipment clean; do not allow excessive build -up of oil and grease. B2 Sequencing of stormwater quality implementation relative to land disturbance activities: Management. See Construction Sequencing for Stormwater pollution Prevention notes on sheet C104. 5. Flushing of spilled material with water will not be permitted unless so authorized by the Segregate and recycle wastes, such as greases, used oil or oil filters, antifreeze, cleaning 83 Stable construction entrance locations) and specifications. See stormwater Pollution Indiana Department of Environmental Management. solutions, automotive batteries, hydraulic and transmission fluids. Provide secondary Prevention Plan Sheet C103 -C104 for location and Sheet C804 for construction entrance B14 Monitoring and maintenance guidelines for pollution prevention measures: containment and covers for these materials if stored onsite. details and specifications. Straw Bale Dam Maintenance Requirements B4 Sediment control measures for sheet flow areas: See Stormwater Pollution Prevention I 1. Inspect straw bale dams after each storm event and promptly remove any sediment Train employees and subcontractors in proper maintenance and spill cleanup procedures. Plan Sheet C103 -C104 for locations of sediment control measures and Sheet C804 deposits to insure adequate storage volume for the next rain, taking care construction details and specifications. not to undermine the entrenched bales. Drip pans or plastic sheeting should be placed under all vehicles and equipment pace on B5 measures for concentrated flow areas: See stormwater Pollution Prevention Sediment control m 2. Inspect periodically for deterioration or damage from construction activities and repair docks, barges, or other structures over water bodies when the vehicle or equipment is Plan Sheet C103-C104 for locations of sediment control measures and Sheet C804 immediately. planned to be idle for more than 1 hour. construction details and specifications. 3. After the contributing drainage area has been stabilized, remove all straw bales and B6 Storm sewer inlet protection measures, locations and specifications: See Stormwater sediment deposits, bring the disturbed area to grade and stabilize it. Properly dispose of used oils, fluids, lubricants, and spill cleanup materials. Pollution Prevention Plan Sheet C103 -C104 for locations of inlet protection measures and Silt Fence Maintenance Requirements Sheet C806 construction details and specifications. 1. Inspect the silt fence periodically and after each storm event. Do not place used oil in a dumpster or pour into a storm drain or watercourse. B7 Runoff control measures: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for 2. If fence fabric tears, starts to decompose or in any way becomes ineffective, replace locations of runoff control measures and Sheet C804 construction details and specifications. the affected portion immediately. Properly dispose of or recycle used batteries. B8 Stormwater outlet protection specifications: See Stormwater Pollution Prevention Plan Sheet 3. Remove deposited sediment when it reaches half the height of the fence at it's lowest C103 -C104 for locations of stormwater outlet control measures and Sheet C804 point or is causing the fabric to bulge. Do not bury used tires. construction details and specifications. 4. Take care to avoid undermining the fence during cleanout. B9 Grade stabilization structure locations and specifications: See Stormwater Pollution 5. After the contributing drainage area has been stabilized, remove the fence and sediment Repair leaks of fluids and oil immediately. Prevention Plan Sheet C103 -C104 for locations of grade stabilization control measures deposits, bring the disturbed area to grade and stabilize it. and Sheet C805 construction details and specifications. Temporal Sediment Trap Maintenance Requirements Listed below is further information if you must perform vehicle or equipment B10 Location, dimensions, specifications and construction details of each stormwater quality 1. Inspect temporary sediment traps after each storm event and immediately repair any maintenance onsite. measure: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of erosion and piping holes. various stormwater quality measures and Sheet C804 construction details and 2. Remove sediment when it has accumulated to one -half the design depth. Inspection and Maintenance specifications. 3. Replace spillway gravel facing when clogged. 611 Temporary surface stabilization methods appropriate for each season: See Stormwater 4. Inspect vegetation and re -seed if necessary. Inspect and verify that BMPs are in place prior the commencement of associated activities. Pollution Prevention Plan Sheet C103 -C104 for locations of temporary surface 5. Check the spillway depth periodically to insure a minimum of 1.5 ft depth from the While activities associated with the BMP are undeer r way, inspect weekly to verify continued BMP stabilization measures and Sheet C805 construction details and specifications. lowest point of the settled embankment to highest point of the spillway crest implementation. B12 Permanent surface stabilization specifications: See Stormwater Pollution Prevention Plan and fill any low areas to maintain desired elevation. Sheet C103 -C104 for locations of permanent surface stabilization measures and Sheet 6. Promptly replace any displaced rip -rap, being careful that no stones in the spillway Keep ample supplies of spill cleanup materials onsite. 313 C804 construction details and specifications. Material handling and spill prevention plan: are above design grade. 7. After all disturbed areas have been stabilized, remove the structure and sediment, Maintain waste fluid containers in leak proof condition. -' Purpose: smooth the site to blend with adjoining areas and stabilize it. The intention of this Spill Prevention, Control and Countermeasures (SPCC) is to Sandbag Curb Inlet Barrier Maintenance Requirements Vehicles and equipment should be inspected on each day of use. Leaks should be repaired establish the procedures and equipment required to prevent the discharge of ail 1. Inspect frequently for damage by vehicular traffic and repair if necessary. immediately or the problem vehicle(s) or equipment should be removed from the project site. and hazardous substances in quantities that violate applicable water quality standards, cause a sheen upon or discoloration of the surface of navigable waters 2. Inspect after each storm event. 3. Remove sediment, without flushing, when it reaches half the height of the barrier. Inspect equipment for damaged hoses and leaky gaskets routinely. Repair or replace as or adjoining shorelines, or cause sludge or emulsion to be deposited beneath the 4. Deposit removed sediment where it will not enter storm sewer drains. needed. surface of the water or adjoining shorelines. The Plan also establishes the activities Block and Gravel Curb Inlet Protection Maintenance Requirements 1. After event remove the sediment and replace the gravel, replace the required to mitigate such discharges (i.e., countermeasures) should they occur. each storm geotextile fabric if used. VEHICLE AND EQUIPMENT FUELING Definitions: Pollutant means pollutant of any kind or in any form, including but not limited 2. Periodically remove sediment and tracked -on soil from the street, without flushing, to to sediment, paint, cleaning agents, concrete washout, pesticides, nutrients, trash, reduce the sediment load on the curb inlet protection. 3. Inspect for damage and repair. Keep grates free of debris. Description and Purpose . hydraulic fluids, fuel, oil, petroleum, fuel oil, sludge, oil refuse, and oil mixed periodically 4. After the contributing drainage area has been stabilized, remove the gravel, wire mesh, Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and with wastes other than dredged soil. geotextile fabric and sediment deposits and dispose of them properly. leaks, and reduce or eliminate contamination of stormwater. This can be accomplished by Discharge: Includes but is not limited to, an spilling, leakin , pumping, ourin , emitting, Y 9 P 9 9 Erosion Control Blanket (Surface A pliP) Maintenance Requirements � p 1. During vegetative establishment, inspect after each storm event for any erosion below using offsite facilities, fueling in designated areas only, enclosing or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling emp`.yiing, or dumping. Navigable Waters: the blanket. procedures. Means all waters of the United States that are connected with a navigable stream, 2. If any area(s) shows erosion, pull back that portion of the blanket covering it, re- lake, or sea. [Note: This definition is usually interpreted to mean any wastewater (even normally dry wash or storm sewer) that eventually drains into a seed the area and relay and staple the blanket. 3. After vegetative establishment, check the treated area periodically. Gravel Construction Entrance Maintenance Requirements Limitations . Onsite vehicle and equipment fueling should only be used where it is impractical to send navigable stream]. Temporary 1. Inspect entrance pad and sediment disposal area weekly and after storm events or vehicles and equipment offsite for fueling. Sending vehicles and equipment offsite should Plan Review and Amendments: This Plan shall be reviewed and /or amended, if necessary, whenever there is a heavy use. be done in conjunction with o Stabilized Construction Entrance/ Exit. change in the design of the site, construction, operation, or maintenance which 2. Reshape as needed for drainage and runoff control. 3. Topdress with clean stone as needed. I_plementation materially affects the site's potential for the discharge of regulated material. 4. Immediately remove mud and sediment tracked or washed onto streets by brushing or Prediction of Potential Spills: sweeping. Flushing should only be used if the water is conveyed into a sediment Use offsite fueling stations as much as possible. These businesses are better equipped to 1. Nearest Navigable Water: Williams Creek trap or basin. handle fuel and spills properly. Performing this work offsite can also be economical by Drainage System: A small portion of site sheet drains to north and west, the rest flows via closed storm sewer system into Williams Creek. 5. Repair any broken road pavement immediately. 815 Erosion & sediment control specifications for individual building lots: See Sheet C803 for eliminating the need for a separate fueling area at a site. 3. Possible Spill Sources (During and post construction): Vehicular sources such as - Construction details and specifications for erosion & sediment control on individual building Discourage "topping-off' of fuel tanks. leaking fuel or oil, brake fluid, grease, antifreeze; construction trash and debris, lots. . biological agents found in trash and debris, fertilizers, household items including C1 Description of pollutants and their sources associated with the proposed land use: Silt and Absorbent spill cleanup materials and spill kits should be available in fueling areas and but not limited to cleaning agents, chemicals, paint, herbicides and pesticides. - sediment from exposed soils, leaves, mulch, vehicular sources such as leaking fuel or oil, on fueling trucks, and should be disposed of properly otter use. 4..' Groundwater Contamination: brake fluid, brake dust, grease, antifreeze, metals, rubber fragments, road grit, salts and The facility maintains NO above ground or under ground storage tanks at this site. Therefore, it is felt that there is little or no possibility of post construction sands, construction trash and debris, fertilizers, household items including but not limited to agents, chemicals, paint, miscellaneous home improvement materials, toys, Drip pans o absorbent pads should used during vehicle and equipment fueling, unless in dedicated fueling groundwater contamination. The facility does have city sanitary sewer and city cleaning clothing and animal waste, elevated storm runoff temperatures, acid rain, pesticides and the fueling is performed over an impermeable surface a area. f water. pathogens. Use absorbent materials on small spills. Do not hose down or bury the spill. Remove e C 2 Sequence describing stormwater quality measure implementation: 1. Inspect and maintain all erosion control measures as detailed in the Stormwater adsorbent materials promptly and dispose of properly. Pollution Prevention Measures Maintenance Requirements beginning immediately after Avoid mobile fueling of mobile construction equipment around the site; rather, transport installation and continuing until vegetation has been sufficiently established and all the equipment to designated fueling areas. construction activity is complete. . 2. Remove all individual inlet protection and straw bale dams, silt fences, etc. only after seeding and sufficient vegetative growth has been established in each area to a point Train employees and subcontractors in proper fueling and cleanup procedures. . where sediment /pollutants will not enter the lake(s) or storm sewer system. Dedicated fueling areas should be protected from stormwater runon and runoff, and should be 3. Inspection and maintenance of all common areas and infrastructure improvements is the located at least 50 ft away from downstream drainage facilities and watercourses. Fueling responsibility of the owner /developer or his designee until improvements ore accepted for must be performed on level -grade areas. maintenance by homeowners association or local agencies. Inspection and maintenance of BMP's shall follow time tables set forth in maintenance and operations manual. Protect fueling areas with berms and dikes to prevent runon, runoff, and to contain spills. 4. Inspection and maintenance of individual lots is the responsibility of the home builder or his designee until the homeowner buys and thereby accepts responsibility for the Nozzles used in vehicle and equipment fueling should be equipped with an automatic shutoff individual lot. to control drips. Fueling operations should not be left unattended. C3 Description of proposed post construction stormwater quality measures: Site and facility . design for stormwater quality protection on this site employs a multi -level strategy consisting Federal, state, and local requirements should be observed for any stationary above ground of: 1. Mu Multiple storm water detention ponds that slow storm water runoff to allow suspended storage tanks. solids to settle out as well as normalizing the temperature of storm runoff. Detention Inspection and Maintenance ponds also trap trash and debris for collection as part of maintenance program. Pond depths are designed to prevent resuspention of solids. Vehicles and equipment should be inspected each day of use for leaks. Leaks should be 2. Grass lined rear yards swales at minimum slopes to slow and filter storm runoff and repaired immediately or problem vehicles or equipment should be removed from the project . create infiltration. 3. On going maintenance by developer and homeowners association to insure that sediment, site. trash and pollutants do not enter the drainage system according to the BMP operations Keep ample supplies of spill cleanup materials onsite. and maintenance manual. Immediately clean up spills and properly dispose of contaminated soil and cleanup It is the intent of this plan that the implementation of the above described storm water materials. quality measures be executed in accordance with the enclosed plans and details in order to meet the requirements of Rule 5 storm water quality. SOLID WASTE MANAGEMENT C4 Location, dimensions, specifications and construction details of stormwater quality measures: See Stormwater Pollution Prevention Plan Sheet C103 -C104 for locations of permanent Description and Purpose stormwater quality measures and Sheet C804 construction details and specifications. C5 Description of maintenance guidelines for proposed water quality measures: See attached Solid waste management procedures and practices are designed to prevent or reduce the BMP Operations and Maintenance Manual. discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers, arranging for regular disposal, and training employees and subcontractors. Suitable Applications This BMP is suitable for construction sites where the following wastes are generated or stored: Solid waste generated from trees and shrubs removed during iond clearing, demolition of existing structures (rubble), and building construction Packaging materials including wood, paper, and plastic Scrap or surplus building materials including scrap metals, rubber, plastic, glass pieces and masonry products Domestic wastes including food containers such as beverage cans, coffee cups, paper . bags, plastic wrappers, and cigarettes Construction wastes including brick, mortar, timber, steel and metal scraps, pipe and electrical cuttings, nonhazardous equipment parts, styrofoam and other materials send transport and package construction materials Implementation The following steps will help keep a clean site and reduce stormwater pollution: Select designated waste collection areas onsite. Inform trash- hauling contractors that you will accept only watertight dumpsters for onsitt use. Inspect dumpsters for leaks and repair any dumpster that is not watertight. Provide an adequate number of containers with lids or covers that can be placed over the container to keep rain out or to prevent loss of wastes when it is windy. Plan for additional containers and more frequent pickup during the demolition phase of construction. Collect site trash daily, especially during rainy and windy conditions. Remove this solid waste promptly since erosion and sediment control devices tend to collect litter. Meke sure that toxic liquid wastes (used oils, solvents, and paints) and chemicals (acids, pesticides, additives, curing compounds) are not disposed of in dumpsters designated for construetion debris. Do not hose out dumpsters on the construction site. Leave dumpster cleaning to the trash hauling contractor. Arrange for regular waste collection before containers overflow. Clean up immediately if a container does spill. Make sure that construction waste is collected, removed, and disposed of only at authorized disposal areas. Collection Storage. and Disposal Littering on the project site should be prohibited. to prevent clogging of the storm drainage system, litter and debris removal from drainage grates, trash racks, and ditch lines should be a priority. Trash receptacles should be provided in the contractor's yard, field trailer areas, and at locations where workers congregate for lunch and break periods. Litter from work areas within the construction limits of the project site should be collected and laced in watertight dumpsters at least weekly, regardless of whether the litter was generated by he contractor, the public, or others. Collected litter and debris should) not be placed in or next to drain inlets, stormwater drainage systems, or watercourses. Dumpsters of sufficient size and number should be provided to contain the solid waste generated by the project. Full dumpsters should be removed from the project site and the contents should be disposed of by the trash hauling contractor. Construction debris and waste should be removed from the site biweekly or more frequently as needed. Construction material visible to the public should be stored or stacked in an orderly manner. Stormwater runon should be prevented from contacting stored solid waste through the use of berms, dikes, or other temporary diversion structures or through the use of measures to elevate waste from site surfaces. Solid waste storage areas should be located at least 50 ft from drainage facilities and watercourses and should not be located in areas prone to flooding or ponding. Inspection and Maintenance Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. While activities associated with the BMP are under way, inspect weekly to verify continued BMP implementation. Inspect BMPs subject to non - stormwater discharge daily while non - stormwater discharges occur Inspect construction waste area regularly. Arrange for regular waste collection. CONCRETE WASHOUT Thn following steps will help reduce stormwater pollution from concrete wastes: Discuss the concrete management techniques described in this BMP (such as handling of concrete waste and washout) with the ready -mix concrete supplier before any deliveries are made. Incorporate requirements for concrete waste management into material supplier and subcontractor agreements. Store dry and wet materials under cover, away from drainage areas. Avoid mixing excess amounts of fresh concrete. Perform washout of concrete trucks offsite or in designated areas only. Do not wash out concrete trucks into storm drains, open ditches, streets, or streams. Do not allow excess concrete to be dumped onsite, except in designated areas. For onsite washout: - Locate washout area at least 50 feet from storm drains, open ditches, or water bodies. - Do not allow runoff from this area by constructing a temporary pit or bermed area large enough for liquid and solid waste. - Wash out wastes into the temporary pit where the concrete can set, be broken up, and then disposed properly. - Avoid creating runoff by draining water to a bermed or level area when washing concrete to remove fine particles and expose the aggregate. - Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile or dispose in the trash. DEWATERING AND PUMPING OPERAl1oNS Description and Purpose Dewatering operations ore practices that manage the discharge of pollutants when non - stormwater and accumulated precipitation must be removed from a work location so that construction work may be accomplished. Suitable Applications These practices are implemented for discharges of nonstormwater from construction sites. Non - stormwaters include, but are not limited to, groundwater, water from cofferdams, water diversions, and waters used during construction activities that must be removed from a work area. Practices identified in this section are also appropriate for implementation when managing the removal of accumulated precipitation(stormwater) from depressed areas at a construction site. Limitations Site conditions will dictate design and use of dewatering operations. The controls discussed in this best management practice (BMP) address sediment only. The controls detailed in this BMP only allow for minimal settling time for sediment particles. Use only when site conditions restrict the use of the other control methods. Dewatering operations will require, and must comply with, applicable local permits. Implementation Dewatering discharges must not cause erosion at the discharge point. A variety of methods can be used to treat water during dewatering operations. Several devices are presented below and provide options to achieve sediment removal. The size of particles present in the sediment and Permit or receiving water limitations on sediment are key considerations for selecting sediment treatment option(s); in some cases, the use of multiple devices may be appropriate. Sediment Basin Description: A sediment basin is a temporary basin with a controlled release structure that is formed by excavation or construction of an embankment to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment basins are generally larger than Sediment Traps. Appropriate Applications: Effective for the removal of gravel, sand, silt, some metals that settle out with the sediment, and trash. Implementation: Excavation and construction of related facilities is required. Temporary sediment basins must be fenced if safety is a concern. Outlet protection is required to prevent erosion at the outfall location. Maintenance: Maintenance is required for safety fencing, vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one -half. Sediment Trap Description: A sediment trap is a temporary basin formed by excavation and /or construction of an earthen embankment across a waterway or low drainage area to detain sediment -laden runoff and allow sediment to settle out before discharging. Sediment traps are generally smaller than Sediment Basins. Appropriate Applications: Effective for the removal of large and medium sized particles (sand and gravel) and some metals that settle out with the sediment. Implementation Excavation and construction of related facilities is required. Trap inlets should be located to maximize the travel distance to the trap outlet. Use rock or vegetation to protect the trap outlets against erosion. Maintenance: Maintenance is required for vegetation, embankment, inlet and outfall structures, as well as other features. Removal of sediment is required when the storage volume is reduced by one - third. Gravity Boo Filter Description: A gravity bag filter, also referred to as a dewatering bag, is a square or rectangular bag made of non -woven geotextile fabric that collects sand, silt, and fines. Appropriate Applications: Effective for the removal of sediments (gravel, sand, and silt). Some metals are removed with the sediment. Implementation: Water is pumped into one side of the bag and seeps through the bottom and sides of the bag. A secondary barrier, such as a rock filter bed or straw /hay bale barrier, is placed beneath and beyond the edges of the bag to capture sediments that escape the bag. Maintenance: Inspection of the flow conditions, bag condition, bag capacity, and the secondary barrier is required. Replace the bag when it no longer filters sediment or passes water at a reasonable rate. The bag is disposed of offsite. EVALUATION FOR CONSTRUCTION PROJECTS A trained individual shall perform a written evaluation of the project site. a. By the end of the next business day following each rainfall that exceeds 0.5" b. A minimum of one (1) time per week Project Name: Lincolnshire Section 2 Name of Trained Individual: 1_ 1L'.. f-..,.I....L:..., +..�i... n rnin ;nll Vne Date of Inspection: Kln If vac rinfa fha rein ctnnnPri- Inches .. ...,, No. �........ .. .........I _ . _...._.. PROBLEM or CONCERN YES NO N/A 1. Is the site information posted at the entrance? r:1: 2. Are all necessary permits attained and special provisions being implemented? 3. Is a construction entrance installed? Is it effective? Is it enough O 4. Public and private streets are clean? Z _ 5. Are appropriate ractices installed where stormwater leaves the site? Q Z 6. 1 Silt fence is entrenched into the round? U 1-4 7. 1 Silt fence is upright? Fabric and stakes meet specifications? Fabric is not to torn? W e� U � e� U Terminated to higher round? Property joined at ends? Cn w Q 8. Sediment basins and traps are installed according to the Ian? The pipe or rock spillway is functional? w 9. The earthwork for erosion and sediment control practices is properly graded, seeded and/or mulched? Q 10. I Diversions swales and/or waterbors are installed to plan and protected? H 11. Perimeter practices have adequate capacity and do not need to be cleaned out? W 12. Inlet protection is installed on all functional inlets. not filter fabric under rate 13. Inlet protection is installed so water does not flow under it? 14. The frame, cross-bracing and or stakes are ode uate and meetspecifications? 15. The fabric straw, mulch and/or stone is intact without holes or tears? 16. Catch basin insert protection is installed where required? 17. Sediment has been removed from the practice? 18. 1 Swales and ditches have been stabilized or protected? 19. Stormwater outlets are adequately stabilized? 20. Temporary stabilization of distributed ground has been addressed? 21. Disturbed areas that will lie dormant for 15 days are planned to be protected? 22. All protected dormant areas meet a minimum 70% coverage 23. Growing vegetation has sufficient water and or nutrients to row? 24. Permanent stabilization of disturbed ground is progressing through the project? 25. Final grading and stabilization is progressing on completed areas? 26. I as been ro erl re ared for seeding? 27. 1 Hard or soft ormoring is installed where natural vegetation will erode? 28. 1 Water pumping operations have a protected outlet and discharge water is clear? 29. 1 A designated washout is established for concrete trucks? 30. A dumpster is onsite for trash disposal? 31. Fuel tanks and other toxic materials are safely stored and protected? 32. Smaller construction sites not required to file a separate NOI are corn I ing with the overall Ian? 33, 34. ALL PROBLEMS OR CONCERNS NEED TO BE ADDRESSED WITH A CORRECTIVE ACTION Identify the problem by number and /or provide additional explanation as needed. Developer Representative contacted, name and date: Contractor Representative contacted, name and date: Report Submitted by: Certification Signature: _ Date: Date: Date: Ui M z U W 0 rr Q_ 0 W CIO 5 w W tri <,- O N F U W W C�f� \-, \ \\ �gl CRO /// � � S� �� `.` ,,GISTER�;O �' �. N0. =-'a � = , 920350 �` � STATE OF Q % /,,. - NAB- .`,,\'\ - (?:�)L-11*'47t,__�_ ,..�___ DATE: 12/14/05 THIS DRAWING AND THE IDEA, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering d Z r:1: Q4 lip O Z _ _ V 1 Q Z Q o U 1-4 U W e� U � e� U � F_ - I Cn w Q I-4 w Q H W EARTHWORK 1. SCOPE OF WORK A. Extent: The work required under this section consists of all excavating, filling, rough grading and related items necessary to complete the wok indicated on the drawings and described in the specifications. The Contractor shall notify in writing the owners and the Engineer of any charges, 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 topsail, fill compaction and rough grading of entire site. 2. Excavated material that is suitable may to used for fills. All unsuitable material onj all surplus excavated material not required shall be removed from the site. The location of dump and length of haul shcl 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 requird. Fill obtained from off site shall be of khd and quality as specified for fills herein and the source approved by the Owner. 4. The Contractor shall accept the site as he finds it and shall remove all trash, rubbish and debris from the site prior to starting excavation. B. Work not included: The following items of related work are specified and included in other sections of these specifications: 1. Excavation, grading and backfilling for utility lines 2. Storm drainage systems 3. Sanitary sewer systems 4. Streets and paving 5. Water supply system 2. BENCH MARKS Maintain carefully all bench marks, monuments and other reference points; if disturbed or destroyed, contractor shall contact engineer. 3. REMOVAL OF TREES A. Remove all trees and stumps from area to be occupied by road and surfaced areas. Removal of trees outside these areas shall only be done as noted on drawings or approved by the Owner. B. All brush, stumps, wood and other refuse from the off of the site. Disposal by burning shall not be permitted unless proper permits are obtained (where applicable). The location of on site bury pits shall be designated by the owner or the Engineer. 4. PROTECTION OF TREES A. General Protection: The Contractor shall be responsible for the protection of tops, trunks and roots of existing trees on the project site that are to remain. Existing trees subject to construction damage shall be boxed, fenced or otherwise protected before any work is started; do not stockpile within branch spread. Remove interfering branches without injury to trunks and cover scars with tree paint. 5. HANDLING OF TOPSOIL A. Remove all organic material from the areas to be occupied by buildings, roads, walks and parking areas. Pile and store topsoil at a location where it will not interfere with construction operations. Topsoil shall be reasonably free from subsoil, debris, weeds, grass, stones, ect. B. After completion of site grading and subsurface utility installation, top soil shall be replaced in areas designated on the erosion control 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 is started. 7. SITE GRADING: A. Grades: Contractor shall perform all cutting, filling, compacting of fills and rough grading required to bring entire project area to grade as shown on the drawings. B. Rough Grading: the tolerance for paved areas shall not exceed 0.04 feet plus or minus above the established subgrade. All other areas shall not exceed 0.10 feet plus or minus the established grade. All banks and other breaks in grade shall be rounded at top and bottom. C. Compaction Requirements: 1. All building pad areas shall be compacted to standards specified by local and /or state building codes. 2. For compaction requirements of paved areas, see street specifications. 8. Earth Work Balance The Contractor shall confirm all earthwork quantities prior to start of construction. If 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. TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED MAY 2002 1. Standard specifications of the District and indiums Depur trnemt of Transportation shall apply for all work and materials. Pipe shall be installed in accordance with Section 715. If any conflict between these specifications and 3271AC 3 -6 exist, 3271AC 3 -6 shall supercede. 2. Sanitary sewer pipe shall be PVC in accordance with ASTM D -3034 (S.D.R. 35) and ASTM 2321. PVC pipe shall have grooved bell and gasket. The pipe shall be made of PVC plastic having a cell classification of 12454B. 3. PVC sewer fittings shall conform to the requirements of ASTM D- 3034 -89 specification. Fittings in sizes through 8" shall be molded in one piece with elastomeric joints and minimum socket depths as specified in sections 6.2 and 7.3.2. Fittings 10" and larger shall be molded or fabricated in accordance with section 7.11 with manufacturers standard pipe bells and gaskets. Wall thickness of fittings shall be SDR 26 as defined in section 7.4.1 of specifications. Gaskets for elastomeric joints shall be molded with a minimum cross - sectional area of 0.20 square inches and conform to ASTM F -477 specification. Fittings shall be manufactured by Harco or equal. 4. All sanitary manholes shall be precast concrete manholes in accordance with ASTM C -478 and Section 720. 0 -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 spacing shall be no more than 16- inches. Manholes shall be air tested for leakage in accordance with ASTM C1244 -93, Standard Test Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum) Test. A. Installation and operation of vacuum equipment and indicating devices must be in accordance with manufacturers recommendations and performance specifications which have been provided by the manufacturer and accepted by the Engineer. The vacuum equipment must be capable of testing the entire manhole, including the casting and riser rings. B. With the vacuum tester set in place: 1. Connect the vacuum pump to the outlet port with the valve open. 2. Draw a vacuum of ten (10) inches of Hg. and close the valve. C. Accepted standards for leakage will be established from the elapsed time for a negative pressure change from ten (10) inches to nine (9) inches of mercury. The maximum allowable leakage rate for a four (4) foot diameter manhole must be in accordance with the following: Minimum Elapsed Time for a Manhole Depth Pressure Change of 1 Inch Hg 10 feet or less 60 seconds >10 feet but <15 feet 75 seconds >15 feet but <25 feet 90 seconds For manholes five (5) feet in diameter, add an additional fifteen (15) seconds and for manholes six (6) feet in diameter, add an additional thirty (30) seconds to the time requirements for four (4) foot diameter manholes. For all manholes deeper than twenty -five (25) feet, the Engineer will determine the applicable minimum elapsed time. D. If the manhole fails the test, necessary repairs must be made and the vacuum test and repairs must be repeated until the manhole passes the test. E. If manhole joint sealants are pulled out during the vacuum test, the manhole must be disassembled and the joint sealants replaced. F. Manholes will be subject to visual inspection with all visual leaks being repaired. 5. Butyl rubber coating shall be applied around each manhole joint from 6- inches above to 6- inches below each joint. The appropriate primer shall be applied prior to applying the rubber coating. Inside joints to be filled with precoat plug material. 6. The manhole chimneys, including all riser rings shall be sealed using Infi - Shield Uniband or approved equal. Prior to placement, the top 4- inches of the manhole cone and casting frame shall be cleaned and primed. The Uniband shall extend from 3- inches below the top of the cone section to 2- inches over the flange of the manhole casting frame. 7. The casting elevations are set by plan. However, the castings are to be adjusted in the field by the Engineers representative should a discrepancy occur between plan grade and existing grade. New manhole ring and cover shall be installed to establish grade. Maximum height of adjusting rings shall be 12- inches. 8. Backfill around all structures and all cuts under paved areas with granular material. Trenches opening within 5 -feet of paved roadways shall be backfilled with granular material in accordance with Section 211 or according to Carmel detail requirements in detail 5/C802, whichever is more stringent. Backfill under sidewalks shall be granular, unless the walks are constructed a minimum of 6 months after backfill has been in place. 9. The Contractor shall be responsible for verifying that all state highways, city, and county permits have been obtained by the developer prior to start of construction. 10. The Contractor shall be required to furnish the developer's Engineer with a set of prints, marked in red pencil, showing actual sewer location and invert, to include lateral location, depth and length. Such asbuilt prints must be received by the Engineer before the final contract payment can be authorized. The sanitary sewer laterals and stubs termination shall be indicated on the surface with a metal fence post set immediately above the said termination point. 11. All sanitary sewer lines upon completion will be required to pass a low pressure air test. Said test shall be conducted according to ASTM 1417 -92, and shall be witnessed by an Engineer and a representative of the District. The testing shall be in accordance with Table 1. Add 0.5 psig for each foot of water above the sewer line being tested. 12. Deflection tests shall be performed on all flexible* pipe after the final backfill has been in place at least 30 days. No pipe shall exceed a vertical deflection of 5% deflection test results. ( *The following are considered non - flexible pipes: concrete pipe, ductile iron pipe, and cast iron pipe). The deflection test shall be performed with a nine -point mandrel. Proving rings shall be available. 13. All mandrel testing shall be observed by a professional engineer representative for certification and a representative of the District. 14. The ends of laterals are to be plugged tight with a braced plastic disc or cap capable of withstanding a low pressure air test without leakage. 15. Bedding for flexible pipe shall be No. 8 crushed stone from 6- inches below the pipe to 12- inches above the pipe. Bedding for rigid pipe shall be No. 8 crushed stone from 6- inches below the pipe to the spring line of the pipe and from this point to 12- inches above shall be fill sand or equivalent. Manholes shall be placed on no less than 6- inches of No. 8 crushed stone bedding. 16. Water and sewer line crossings and separations shall be in accordance with 327 IAC 3 -6 -9. 17. Trench shall be opened sufficiently ahead of pipe laying to reveal obstruction, and shall be properly protected and /or barricaded when left unattended. 18. No water shall be permitted to flow into the sanitary 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 in accordance with state and federal laws and regulations (327 IAC 3- 6 -20). Any pipe entering existing sewers shall be plugged with screw type mechanical, braced plug until such time as all tests on the sewers have been completed and the lines have passed all punch lists. 19. All sewer laterals installed by the mainline Contractor shall be bedded the some as the main line sewer. a 20. Forty -eight (48) hours notice shall be given to the District prior to the start of sewer construction. Also, 48 hours notice shall be given prior to doing any testing on the sewer. 21. Manhole castings shall be stamped SANITARY SEWER (Neenah Casting R 1642A or equal) and be self - sealing type. The casting flange shall be 34 inches and the clear opening shall be 24 inches. Waterproof castings shall be Neenah R- 1916 -F1 and stamped SANITARY SEWER. 22. The minimum slope for sewer acceptance by the Clay Township Regional Waste District are: Size of Pipe Minimum Constructed Slope 8 -inch 0.40% 10 -inch 0.28% 12 -inch 0.22% 15 -inch 0.15% 18 -inch 0.12% 23. The Contractor shall provide measurements of the slope of the sewer for each manhole section as construction progresses. Such measurements shall be certified by a Registered Land Surveyor or Engineer and be available on -site for observation by the District's Inspector. No more than three manhole sections can be constructed in advance of such measurements. 24. In the event the Contractor does not meet the minimum slopes, the sewer section and any other affected sewer sections shall be reconstructed to meet such minimum slopes. 25. Laterals are to be traced with a minimum size of 14 gauge wire from the wye to the terminus. The contractor for the building or home will extend the wire from this terminus to the building cleanout adjacent to the building. STORM SEWER SYSTEMS 1. SCOPE OF WORK Minimum Time, min: s H. Curing Concrete - Except as otherwise specified, Time for Longer Length, S Specification Time for Length (L) Shown, min:s STREETS cure all concrete by one of the methods described The work under this section includes all storm ewers, 100 ft in Section 501.17 of the Indiana Department of storm water inlets, and related items, includinc 250 ft Transportation Specifications, latest revision. excavating and backfilling, necessary to comple the 450 ft 4 work shown on the drawings. 1. SCOPE OF WORK I. Bituminous Pavement - Hot asphalt concrete 2. MATERIALS 3:46 The work required under this section includes all pavement shall be as specified in Section 402 and must comply with Section 401.05 of 3:46 3:46 concrete and bituminous paving and related items the Indiana Department of Transportation A. Storm Sewers necessary to complete the work indicated on drawings Specifications latest revisions. Paving will not 5:40 5:40 and described in the specifications, including but not be permitted during unfavorable weather or when 5:40 1. Reinforced concrete sewer pipe shall ccfirm limited to: degrees is 40 temperature de F. and falling. the tem P 9 9• 7:34 to ASTM C -76 latest revision, with joirs conforming to ASTM C -443 latest revis >n. All streets, parking areas in contract limits J. Compacted Aggregate Subbase - the thickness shown 7:34 7:34 Curbs and gutters Sidewalks and concrete slabs, exterior steps on the drawings is the minimum thickness of the 8:52 10:08 11:24 fully compacted subbase. Compaction shall be B. Manholes 2.374 L accomplished by rolling with a smooth wheeled 9:28 9:28 2. MATERIALS roller weighing 8 to 10 tons. Compact to 90% 13:51 1. Precast reinforced concrete manhole sect,ns A. Concrete - Concrete shall be ready -mixed concrete compaction using Standard Testing Procedures. 11:20 and steps shall conform to ASTM C- 4781atest and shall be a mix of proportioned fine and Along curbs, headers and walls and at all placed 11:20 revision. coarse aggregates with Portland cement and water. not accessible to the roller, the aggregate material shall be tamped with mechanical tampers 19:58 2. Casting shall be of uniform quality, free Minimum cement content shall be 6 bags per cubic of concrete and maximum water content shall or with approved hand tampers. 14:10 from blow holes, porosity, hard spots, yard be 5.5 U.S. gallons per sack of cement, including 14:10 14:10 shrinkage distortion or other defects. The_ moisture in the aggregate. Slump for normal 26:42 31:09 shall be smooth and well cleaned by shot - blasting or by some other approved methd. weight concrete shall be a maximum of 4 inches 18 17:00 They shall be coated with asphalt paint and a minimum of 2 inches. the slump of machine less than 1-1/4 17:00 19:13 which shall result in a smooth coating, placed concrete shall be no nor more than 3 inches. Standard test 38:27 44 :52 tough and tenacious when cold, not tacky c- brittle. They shall be gray iron meeting ASTM C -143 shall be used to measure slump. ASTM LAKE LINER SPECIFICATION 19:50 ASTM A -48 latest revision. Compressive strength of concrete at 28 days shall 18:60 26:10 34:54 be 4000 psi. All exterior concrete shall have 52:21 61:00 3. Joints - Manhole sections shall be jointed air entrainment of 5% to 8% by volume per ASTM C It may be necessary to construct a liner to seal the more permeable sandy clays 22:40 with rubber type gaskets. The rubber type -260. Retempering of delivered concrete will not and sand seams which may be present at a shallow depth within the side slope or 34:11 gaskets shall meet ASTM C -443 latest be allowed. Concrete shall be composed of: bottom of the excavation. The contractor shall perform soils analysis tests in the 79:46 revision. 102:33 lake area(s) to determine if the lake(s) will require a liner. In the event that 25:30 88 1. Portland cement - Conforming to ASTM C -150, construction of a liner becomes necessary, Lake Liner specifications have been 43:16 57:41 Type IA or Type IIIA. included below. C. SUBDRAINS 2. Aggregates: Conforming to ASTM C -33 Acceptable liners are as follows: 28:20 1. Perforated plastic pipe subdrauns shall conform to ASTM F -405. 3. Water -Shall be clear and free from . I Natural Clay Liner 53:26 71:13 injurious amounts of oils, acids, alkalies, materials or other deleterious A. Laboratory testing shall be performed on the designated liner material to 3. APPLICATION 142:25 organic substances. determine the optimum liner compaction criteria. Subsequent to determining 31:10 72 25.852 L this compaction criteria, permeability testing shall be performed on remolded A. Permits and Codes - The intent of this section of B. Welded Steel Wire Fabric - Where required for samples, compacted to this standard. Laboratory testing shall be performed 150:43 the specifications is that the contractor's bid on concrete reinforcement shall conform to ASTM A185. at least one (1) month prior to initiating lining activities. 34:00 the work covered herein shall be based upon the 30.788 L 61:17 76:55 drawings and specifications but that the work C. Premoulded Joint Filler -Shall be of non B. The contractor shall identify and retain the engineer - approved liner material 179:29 shall comply with all applicable codes and ai waivers. Contractor regulations as amended by any w - extruding type meeting ASTM D -544 except that for use on sealing the side slopes and bottom of the lake. The optimum shall furnish all bonds necessary get permits premoulded joint filler used in concrete walk natural liner material shall not be used for other portions of site work prior for cuts and connections to y ' inch sewers. construction may be either non - extruding or to verification that adequate resources are available and have been stockpiled. resilient. It is important that the stockpiled soils be stored in as small an area as B. Local Standards - the term "� Standards" as possible to retain natural moisture. The contractor should anticipate that used herein means the standar:: of design and D. Bituminous Pavement Materials All materials additional soil work may be required to bring the liner material to required construction of the respective m. 7-ipal proposed for the construction of f bituminous uniform moisture level. department or utility company. pavements shall comply with the Indiana Department of Transportation specifications, per latest C. A representative of the testing engineer shall be present for inspection of C. Existing Improvements - Maintain in - crating revision. All paving to be done in the same season. the base and side slopes of the lake prior to and during compaction of the condition all active utilities, sewers c,, -i other E. Compacted Aggregate Subbase: Shall be crushed liner materials. drains encountered in the sewer installation. stone or gravel. Crushed gravel shall be a Repair to the satisfaction of the owner any damage 35% crushed material. Chert shall be D. The clay lining material, approved by the testing engineer, shall be to existing active improvements. minimum of limited to a maximum of 8% of the total. Material compacted to a minimum of 12 inches thick on the upper two thirds of P PP shall be free from an excess of flat, elongated, the side slopes and 18 inches on the lower one third. A compacted minimum D. Workmanship - To conform to all local, state and thinly laminated, soft or disintegrated pieces; of 18 to 24 inches approved lining material shall be placed across the base national codes and to be approved by all local and and shall be free from fragments coated with dirt. of the lake. state agencies having jurisdiction. Compacted aggregate shall be graded as follows: E. The clay liner material shall be regularly sampled and tested for E. Trenching -Lay all pipe in open trenches, except SIEVE SIZE % PASSING conformance to the moisture and Atterberg limits established for the when the local authority gives written permission for tunneling. Open the trench sufficient ahead „ approved liner material(s). Field density and moisture testing shall also be of pipeloying to reveal any obstructions. The 1-1/207 11 1 /2 1 performed frequently during construction to establish a correlation between width of the trench shall be the inside pipe 10 1 " 80 -100 density and field permeability. It is imperative that moisture levels be diameter plus 24 inches for 12 inches above the 3/4, 70 -90 maintained over optimum as determined in laboratory testing. Only by pipe. Sheet and brace trench as necessary to 1 55 -80 maintaining this condition will it be possible to approach the zero voids protect workmen and adjacent structures. All 4 #8 25 -50 condition and maximize natural liner capabilities. Off -site sources for clay trenching to comply with Occupational Safety and 12 liner material may be used with approval by the Owner's representative and Health Administration Standards. Keep trenches #30 -30 #200 5 -10 on -site testing engineer. free from water while construction is in progress. Under no circumstances lay pipe or appurtenances 3. APPLICATION F. Compoction of the natural liner shall be performed by equipment operating in standing water. Conduct the discharge from up and down the slope. Engineered natural clay liners shall not be compacted trench dewatering to drains or natural drainage A. Grading - Do any necessary grading in addition to by equipment operating around the slopes on or near the some elevation. channels. that performed in accordance with Earthwork It is important that hydration of the clay liners takes place after installation F. Special Supports - Whenever in the opinion of the Section, to bring subgrades, after final is complete. This is typically accomplished by natural rainfall or by application Engineer the soil at or below the pope grade is compaction, to the required grades and sections of fresh water at the rate of one quarter gallon per square foot for at least unsuitable for supporting sewers and appurtenances for site improvement. 72 hours. This recommended rate of hydration will help prevent shrinkage specified in this section, such special support, and cracking of the clay liner and maintain its integrity. in addition to those shown or specified, shall be B. Preparation of Subgrade - Remove spongy and provided as the Engineer may direct, and the otherwise unsuitable material and replace with 11. Bentonite contract will be adjusted. stable material. No traffic will be allowed on A. Materials and installation method to be reviewed by the testing engineer and prepared subgrade prior to paving. approved by the Engineer. G. Backfilling - for a depth of at least 6 inches C. Compaction of Subgrade - The first 6 inches below III. Synthetic Liner above the springline of the pipe (Initial backfill), the subgrade shall be compacted to at least 100% backfill with granular material, B- borrow or of the maximum dry density as determined by the A. Materials and installation method to be reviewed by the testing engineer and equivilent. Tamp this backfill thoroughly, provisions of AASHO T -99. Water shall be approved by the Engineer. taking care not to disturb the pipe. prevented from standing on the compacted subgrade. For the remaining trench depth, backfill with earth or granular material containing stones or D. Utility Structures - Check for correct elevation rocks not larger than 4 inches. Backfill under of all manhole covers, valve boxes and similar and within 5' of walks, parking areas, driveways structures located within areas to be paved, and and street shall be granular material only - make, or have made, any necessary adjustments in thoroughly compacted by approved methods. such structures. The top 6" of backfill under paved areas shall be compacted No.53 stone. E. Placing Concrete H. Manhole Inverts - Construct manhole flow channels 1. Subgrade - Place concrete only on a moist, of concrete sewer pipe or brick, smoothly finished compacted subgrade or base free from loose and of semi - circular section conforming to the material. Place no concrete on a muddy or inside diameter of the connecting sewers. Make frozen subgrade. changes in size or grade gradually and changes in direction by true curves. Provide such channels 2. Forms - All forms shall be free from warp, for all connecting sewers at each manhole. tight enough to prevent leakage and substantial enough to maintain their shape 1. Subdrains - All subdrains shall be of the size and position without springing or settling, shown on the plans and shall be constructed to the when concrete is placed. Forms shall be grades shown. clean and smooth immediately before concreting. J. Utilities - It shall be the responsibility of each contractor to verify all existing utilities and conditions pertaining to his phase of tlic work. It shall also be the contractors responsibility to contact the owners of the various utilities before work is started. The contractor shall notify in writing the owners or the engineer of any changes, errors or omissions found on these plans or in the field before work is started or resumed. K. Contractor to grout joints inside storm structures where pipes enter or exit and between structure and casting. TABLE 1 MINIMUM SPECIFIED TIME REQUIRED FOR A 1.0 psig DROP FOR SIZE AND LENGTH OF PIPE INDICATED Pipe Diameter In. Minimum Time, min: s Length for Minimum Time, ft Time for Longer Length, S Specification Time for Length (L) Shown, min:s CHECKED BY: PRC JCC SHEET TiTLE: 100 ft 150 ft 200 ft 250 ft 300 ft 350 ft 400 ft 450 ft 4 3:48 597 0.360 L 3:46 3:46 3:46 3:46 3:46 3:46 3:46 3:46 6 5:40 386 0.854 L 5:40 5:40 5:40 5:40 5:40 5:40 5:42 6:24 8 7:34 298 1.520 L 7:34 7:34 7:34 7:34 7:36 8:52 10:08 11:24 10 8:26 239 2.374 L 9:28 9:28 9:28 9:63 11:52 13:51 15:49 17:48 12 11:20 199 3.418 L 11:20 11:20 11:24 14:15 17:05 19:58 22:47 25:38 16 14:10 158 5.342 L 14:10 14:10 17:48 22:15 26:42 31:09 35:36 40:04 18 17:00 133 7.682 L 17:00 19:13 25:38 32:03 38:27 44 :52 51:16 57:41 21 19:50 114 10.470 L 18:60 26:10 34:54 43:37 52:21 61:00 69:48 78:31 24 22:40 89 13.674 L 22:47 34:11 45:34 56:58 68:22 79:46 91:10 102:33 27 25:30 88 17.306 L 28:51 43:16 57:41 72:07 86:32 100:57 115:22 129:48 30 28:20 80 21.388 L 35:37 53:26 71:13 89:02 108:50 124:38 142:25 160:15 33 31:10 72 25.852 L 49:05 64 :38 88:10 107:49 129:18 150:43 172:21 193:53 38 34:00 86 30.788 L 61:17 76:55 102:12 128:12 153:80 179:29 205:07 230:46 3. Placing Concrete - Concrete shall be deposited so as to require as little rehandling as practicable. When concrete is to be placed at an atmospheric temperature of 35 degrees F. or less, paragraph 702.10 of the Indiana Department of Transportation Specifications latest revision shall be followed. F. Concrete Curb 1. Expansion Joints - Shall be 1/2 inch thick premoulded between storm structures & curb. 2. Contraction /Control Joints - Unless otherwise provided, contraction joints shall be sawed or scored joints spaced 10 feet on center, except for intersection radii where joints shall be placed 5' o.c. 3. Finish - Tamp and screed concrete as soon as placed, and fill any honey combed places. Finish square corners to 1/4" radius and other corners to radii shown. G. Concrete Walks and Exterior Steps 1. Slopes - Provide 1/4 inch per foot cross slope. Make adjustments in slopes at walk intersections as necessary to provide proper drainage. 2. Dimensions - Walks and steps shall be one course construction and of widths and details shown on the drawings. 3. Finish - Screed concrete and trowel with a steel trowel to a hard dense surface after surface water has disappeared. Apply medium broom finish and scribe control joints at 5 foot spacing. Provide 1/2" expansion joints where sidewalks intersect, and at a maximum spacing of 48 feet between expansion joints. w M Q z U w 0 CL w cri z 0 Q U U w a Q 0 a LO CD cri z o� in ck:: o w C RoSI�11, '% ,..._ �G1STERF . No. ° 920350 STATE OF '� /IV D(ANP \ �. /4NAL E�G Ode DATE: 12/14/05/. THIS DRAWING AND THE IDEA4, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2005) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www. sch n eidercorp. corn Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 08/01/05 U DRAWN BY: CHECKED BY: PRC JCC SHEET TiTLE: SPECIFICATIONS DRAWING FILES: W SHEET NO.: Q, � O C14 CD W � � W cJ Q E-� w DATE: PROJECT NO.: 08/01/05 5076.002 DRAWN BY: CHECKED BY: PRC JCC SHEET TiTLE: SPECIFICATIONS DRAWING FILES: R: \5K \5076 \002 \DWGS \C901 SHEET NO.: