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HomeMy WebLinkAbout67-96.57M L K J H G F E D rn B rn m cv M Ln Lb rn — 0) a O Z C3 A co U N Cn U 3 O L0 L0 1 1 2 1 3 ROLL CURB INLET ,5 C801 CASTING I R. PIPE SIZE " MAX.) T.C. 1 4 I 5 6 I 7 1 8 I 9 I 10 C MIN 50' RIGHT OF WAY 1a 10' *30' BACK TO BACK 10' 12' 25 26' BACK TO BACK 28 12' 1 48 1 4' 5' 2' 13' 1 60 13' 2' 5'* 4' 1' 7' 11' 1 60 11' 7' CONC. 2' ROLL CURB 1 44 I PROFILE GRADE 2' ROLL CURB CONC. WALK SLOPE 1 /4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN WALK ,�.Y.:: i• i• • _- _ i =� f:. •fi i• i• _• ij• •j•si�• • •fi •3• •ti •3i •�'i . i 'i t : :i :ii':►i •fi •ft ii.•f:i•=ji• 3• i• _. ,• •�• • - �• • • .•• • • •_• • • •ti=•`i =•`ii•`i =.`i!a••i• '�` "'n �_•� PERTAINS TO 30' STREET 1" #11 HAC SURFACE • 3" #9 HAC BINDER EARTH PIPE UNDERDRAIN (TYP) SEE DETAIL 9" #53 COMPACTED STONE BASE *PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 9 C801 50' RIGHT OF WAY g' 32' g' ,' 4' 4' 13' 6' 13' 4' 4' 1' CONC. 2 3 2? ISLAND CONC. WALK 2 WALK 2' CHAIRBACK CURB 2' CHAIRBACK CURB SLOPE 1/4" PER FOOT MIN SLOPE 114" PER FOOT MIN B do GUTTER CASTING NO. R -3010 r ASPHALT \�-- 1" HAC SURFACE 1� 3" HAC BINDER -/ 9" COMPACTED STONE BASE • PREPARED SUBGRADE PER INDIANA DEPARTMENT OF TRANSPORTATION SPECS. No. 207 TYPICAL 131st STREET SECTION jo c8o, EARTH OR SIDEWALK SURFACE //-TOP OF CURB /i CONCRETE CURB /-PAVEMENT ii :•.... : �.: a'' OPENING A t ..'. �'.'....'..'...'.'.'. r.'.'A �... . I I I B IN TA I AILM REQUIRED: ,'•:::�•::::::::::. :::;: •;;;;;:: r:,:,;,:�:,;: • AS DENOTED ON DEVELOPMENT lv.:�....:::: K ' :! : STANDARD REINFORCED CONIC. BASE PLAN • PERFORATED PLASTIC PIPE PER INFOT SPECS # 718 02 DIMENSIONS (INCHES) 4 1/.- A (MAX) B I.D. C MIN 12 36 1a 15 36 1 18 48 25 1 48 28 4 1 48 31 27 1 60 34 30 60 33 1 60 1 41 36 1 60 1 44 42 1 60 OTIM SPECIAL STRAIGHT CURB INLET 16 0801 138813 013013013 000000 13013 13130 \all 0Goo GRADE STORM MANHOLE NEENAH TYPE CASTING :\-, T.C. No. 1772 -A OPENI ::":..• .T�:::. :s :A I I I < I U I I B I •:::.( :::::::. ::'::. STANDARD REINFORCED CONC. BASE STORM MANHOLE DETAIL 0801 #8 WASHED GRAVEL OR APPROVED EQUIVALENT (INDOT STD. SPECS.) • LOT CONNECTIONS ARE TO BE STUBBED AND CAPPED 3' BEYOND BACK OF CURB WITH CURB BRANDED SS. 0 CURB UNDERDRAIN ,3 C801 II ROLL CU RTBfPE CASTING T.C. �\ NO. R- 3501- (TL -TR) ASPHALT I I I I I :. ..:::::::•:.••. r ::::::..:::::::.M':::•::::::•. �. ::. :.: .......... '. 6' 'B' BORROW ROLL CURB INLET 14 \AY I 4 I 5 VAR PIPE SIZE 18' MAX PIPE UNDERDRAIN (TYP) SEE DETAIL 11 1 12 1 13 1 14 1 15 6" 24" 3" OF TOPSOIL 6" 18" EARTH BACKFILL M • a_ N .. • d #53 COMPACTED STONE BASE 4 1/.- ©©W!• [Q�37[�3>•�I 2 W TOP SOIL N 2a O4 r� O I Cn LJ i LOW POINT CO IIIIFTF'ff-TI1♦�11111I Or-Tom TOP OF r Cn CURB N �0 ff-In OTIM STORM MANHOLE DETAIL 0801 #8 WASHED GRAVEL OR APPROVED EQUIVALENT (INDOT STD. SPECS.) • LOT CONNECTIONS ARE TO BE STUBBED AND CAPPED 3' BEYOND BACK OF CURB WITH CURB BRANDED SS. 0 CURB UNDERDRAIN ,3 C801 II ROLL CU RTBfPE CASTING T.C. �\ NO. R- 3501- (TL -TR) ASPHALT I I I I I :. ..:::::::•:.••. r ::::::..:::::::.M':::•::::::•. �. ::. :.: .......... '. 6' 'B' BORROW ROLL CURB INLET 14 \AY I 4 I 5 VAR PIPE SIZE 18' MAX PIPE UNDERDRAIN (TYP) SEE DETAIL 11 1 12 1 13 1 14 1 15 6" 24" 3" OF TOPSOIL 6" 18" EARTH BACKFILL M • a_ N .. • d #53 COMPACTED STONE BASE ••• O•p •• O e ••e O O O•e ••• O•e e'• ••• e•e e.e ••• o•e ••e • e •p•O.p• • o• o•e•Q.p•e.p•..w- ••e- •.•- O•e -f•o O• p•O•p•e• - e• o•e•e•O•••O•e24 "•'O••'••••e•o -O •- •••,o• • •e• •e •p•O•• O•e•O•e•O•p•O.O •i ,p•p,e- e•o- e•e•e,e•O,i ee, e•o•e•1•o�•.p ••e •• • • • • • • • • • • • 2' CONCRETE CHAIRBACK CURB 0 (WTH cu�R) U 3" OF EAR BAC #53 COMPA STONE 6" 24" TOPSOIL 6" 18" TH KFILL N CTED BASE •.p•o.p•o.p•o.p•o.p•o.p�o.p�e.e o.e o.e e•e 4 • 4 ! ! 4 • ! ! ! e 4 ! •e•O•e•O•e•O•e•O • e- O•e•O• 7::: 0: O• 0 o.p•o. •o.p•o.p•o.o•0•024 "••o.p•o . o•o•o•o e• • • • • • • - • e�e •ie -•• • • • • • • • • •i Q•e O• O•e f•• f•• O•e O.• fte e•e e•e O e •p•e•p•e•p•e•••f • p•O•p•O•p- f•p•e•p•f•p•O•p•O• • • • • • • • • • • • 2' CONCRETE CHAIRBACK CURB z (WITHOUT GUTTER) X01 TOP OF CURB ION 2 "x4" POST TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) NOTE: TEMP. EXTENSION ABOVE GROUND CURB JOINT DETAIL 5 TO BE REMOVED UPON CONNECTION TO HOUSE. C801 e•e•!•e•e•e•e•e e.e•e•e•e•e•e.e ••e•e•e•e•e•e•• e•o•••o•e•e•e•e -54 _J� 4 _jJ °'e• "'e• °'e °•• SSD MAIN e•e•e•e•e•o•e•e e•o•e•e•••e••• O•o•e•o•e•e• e ••o.e •s�o • e• e•p. + p•p e•!•e •e•e 6 "x 6 "x 4" TEE "STREET" SSD CONECTIONS TO INDIVIDUAL LOTS corn 00 o0 o------ O C� \ oo — — 00 I ROLL CURB do GUTTER GRADE NEENAH TYPE CASTING T.C. NO. R- 3501 —N ASPHALT +::: .,.e. t 24" s. R 'A:'�;�4 �A:a' OPENING I I < I V I I B I I I I STANDARD REINFORCED CONIC. BASE 011710 2 4 1/.- ©©W!• [Q�37[�3>•�I 2 W TOP SOIL N 2a O4 r� O I Cn LJ i LOW POINT CO �111 Or-Tom TOP OF r Cn CURB N �K-TIM JOINTS OTIM •- • EARTH BACKFILL o•Q•o °•o. •o. °•o •'Q•o•o•oy•o• o�e•o ••o� •000•eeo•o °e•oee• #53 COMPACTED •e'0 e•o e•0.Q•o.Q•o.e•o. °• . STONE BASE °e °•e 0, •0 o.e o.e•o.e•o.e °o. °•o. . . e0, -0.000.00 • V. 3" 6" 2' -0" 1 0801 2' CONCRETE ROLL CURB & GUTTER ••• O•p •• O e ••e O O O•e ••• O•e e'• ••• e•e e.e ••• o•e ••e • e •p•O.p• • o• o•e•Q.p•e.p•..w- ••e- •.•- O•e -f•o O• p•O•p•e• - e• o•e•e•O•••O•e24 "•'O••'••••e•o -O •- •••,o• • •e• •e •p•O•• O•e•O•e•O•p•O.O •i ,p•p,e- e•o- e•e•e,e•O,i ee, e•o•e•1•o�•.p ••e •• • • • • • • • • • • • 2' CONCRETE CHAIRBACK CURB 0 (WTH cu�R) U 3" OF EAR BAC #53 COMPA STONE 6" 24" TOPSOIL 6" 18" TH KFILL N CTED BASE •.p•o.p•o.p•o.p•o.p•o.p�o.p�e.e o.e o.e e•e 4 • 4 ! ! 4 • ! ! ! e 4 ! •e•O•e•O•e•O•e•O • e- O•e•O• 7::: 0: O• 0 o.p•o. •o.p•o.p•o.o•0•024 "••o.p•o . o•o•o•o e• • • • • • • - • e�e •ie -•• • • • • • • • • •i Q•e O• O•e f•• f•• O•e O.• fte e•e e•e O e •p•e•p•e•p•e•••f • p•O•p•O•p- f•p•e•p•f•p•O•p•O• • • • • • • • • • • • 2' CONCRETE CHAIRBACK CURB z (WITHOUT GUTTER) X01 TOP OF CURB ION 2 "x4" POST TRANSVERSE EXPANSION JOINTS BOTTOM OF CURB PAVEMENT TRANSVERSE CONTRACTION JOINTS (20' MAX. SPACING) NOTE: TEMP. EXTENSION ABOVE GROUND CURB JOINT DETAIL 5 TO BE REMOVED UPON CONNECTION TO HOUSE. C801 e•e•!•e•e•e•e•e e.e•e•e•e•e•e.e ••e•e•e•e•e•e•• e•o•••o•e•e•e•e -54 _J� 4 _jJ °'e• "'e• °'e °•• SSD MAIN e•e•e•e•e•o•e•e e•o•e•e•••e••• O•o•e•o•e•e• e ••o.e •s�o • e• e•p. + p•p e•!•e •e•e 6 "x 6 "x 4" TEE "STREET" SSD CONECTIONS TO INDIVIDUAL LOTS corn 00 o0 o------ O C� \ oo — — 00 I ROLL CURB do GUTTER GRADE NEENAH TYPE CASTING T.C. NO. R- 3501 —N ASPHALT +::: .,.e. t 24" s. R 'A:'�;�4 �A:a' OPENING I I < I V I I B I I I I STANDARD REINFORCED CONIC. BASE 011710 2 ©©W!• [Q�37[�3>•�I 2 W C� 7� 2a O4 J� �z O I Cn LJ i WC az �111 Or-Tom �11111 Cn 6' -0" BETWEEN N �K-TIM JOINTS OTIM SPECIAL ROLL CURB INLET ,2 WN 1 6 7 8 q I 4' I 1 PREPARED SUBGRADE R/W LINE TYPICAL SIDEWALK SECTION NOT TO SCALE 1' ce- H 2 W C� 7� 2a O4 J� �z O I Cn LJ i WC az Cn 6' -0" BETWEEN N JOINTS •- THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO CONCRETE SIDEWALK THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. NOT TO SCALE SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. SIDEWALK DETAIL 6 I o � s' —o" CL C� GRADE BEEHIVE INLET :� ' i0 .: NEENAH TYPE CASTING An— No. �•'' R -4342 Q T.G. I,f •�r Q ¢... 4" MIN Q ,�.... ....... �. 24 }. R RISER RING a'.... • :: *: :•: OPENING x: o, A 1 :10 4, -0" 1:10 I " I SLOPE SLOPE I I B ' PLAN VIEW :::: : :......:y a . 4Y•.13...... ... � ....x......, .. 6•_0• . : ::. STANDARD REINFORCED CONC. BASE MAX. 1:12 —� BEEHIVE INLET DETAIL �p8 W{ /I PAVEMENT ---- - - - - -- I 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL 7 13 1 14 1 15 HOLEY HOLEY SA' "DON'T D143 RUNe" 1= 800 -582 -6644 CALL TOLL FREE 1= 800= 428 -6200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROIAdD LOCATION SERVICE TWD (2) WORKING DAYS BEFORE COMMENCING WORK. Revisions B.E.T. 8 -2o-•96 REVISED PER T.A.C. COII OTS �0 Y•SEkT t No. 9500028 I \ti STATE OF w L K J L F E CERTFO BY THIS DRAMIG AND THE MA DISIM AND CONCEPTS CONTAHM HEIM ARE THE D il9YE WM IECTUAL PROPERTY OF SClBED01 DOES= CORPORATION AND ARE NOT To BE USED OR REPROMM N *W OR IN PART, WNW THE MRITM CONSENT OF SCHEDER D EICNEI:RNG CORPORATON. ©1996, Schneider Engineering Corporation '1 �eider I Ain so 0 Co ration C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Beyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATES, L.P. 3ROOKS LANDING AT PRAIRIE VIEW, SECTION 0 B CARM INDIANA GENERAL DETAH Date Project No. Drawn Approv. 07/31/96 1065.21 D.T.R. Computer Pyles Sheet No. A %t \1065\DWGS\21 \CW.DWG �� ®IL ®DI�� BEEHIVE INLET DETAIL �p8 W{ /I PAVEMENT ---- - - - - -- I 2' CONC. ROLL CURB SECTION A —A WHEELCHAIR RAMP DETAIL 7 13 1 14 1 15 HOLEY HOLEY SA' "DON'T D143 RUNe" 1= 800 -582 -6644 CALL TOLL FREE 1= 800= 428 -6200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROIAdD LOCATION SERVICE TWD (2) WORKING DAYS BEFORE COMMENCING WORK. Revisions B.E.T. 8 -2o-•96 REVISED PER T.A.C. COII OTS �0 Y•SEkT t No. 9500028 I \ti STATE OF w L K J L F E CERTFO BY THIS DRAMIG AND THE MA DISIM AND CONCEPTS CONTAHM HEIM ARE THE D il9YE WM IECTUAL PROPERTY OF SClBED01 DOES= CORPORATION AND ARE NOT To BE USED OR REPROMM N *W OR IN PART, WNW THE MRITM CONSENT OF SCHEDER D EICNEI:RNG CORPORATON. ©1996, Schneider Engineering Corporation '1 �eider I Ain so 0 Co ration C 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317- 898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Beyer, Gibson & Associates, Incorporated BDC /CARDINAL ASSOCIATES, L.P. 3ROOKS LANDING AT PRAIRIE VIEW, SECTION 0 B CARM INDIANA GENERAL DETAH Date Project No. Drawn Approv. 07/31/96 1065.21 D.T.R. Computer Pyles Sheet No. A %t \1065\DWGS\21 \CW.DWG �� ®IL