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HomeMy WebLinkAbout72-01 C802 General DetailsO 0 C1J cu ti Cr) Cu C Z3 L 3 a cu 0 Co U 01 3 / 0 0 / to rn m / m 6" STR GRADE R APPROVED EQUAL. RIPRAP DETAIL © TURNOUTS RIP -RAP GRADATION TABLE SIZE OF STONE % OF TOTAL WEIGHT LARGER THAN GIVEN SIZE 3K 0 2K 20 K 50 OAK 90 WHERE K = d50 NOTE: DEPTH OF RIP RAP SHALL NOT BE LESS THAN 3 x d50 r REQUIRED COMPACTION TABLE % STANDARD PROCTOR DENSITY (ASTM D 2321) RArKFIII MAT'FRIAI - (SFF NOTF) TRENCH AREA CLASS I CLASS 11 CLASS III CLASS IV BEDDING FLAT SHOVEL 85% 90 • UNDISTURBED BOTTOM HAUNCH 1 85% 90% NO INITIAL BACKFILL NO COMPACTION 85% 90% NO NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING, 1/2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL \� / / \\ \� / / \� / / \� 1 • PAVED AREAS) 1' � / / \ / /, FINISH GRADE BISMATIC COATII OVER RISERS NOTE SOIL] IL /\ \ \\/ 4' l� 4' \ BACKFILL MATERIAL PLACEMENT ° //j CLASS I, II, III, & IV m 8 _ \\ OF THE U.S.C.S. SOIL U?�OF CLASSIFICATION B C1 w SYSTEM. ° BEDDING F_*. 2 NEENAH R -1642 W /SELF SEALING LID (OR EQUAL) PRECAST CONC. RINGS TAPERED CONE /TAPERED 1' 4' CONC. WALK EARTH OR SIDEWALK SURFACE TOP OF CURB 9& ICONCRETE CURB r- PAVEMENT C4 _ _ _ _ _ _ _ _ _ INITIAL BACKFILL AREA ° / / \ \ / / \ \ / / \ \ / / \ \// .� .. Q .. ........ e.'. BISMATIC RUBBER COATING 4 AS PER SPECIFICATION MANHOLE STEPS „ SPRING LINE OF PIPE 12 MIN. : ; : � : ; : 4'-0" DIA. No. 8 STONE / / I.D. / HAUNCHING AREA FILL WITH o.° o.° 13.13 a.o CAST IN PLACE ►'.'..::. . 0.. ° o o ° o • o ° o CONCRETE 17" o 0 /\ PLAN z BEDDING AREA OR PRECAST 00.000.0 ° / \\ #4 o 12' EA. WAY INSTALLATION REQUIRED: /i ° • ° ° • ° / /i \ \/\ o 1313. o°° o °o. o °o . / \ \/ t AS DENOTED ON DEVELOPMENT �\ ° 130 • ° ° 130 1313 �/ ° 1313 4-t=— �..�.. j� // o. °'o�o o.o�o.o % 04 O.D. OF PIPE FOUNDATION ^a.°�°p.o'O�.e�O.o'�.o'd PLAN �i \� /i 0. 0.-0 o.o °0 ° °o• ° °o ° °o•o °o.o °o.o °o•o °o.o °o.e �- -6' MIN. STONE REQUIRED `\ 4" MIN.- (REQUIRED IN UNSTABLE SOIL) °d • PERFORATED PLASTIC PIPE i / \i /\ °o .000 o °o • o 1313 UNDER MANHOLE BASE \ / \/ , ° ° ° , ° o , ° ° ° , No. 8 STONE 12" 12" ° " "° ° " °" I FOR LEVELING AND SUPPORT PER INDOT SPECS # 718.02 `, \i // ° 1313 . o STORM SEWER 6' -0- DIA FOR CAST IN PLACE o . o ° "° • o 4 -0 MIN. MANHOLE BASE FOR PRECAST Z TRENCH 8c PIPE EMBEDMENT DETAIL SECTION A —A A WASHED GRAVEL OR :000 o 15 APPROVED EQUIVALENT ° °°' ° ��..� SANITARY MANHOLE DETAIL 11 ( INDOT STD SPECS ) rr+vuwuv I CURB TURN —OUT DETAIL 20 C802 Q 4 _ e O .0 0. e : 00000 00 O o..0 C1 0 0..• O 0.0 a . O •.0 0 a O o O e O °O • 0 °O • O °O p °O O °O O 00 O 00 ° O o O 0 0 0 0 0 e e e /. /. /e / /. 6" CONCRETE PAVEMNT 6" GRANULAR FILL (MIN.) *PREPARED T No. 201 CONCRETE PAVEMENT SECTION 21 0802 • _00.0 ° • 0O . o ° O • 0 „ O • 0 O o O • o `O 0-0 0-0 • o ° °O ° ° °O ° 0 0 0 O • 0 O O 0 O • 0 O O °O 0 0 0 0 00 • 0 00 • 0 00 • 0 0 0 . 0 0 0 0 • 0 0 O • 0 ° O , 0 ° O • ° 0 _ ° 0 • 0 ° O • 0 ° O • 0 ° O • 0 ° O 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION 22 C802 VARIES 6" STRAIGHT CURB GRADE (NEW OR EXISTING) (NEW OR EXISTING) 3.25' 3.25' I I= 1,1,1 = III -1 I =— MAx 3• � , s� °PE _— I I =III =1 I I —� — III -I I StOPf STANDARD HYDRO I II I II I -I I Ii -I I = I_ i I� I I- III S -150 EROSION CONTROL SEEDING W /STRAW I =I II II I I— BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION 23 0802 S01 LJ PLACEMENT REQUIRED COMPACTION TABLE % STANDARD PROCTOR DENSITY (ASTM D 2321) AArwrn I 1AOTFRIAI — (CFF NnTF) TRENCH AREA CLASS I CLASS II CLASS III CLASS IV 9EDDING IFLAT SHOVEL 85% 0 0 UNDISTURBED BOTTOM HAUNCH 1 85% 90% NO INITIAL BACKFILL W 85% 90% NO V W W z NEENAH R -1642 W /SELF SEALING LID (OR EQUAL) PRECAST CONC. RINGS TAPERED CONE /TAPERED 1' 4' CONC. WALK EARTH OR SIDEWALK SURFACE TOP OF CURB 9& ICONCRETE CURB r- PAVEMENT C4 _ _ _ _ _ _ _ _ _ INITIAL BACKFILL AREA ° / / \ \ / / \ \ / / \ \ / / \ \// .� .. Q .. ........ e.'. BISMATIC RUBBER COATING 4 AS PER SPECIFICATION MANHOLE STEPS „ SPRING LINE OF PIPE 12 MIN. : ; : � : ; : 4'-0" DIA. No. 8 STONE / / I.D. / HAUNCHING AREA FILL WITH o.° o.° 13.13 a.o CAST IN PLACE ►'.'..::. . 0.. ° o o ° o • o ° o CONCRETE 17" o 0 /\ PLAN z BEDDING AREA OR PRECAST 00.000.0 ° / \\ #4 o 12' EA. WAY INSTALLATION REQUIRED: /i ° • ° ° • ° / /i \ \/\ o 1313. o°° o °o. o °o . / \ \/ t AS DENOTED ON DEVELOPMENT �\ ° 130 • ° ° 130 1313 �/ ° 1313 4-t=— �..�.. j� // o. °'o�o o.o�o.o % 04 O.D. OF PIPE FOUNDATION ^a.°�°p.o'O�.e�O.o'�.o'd PLAN �i \� /i 0. 0.-0 o.o °0 ° °o• ° °o ° °o•o °o.o °o.o °o•o °o.o °o.e �- -6' MIN. STONE REQUIRED `\ 4" MIN.- (REQUIRED IN UNSTABLE SOIL) °d • PERFORATED PLASTIC PIPE i / \i /\ °o .000 o °o • o 1313 UNDER MANHOLE BASE \ / \/ , ° ° ° , ° o , ° ° ° , No. 8 STONE 12" 12" ° " "° ° " °" I FOR LEVELING AND SUPPORT PER INDOT SPECS # 718.02 `, \i // ° 1313 . o STORM SEWER 6' -0- DIA FOR CAST IN PLACE o . o ° "° • o 4 -0 MIN. MANHOLE BASE FOR PRECAST Z TRENCH 8c PIPE EMBEDMENT DETAIL SECTION A —A A WASHED GRAVEL OR :000 o 15 APPROVED EQUIVALENT ° °°' ° ��..� SANITARY MANHOLE DETAIL 11 ( INDOT STD SPECS ) rr+vuwuv I CURB TURN —OUT DETAIL 20 C802 Q 4 _ e O .0 0. e : 00000 00 O o..0 C1 0 0..• O 0.0 a . O •.0 0 a O o O e O °O • 0 °O • O °O p °O O °O O 00 O 00 ° O o O 0 0 0 0 0 e e e /. /. /e / /. 6" CONCRETE PAVEMNT 6" GRANULAR FILL (MIN.) *PREPARED T No. 201 CONCRETE PAVEMENT SECTION 21 0802 • _00.0 ° • 0O . o ° O • 0 „ O • 0 O o O • o `O 0-0 0-0 • o ° °O ° ° °O ° 0 0 0 O • 0 O O 0 O • 0 O O °O 0 0 0 0 00 • 0 00 • 0 00 • 0 0 0 . 0 0 0 0 • 0 0 O • 0 ° O , 0 ° O • ° 0 _ ° 0 • 0 ° O • 0 ° O • 0 ° O • 0 ° O 1" H.A.C. SURFACE #11 3" H.A.C. BINDER #9 6" #53 STONE PREPARED SUBGRADE PER INDOT No. 201 TYPICAL PAVEMENT SECTION 22 C802 VARIES 6" STRAIGHT CURB GRADE (NEW OR EXISTING) (NEW OR EXISTING) 3.25' 3.25' I I= 1,1,1 = III -1 I =— MAx 3• � , s� °PE _— I I =III =1 I I —� — III -I I StOPf STANDARD HYDRO I II I II I -I I Ii -I I = I_ i I� I I- III S -150 EROSION CONTROL SEEDING W /STRAW I =I II II I I— BLANKET AS MANUFACTURED BY MULCH & TACKIFIELD NORTH AMERICAN GREEN TYPICAL SWALE SECTION 23 0802 S01 LJ PLACEMENT REQUIRED COMPACTION TABLE % STANDARD PROCTOR DENSITY (ASTM D 2321) AArwrn I 1AOTFRIAI — (CFF NnTF) TRENCH AREA CLASS I CLASS II CLASS III CLASS IV 9EDDING IFLAT SHOVEL 85% 0 0 UNDISTURBED BOTTOM HAUNCH 1 85% 90% NO INITIAL BACKFILL W 85% 90% NO NOTE: IF CLASS I MATERIAL IS USEU FOR UEUUING, 1/2 TRENCH IT MUST ALSO BE USED FOR HAUNCHING. DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL PAVED AREAS) NOTE 4' 4 BACKFILL MATERIAL CLASS I, II, III, & IV U z w 12" MIN 4" MIN. -� 12 (MIN. TRENCH & P OF THE U.S.C.S. SOIL CLASSIFICATION BEDDING SYSTEM. INITIAL BACKFILL AREA SPRING LINE OF PIPE I.D. HAUNCHING AREA BEDDING AREA O.D. OF PIPE FOUNDATION 7 (REQUIRED IN UNSTABLE SOIL) 12" (MIN.) IPE EMBEDMENT DETAIL 16 COVER & SEAL • BELL HOLES SHALL BE PROVIDED AND THE TRENCH PREPARED SO USE 6" SEWER PIPE UNLESS THAT THE BOTTOM IS PROPERLY I I SUPPORTED THROUGHOUT ITS I I� OTHERWISE SPECIFIED LENGTH. I I I I I I APPROX 90' 1 1 7' 50' RIGHT OF WAY NORTH SIDE 7' 36' BACK TO BACK 2' 2' 18' 18' 2' 2' ROLL CURB PROFILE GRADE 2' ROLL CURB SLOPE 1/4" PER FOOT MIN SLOPE 1/4" PER FOOT MIN cnaMEL 0802 4" 4" • LOT CONNECTIONS ARE TO BE MIN (MIN STUBBED AND CAPPED 3' BEYOND BACK OF CURB WITH CURB BRANDED SS. CURB UNDERDRAIN 7 CONCRETE 0802 3000 PSI 1 1/2"r PAVEMENT PLACE 1 /2" DIA EXTRUDABLE- PREFORMED GASKET MATERIAL IN EACH KEYWAY (SEE DETAIL). PLAN VIEW 63' PRECAST CONCRETE ADJUSTING RING OR .... FLANGE OF CASTING :. ° .::........:::.:r: 4' -12' BASE EXTHU7DERABLE PRERFORMm 24' I.D. I I EKDPW ASPECS L O /�-3�4 —S0LD. GASKET DETAIL SECTION A -A ADJUSTING RING DETAIL 12 I I I j LONG RADIUS CURVE I - - - - DIAMETER AS Wl - -- - - - -J L_ — — — — — — — — SPECIFIED �\ — — — — — ON PLANS \ - -- - - - - - -- -- - - - - -- WI /\ *SEAL MUST BE ABLE TO PASS AIR PRESSURE TESTS \0� REQUIRED FOR SEWER MAIN WYE & LATERAL CAPPING DETAIL 17 NORMAL GRADE 1/4" PER FOOT MIN. -1/8 PER FOOT CONNECT TO EXISTING SERVICE PLUG FOR FUTURE CONNECTION. PLUG SHALL IE ABLE TO PASS AIR PRESSURE TEST REQUIRED FOR SEWER MAIN. USE 6" SEWER PIPE MIN UNLESS OTHERWISE SPECIFIED APPROX. 90' ISOMETRIC PLAN LONG RADIUS SECTION A -A DIAMETER AS SPECIFIED — �--r —� ON PLAN OR SCHEDULE PLAN VIEW CONNECTION TO MAIN SEWER # 8 STONE \- (FIGURE 5 -4B) C802 BOTTOM OF TRENCH Perspective View -earth cut away \ � To be used when clear distance between pipes is 18" or less, or where noted on the drawings. STONE CRADLE 13 C802 — 000 I OOO IOD 000 I 000 ' OOO 000 GRADE PERTAINS TO 30' STREET Lv 1 1" #11 HAC SURFACE J 3" #9 HAC BINDER PIPE UNDERDRAIN (TYP) • PREPARED SUBGRADE PER INDIANA DEPARTMENT SEE DETAIL 9" #53 COMPACTED STONE BASE OF TRANSPORTATION SPECS. No. 207 TYPICAL STREET SECTION 1 0802 100' 1/2"r 3" OF TOP SOIL 'F EXISTING :KFILL I GROUND GRANULAR •o BACKFILL -0 13. 0 VARIABLE C8O2 STRAIGHT CONCRETE CURB DETAIL STRAIGHT CURB & GUTTER NEENAH TYPE CASTING NO. R -3010 DIMENSIONS (INCHES) A B C MAX I.D. MIN 12 36 15 36 21 18 48 21 48 28 24 48 31 27 1 60 1 34 30 60 38 33 60 36 60 44 42 60 TOP OF CURB BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS ^• "•' "�' (20' MAX. SPACING) CURB JOINT DETAIL 2 C802 4 1 2" TOP SOIL LOW POINT TOP OF r to CURB �o _ ° '�IIIIII_I EARTH — I =I Cb v, BACKFILL ._ o °o• °o. ° °o.o °o. ° °o.o° 10,0-010. . -1 . ° ° o • o ° o . o ° O . o ° O . #53 COMPACTED 00, °°°•°°°'°°°'°°°' STONE BASE o.o 13.13 o. ° °o•o °o•o °o•o °o. 1313 1313, °°,°°°,°°°,°° 3" L_ 6 C802 2' CONCRETE ROLL CURB & GUTTER 4' -0" MIN. I 1' e I I PREPARED SUBGRADE R/W LINE TYPICAL SIDEWALK SECTION NOT TO SCALE I 48' -0" BETWEEN EXPANSION JOINTS (MAX.) I THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO PC- THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. ' I''.' ;;:.•':;:''y;. ,' '. ,:.:;.::d: ::7: SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 5 C802 H Z L LJ C W Z Z 0 0 0 0 0 D D' J W W W W o V V W W z TOP OF CURB BOTTOM OF CURB TRANSVERSE CONTRACTION JOINTS ^• "•' "�' (20' MAX. SPACING) CURB JOINT DETAIL 2 C802 4 1 2" TOP SOIL LOW POINT TOP OF r to CURB �o _ ° '�IIIIII_I EARTH — I =I Cb v, BACKFILL ._ o °o• °o. ° °o.o °o. ° °o.o° 10,0-010. . -1 . ° ° o • o ° o . o ° O . o ° O . #53 COMPACTED 00, °°°•°°°'°°°'°°°' STONE BASE o.o 13.13 o. ° °o•o °o•o °o•o °o. 1313 1313, °°,°°°,°°°,°° 3" L_ 6 C802 2' CONCRETE ROLL CURB & GUTTER 4' -0" MIN. I 1' e I I PREPARED SUBGRADE R/W LINE TYPICAL SIDEWALK SECTION NOT TO SCALE I 48' -0" BETWEEN EXPANSION JOINTS (MAX.) I THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO PC- THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 6" IN DEPTH. ' I''.' ;;:.•':;:''y;. ,' '. ,:.:;.::d: ::7: SUBGRADE UNDER ALL CURB, SIDEWALK, AND DRIVES SHALL BE COMPACTED IN ACCORDANCE WITH SECTION 207.02 OF THE STANDARD SPECIFICATIONS. CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL 5 C802 c�I� TRANSVERSE JOINTS z 6' -0" BETWEEN M � STANDARD REINFORCED CONC. BASE SPECIAL STRAIGHT CURB INLET 8 C802 TYPICAL UTILITY CROSSING 14 C802 1 13 ° °00 1313°°°° 131313°130 131313131313 13131 ❑ GRADE , STORM MANHOLE NEENAH TYPE CASTING No. 1772 -A DIMENSIONS (INCHES) A B C MAX I.D. MIN 12 36 15 36 21 18 48 21 48 24 48 31 7 1 6 34 38 33 60 36 60 44 42 60 PAVEMENT 1 � _ GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T III- T.C. T •. = tfn. 4" IN 24" �''z: RISER RING :::4:::�:::.:r': OPENING a::A I I I I B I :'.:i. :' .. ... �..•..........•... k% STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) A B C MAX I.D. (MIN) 12 36 15 36 21 18 48 21 48 28 1 24 48 31 7 60 34 38 33 60 36 60 44 42 60 STORM MANHOLE DETAIL 9 BEEHIVE INLET DETAIL 10 c8o2 c8o2 I IA I Cb �\ 04 ' may•'..`. °'.' w f. 7 , I-' n .Q '.: .. . 61 Ld: WJx }: :. Z. OQLG.'. : Q A 1:10 4, -0„ 1 1:10 SLOPE (SLOPE PLAN VIEW 6' -0" MAX. 1:12 u , I 2' CONC. ROLL CURB SECTION A —A (ROLL CURB) WHEELCHAIR RAMP DETAIL 6 C802 d M'� UOM.° d a n o X Q• a is 0 O < d , , W Z a. <Q`,n 'yip --a d A 4' -0" PLAN VIEW PAVEMENT CONCRETE CURB SECTION A -A (STRAIGHT CURB) WHEELCHAIR RAMP DETAIL L7 t a U-1 o_ 0 V) S W o- vim zo o_ NW 5m W of �\ \ \ 7///, \�(H L q .• ��GISTER�;O .. No. 9800085 - '• STATE OF jo ��i F !�D.IA�1P.• . �.� S' `` \`�\\`\� `. 11 IT 9�w Of DATE: 11 %r THIS DRAWINr_: 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.(2001) 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 V 1 O Q z Z w z Q � Z o O Cl` Q U W N DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C802.DWG SHEET NO.: (C (8))02 H Z L LJ C W Z Z 0 0 0 0 0 D D' J W W W W o V V W W z STANDARD REINFORCED CONC. BASE SPECIAL STRAIGHT CURB INLET 8 C802 TYPICAL UTILITY CROSSING 14 C802 1 13 ° °00 1313°°°° 131313°130 131313131313 13131 ❑ GRADE , STORM MANHOLE NEENAH TYPE CASTING No. 1772 -A DIMENSIONS (INCHES) A B C MAX I.D. MIN 12 36 15 36 21 18 48 21 48 24 48 31 7 1 6 34 38 33 60 36 60 44 42 60 PAVEMENT 1 � _ GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T III- T.C. T •. = tfn. 4" IN 24" �''z: RISER RING :::4:::�:::.:r': OPENING a::A I I I I B I :'.:i. :' .. ... �..•..........•... k% STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) A B C MAX I.D. (MIN) 12 36 15 36 21 18 48 21 48 28 1 24 48 31 7 60 34 38 33 60 36 60 44 42 60 STORM MANHOLE DETAIL 9 BEEHIVE INLET DETAIL 10 c8o2 c8o2 I IA I Cb �\ 04 ' may•'..`. °'.' w f. 7 , I-' n .Q '.: .. . 61 Ld: WJx }: :. Z. OQLG.'. : Q A 1:10 4, -0„ 1 1:10 SLOPE (SLOPE PLAN VIEW 6' -0" MAX. 1:12 u , I 2' CONC. ROLL CURB SECTION A —A (ROLL CURB) WHEELCHAIR RAMP DETAIL 6 C802 d M'� UOM.° d a n o X Q• a is 0 O < d , , W Z a. <Q`,n 'yip --a d A 4' -0" PLAN VIEW PAVEMENT CONCRETE CURB SECTION A -A (STRAIGHT CURB) WHEELCHAIR RAMP DETAIL L7 t a U-1 o_ 0 V) S W o- vim zo o_ NW 5m W of �\ \ \ 7///, \�(H L q .• ��GISTER�;O .. No. 9800085 - '• STATE OF jo ��i F !�D.IA�1P.• . �.� S' `` \`�\\`\� `. 11 IT 9�w Of DATE: 11 %r THIS DRAWINr_: 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.(2001) 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 V 1 O Q z Z w z Q � Z o O Cl` Q U W N DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C802.DWG SHEET NO.: (C (8))02 STORM MANHOLE NEENAH TYPE CASTING No. 1772 -A DIMENSIONS (INCHES) A B C MAX I.D. MIN 12 36 15 36 21 18 48 21 48 24 48 31 7 1 6 34 38 33 60 36 60 44 42 60 PAVEMENT 1 � _ GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T III- T.C. T •. = tfn. 4" IN 24" �''z: RISER RING :::4:::�:::.:r': OPENING a::A I I I I B I :'.:i. :' .. ... �..•..........•... k% STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) A B C MAX I.D. (MIN) 12 36 15 36 21 18 48 21 48 28 1 24 48 31 7 60 34 38 33 60 36 60 44 42 60 STORM MANHOLE DETAIL 9 BEEHIVE INLET DETAIL 10 c8o2 c8o2 I IA I Cb �\ 04 ' may•'..`. °'.' w f. 7 , I-' n .Q '.: .. . 61 Ld: WJx }: :. Z. OQLG.'. : Q A 1:10 4, -0„ 1 1:10 SLOPE (SLOPE PLAN VIEW 6' -0" MAX. 1:12 u , I 2' CONC. ROLL CURB SECTION A —A (ROLL CURB) WHEELCHAIR RAMP DETAIL 6 C802 d M'� UOM.° d a n o X Q• a is 0 O < d , , W Z a. <Q`,n 'yip --a d A 4' -0" PLAN VIEW PAVEMENT CONCRETE CURB SECTION A -A (STRAIGHT CURB) WHEELCHAIR RAMP DETAIL L7 t a U-1 o_ 0 V) S W o- vim zo o_ NW 5m W of �\ \ \ 7///, \�(H L q .• ��GISTER�;O .. No. 9800085 - '• STATE OF jo ��i F !�D.IA�1P.• . �.� S' `` \`�\\`\� `. 11 IT 9�w Of DATE: 11 %r THIS DRAWINr_: 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.(2001) 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 V 1 O Q z Z w z Q � Z o O Cl` Q U W N DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C802.DWG SHEET NO.: (C (8))02 PAVEMENT 1 � _ GRADE BEEHIVE INLET NEENAH TYPE CASTING No. R -4342 T III- T.C. T •. = tfn. 4" IN 24" �''z: RISER RING :::4:::�:::.:r': OPENING a::A I I I I B I :'.:i. :' .. ... �..•..........•... k% STANDARD REINFORCED CONC. BASE DIMENSIONS (INCHES) A B C MAX I.D. (MIN) 12 36 15 36 21 18 48 21 48 28 1 24 48 31 7 60 34 38 33 60 36 60 44 42 60 STORM MANHOLE DETAIL 9 BEEHIVE INLET DETAIL 10 c8o2 c8o2 I IA I Cb �\ 04 ' may•'..`. °'.' w f. 7 , I-' n .Q '.: .. . 61 Ld: WJx }: :. Z. OQLG.'. : Q A 1:10 4, -0„ 1 1:10 SLOPE (SLOPE PLAN VIEW 6' -0" MAX. 1:12 u , I 2' CONC. ROLL CURB SECTION A —A (ROLL CURB) WHEELCHAIR RAMP DETAIL 6 C802 d M'� UOM.° d a n o X Q• a is 0 O < d , , W Z a. <Q`,n 'yip --a d A 4' -0" PLAN VIEW PAVEMENT CONCRETE CURB SECTION A -A (STRAIGHT CURB) WHEELCHAIR RAMP DETAIL L7 t a U-1 o_ 0 V) S W o- vim zo o_ NW 5m W of �\ \ \ 7///, \�(H L q .• ��GISTER�;O .. No. 9800085 - '• STATE OF jo ��i F !�D.IA�1P.• . �.� S' `` \`�\\`\� `. 11 IT 9�w Of DATE: 11 %r THIS DRAWINr_: 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.(2001) 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 V 1 O Q z Z w z Q � Z o O Cl` Q U W N DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C802.DWG SHEET NO.: (C (8))02 STORM MANHOLE DETAIL 9 BEEHIVE INLET DETAIL 10 c8o2 c8o2 I IA I Cb �\ 04 ' may•'..`. °'.' w f. 7 , I-' n .Q '.: .. . 61 Ld: WJx }: :. Z. OQLG.'. : Q A 1:10 4, -0„ 1 1:10 SLOPE (SLOPE PLAN VIEW 6' -0" MAX. 1:12 u , I 2' CONC. ROLL CURB SECTION A —A (ROLL CURB) WHEELCHAIR RAMP DETAIL 6 C802 d M'� UOM.° d a n o X Q• a is 0 O < d , , W Z a. <Q`,n 'yip --a d A 4' -0" PLAN VIEW PAVEMENT CONCRETE CURB SECTION A -A (STRAIGHT CURB) WHEELCHAIR RAMP DETAIL L7 t a U-1 o_ 0 V) S W o- vim zo o_ NW 5m W of �\ \ \ 7///, \�(H L q .• ��GISTER�;O .. No. 9800085 - '• STATE OF jo ��i F !�D.IA�1P.• . �.� S' `` \`�\\`\� `. 11 IT 9�w Of DATE: 11 %r THIS DRAWINr_: 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.(2001) 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 V 1 O Q z Z w z Q � Z o O Cl` Q U W N DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C802.DWG SHEET NO.: (C (8))02 PAVEMENT CONCRETE CURB SECTION A -A (STRAIGHT CURB) WHEELCHAIR RAMP DETAIL L7 t a U-1 o_ 0 V) S W o- vim zo o_ NW 5m W of �\ \ \ 7///, \�(H L q .• ��GISTER�;O .. No. 9800085 - '• STATE OF jo ��i F !�D.IA�1P.• . �.� S' `` \`�\\`\� `. 11 IT 9�w Of DATE: 11 %r THIS DRAWINr_: 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.(2001) 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 V 1 O Q z Z w z Q � Z o O Cl` Q U W N DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C802.DWG SHEET NO.: (C (8))02 DATE: PROJECT NO.: 5/31/01 3696.001 DRAWN BY: CHECKED BY: DCC SHEET TITLE: GENERAL DETAILS DRAWING FILES: N: \3K \3696 \001 \DWGS \C802.DWG SHEET NO.: (C (8))02