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Home My WebLink AboutC801 General Detailsr -o- STOP SIGN INSTALLED IN LANDSCAPE AREA II II 11 II II MOVING EDGE c$•• i'' 1 C -o- es lY C MIN j> v � i3 15 ve d —4 ;r4.►.� s • CONCRETE FOOTING ♦. ° v HANDICAP, NO PARKING SIGN INSTALLED N PARKING LOT. HANDICAP LOCATIONS 2 -SIDED n WHERE STALLS FACING. 11 II II Y STEEL PIPE, ROUND OR SOUARE. SET IN CONCRETE 6- STEEL PIPE FILED W1 CONCRETE 115 I I� U �H TRAFFIC SIGNAGE 14 NO SCALE CSO1 --- PAVING BASE FOOTING 11 ••e••1 Ft 1 C -o- B C MIN AT PAV XNT GRADE I I 1 2 15 ve d —4 v' a i. s • 1 ♦. ° v I v ii- W4 90X► 31 27 60 1 34 30 60 1 38 33 5' -0' BETWEEN x TRANSVERSE JOINTS - 42 •♦ • SCOPE • ° • • • d � o • :. ' SLQPE'' � ♦ v. •• a .CV vIV 4 • f 'd • 1. , . v e ' ♦ o, RETAINING WALL CONITtEff O;RiB TAPERED -Z DOW TO GRADE AT RAIIP PLAN MEW HANDICAP RAMP DETAIL 15 NO SCALE • IF CLEARANCE BEHIND RAMP IS LESS THAN 48' THEN SIDE FLARES MUST HAVE A 1:12 MAX SLOPE. 0801 11 ••e••1 Ft r50' -0" BETWEEN EXPANSION JOINTS (MAX.) I FIBER - REINFORCED CONC. (3000 PSI) �;',� ••,, +i�`•�` rim =�'•''�•- .�- :t,- •/•'t��l;,��.� �.t: ��1��•;, ��r':• :r.�•�: CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL " C801 CONCRETE 3000 PSI 1/2 "r 3" OF TOP SOIL 1 1/2"r PAVEMENT �o — I EXISTING ° o • . BACK ILL GROUND .0 % �O GRANULAR o00 BACKFILL b ♦ b • 6 0 e Qo 0 • ° °s VARIABLE STRAIGHT CONCRETE CURB DETAIL TYP E V , 8 C801 g °g' : g ° & "8• °8: 8 °8 g: 8° : g: g °g: g °g: g °g °g °o: o °g: • o D o e o °• o e o s e o�oQo�e e o e�oRoeo 1" H.A.C. SURFACE 2' H.A.C. BINDER 4" #53 STONE AGG. BASE 5" /2 STONE AGG. BASE • PREPARED SUBGRADE PER INDOT No. 201 TYPICA L PAVEMENT SECTION 1 s ceol PAVEMENT 10 DIA. 20' I, 11 NOTE: ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP 'o C801 SYMBOL DETAIL NO SCALE 12' O RESERVED GREEN - ILLUMINATING TAPE (LETTERS) PARKING BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) m WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) rM GREEN - ILLUMINATING TAPE (BORDER) 0 it 'VAN ACCESSIBLE' TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL 11 NO SCALE C801 6x6- W2.9xW2.9 wwf •:p i S :�• l 4A• • O 0. O 0. O ®• O 0• �i 0•® 0•® 0. 6 0 • coo • Do 0 O • 0.000 • O 00 • 0000 O 00 • O 0 0 0 0 0 0 0 6" CONCRETE PAVEMNT(4000 PSI) 6" GRANULAR FILL (y53) • PREPARED SUBGRADE PER INDOT No. 207 8 CONCRETE PAVEMENT SECTION c8o2 TOP OF CURB TYPICAL UTILITY CROSSING s NO SCALE C801 TRANSVERSE EXPANSION JOINTS TRANSVERSE EXPANSION JOINTS * ** *SEE D.O.T. STD. SHT. 12--03 FOR GENERAL NOTES CURB JOINT DETAIL 12 NO SCALE C801 SIDEWALK i 4' WIDE WHITE STRIPE 8' iANDICAPPED 5' TYP SIDEWALK 4" WIDE BLUE STRIPE I-+— 2• 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 13 caol NO ~; T.C. Q z 0 ■ ■ MINIM ■ ■ ■■ MEN ■■ ■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■■ PRECAST CONC. BOX SANITARY SEWER BENCH SLOPEw 1/2" PER FOOT FLOW CHANNEL DETAIL 5 C801 CACASWT 11 MW M W MAFI R- 1074 -A OR APPROVED EWAL FRLSII GRADE 1 i�"' -+ CONCAEff RPM 00' i• PrE LDNR RAD11$ spi" LINE OF M i- PLUG 901 LATERAL l , A A ii Ilt d, STORM INLET NEENAH TYPE CASTING NO. R -3405 (PAVEMENT AREA) NO. R- 3286 -8 (CURB AREA) GRADE VAR PIPE SIZE 118" MAX I ..:• :atr 1 6" "B" BORROW AREA INLET 6 0801 PAVEMENT INSTALLATION REQUIRED: • EXTENDING 20' FROM STORM INLETS • °'�% •O'er•° WHERE SHOWN ON THE UTILITY o: :: ? GRADING PLAN. a °•:� °• :: o' ::'::: • PIPE MATERIAL PER INDIANA DEPT. OF •'• • • e . • •e . • a TRANSPORTATION SPECS. No. 718.02 °'' •" " • WASHED a.: •�:•, a 08 GRAVEL ••• 4" 4' 4" DIAM. PERFORATED Ulm Ulm, PLASTIC PIPE 4" PIPE UNDERDRAIN FROM STORM INLETS 0801 NO SCALE PIPE SIX A 0 UP T033- D+16 +12 36 AN A + 4 + 1 OMPACTED 18 CRUSHED TONE SANITARY SEWER TRENCH DETAIL Q SOIL -' PLACEMENT T.C. 24w : OPENING dt :A °p B do GUTTER ............ .. «CASTING NO. R -3010 r ASPHALT 1 I I B C MIN 12 I I 1 2 15 6 1 21 —4 �G. s • 1 48 4k ii- W4 90X► 31 27 60 1 34 30 60 1 38 33 5' -0' BETWEEN x TRANSVERSE JOINTS - 42 � A r50' -0" BETWEEN EXPANSION JOINTS (MAX.) I FIBER - REINFORCED CONC. (3000 PSI) �;',� ••,, +i�`•�` rim =�'•''�•- .�- :t,- •/•'t��l;,��.� �.t: ��1��•;, ��r':• :r.�•�: CONCRETE SIDEWALK NOT TO SCALE SIDEWALK DETAIL " C801 CONCRETE 3000 PSI 1/2 "r 3" OF TOP SOIL 1 1/2"r PAVEMENT �o — I EXISTING ° o • . BACK ILL GROUND .0 % �O GRANULAR o00 BACKFILL b ♦ b • 6 0 e Qo 0 • ° °s VARIABLE STRAIGHT CONCRETE CURB DETAIL TYP E V , 8 C801 g °g' : g ° & "8• °8: 8 °8 g: 8° : g: g °g: g °g: g °g °g °o: o °g: • o D o e o °• o e o s e o�oQo�e e o e�oRoeo 1" H.A.C. SURFACE 2' H.A.C. BINDER 4" #53 STONE AGG. BASE 5" /2 STONE AGG. BASE • PREPARED SUBGRADE PER INDOT No. 201 TYPICA L PAVEMENT SECTION 1 s ceol PAVEMENT 10 DIA. 20' I, 11 NOTE: ALL STRIPES TO BE 4' PAINTED WHITE PAINTED HANDICAP 'o C801 SYMBOL DETAIL NO SCALE 12' O RESERVED GREEN - ILLUMINATING TAPE (LETTERS) PARKING BLUE - ILLUMINATING TAPE (SYMBOL BLOCK) m WHITE - ILLUMINATING TAPE (BACKGROUND) GREEN - ILLUMINATING TAPE (ARROW) rM GREEN - ILLUMINATING TAPE (BORDER) 0 it 'VAN ACCESSIBLE' TO BE NOTED FOR SPACES DESIGNATED FOR THAT USE. HANDICAP PARKING SIGN DETAIL 11 NO SCALE C801 6x6- W2.9xW2.9 wwf •:p i S :�• l 4A• • O 0. O 0. O ®• O 0• �i 0•® 0•® 0. 6 0 • coo • Do 0 O • 0.000 • O 00 • 0000 O 00 • O 0 0 0 0 0 0 0 6" CONCRETE PAVEMNT(4000 PSI) 6" GRANULAR FILL (y53) • PREPARED SUBGRADE PER INDOT No. 207 8 CONCRETE PAVEMENT SECTION c8o2 TOP OF CURB TYPICAL UTILITY CROSSING s NO SCALE C801 TRANSVERSE EXPANSION JOINTS TRANSVERSE EXPANSION JOINTS * ** *SEE D.O.T. STD. SHT. 12--03 FOR GENERAL NOTES CURB JOINT DETAIL 12 NO SCALE C801 SIDEWALK i 4' WIDE WHITE STRIPE 8' iANDICAPPED 5' TYP SIDEWALK 4" WIDE BLUE STRIPE I-+— 2• 8' FOR VAN ACCESSIBLE HANDICAP PARKING STALLS 13 caol NO ~; T.C. Q z 0 ■ ■ MINIM ■ ■ ■■ MEN ■■ ■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■ ■■■ PRECAST CONC. BOX SANITARY SEWER BENCH SLOPEw 1/2" PER FOOT FLOW CHANNEL DETAIL 5 C801 CACASWT 11 MW M W MAFI R- 1074 -A OR APPROVED EWAL FRLSII GRADE 1 i�"' -+ CONCAEff RPM 00' i• PrE LDNR RAD11$ spi" LINE OF M i- PLUG 901 LATERAL l , A A ii Ilt d, STORM INLET NEENAH TYPE CASTING NO. R -3405 (PAVEMENT AREA) NO. R- 3286 -8 (CURB AREA) GRADE VAR PIPE SIZE 118" MAX I ..:• :atr 1 6" "B" BORROW AREA INLET 6 0801 PAVEMENT INSTALLATION REQUIRED: • EXTENDING 20' FROM STORM INLETS • °'�% •O'er•° WHERE SHOWN ON THE UTILITY o: :: ? GRADING PLAN. a °•:� °• :: o' ::'::: • PIPE MATERIAL PER INDIANA DEPT. OF •'• • • e . • •e . • a TRANSPORTATION SPECS. No. 718.02 °'' •" " • WASHED a.: •�:•, a 08 GRAVEL ••• 4" 4' 4" DIAM. PERFORATED Ulm Ulm, PLASTIC PIPE 4" PIPE UNDERDRAIN FROM STORM INLETS 0801 NO SCALE PIPE SIX A 0 UP T033- D+16 +12 36 AN A + 4 + 1 OMPACTED 18 CRUSHED TONE SANITARY SEWER TRENCH DETAIL Q SOIL -' PLACEMENT T.C. 24w : OPENING dt :A °p B do GUTTER ............ .. «CASTING NO. R -3010 r ASPHALT DIMENSIONS (INCHES) 1 I I B C MIN 12 I I 1 85X 15 6 DIMENSIONS (INCHES) CLASS I A MAX B I.D. C MIN 12 36 85X 15 6 1 21 18 48 25 1 48 1 28 85X 90X► 31 27 60 1 34 30 60 1 38 33 x V36 44 42 � d. .. A ....... s ...... .. :r .i►: ► :::�a.e: :s : :.: *!!•:.� : �...�,' TANDARD REINFORCED CONC. SASE : ......:::: a . 4::.:::v:::� .:::.: S F- ................ 6 B BORROW SPECIAL STRAIGHT CURB INLET 2 0801 REQUIRED COMPACTION TABLE X STANDARD PROCTOR DENSITY (ASTM D 2321) BACKFILL UATERIAL - (SEE NOTE) TRENCH AREA CLASS I CLASS II CLASS III CLASS IV BEDDING FLAT SHOVEL 85X SHEET TITLE: UNDISTURBED BOTTOM HAUNCH ORAVNNG FILES 85X 9071: NO INITIAL BACKFILL NO COMPACTION 85X 90X► NO NOTE: IF CLASS I MATERIAL IS USED FOR BEDDING. IT MUST ALSO BE USED FOR HAUNCHING. 1/2 TRENCH DEPTH MIN. (GRANULAR MATERIAL TO BE USED UNDER ALL a t 1 • PAVED AREAS) = NOTE a / 4 41 BACKFILL MATERIAL o CLASS I, II, III. & IV U Z w Il' 12" MIN.- - No. 8 STONE �1 OF THE U.S.C.S. SOIL CLASSIFICATION SYSTEM. .- INITIAL BACKFILL AREA SPRING LINE OF PIPE HAUNCHING AREA - BEDDING AREA O.D. OF PIPE FOUNDATION 4" MIN.- (REQUIRED IN UNSTABLE SOIL) No. 8 STONE 12° 12" STORM SEWER TRENCH & PIPE EMBEDMENT DETAIL 4 0801 OCT 2 2 Ql DOGS 0 2 O it DOG # 10600260 i - -U tt S i AT Ir O F f uuuu DATE: -�� /b -1 THIS DRAWING D G A THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION. AND ARE NOT TO BE USED OR REPRODI CED. IN WHOLE OR IN PART. WITHWT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. (2001) %hneider THE SCHNEIDER CORPORATION Historic Fort Horrision 8901 Otis Avenue Indianapolis. IN 46216 -1037 Telephone: 317.82 6.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Survey'Ing Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 10 01 01 3882.001 DRAWN BY- CHECKED BY: W SHEET TITLE: GENERAL DETAILS ORAVNNG FILES S: \3k \3882 \001 \d*V 0801 xREF: S \311 \3882 \ooIdwp \Titlel.dwg SHEET NO.: w z V z x x Z A � A w � M DATE: PROJECT NO.: 10 01 01 3882.001 DRAWN BY- CHECKED BY: RDR SHEET TITLE: GENERAL DETAILS ORAVNNG FILES S: \3k \3882 \001 \d*V 0801 xREF: S \311 \3882 \ooIdwp \Titlel.dwg SHEET NO.: