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HomeMy WebLinkAbout069-94 SP Detailsmuley rv1Uley Z",iyo, "DON'T DIG BLIND" Cd Mondor tlra.9h Fryo, 7 AM tog PM 1-800 1-800 382-5544 428-5200 WIaJn hidlia a Out -'A• I.dion. 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. file: MOLEY.DWG 1'-N.A.C. SURFACE 3'-H.A.C. BINDER 4"-153 STONE 5--/2 STONE _R SUBGRADE A SPHA L T PAVING SECTION (L OCA L S TREE TS) (NO SCALE) 1•-H.A.C. SURFACE 111 OR 112 5'-H.A.C. BINDER 18 OR 19 14' -STONE -153 SUBGRADE ASPHAL T PA VIN SECTION WITHIN R/W OF 146TH S TREE T (NO SCALE) NOTES: EWAN" JOINTS ARE RECLOMD AT STOW RA.ETS. CONTRACTION JOINTS SHOULD K INSTALLED AT 10• VACNM 4_ SPACM 94AU K VON C11RTE RAM CON TRACTION JOINTS SMALL K TOOLED OR SAM M � CpI1Nt y POUTED CU®S TO A DEPTH OF 1/Y 111. � In TOPSOIL rn iz � F � o 10 u e BACKFILL - SUBGRADE AGGREGATE DEPTH VARIES CONCRETE ROLL CURB & GUTTER SECTION TYPE 1 (NO SCALE) file: RCURB.DWG R-2561 OR EQUAL T.C. ELEV. 2' MEED HOLES t STONE NIC. COWALLS-`0 .•. 1 W � •,Dia.'. II 4 3/4' (1>RI•) I �h •r VAR. PIPE9 ► VAR. PIPE SIZE 18' MAX. 18' MAX. SII a' 4'-0' SO. CONC. BASE --I (1) UNE 0.116- PIPE MESH WWF. EARTH DITCH INLET (NO SCALE) file: SWAINL-2.DWG Hill 12'-0" PAVEMENT • I 75 FT. HALF R/W I 3'-0" 7'-0" MIN, 11'-0" MIN. 2'-0" 4'-0'** l 1 -0" MIN. f TYP. 1'-0"••• SLOPE: MIN. 1/2- PER FT. SLOPE: SLOPE: 1/4" PER FT. I 1/4" PER FT W SLOPE 1 FT. I q 1 z /2" PER ; _J SLOPE 6:1 SLOPE 4-. 3 6_ SIDEWALK WHERE REQUIRED I � PAVEMENT SECTION AS REQUIRED N73 STONE BY ORDINANCE 27'-0" MIN. __—J. OF SIDE DITCH I • VARIATION FROM THIS SHALL BE APPROVED IN WRITING BY COUNTY ENGINEER •• 5-0" WHERE REQUIRED BY ORDINANCE. ... ACUTAL WIDTH TO BE BASED ON HYDRAULIC REQUIREMENT OF SPECIFIC SITE. HA MIL TON COUNTY HIGHWAY STANDARD CROSS-SECTION COLLECTOR S TREE T w/o CURB file: HAMCRST DWG (NO SCALE) I_ 100' TOP -I OF CURB--- STABILIZATION URBti eg ' CONCRETE THRUST BLOCKING CONCRETE TO BE POURED Bt TWEEN PIPE Mt FIRM FACE OF TRENCH AT ALL TEES BENDS & PLUGS TYPICAL THRUST BLOCKING STABILIZATION JAN FEB MAR. APR, MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. PRACTICE PERMANENT Ate•//III////•-�'�I/� SEEDING DORMANT B �� B SEEDINGD Pill TEMPORARY SEEDING SNG F t # •/��/�I/���/• �� ODDI MULCHING G A - KENTUCKY BLUEGRASS 40 LBS/ACRE: CREEPING RED FESCUE 40 LBS/ACRE: PLUS 2 TONS STRAW MULCH/ACRE, OR ADO ANNUAL RYEGRASS 20 LBS/ACRE B KENTUPLUS 2�TONSKY BLUEGRASS MULCH/A/CRE OR ADDCREEPING ANNUAAL RYEGRASS 30 LBS/ACRE. C - SPRING OATS 3 BUSHEL/ACRE. D . WHEAT OR RYE 2 BUSHEL/ACRE E = ANNUAL RYEGRASS 40 LBS/ACRE. F - SOD G - STRAW MULCH 2 TONS/ACRE. •/I/• IRRIGATION NEEDED DURING JUNE. JULY, AND/OR SEPTEMBER .• IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD SEASONAL SOIL PROTECTION CHART VARIE; lip EXISTMO GDE ASPHALT r 111i RAP . Ne OEs Ir�-I s RfVEJIT SET AT FLOVLIE LOW WATER CROSSING DETAIL No SCALE NORMAL Mqk POOL ELEVATION 8' MIN 10• LAKE CROSS SEC TION EROSION CONTROL: A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRF"NG OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION. AFTER GRADNG. ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A. SWAIE SEEDING', SEED AND FERTILIZE WTHN CONSTRUCTION LIMITS WITH 5//ACRE-REDTOP GRASS', 20//ACRE -RYELIMITS 'Tr GRASS 20//ACRE 'BLUEGRASS-. 25//ACRE -FESCUE- AND 6001/ACRE 12-12-12 FERTILIZER_ B. CVT/FILL SEEDING (ALONG PAVED AREAS): SEED AND FERTILIZE WITH 25//ACRE 'FESCUE , 20/NACRE -RYE GRASS-, 15#/ACRE "BLUEGRASS' AND 600//ACRE 12-12-12 FERTILIZER. C. SEEDED AREAS SHALL HAVE A SUITABLE MULCH APPLIED FOR EROSION AND SILT CONTROL. MULCH MAY BE STRAW, SHREDDED HARDWOOD OR EROSION CONTROL MAT_ D. DEVELOPERS OPTION: CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTIUZER SPECIFICATIONS. (NO SCALE) CONTROL SEEDING LIMITS VARIAA F VARIABLE EROSION CONTROL SEEDING Ulil VARIABLE GRADE AS WN r- ON PLANS SHO""LO) w (NO SCALE) file: PCHART.DWG (NO SCALE) SLOPE 1/4"/,Fr + V J.0' z r . ELEVATION 71 1 I I NO Tr: ON TAPS To I �- SMALLER THAN AH R-JSOI -TR/TL I� I _ LAVES' 1—ISI" AAM £rTT,ER A PRO IE PRO IEC IED o MTH PLASTIC 15J STOW I I ( TAPPED TEE OR A ieJ III —:PIPE SADDLE SHALL o. � —MONOLITHIC OR — BE USED a V_ III 2 MEEP HOLES I PRECAST CONCRETE IIIA z W 114 40 N iin W .; CONSTRUCTION = o E d BLOCK OR `. 12 STONE 1/2- PERFORMED JOINT FILLER ` CONC WALLS &W o' g o • e0 I FTING RING W R -- 1Dia- I In RECAST ONLY •`. 8'X6'X6' TEE 4 J/4" (bp.) POURED IN PLACE 24- µBARS -,2 0 C. BOTH WAYS I OR PRECAST 6' NOTE BEDDING FOR MANHOLE SHALL VAR. PIPE .SIZE BE A MINIMUM OF: 6'-18 STONE BASE ON le' MAx 6'-/2 STONE BASE t'�f r' DETAIL SO. CONIC. BASE LINE 0.116' PIPE A/ESN W NOF CURB I NL E T (NO SCALE) 0000000000100 NEEMN SENN REEME, t AVLMtIV I TRANSVERSE EXPANSION JOINTS BOTTOM TRANSVERSE CONTRACTION JOINTS OF CURB CURB JOIN T DE TA IL (NO SCALE) -III + V J.0' z TRANSVERSE JOINT rp4FI 1 I I NO Tr: ON TAPS To I �- SMALLER THAN v£ I Tr I� I _ LAVES' 1—ISI" AAM £rTT,ER A PRO IE PRO IEC IED o MTH PLASTIC SPECIFIED I I ( TAPPED TEE OR A ieJ III —:PIPE SADDLE SHALL o. — BE USED a V_ III IIS z III IIIA z W 114 40 N iin W .; FILL WITH CONCRETE = o E I' II SERHCE I-1 O l I- �111 I—I I . , ,— —, , i I lrr PIPE TD BE SUPPORTED ALONG ENTIRE LENGTH - EXCAVATE FOR EACH JOFNT WATER SERVICE INS TA L L A TION (NO SCALE) file: WATSER.DWG 50RIGHT-OF-WAY 10•/11' 30' (MAIN) / 28' (CUL-DE-SAC) 15 /14 15/14' -{ 1'(mm) 4 2' LOCATION OF 2 I Sl�T 4 1'(min) PATCH �OE PROFILE GRADE LEVEL UNE _rl - r,,_ CROMIN 1 4' T mum" JIM CONC. WALK 1'-�ACURFACE CONC, ROLL CURB 3'-H A.C. BINDER 4--153 STONE 5--f2 STONE TYPICAL SECTION -LOCAL S TREE T 1/2- PERFORMED JOINT FILLER U UII PRQPERLY z TRANSVERSE JOINT rp4FI USE 6' PVC PIPE 0 0 W LEN M F OR EOUAL •o SPECIFIED �i�mQ7Q7n['•�FFi�l�•>s p >1% 0 0 o. �- BUTYL RUBBER COATING a 8 Z 0••0 0 0 W IN 0 0 z W 114 40 N I I FILL WITH CONCRETE = o E d TRAM NT 1/2- PERFORMED JOINT FILLER N < PRECAST CONCRETE ADJUSTER RINGS: 4' MIN. -12- MAX. ISI I- •i �_ ��� .� 3 � 4' CONCRETE �6' SUBSURFACE DRAIN TILE M -CRE SPECIFIED DRAINAGE SWALE SECTION "`_PREPARED SUBGRADE (NO SCALE) TYPICAL SIDEWALK SEC TION 16' 32- OR 48' (NO SCALE) file: LOCST.DWG �NEENAH R-1642 OR EOUAL KENT SEAL 1/2' PLASTER 1, \ \ TAPERED CONE SECTION 1'-A' . 1 LINE OF 24' NOTE MANHOLE SHALL CONFORM TO ASTM C-478. JOINTS SMALL CONFORM TO ASTM C-443 U UII PRQPERLY NEENAH R -1980-C - rp4FI USE 6' PVC PIPE 0 0 W LEN UNLESS OTHERWISE OR EOUAL •o SPECIFIED �i�mQ7Q7n['•�FFi�l�•>s p >1% 0 0 o. �- BUTYL RUBBER COATING 48" NOTE MANHOLE SHALL CONFORM TO ASTM C-478. JOINTS SMALL CONFORM TO ASTM C-443 (NO SCALE) (NO SCALE) file: CONCWALK.DWG file: MHHAM.DWG LONG RADIUS CURVE I—I I -I I 12' MIN IIIH :-IIIII Ilillil I D/4 OR 6 MINit. U UII 0 0 o NEENAH R -1980-C II 0 0 o•• 0 -RING GASKET 0 0 OK Cr ' O OR EOUAL •o o �i�mQ7Q7n['•�FFi�l�•>s p ILI z 0 0 o. �- BUTYL RUBBER COATING 48" 8 Z 0••0 0 0 4 DIAMETER IN 0 0 114 40 N I I FILL WITH CONCRETE = - I N < &W o' g o • e0 I FTING RING GROUT I I 8 00 o ° 'a I RECAST ONLY 8' 8'X6'X6' TEE �- POURED IN PLACE 24- µBARS -,2 0 C. BOTH WAYS I OR PRECAST 6' NOTE BEDDING FOR MANHOLE SHALL BE A MINIMUM OF: 6'-18 STONE BASE ON 6'-/2 STONE BASE STANDARD MANHOLE DETAIL (NO SCALE) (NO SCALE) file: CONCWALK.DWG file: MHHAM.DWG LONG RADIUS CURVE I—I I -I I 12' MIN IIIH :-IIIII Ilillil I D/4 OR 6 MINit. LIGHTLY COMPACTED BACKFILL (OR GRANULAR WHERE SPECIFIED ON PLAN AND PROFILE SHEETS) 1111.11 III- COMPACTED /8 STONE 1111 III I- NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS THE TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6- AND REFILLED W/GRANULAR MATERIAL BEDDING MATERIAL TO BE COMPACTED 18 STONE _III—III Ti .III—III. I _ 24' SANITARY SEWER PIPE BEDDING (FOR FLEXIBLE PIPE, INCLUDING LATERALS) (NO SCALE) STEEL FENCE POST NOTE. CAP & TAPE TEMPORARY EXTENSION AB04E GROUND TO BE REM04ED UPON CONNECTION TO HOUSE 1$ ALL 4IEASUREUENTS TO BE m PROPOSED CRADE MEASURED FROM BACK OF CURB VIX L - i REDUCING T 6- (1101111111) 1 • REQUIRED SSD MAIN + MIW SL DoE 0. TOx 3- WIN • J' AIN. 12- AMI. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS NORMAL GRADE 1/4: / 1 FT. MINIMUM GRADE 1 /8 / 1 FT ISOMETRIC PLAN TYPICAL HOUSE CONNECTION TO MAIN SA NI TA R Y SEWER (NO SCALE) file: CONNECT.DWG TOP SLAB REM/FOIRGEMIENT (NO SCALE) 24' EARTH OR (TNCRETE SURFA CONCRETE CURB I* I j SUBCRAAGGREGATE I o DEPTH VARIES 0 0 /8 WASHED GRAVEL I o OR CLASS 'A' WASHED STONE NaTTE>; 1� M/ALLA1R)1 a► IRODtD1tAIN SIAM C.dr'ow TO NCIH T% OF M 1 VDT1EJ LO" OWARIT OF 1111AW tTA1101N D ca STAAI)&SIJTC tgNS D -PIPE DIAMETER E lsot H cGRAM SILL NOT K INSTALLED MIN 6" SUM B SURFACE DRAIN LIATL FINAL ORAOM NO COMPACTION Is COMM.E= ON SAMR&M ANY COITAMMMnM of U�ORr M 11 3o7 SMALL K tIYOKO 00" TO INSTALLATION III IN MIN Or AaOROAIE BASE 12' MIN t/TNDONORAM SHALL 111107 K MTALLED 18' MAX UNa VIIUM LOCATED KWATN THE 1ANDE7MRAMS III IN RACE. ON MMWMAINS, 3?0n SteE1f>, smoratr Strpts, ECT-) PIPE UNDERDRA IN (NO SCALE) OPEN NG 0 0 o o 0 0 0 0 0 o•• o . 0 0 0 • • 0 o ' O o • �r• •o o �i�mQ7Q7n['•�FFi�l�•>s p • o 0 0 o. ,o 0. 0 0 ' •Q o 0 0••0 0 0 0 IN 0 0 LIGHTLY COMPACTED BACKFILL (OR GRANULAR WHERE SPECIFIED ON PLAN AND PROFILE SHEETS) 1111.11 III- COMPACTED /8 STONE 1111 III I- NOTE: FOR ROCK OR OTHER INCOMPRESSIBLE MATERIALS THE TRENCH SHOULD BE OVER EXCAVATED A MINIMUM OF 6- AND REFILLED W/GRANULAR MATERIAL BEDDING MATERIAL TO BE COMPACTED 18 STONE _III—III Ti .III—III. I _ 24' SANITARY SEWER PIPE BEDDING (FOR FLEXIBLE PIPE, INCLUDING LATERALS) (NO SCALE) STEEL FENCE POST NOTE. CAP & TAPE TEMPORARY EXTENSION AB04E GROUND TO BE REM04ED UPON CONNECTION TO HOUSE 1$ ALL 4IEASUREUENTS TO BE m PROPOSED CRADE MEASURED FROM BACK OF CURB VIX L - i REDUCING T 6- (1101111111) 1 • REQUIRED SSD MAIN + MIW SL DoE 0. TOx 3- WIN • J' AIN. 12- AMI. TYPICAL SSD LATERAL TO INDIVIDUAL LOTS ALONG STREETS NORMAL GRADE 1/4: / 1 FT. MINIMUM GRADE 1 /8 / 1 FT ISOMETRIC PLAN TYPICAL HOUSE CONNECTION TO MAIN SA NI TA R Y SEWER (NO SCALE) file: CONNECT.DWG TOP SLAB REM/FOIRGEMIENT (NO SCALE) 24' EARTH OR (TNCRETE SURFA CONCRETE CURB I* I j SUBCRAAGGREGATE I o DEPTH VARIES 0 0 /8 WASHED GRAVEL I o OR CLASS 'A' WASHED STONE NaTTE>; 1� M/ALLA1R)1 a► IRODtD1tAIN SIAM C.dr'ow TO NCIH T% OF M 1 VDT1EJ LO" OWARIT OF 1111AW tTA1101N D ca STAAI)&SIJTC tgNS D -PIPE DIAMETER E lsot H cGRAM SILL NOT K INSTALLED MIN 6" SUM B SURFACE DRAIN LIATL FINAL ORAOM NO COMPACTION Is COMM.E= ON SAMR&M ANY COITAMMMnM of U�ORr M 11 3o7 SMALL K tIYOKO 00" TO INSTALLATION III IN MIN Or AaOROAIE BASE 12' MIN t/TNDONORAM SHALL 111107 K MTALLED 18' MAX UNa VIIUM LOCATED KWATN THE 1ANDE7MRAMS III IN RACE. ON MMWMAINS, 3?0n SteE1f>, smoratr Strpts, ECT-) PIPE UNDERDRA IN (NO SCALE) NOTE' Z CAP & TAPE TEMPORARY EXTENSION A90W Z GROUND TO BE REAI04ED UPON CONNECTION TTI HOUSE 2' MAN. y 4• MAX. 2I �I ALL uEASUREuENTS TO BE 2 ~I MEASUR FROM BACK OF CURB+ I O PROPOSED GLADE I I 2 WI GRAS 4:1 #4 RE -BAR WELDED TO WASHED GRA4EL 8- SH • •,� • •'' M.E.S. W/ 4.. OPENINGS 9LM�AL,A4 eA4EL •s.•j. I FOR DEBRIS/ANIMAL GUARD. WASNNED STDNE •'.'. ; :'�ti 6" (NOTCH.) :. . SSD MAIN F IAN. SLOE 0.30% ' REDUCING T MRN, 4' SSD • REQUIRED SPECIAL END SEC. DETAIL W/DEBRIS/ANIMAL GUARD 3 """ J" M"" (NO SCALE) 12' MMI, TYPICAL SSD LATERAL TO INDIVIDUAL LOTS IN REAR YARD (NO SCALE) (NO SCALE) STEEL FENCE POST /4 BARS • 6. O.C. WITH EXTRA BARS AROUND OPENING I NOTE: USE NEENAH R-2561 CASTING OR EOUAL AT EARTH DITCH INLET LOCATIONS NEENAH TYPE CASTING NO 1772-A OR EQUAL / (SOLID CASTING, ONLY OUTSIDE OF PA4EAIENT LIMITS) lit II II II / I t j1 11 Z W � I j 7 "MIN. III 8' OPEN NG STEEL FENCEPOST FOR TEMPORARY PROTECTION EAST JORDAN SET FLUSH WITH CASTING 1570 OR EQUAL FINISH GRADE F:ii�•lQ:A# FILL MITN CONCRETE I/2/FOO T(MTAQ I I SLOOPPEE �i�mQ7Q7n['•�FFi�l�•>s ao o ° 0 0�tt,, u� °'o °o °,0J V. • • , m r • A . U IN 6 - TS TONE Q. o Ln = - I N < &W DIRECTION OF FLOW CAP 8'X6'X6' TEE 24- SUBSURFA CE DRAIN RISER SEC TION NOTE' Z CAP & TAPE TEMPORARY EXTENSION A90W Z GROUND TO BE REAI04ED UPON CONNECTION TTI HOUSE 2' MAN. y 4• MAX. 2I �I ALL uEASUREuENTS TO BE 2 ~I MEASUR FROM BACK OF CURB+ I O PROPOSED GLADE I I 2 WI GRAS 4:1 #4 RE -BAR WELDED TO WASHED GRA4EL 8- SH • •,� • •'' M.E.S. W/ 4.. OPENINGS 9LM�AL,A4 eA4EL •s.•j. I FOR DEBRIS/ANIMAL GUARD. WASNNED STDNE •'.'. ; :'�ti 6" (NOTCH.) :. . SSD MAIN F IAN. SLOE 0.30% ' REDUCING T MRN, 4' SSD • REQUIRED SPECIAL END SEC. DETAIL W/DEBRIS/ANIMAL GUARD 3 """ J" M"" (NO SCALE) 12' MMI, TYPICAL SSD LATERAL TO INDIVIDUAL LOTS IN REAR YARD (NO SCALE) (NO SCALE) STEEL FENCE POST /4 BARS • 6. O.C. WITH EXTRA BARS AROUND OPENING I NOTE: USE NEENAH R-2561 CASTING OR EOUAL AT EARTH DITCH INLET LOCATIONS NEENAH TYPE CASTING NO 1772-A OR EQUAL / (SOLID CASTING, ONLY OUTSIDE OF PA4EAIENT LIMITS) lit II II II / I t j1 11 Z W � I j 7 "MIN. III 8' J�t 110 N p BARS- 12' o. c. BOTH WAYS 3 "M/N. SHALLOW MANHOLE PIPE SIZES 8"-24" (NO SCALE) NOTE: PRECAST INLET STRUCTURES OF SUITABLE SIZE MAY BE SUBSTITUTED FOR STORM MANHOLES AT REQUIRED LOCATIONS NOTE: THE ACTUAL INVERT OF THE MANHOLE STRUCTURE MAY NEED TO BE SET BELOW THE INVERT OF THE STORM PIPE TO ALLOW FOR THE PROPER CONSTRUCTION OF THE CASTING AND TOP SLAB TO THE REOUIRED FINISH ELEVATIONS W a CL 0 z W 8' GA—V. J STEEL A A 01 AAI - "......r.. tI^r z�., .^cam© • OPEN NG 4 F:ii�•lQ:A# FILL MITN CONCRETE I/2/FOO T(MTAQ I I SLOOPPEE �i�mQ7Q7n['•�FFi�l�•>s ao o ° 0 0�tt,, u� °'o °o °,0J V. 0 °01 6 - TS TONE J�t 110 N p BARS- 12' o. c. BOTH WAYS 3 "M/N. SHALLOW MANHOLE PIPE SIZES 8"-24" (NO SCALE) NOTE: PRECAST INLET STRUCTURES OF SUITABLE SIZE MAY BE SUBSTITUTED FOR STORM MANHOLES AT REQUIRED LOCATIONS NOTE: THE ACTUAL INVERT OF THE MANHOLE STRUCTURE MAY NEED TO BE SET BELOW THE INVERT OF THE STORM PIPE TO ALLOW FOR THE PROPER CONSTRUCTION OF THE CASTING AND TOP SLAB TO THE REOUIRED FINISH ELEVATIONS W a CL 0 z W 8' GA—V. J STEEL A A 01 AAI - "......r.. tI^r z�., .^cam© • f'�iE�Q1i7QFlt�i7�1 F:ii�•lQ:A# ommomo�a®� amint In"Enc�Swlnin �i�mQ7Q7n['•�FFi�l�•>s DIMENSIONS SLOPE PIPE C.A AB H L W (App, BODY INA. ,'* AX , ,. f 2± 12 1 1 4 1 :1 7 1 21 10 1 4 1 1 1 1 41 2.51 P 14 1 1 1 1 P. p ALL APEND QPHtJ�A14 14 1 7021ANCH $HAL1 ­ NOTES:STANDAFID SPECIFICATIONUIREMENTS AAS SET OUT I E S. IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMINUM ALLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO TOE ATE 12' C T 2 HJ SENT PA6RTS ARD SPECIFICATIONSSS�ALEALUMINUM ALLOY AS SET OUT IN STHHE�I OR W+A IMULTIPLE PANEL 8004 SH THE TOE PLATEN7I� H 57•IALLa E ��DRIV�TSOOCABQLTS. 1 art T;t 4 I FIND LL SZOoE END SECTIONS IT SHALLGALVANIZED STEEL NBE�MA D PUNCHED TO FIT ►{ALEREQUIRED ON S IN 2 1/2 SKIRT UP AND SUPPLIED LOOSE COMPLETE WITH 318 DIA 1 GALVAMZ�D BOLTS COST THEREOF SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER EACH FOR 'PIPE END SECTION' PAY LENGTH OF I WHpIEEERE VITRIFIED CLAY CULVERT ORCASTCA�SST (IRON CULVERT T�NA71AS SHOWN ORE METAL ORnCONCRETE�SHAALLLL BE COMPUTED LENGTH AND END SECTION 2 + FURNISHED AND SHALL BE AS APPROVED BY THE ENGINEER I I END SECTIONS wtt . BE PAID FOR AT THE CONTRACT UNIT LENGTH (L) PRICE EACH FOR PIPE END SECTION COMPLETE IN PLACE 1'R IAL AND ACCEPTED SIDE PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE END SECTION TO HELICALLY CORRUGATED PIPE SPECIFICA TIONS FOR HOOK BOLT AND NUT O 21/. 5' HOOK BOLT MATTEERRIIAL SHALL MEET THS CURRENT A g T.M. A -JOLT. THREADS CUT- 2'� SHALL BE AMERICAN STAND ARO COARSE TH AO SERIES, CLASS H FREE F1 T. WASHE OIN EL SQHEA pBEPQGRAT�IVANIZED IODINE T AREQRREEN�T A.S.T.M. SPEC1Fl ATION A-157. TpSHER$ ONirIL CAR80NE��NVERSIRNING THE NUT Y HANp AN C T qP ALVANI TO MEET R=t/Ni1/1NY - A.S.T M. Sp�C1Fl ATI A-1 NUT TH SHALL AN STAND COARSE THREAD SE S i 64 MAXIMUM ZEL). AHED TER GALVANI - Dy�e ING TQ PROVIDE A FREE NNING FIT ON THE CLASS II BOLT. NUTS �IIALL BE O i�� I I /4 ACROSS FLATS, 13 16' THICK, CURVE CROWNED TO APPROx. 1 RADIUS E 3/4' 0 BAR E METAL END SEC TI ON (NO SCALE) file: METALEND,DWG Close 'A' Conc. SID AL1( c AM oe Expansion Joint of Back Desirable Ramp Slope 1'/ft. C o/ Curb Line or of Sidewalk Maximum 1 1 /2'/ft, Line (See Notes: sheet 3 of 3) A PLAN VIEW Pavement Romp Sidewalk �11. 4' SECT" A -A MAdth of Romp Vor. 4• Min. Vor. troction joint (typ.) SECTION C -C • SECTION B -B TYPE I SIDEWALK RAMP FOR HANDICAPPED (NO SCALE) TO BE INSTALLED AT ALL STREET INTERSECTIONS. `r,HNtUIIFIA, ,..�I%�AN y. w STL i NO. * s A � /`s�MDtaN6 �\ yeti, hA1.� n�►m+M ALLAN H. WE/HE-REG P.E. -lN X8827