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Home My WebLink AboutSP-5j NO rE SMALLER LATERAL CONNECTION TO CLEANOUT FRAME AND COVER STRUCTURE TO BE WITHIN 30' OPEN NG (THREE FEET) OF THE FOUNDATION WALL ' FINISH FLOOR I ` --•-T� '�1 / CLEANOUT PLUG k ADAPTER I`ci OUT AQE � NOTE: ALL STRIPES TO APT/SIER 4 AWN -1r NAX CONCRETE U� u ENCA MINT WHIEEN� NOT BE 4' PAINTED WHITE f & 0LR8 IMTH CONCRETE PROPASEDNRIGID SURFACE EXTERIOR BACKPLASTER MATERIAL ►/4 t 1/16" 6' PVC PIPE 11 A/AX d, . .' • 1/8 STREET BEND IG d STREET WYE 2' BELOW TOP OF CONE x BENDS AS REQUIRED r �� in D ry 6" PIPE 6'` (SEWER LATERAL) - -- I I (MAX) t' TYPICAL CLEANOUT SECTION TYPE I (NO SCALE) i3 "MIN. 1 0' *max 1 /4" RI .5' -,, 1 PAVEMENT GRANULAR 1 6' ' BACKFILL CURB DE TAIL (NO SCALE) file. CURB —I.DWG TOPSOIL I Ml6NF_- 18 Q P + II A LORE 1/4 PER FT n BACKFILL III -1 I1- COMPACTED SUBGRADE COMBINED CONCRETE CURES & GUTTER DR r' TYPE (NO SCALE) file: DRY(-,—G DWG S1Att= iiLA1 1jN JAN FEB MAk APR- MAY JUNE JUL AUG, SEPT OCT NOV. DEC PPACTICE _ S PERMANENT A—• / / / /I / / //• •�I/� SEEDING DORMANT B SEEDING ' TEMPORARY C D� SEEDING E'�� •� !/% I / / //� A kENTUCkY BLUEGRASS 40 LBS /ACRE, CREEPING RED FESCUE 40 LEIS /ACRE, PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LOS /ACRE B PLUSU2KTONSUSTRAWSMULCH /A/C.'RE EORCREEPING ADD ANNUAL RYEGRASS 30 LSS/ACRE C - SPRING OATS 3 BUSHEL /ACRE G - WHFAT OR RYE 2 BUSHEL /ACRE F. ANNUAL RYEGPASS 40 LEIS /ACRE f SOD _ :STRAW MULCH 2 TONS /ACRE • % !• IRRIGATION NEEDED DURING JUNE. AIL,, AND /(R SEPTEMBER .. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD A' O L -,01L FROIECTiON CHART (NO SCALE) 18' EXISTING GROUND I' RADIUS GRADE �` 6 'TOOLED .IOINT 6- APPLY EPDXY UNDER CONCRETE CURB ASPHALT SURFACE COURSE ASPHALT BINDER COURSE CONCRETE CURB r CRUSHED STONE BASE 'COMPACTED AND WELL DRAINED SUBSOIL EX TRUDED CONCRE TE CURB (NO SCALE) /4 BARS • 6' O.0 WITH EXTRA BARS AROUND OPENING TOP SLAB RE#woRCEmcmr NEENAH CA STING NO 1772 -A OR EQUAL (SLID CASING, aWY OUtSIW OF PAVEMENT LIMITS) 4- SMALLER 3 FRAME AND COVER 4 OPEN NG 6 '3 SE£ SPECS BELOW I PRECAST CONCRETE I`ci � I � NOTE: ALL STRIPES TO APT/SIER 4 AWN -1r NAX RING U� u Burn ROBBER BASE BE 4' PAINTED WHITE f & 0LR8 IMTH CONCRETE w EXTERIOR BACKPLASTER MATERIAL ►/4 t 1/16" PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED 11 A/AX d, mw. THICKNESS FROM IG d AT LEAST 95% OF ITS MAXFMUM DRY DENSITY. 2' BELOW TOP OF CONE 3 "MIN. r �� in D ry TO CASTANG. PER SPECS. 6'` I I \ \ ECCENTRIC cavE s£cncw ~ t' 32" i3 "MIN. 1 LINE OF .24' JIM ~a NOTE. MANHOLE STEPS SHALL BE POLYPROPYLENE. F - - POLYPROPYLENE COATED STEEL REINFORCING OR i( 4' (TYP) j 10 AN APPROVED NON - CORROSIVE FIBERGLASS MATERIAL 5' 5' • II THE COPOLYMER POLYPROPYLENE SHALL MEET THE - .rM H(Xf hl CONFORM REQUIREMENTS OF ASTM D -4101 REINFORCED WITH 16' 1 T ASTAA C- 478 DEFORMED 3/8 INCH.(MIN) DIAMETER REINFORCING 32 STEEL CONFORMING TO THE REOUIRMENTS OF OR jV1W T TO CONFORM 0 A5rid C -443 ASTM A -615, GRADE 60 48' x � I PRECA51 COVCRErE SECTIONS O -RING GASKET BETMEEN to c ALL RISER AND CONE -- — SECTIONS, PLUS 112' EXIRUDABLE GASKET 0. 4' IA Ci (KENT SEAL OR EQUAL) v 'K FILL WTH CONCRETE W ALLAN H. WEIHE. REG. IND P. E. #8827 S�� p , 15Q2PRC1'bWG OE• «� /4 BARS -12 0. C. BO TH WA rS "� 't' , e� �, ,r,T 'i a .i�. •. ,4. At ,. - I uIN. .7 6 " -/2 5 s TANDARD MANHOLE DE TAIL PIPE SIZES 8 " -24" (NO SCALE) TOPSOIL I Ml6NF_- 18 Q P + II A LORE 1/4 PER FT n BACKFILL III -1 I1- COMPACTED SUBGRADE COMBINED CONCRETE CURES & GUTTER DR r' TYPE (NO SCALE) file: DRY(-,—G DWG S1Att= iiLA1 1jN JAN FEB MAk APR- MAY JUNE JUL AUG, SEPT OCT NOV. DEC PPACTICE _ S PERMANENT A—• / / / /I / / //• •�I/� SEEDING DORMANT B SEEDING ' TEMPORARY C D� SEEDING E'�� •� !/% I / / //� A kENTUCkY BLUEGRASS 40 LBS /ACRE, CREEPING RED FESCUE 40 LEIS /ACRE, PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LOS /ACRE B PLUSU2KTONSUSTRAWSMULCH /A/C.'RE EORCREEPING ADD ANNUAL RYEGRASS 30 LSS/ACRE C - SPRING OATS 3 BUSHEL /ACRE G - WHFAT OR RYE 2 BUSHEL /ACRE F. ANNUAL RYEGPASS 40 LEIS /ACRE f SOD _ :STRAW MULCH 2 TONS /ACRE • % !• IRRIGATION NEEDED DURING JUNE. AIL,, AND /(R SEPTEMBER .. IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD A' O L -,01L FROIECTiON CHART (NO SCALE) 18' EXISTING GROUND I' RADIUS GRADE �` 6 'TOOLED .IOINT 6- APPLY EPDXY UNDER CONCRETE CURB ASPHALT SURFACE COURSE ASPHALT BINDER COURSE CONCRETE CURB r CRUSHED STONE BASE 'COMPACTED AND WELL DRAINED SUBSOIL EX TRUDED CONCRE TE CURB (NO SCALE) /4 BARS • 6' O.0 WITH EXTRA BARS AROUND OPENING TOP SLAB RE#woRCEmcmr NEENAH CA STING NO 1772 -A OR EQUAL (SLID CASING, aWY OUtSIW OF PAVEMENT LIMITS) 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 REQUIRED FINISH ELEVATIONS. EROSION CONTROL A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION AFTER GRADING. ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5#/ACRE - REDTOP GRASS 20/ /ACRE 'RYE GRASS ". 20/ /ACRE 'BLUEGRASS', 25/ /ACRE "FESCUE' AND 600 / /ACRE 12 -12 -12 FERTILIZER. B CUT/FILL SEEDING (ALONG PAVED AREAS). SEED AND FERTILIZE WITH 25/ /ACRE 'FESCUE'. 20/ /ACRE '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. a D DEVELOPERS OPTION_ CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS EROSION CONTROL jTAT`6MENT L T:-E SCOPE OF T�-E WOQI: IS TO GEESTAaISH VEGE A'NE COVE? BY SEEING. EiT1.62 PE KAAN!NT/Te POQARY. OR EROSION CONTROL TYPES. AS %-ICYWN ON TFE PLAN AFTER P INISI+ GRADING. ALL CONSTRUCTION AREAS ARE TO Be S '� 2 vg7MAN3NT AND T5%pOPART SEEDING SHALL BE N ACCORDANCE NT`W TILE DETALS SPECF:ICATIONS 3� 3. EQOSCN CONTROL SEEDNG AN NTlEQIIM SEEDNG TO BE APPLIED TO ALL DISTLRBFM AREAS AS SOON AS MI AL GRADING IS ESTABLISIC0 MIX AND APPLY AS SHOWN N TIE SPE<7 K;CATIONFa dF TWS SEEDING IS APPL9X) IN+EMATEL Y LIPON FWSW GRADING. IT CAN SAVE SOME CIF TI-E M -PTI$2 SE Dr,G AND IBVCTI.BJ Tl•E DLRATION FETYIEEN TLE MANTENAN1 OF TLE SLTATIONI TRAPS AND BAQRVWS1 4, F GRADING OCCURS OLIRIdG DECEMBIER . JAMjARY OF FEBRUARY. DORMANT SEEING PROCEDI IMS SHALL SE USED. IT IS MR32ATW THAT ALL SEDIMENT F-LT52S AND TRAPS ARE N PLACE PRCQ TO B11X EAWTIA0VNG OF CLEARING OPERATIONS COMlM54M VARIES 8" 114" PER FOOT SCORE I" RAD ♦ ♦ ♦ 1 /8 "RAD. v, ' COMPACTED r SUBGRADE � _ -CLASS 'A' CONCRETE 'v ► INTEGRAL WALK AND CURB DETAIL (NO SCALE) DOOODO000 OOODO0000 000000000 ODDDDDDDO 000000000 000000000 000000000 0010000000 DD00D000D TC EL£V. PAVEMENT- 1'- H.A.C. SURFACE 3'- H.A.C. BINDER 4' -053 STONE 5 " -/2 STONE '-COMPACTED GRANULAR SUBGRADE R/W ASPHALT PAVING SECTION R/W PAVEMENT (NO SCALE) 1'- H.A.G. SURFACE 2'- H.A.C. BINDER 4 " -/53 STONE 18' R 4' -/2 STONE i SUBGRADE A SPHA L T PA VIN G v SEC TION ON —SITE PAVEMENT (NO SCALE) NEENAH R -3405 OR EQUAL 24" COMPACTED SUBGRADE 12" MIN. �. - PRECAST CONC WALLS--, ALLS ,f2 S TONE VAR. PIPET 118" PIPE SIZE (MAX) CONC BASE j NOTE. WHERE •STORM PIPES INTERSECT PRECAST INLET STRUCTURE AT AN ANGLE, A LARGER INLET STRUCTURE MAY BE REQUIRED TO INSURE THE STRUCTURAL INTEGRITY OF THE PRECAST UNIT. NOTE: DEPENDING UPON PRECAST INLET SIZE AND DEPTH A NEENAH R- 3405 -A CASTING OR EQUAL MAY BE SUBSTITUTED. PA VED A REA I NL E T DRAINAGE SWALE SECTION (NO SCALE) S. DURING OQ 1 WEA rl-M. k-eE! ' L A V 04b W A T02ED WI Rr ,`PQ ,L W', 06' OT1-M APPQOV® AET14ODS. RESEED ANY AREA5 NOT GEQN911ATNG OF: DAMAGED AT INTERVALS AS MAY BE REOU ACCORDING TO SEASONAL 0ON13MON MO /OR COIIiTRUCTION ACTTVEWCTMTY WATER GRASS ANO EkECLIT1s tECeSSAARY SEM01ING UNTIL Pill STAND OP GRASS HAS BEEN OBTAINED. a F OLIRINIS WILE! CONSTRUCTION PROCESS, Ti-E CONTRACTOR IS ABLE TO MAINTAIN A 25 MNI&M WICTW OF VEGETATIVE ('OVER APOIJI D TLE PERI ETE12 OP TI.E CONSTRUCTION ACTIVITY, T1$ WLL GREATLY REDUCE OR N SOME CASES MJMINIATE T1.41= KEM) POR SOME SILTATION BAQQE12S. 7 T.E IMPUEN4?ITATION AND MANTLNANCE OF TIE EROSION COWPDX_ PLAN IS TIZ SOLE RESPONISB.TY OF TI-E CCNdTRACTCR APD /CQ OWNER 8. IT SHALL BE TIE CONTRACTORS AND /OQ OWNERS RESPONSIBILITY TO MINMIZE 4WI IENTAT)ON (FRONT ON-SITE CONSTRLICTCN ACTMTV!S ) ROOM BONG DEPOSITED ONTO ADJACENT PROPERTES AND PeCIE! NG S1QEAMSdXTCIES N STRICT COMPLIANCE WR1-I IaJJ!5 (371 IAC E•-S CONSTRUCTION ACTIVITY STOQMWATS2 M 40F I COW 2W R S1.14LL ALSO BE Toe CONTRACTORS OR OWNERS fESPaJ$JTY TO OBTAIN ANY APPROVALS QEOl12ED FROM TIE LOCAL ALFTHORITY AND TO SLBAT A COMPLETE NOTICE CF WENT XTTtM TO TIE OFFICE OF WATIM MANAGEMENT, INDIANA OePARTM?JT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTALJCTIONI ACTIVITY. (NO SCALE) ww{DQQDD 1.331 LBS/FQOTORSTEEL 10' MAX. SPACING WIRE FENCE 14 GAGE (MIN) 6" MESH Wt SSgPA( I4 (EMASx FFLAESTENED TE WIRES OR�HOG STINGS FILTER FABRIC ALONG -� LENGTH (NO JOINTS) STAPLE dR WIRE TO FENC 4'X4' TRENCH TO B BACKFILL�Q ANU COMPACTED UPSLOPE PORT — c r I � 1 I- SI L T FENCE SECTION (NO SCALE) 10' Dia. 4- SMALLER 3 30-70 60- 4 OPEN NG 6 '3 r I 4 R I I`ci � I � NOTE: ALL STRIPES TO ilk`� U� u WFILL BE 4' PAINTED WHITE f & 0LR8 IMTH CONCRETE w SUITABLE WHEN PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED i�2 4CIPF 12' YIN. t TRENCH 15 BEYOND T d, I IG d AT LEAST 95% OF ITS MAXFMUM DRY DENSITY. Q 3 "MIN. r �� in D ry 6'` BARS -12' 0. C. BOTH WAYS t' i3 "MIN. JIM ~a 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 REQUIRED FINISH ELEVATIONS. EROSION CONTROL A TEMPORARY SEEDING MIXTURE IN THE AREAS WHERE STRIPPING OR FILL HAVE BEEN GRADED SHALL BE SEEDED FOR SILT EROSION PROTECTION AFTER GRADING. ALL CONSTRUCTION AREAS ARE TO BE SEEDED AS FOLLOWS: A SWALE SEEDING: SEED AND FERTILIZE WITHIN CONSTRUCTION LIMITS WITH 5#/ACRE - REDTOP GRASS 20/ /ACRE 'RYE GRASS ". 20/ /ACRE 'BLUEGRASS', 25/ /ACRE "FESCUE' AND 600 / /ACRE 12 -12 -12 FERTILIZER. B CUT/FILL SEEDING (ALONG PAVED AREAS). SEED AND FERTILIZE WITH 25/ /ACRE 'FESCUE'. 20/ /ACRE '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. a D DEVELOPERS OPTION_ CONSTRUCTION AREAS REQUIRING EROSION CONTROL MAY BE HYDROSEEDED IN ACCORDANCE WITH ABOVE SEED AND FERTILIZER SPECIFICATIONS EROSION CONTROL jTAT`6MENT L T:-E SCOPE OF T�-E WOQI: IS TO GEESTAaISH VEGE A'NE COVE? BY SEEING. EiT1.62 PE KAAN!NT/Te POQARY. OR EROSION CONTROL TYPES. AS %-ICYWN ON TFE PLAN AFTER P INISI+ GRADING. ALL CONSTRUCTION AREAS ARE TO Be S '� 2 vg7MAN3NT AND T5%pOPART SEEDING SHALL BE N ACCORDANCE NT`W TILE DETALS SPECF:ICATIONS 3� 3. EQOSCN CONTROL SEEDNG AN NTlEQIIM SEEDNG TO BE APPLIED TO ALL DISTLRBFM AREAS AS SOON AS MI AL GRADING IS ESTABLISIC0 MIX AND APPLY AS SHOWN N TIE SPE<7 K;CATIONFa dF TWS SEEDING IS APPL9X) IN+EMATEL Y LIPON FWSW GRADING. IT CAN SAVE SOME CIF TI-E M -PTI$2 SE Dr,G AND IBVCTI.BJ Tl•E DLRATION FETYIEEN TLE MANTENAN1 OF TLE SLTATIONI TRAPS AND BAQRVWS1 4, F GRADING OCCURS OLIRIdG DECEMBIER . JAMjARY OF FEBRUARY. DORMANT SEEING PROCEDI IMS SHALL SE USED. IT IS MR32ATW THAT ALL SEDIMENT F-LT52S AND TRAPS ARE N PLACE PRCQ TO B11X EAWTIA0VNG OF CLEARING OPERATIONS COMlM54M VARIES 8" 114" PER FOOT SCORE I" RAD ♦ ♦ ♦ 1 /8 "RAD. v, ' COMPACTED r SUBGRADE � _ -CLASS 'A' CONCRETE 'v ► INTEGRAL WALK AND CURB DETAIL (NO SCALE) DOOODO000 OOODO0000 000000000 ODDDDDDDO 000000000 000000000 000000000 0010000000 DD00D000D TC EL£V. PAVEMENT- 1'- H.A.C. SURFACE 3'- H.A.C. BINDER 4' -053 STONE 5 " -/2 STONE '-COMPACTED GRANULAR SUBGRADE R/W ASPHALT PAVING SECTION R/W PAVEMENT (NO SCALE) 1'- H.A.G. SURFACE 2'- H.A.C. BINDER 4 " -/53 STONE 18' R 4' -/2 STONE i SUBGRADE A SPHA L T PA VIN G v SEC TION ON —SITE PAVEMENT (NO SCALE) NEENAH R -3405 OR EQUAL 24" COMPACTED SUBGRADE 12" MIN. �. - PRECAST CONC WALLS--, ALLS ,f2 S TONE VAR. PIPET 118" PIPE SIZE (MAX) CONC BASE j NOTE. WHERE •STORM PIPES INTERSECT PRECAST INLET STRUCTURE AT AN ANGLE, A LARGER INLET STRUCTURE MAY BE REQUIRED TO INSURE THE STRUCTURAL INTEGRITY OF THE PRECAST UNIT. NOTE: DEPENDING UPON PRECAST INLET SIZE AND DEPTH A NEENAH R- 3405 -A CASTING OR EQUAL MAY BE SUBSTITUTED. PA VED A REA I NL E T DRAINAGE SWALE SECTION (NO SCALE) S. DURING OQ 1 WEA rl-M. k-eE! ' L A V 04b W A T02ED WI Rr ,`PQ ,L W', 06' OT1-M APPQOV® AET14ODS. RESEED ANY AREA5 NOT GEQN911ATNG OF: DAMAGED AT INTERVALS AS MAY BE REOU ACCORDING TO SEASONAL 0ON13MON MO /OR COIIiTRUCTION ACTTVEWCTMTY WATER GRASS ANO EkECLIT1s tECeSSAARY SEM01ING UNTIL Pill STAND OP GRASS HAS BEEN OBTAINED. a F OLIRINIS WILE! CONSTRUCTION PROCESS, Ti-E CONTRACTOR IS ABLE TO MAINTAIN A 25 MNI&M WICTW OF VEGETATIVE ('OVER APOIJI D TLE PERI ETE12 OP TI.E CONSTRUCTION ACTIVITY, T1$ WLL GREATLY REDUCE OR N SOME CASES MJMINIATE T1.41= KEM) POR SOME SILTATION BAQQE12S. 7 T.E IMPUEN4?ITATION AND MANTLNANCE OF TIE EROSION COWPDX_ PLAN IS TIZ SOLE RESPONISB.TY OF TI-E CCNdTRACTCR APD /CQ OWNER 8. IT SHALL BE TIE CONTRACTORS AND /OQ OWNERS RESPONSIBILITY TO MINMIZE 4WI IENTAT)ON (FRONT ON-SITE CONSTRLICTCN ACTMTV!S ) ROOM BONG DEPOSITED ONTO ADJACENT PROPERTES AND PeCIE! NG S1QEAMSdXTCIES N STRICT COMPLIANCE WR1-I IaJJ!5 (371 IAC E•-S CONSTRUCTION ACTIVITY STOQMWATS2 M 40F I COW 2W R S1.14LL ALSO BE Toe CONTRACTORS OR OWNERS fESPaJ$JTY TO OBTAIN ANY APPROVALS QEOl12ED FROM TIE LOCAL ALFTHORITY AND TO SLBAT A COMPLETE NOTICE CF WENT XTTtM TO TIE OFFICE OF WATIM MANAGEMENT, INDIANA OePARTM?JT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTALJCTIONI ACTIVITY. (NO SCALE) ww{DQQDD 1.331 LBS/FQOTORSTEEL 10' MAX. SPACING WIRE FENCE 14 GAGE (MIN) 6" MESH Wt SSgPA( I4 (EMASx FFLAESTENED TE WIRES OR�HOG STINGS FILTER FABRIC ALONG -� LENGTH (NO JOINTS) STAPLE dR WIRE TO FENC 4'X4' TRENCH TO B BACKFILL�Q ANU COMPACTED UPSLOPE PORT — c r I � 1 I- SI L T FENCE SECTION (NO SCALE) 10' Dia. MIN. SMALLER 3 30-70 60- 4 66 k LARGER 6 '3 r INTEGRAL WALK ' SACKFLL WITH CLEAN � I b NOTE: ALL STRIPES TO ilk`� COMPACT BY APPROVED } BE 4' PAINTED WHITE f & 0LR8 sell"_ MAXIMUM DRY DENSITY. HDWIEVER, GRANULAR BACKFILL MAY BE SUITABLE WHEN PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED 12' YIN. t TRENCH 15 BEYOND T Y :# �. �. IG d AT LEAST 95% OF ITS MAXFMUM DRY DENSITY. y in 6'` w= t' ji ~a �20 F i( 4' (TYP) j 5' 5' • - `'� }" HANDICAP PARKING SYMBOL DETAIL HANDICAP RAMP DETAILw (NO SCALE) (NO SCALE) �Ihu� EDGE OF PAVEMENT, CURB GUTTER OR SIMILAR STRUCTURE B, = OUTSIDE DIAMETER D - INSIDE DIAMETER d - DEPT" OF PI OF W PE MATERIAL D MIN. SMALLER 3 30-70 60- 4 66 k LARGER 6 10 FROM EDGE OF PAVEMENT. . rrT' TY� / 1.25 BC f 12 (MIN.) is 4„1.. '3 r ' SACKFLL WITH CLEAN � I b GRANULAR MATERIAL k ilk`� COMPACT BY APPROVED sell"_ MAXIMUM DRY DENSITY. HDWIEVER, GRANULAR BACKFILL MAY BE SUITABLE WHEN PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED 12' YIN. t TRENCH 15 BEYOND T Y :# �. �. IG d AT LEAST 95% OF ITS MAXFMUM DRY DENSITY. y in u w= 10 FROM EDGE OF PAVEMENT. �µ / 1.25 BC f 12 (MIN.) e '3 r ' SACKFLL WITH CLEAN FILL SHALL BE PLACED IN 12 INCH LIFTS AND EACH LAYER SHALL b GRANULAR MATERIAL k SE COMPACTED BY MECHANICAL MEANS TO AT LEAST 95% OF ITS COMPACT BY APPROVED METHODS. NATIVE BACKFILL MAXIMUM DRY DENSITY. HDWIEVER, GRANULAR BACKFILL MAY BE SUITABLE WHEN PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED 12' YIN. t TRENCH 15 BEYOND T Y :# �. �. 10 FROM EDGE OF PAVEMENT. GRANULAR MATERIAL TO WITHIN V OF THE TOP OF THE TRENCH '3 (OR TO SUB -GRADE UNDER PAVEMENT). THIS GRANULAR BACK- •; FILL SHALL BE PLACED IN 12 INCH LIFTS AND EACH LAYER SHALL b R SE COMPACTED BY MECHANICAL MEANS TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. HDWIEVER, GRANULAR BACKFILL MAY BE PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED Y :# BY A COMBINATION OF SATURATION AND MECHANICAL MEANS TO IG d AT LEAST 95% OF ITS MAXFMUM DRY DENSITY. y u ALL EXCAVATED AREAS UNDER PAVED SURFACES OR.WITHIN 10' -0' OF ANY PAVED SURFACE SHALL BE BACKFRIED WITH GRANULAR MATERIAL TO WITHIN V OF THE TOP OF THE TRENCH '3 (OR TO SUB -GRADE UNDER PAVEMENT). THIS GRANULAR BACK- •; FILL SHALL BE PLACED IN 12 INCH LIFTS AND EACH LAYER SHALL b SE COMPACTED BY MECHANICAL MEANS TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY. HDWIEVER, GRANULAR BACKFILL MAY BE PLACED IN 24 INCH LIFTS PROVIDED EACH LAYERR IS COMPACTED Y :# BY A COMBINATION OF SATURATION AND MECHANICAL MEANS TO AT LEAST 95% OF ITS MAXFMUM DRY DENSITY. y u STORM SEWER BEDDING SEC TI DN CA SWALE 1 1/3 1 1/3 1 1/3 I STRAW BALES BURIED 3' a {Y \4-04 REBAR STAKE STRAW BALE PLACEMENT FOR EROSION CON TROL Y.I (NO SCALE) \,J, O CA SWALE 1 1/3 1 1/3 1 1/3 I STRAW BALES BURIED 3' a {Y \4-04 REBAR STAKE STRAW BALE PLACEMENT FOR EROSION CON TROL Y.I (NO SCALE) \,J, ok x c 0. ALLAN H. WEIHE. REG. IND P. E. #8827 S�� p , 15Q2PRC1'bWG OE• «� .s y "� 't' , e� �, ,r,T 'i a .i�. •. ,4. At ,.