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Home My WebLink AboutC7 Site Construction DetailsD d(MIN.) 27" SMALLER 3 30" TO 60" 4 66" LARGER 6 D d(MIN.) 27" SMALLER 3 30" TO 60" 4 66" LARGER 6 D d(MIN.) 27" SMALLER 3 30" TO 60" 4 66" LARGER 6 T 10' A4A 5' MIN 10' w CROSS SLOPE (TOWARD DRAINAGE) TRANSVERSE JOINT 18" R HANDICAP PARKING SYMBOL DETAIL w z J O U O 10" Dia. 4" TYP. rr NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 20' SEALANT SLOPE TO DRAIN PAVING SURFACE VARIES Z SEE LAYOUT PLAN lz TYPE I 4" (TYP) (NO SCALE) FILL PIPE FULL W/ CONCRETE ROUND TOP TO DRAIN 6 "DIA. SCHEDULE 40 STEEL ROUND PIPE PAINT- SAFETY YELLOW CONCRETE FOOTING PIPE BOLLARD DETAIL (NO SCALE) FINISH FLOOR J J OUTSIDE GRADE CONCRETE I WHEN NOT PROPOSED RIGID SURFACE 4" P.V.C. PIPE 1/8 STREET BEN .�e 4" X 6" INCREASER 6" PIPE (SEWER LATERAL) 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE SURFACE SILKSCREEN BLACK LEIIERS PARKING ONLY 1" RAD. ALL CORNERS 12" NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE WITH 8' POST SET 2 FEET INTO GROUND IN CONCRETE. POST SHALL BE 3" DIA. GALVANIZED STEEL. SIGN DETAIL NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) DF TH FmUNDATION WALL. 3.0' (MAX) (NO SCALE) NEENAH CASTING R -1976 OR EJIW 1578 FOR CLEANOUT IN PAVEMENT. CLEANOUT PLUG ADAPTER TYPICAL CLEANOUT SECTION (NO SCALE) NOTE: ALL PAINT TO BE NON SKID SURFACE APPLICATION OF CILICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING. 10' (AS SHOWN) 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE SURFACE SILKSCREEN BLACK LETTERS VAN PARKING ONLY 1" RAD. ALL CORNERS PROPOSED ADA SIGNS ON 3" DIAMETER POST (SEE SIGN DETAILS) n CO 12" NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE WITH 8' POST SET 2 FEET INTO GROUND IN CONCRETE. POST SHALL BE 3' DIA. GALVANIZED STEEL. SIGN DETAIL (NO SCALE) H.C. PARKING SPACE DETAIL (NO SCALE) 6" CONC. CURB 3" TOPSOIL O BACKFILL 32" 16" 32" OR 48" 48' 1" LIP GRASS CONC. WALK CONC. WALK. TO BE 1/4 "(MAX) ABOVE ASPHALT PARKING AREA TO ALLOW FOR A.D.A. ACCESS 6 Th i Il =1��.1 =�T �i I�TE n TiT 0 r 1.25 Lt 12" (MIN.) PI It 5.0' 1' -4" 1' -4" 6' 24" 4' DIAMETER 24" ASPHALT- HANDICAP RAMP DETAIL MAX. 16" GROUT BRICK -1/2" PLASTER C.I. M.H. STEPS NEENAH R- 1980 -C OR EQUAL FILL WITH CONCRETE GROUT p I 8 L #4 BARS -12" O.C. BOTH WAYS TAPERED CONE SECTION STANDARD SANITARY MANHOLE DETAIL NOTES: EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN. 1- z -J O 1 LINE OF .24" I 000 cf) 0 d r GRASS (NO SCALE) LIFTING RING P RECAST ONLY POURED IN PLACE OR PRECAST REINFORCED CONCRETE BASE (NO SCALE) ROLL CURB &c GUTTER SECTION TYPE 1 (NO SCALE) b 6" CONCI CURB GRANULAR FILL SUBGRADE AGGREGATE DEPTH VARIES PAVEMENT GREATER THAN EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY B OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE REGULAR BACKFILL NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY GREATER THAN 5' (1) LESS THAN 5' (2) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY (1) REGULAR BACKFILL GRANULAR BACKFILL B OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 8 (:RUSHED STONE OR APPROVED EQUIV. CLASS I BECs'! ?r MATERIAL HAND TAMi ED OR WALKED INTO PLACE PVC HDPE PIPE GASKET DETAIL TRENCH DETAIL —RCP >5' FROM EDGE OF PVMT. (NO SCALE) TYPICAL BEDDING SECTION PLAN VIEW BASENE PRE ORMED GASKET MATERIAL (TYP.) AD USTING R OR FLANGE OF CASTING ADJUSTING RING DETAIL (NO SCALE) 1.0' 'max. r 1 /4 R1.5" 6 !r .p p A 1.25 B c 12" (MIN.) 6 1.25 Bc (MIN.) At MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT d I I 8 i Ek 6�DDA$LE A KEYWAY (SEE DETAIL) 30 1/2" DIA. RISER RING THICKNESS 4"-1,?" OUTSIDE DIA. 34 OR 36" 1/4" CURB DETAIL (NO SCALE) 11. MIN. 12" 1/4!.1 1/6 Bc (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 957, STANDARD PROCTOR DENSITY NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE (NO SCALE) 3" 1 5/8" —ti 30 1/2" DIA. 1/4" -1/4" SECTION "A -A" 22" EXISTING GROUND STOR o T.C. ELEV. PRECAST CONCRETE ADSTER RING 12' MAX VI D.C.A.M. STANDARD PLAN 93 -01 GROUT \L I I 5' DIAMETER FILL WITH CONCRETE ii (FOR PIPE SIZES UP TO 36 (NO SCALE) v POURED IN PLACE #4 BARS -12" O.C. BOTH WAYS OR PRECAST CONCRETE 5 FOOT D A. 4.0' (min) 9 •••o •.o p.. 9 V 1 /2 3.4" MOUND FOR SETTLEMENT COMPACTED COLD V M D. TONE MIXT pM% LIQUID ASPH ALT) STR F tPTH PER SD STONE T CLASS. o 13.5 ARTERIAL'. R ANULAREE DLIBACKFILL T E M PORA RY O PATCH (NOV. 10 APRIL 15) 1 H OR Ail, AGGREGATE CE HQT ASPHALT BASE PER STREET CLASS. 10. ARTERIAL T i 4 8.5„ COLLECTOR C4�i•'v� 6.5 LOCAL COMPACTED 5D STONE GRANULAR D BACKFILL 'CONCRETE DEPTH PER STREET CLASS 9"-ARTERIAL 7 COLLECTOR 6" -LOCAL COMPACTED GRANULAR BACKFILL AS REQUIRED PLAIN CEMENT CONCRETE PATCHING NEENAH R -2564 OR EQUAL FOR BEEHIVE INLETS NEENAH R -3277 OR EQUAL FOR CURB AND GUTTER PREPARED SUBGRADE 2 EXISTING COMPACTED 2' 53 STONE COMPACTED GRANULAR BACK FILL r PRECAST, REINFORCED FLAT TOP OR CONE SECTION JOINT TO CONFORM TO ASTM C -443 MANHOLE TO CONFORM TO ASTM C -478 LIFTING RING RECAST ONLY VA\ I- O L TYPICAL SIDEWALK SECTION OTLi,S: MAY BE REQUIRED THE APPROVED PLANS OR BY D.O.T. PROJECT ENGINEER. IN CASES WHcRE THE STREET IS SEVERLY 6" COMPACTED COLD BIT. MIXTURE DAMAGED A 2 BINDER MAY ALSO BE #53 "B" STONE WITH 3.7% LIQUID ASPHALT) REQUIRED. BITUMINOUS PATCHING 1" HAC OR HAE SURFACE TACK COAT to 50' MINIM 11111 Ill!! AVEMENT TRANSVERSE. EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS .3D- X a E O a) (NO SCALE) SAW CUT CUT LIMITS OF PATCH .av .V 3 le C OMPACTED 53 STONE COMPACT BACKFILL 1 .73D EXISTING NOTE SAW CUT 1/3 PAVEMENT THICKNESS THEN BREAK OUT. EXIST. STREET 2 SEWER TRENCH OIL MAT STREETS (DOUBLE SEALED SURFACE) REPAIR OF CUTS WITHIN PAVEMENT LIMITS CURB JOINT DETAIL 4" CONCRETE WITH FIBER REINFORCING (NO SCALE) 15' -20' OF 4" PERFORATED HDPE SURROUNDED BY 6" NO. 2 STONE w a TOP CUR: 11111 OF MIR BIM BO TT OM OF CURB (NO SCALE) FIBER REINFORCING -Ii1 =111 =III FLOW LINE NEENAH R -3286 OR NEENAH R-1794 AS IC 4 VARIES (SEE PLANS) 4" SAND ON Hjj COMPACTED u� SUBGRADE 24" x 24" d d ^6�I NOTE: 6" CLASS "A" CONC. PRECAST OR POURED INTO PLACE INLET TYPE A 1/4" PER FOOT SLOPE SCOR.. f 1 RAD. C �Z w D 4‘..•••• o v 1 /8 "RAD. CLASS "A" CONCRETE 9 p 2'• D a O if I_I —II =III li= l PAVEMENT (NO SCALE) D o 6" INTEGRAL WALK AND CURB DETAIL COMPACTED GRANULAR SUBGRADE HEAVY ASPHALT SECTION 4• 411 COMPACTED SUBGRADE (NO SCALE) ASPHALT PAVING SECTION 4•3•14 T.C. ELEVATION a 1 H.A.C. NO. 11 SURFACE TACK COAT 2 1/2" H.A.C. NO. 9 BINDER TACK COAT 4 #53 STONE 4" NO. 2 COMPACTED AGGREGATE BASE (NO SCALE) 1"-H.A.C. #11 SURFACE 2 H.A.C. #9 BINDER 2 #53 STONE 4 #2 STONE (NO SCALE) 6" CONCRETE W.A.F. 6x6 W2.4 X 2.4 s 2 1 11=1 11E-11 I -1 i lI, J 11 -T= I I 1 =III _I i ITI 1 IT 11F COMPACTED SUBGRADE 4 #53 STONE CONCRETE PAVING SECTION (NO SCALE) 41) 0 a x CT 0 0 0 w 0 U a- W W z 3 a_ 0 awn r.Tj r,i Ell CI liN ,..11,--. Cr .-1 W WI LIU z (III9 UJ UJ OHO 0 CD 0 CC 4\ i NDiAlt4P'• ...--e,., „A ALLAN H. WEIHE P.E. 8827 SHEET NO. CD La co op co co to kti I AA C7 10 9 5' OR LESS EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY twy 5' FROM EDGE OF PVMT. (NO SCALE) TRENCH DETAIL RCP 6 5 4 3 WOLFSON YOUNG ARCHITECTS LANDSCAPE ARCHITECTS BETWEEN EXPANSION JOINTS CIVIL ENGINEERS LAND PLANNERS PREPARED FOR: SURVEYORS AS REQUIRED FIELD BY: AS REQUIRED 1/2" PERFORMED JOINT FILLER TRANSVERSE JOINT 6.0' BETWEEN TANSVERSE JOINTS 2% CROSS SLOPE (TOWARD DRAINAGE) TRANSVERSE JOINT 1/2" PERFORMED JOINT FILLER 18" R HANDICAP PARKING SYMBOL DETAIL w z J O U O 10" Dia. 4" TYP. rr NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 20' SEALANT SLOPE TO DRAIN PAVING SURFACE VARIES Z SEE LAYOUT PLAN lz TYPE I 4" (TYP) (NO SCALE) FILL PIPE FULL W/ CONCRETE ROUND TOP TO DRAIN 6 "DIA. SCHEDULE 40 STEEL ROUND PIPE PAINT- SAFETY YELLOW CONCRETE FOOTING PIPE BOLLARD DETAIL (NO SCALE) FINISH FLOOR J J OUTSIDE GRADE CONCRETE I WHEN NOT PROPOSED RIGID SURFACE 4" P.V.C. PIPE 1/8 STREET BEN .�e 4" X 6" INCREASER 6" PIPE (SEWER LATERAL) 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE SURFACE SILKSCREEN BLACK LEIIERS PARKING ONLY 1" RAD. ALL CORNERS 12" NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE WITH 8' POST SET 2 FEET INTO GROUND IN CONCRETE. POST SHALL BE 3" DIA. GALVANIZED STEEL. SIGN DETAIL NOTE: LATERAL CONNECTION TO CLEANOUT STRUCTURE TO BE WITHIN 3.0' (THREE FEET) DF TH FmUNDATION WALL. 3.0' (MAX) (NO SCALE) NEENAH CASTING R -1976 OR EJIW 1578 FOR CLEANOUT IN PAVEMENT. CLEANOUT PLUG ADAPTER TYPICAL CLEANOUT SECTION (NO SCALE) NOTE: ALL PAINT TO BE NON SKID SURFACE APPLICATION OF CILICA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING. 10' (AS SHOWN) 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE SURFACE SILKSCREEN BLACK LETTERS VAN PARKING ONLY 1" RAD. ALL CORNERS PROPOSED ADA SIGNS ON 3" DIAMETER POST (SEE SIGN DETAILS) n CO 12" NOTE: 12 "X18" 18 GAUGE HOT DIP GALVANIZED NON- REFLECTIVE WITH 8' POST SET 2 FEET INTO GROUND IN CONCRETE. POST SHALL BE 3' DIA. GALVANIZED STEEL. SIGN DETAIL (NO SCALE) H.C. PARKING SPACE DETAIL (NO SCALE) 6" CONC. CURB 3" TOPSOIL O BACKFILL 32" 16" 32" OR 48" 48' 1" LIP GRASS CONC. WALK CONC. WALK. TO BE 1/4 "(MAX) ABOVE ASPHALT PARKING AREA TO ALLOW FOR A.D.A. ACCESS 6 Th i Il =1��.1 =�T �i I�TE n TiT 0 r 1.25 Lt 12" (MIN.) PI It 5.0' 1' -4" 1' -4" 6' 24" 4' DIAMETER 24" ASPHALT- HANDICAP RAMP DETAIL MAX. 16" GROUT BRICK -1/2" PLASTER C.I. M.H. STEPS NEENAH R- 1980 -C OR EQUAL FILL WITH CONCRETE GROUT p I 8 L #4 BARS -12" O.C. BOTH WAYS TAPERED CONE SECTION STANDARD SANITARY MANHOLE DETAIL NOTES: EXPANSION JOINTS ARE REQUIRED AT STORM INLETS. CONTRACTION JOINTS SHOULD BE INSTALLED AT 10' SPACINGS. SPACING SHALL BE 5' ON CURVE RADII. CONTRACTION JOINTS SHALL BE TOOLED OR SAWN IN CONTINUOUSLY POURED CURBS TO A DEPTH OF 1/2" MIN. 1- z -J O 1 LINE OF .24" I 000 cf) 0 d r GRASS (NO SCALE) LIFTING RING P RECAST ONLY POURED IN PLACE OR PRECAST REINFORCED CONCRETE BASE (NO SCALE) ROLL CURB &c GUTTER SECTION TYPE 1 (NO SCALE) b 6" CONCI CURB GRANULAR FILL SUBGRADE AGGREGATE DEPTH VARIES PAVEMENT GREATER THAN EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY B OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE REGULAR BACKFILL NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY GREATER THAN 5' (1) LESS THAN 5' (2) EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT -OF -WAY (1) REGULAR BACKFILL GRANULAR BACKFILL B OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE 8 (:RUSHED STONE OR APPROVED EQUIV. CLASS I BECs'! ?r MATERIAL HAND TAMi ED OR WALKED INTO PLACE PVC HDPE PIPE GASKET DETAIL TRENCH DETAIL —RCP >5' FROM EDGE OF PVMT. (NO SCALE) TYPICAL BEDDING SECTION PLAN VIEW BASENE PRE ORMED GASKET MATERIAL (TYP.) AD USTING R OR FLANGE OF CASTING ADJUSTING RING DETAIL (NO SCALE) 1.0' 'max. r 1 /4 R1.5" 6 !r .p p A 1.25 B c 12" (MIN.) 6 1.25 Bc (MIN.) At MIN. 6" TOPSOIL TO ENSURE GRASS GROWTH IF NOT UNDER PAVEMENT d I I 8 i Ek 6�DDA$LE A KEYWAY (SEE DETAIL) 30 1/2" DIA. RISER RING THICKNESS 4"-1,?" OUTSIDE DIA. 34 OR 36" 1/4" CURB DETAIL (NO SCALE) 11. MIN. 12" 1/4!.1 1/6 Bc (2) "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 957, STANDARD PROCTOR DENSITY NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE (NO SCALE) 3" 1 5/8" —ti 30 1/2" DIA. 1/4" -1/4" SECTION "A -A" 22" EXISTING GROUND STOR o T.C. ELEV. PRECAST CONCRETE ADSTER RING 12' MAX VI D.C.A.M. STANDARD PLAN 93 -01 GROUT \L I I 5' DIAMETER FILL WITH CONCRETE ii (FOR PIPE SIZES UP TO 36 (NO SCALE) v POURED IN PLACE #4 BARS -12" O.C. BOTH WAYS OR PRECAST CONCRETE 5 FOOT D A. 4.0' (min) 9 •••o •.o p.. 9 V 1 /2 3.4" MOUND FOR SETTLEMENT COMPACTED COLD V M D. TONE MIXT pM% LIQUID ASPH ALT) STR F tPTH PER SD STONE T CLASS. o 13.5 ARTERIAL'. R ANULAREE DLIBACKFILL T E M PORA RY O PATCH (NOV. 10 APRIL 15) 1 H OR Ail, AGGREGATE CE HQT ASPHALT BASE PER STREET CLASS. 10. ARTERIAL T i 4 8.5„ COLLECTOR C4�i•'v� 6.5 LOCAL COMPACTED 5D STONE GRANULAR D BACKFILL 'CONCRETE DEPTH PER STREET CLASS 9"-ARTERIAL 7 COLLECTOR 6" -LOCAL COMPACTED GRANULAR BACKFILL AS REQUIRED PLAIN CEMENT CONCRETE PATCHING NEENAH R -2564 OR EQUAL FOR BEEHIVE INLETS NEENAH R -3277 OR EQUAL FOR CURB AND GUTTER PREPARED SUBGRADE 2 EXISTING COMPACTED 2' 53 STONE COMPACTED GRANULAR BACK FILL r PRECAST, REINFORCED FLAT TOP OR CONE SECTION JOINT TO CONFORM TO ASTM C -443 MANHOLE TO CONFORM TO ASTM C -478 LIFTING RING RECAST ONLY VA\ I- O L TYPICAL SIDEWALK SECTION OTLi,S: MAY BE REQUIRED THE APPROVED PLANS OR BY D.O.T. PROJECT ENGINEER. IN CASES WHcRE THE STREET IS SEVERLY 6" COMPACTED COLD BIT. MIXTURE DAMAGED A 2 BINDER MAY ALSO BE #53 "B" STONE WITH 3.7% LIQUID ASPHALT) REQUIRED. BITUMINOUS PATCHING 1" HAC OR HAE SURFACE TACK COAT to 50' MINIM 11111 Ill!! AVEMENT TRANSVERSE. EXPANSION JOINTS TRANSVERSE CONTRACTION JOINTS .3D- X a E O a) (NO SCALE) SAW CUT CUT LIMITS OF PATCH .av .V 3 le C OMPACTED 53 STONE COMPACT BACKFILL 1 .73D EXISTING NOTE SAW CUT 1/3 PAVEMENT THICKNESS THEN BREAK OUT. EXIST. STREET 2 SEWER TRENCH OIL MAT STREETS (DOUBLE SEALED SURFACE) REPAIR OF CUTS WITHIN PAVEMENT LIMITS CURB JOINT DETAIL 4" CONCRETE WITH FIBER REINFORCING (NO SCALE) 15' -20' OF 4" PERFORATED HDPE SURROUNDED BY 6" NO. 2 STONE w a TOP CUR: 11111 OF MIR BIM BO TT OM OF CURB (NO SCALE) FIBER REINFORCING -Ii1 =111 =III FLOW LINE NEENAH R -3286 OR NEENAH R-1794 AS IC 4 VARIES (SEE PLANS) 4" SAND ON Hjj COMPACTED u� SUBGRADE 24" x 24" d d ^6�I NOTE: 6" CLASS "A" CONC. PRECAST OR POURED INTO PLACE INLET TYPE A 1/4" PER FOOT SLOPE SCOR.. f 1 RAD. C �Z w D 4‘..•••• o v 1 /8 "RAD. CLASS "A" CONCRETE 9 p 2'• D a O if I_I —II =III li= l PAVEMENT (NO SCALE) D o 6" INTEGRAL WALK AND CURB DETAIL COMPACTED GRANULAR SUBGRADE HEAVY ASPHALT SECTION 4• 411 COMPACTED SUBGRADE (NO SCALE) ASPHALT PAVING SECTION 4•3•14 T.C. ELEVATION a 1 H.A.C. NO. 11 SURFACE TACK COAT 2 1/2" H.A.C. NO. 9 BINDER TACK COAT 4 #53 STONE 4" NO. 2 COMPACTED AGGREGATE BASE (NO SCALE) 1"-H.A.C. #11 SURFACE 2 H.A.C. #9 BINDER 2 #53 STONE 4 #2 STONE (NO SCALE) 6" CONCRETE W.A.F. 6x6 W2.4 X 2.4 s 2 1 11=1 11E-11 I -1 i lI, J 11 -T= I I 1 =III _I i ITI 1 IT 11F COMPACTED SUBGRADE 4 #53 STONE CONCRETE PAVING SECTION (NO SCALE) 41) 0 a x CT 0 0 0 w 0 U a- W W z 3 a_ 0 awn r.Tj r,i Ell CI liN ,..11,--. Cr .-1 W WI LIU z (III9 UJ UJ OHO 0 CD 0 CC 4\ i NDiAlt4P'• ...--e,., „A ALLAN H. WEIHE P.E. 8827 SHEET NO. CD La co op co co to kti I AA C7 10 9 5' OR LESS EDGE OF PAVEMENT, CURB, GUTTER OR SIMILAR STRUCTURE IN THE PUBLIC RIGHT-OF-WAY OUTSIDE DIAMETER D INSIDE DIAMETER d DEPTH OF BEDDING MATERIAL BELOW PIPE NOTE: ALL BEDDING INITIAL BACKFILL SHALL BE INSTALLED IN 6" TO 12" BALANCED LIFTS A MIN. 9" CLEARANCE SHALL BE PROVIDED ON EACH SIDE OF THE INSTALLED PIPE "B" BORROW OR EQUIV. GRANULAR MATERIAL COMPACTED TO 95% STANDARD PROCTOR DENSITY twy 5' FROM EDGE OF PVMT. (NO SCALE) TRENCH DETAIL RCP 6 5 4 3 WOLFSON YOUNG ARCHITECTS LANDSCAPE ARCHITECTS BETWEEN EXPANSION JOINTS CIVIL ENGINEERS LAND PLANNERS PREPARED FOR: SURVEYORS AS REQUIRED FIELD BY: AS REQUIRED