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Home My WebLink About102,103-00 East 96th St Auto Park Storm Sewer.43- TOP SOIL '• BACKFILL I I COMPACTED STONE BASE '• WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB,THE SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4'. CHAIRBACK CURB & GUTTER NO SCALE DCAM 12-01 (TYPE II) 6' 18" 1"r T.C. ELEV. 1'r 3- TOP SOIL °. • BACKFILL IET....' � i 1 SLOPE Y4 /FT. I 24" -� r COMPACTED STONE BASE • WHERE SIDEWALK IS CONSTRUCTED ADJACENT TO THE CURB,THE SPACE BEHIND THE NEW CURB SHALL BE FILLED WITH GRANULAR MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4". REVERSE SLOPE CHAIRBACK CURB & GUTTER r' V —Z NO SCALE DCAM (TYPE III) 4.5' T.C. ELEV. 3" TOPSOIL BACKFlLL�% o 6' 9Q9Q9RoN, Q9 co COMPACTED STONE BASE *MAY BE POURED MONOLITHIC WITH II CONCRETE STREET. 3- 24 . •••WHERE SIDEWALK IS NOT CONSTRUCTED ADJACENT TO THE CURB, THE SPACE BEHIND THE CURB SHALL BE FILLED WITH SUITABLE MATERIAL TO THE REQUIRED ELEVATION AND COMPACTED IN LAYERS NOT TO EXCEED 4". CONCRETE ROLL CURB & GUTTER n�i r NO SCALE DCAM 12-01 (TYPE 1) TOP OF 6" CURB 3' TAPER PVMT. SURFACE -\ d 10 N 1111111 a a a e e °-- °-- °-- °--°--- W. ELEVATION CURB END TRANSITION V-7 NO SCALE VARIES - SEE SITE PIANS LONGITUDINAL I T.C. ELEV. 1% MIN. DUMMY JOINT ASPHALT 5% MAX. � PVMT. ' COMPACTED SUBGRADE o o ° ° o GRANULAR BACKFILL ' COMPACTED SUBGRADE - THE UPPER 6- SHALL COMPLY WITH THE DENSITY REQUIREMENTS OF THE CONTRACT IMMEDIATELY PRIOR TO PLACING THE MATERIAL THEREON. ALL SOFT, YIELDING OR OTHER UNSUITABLE MATERIAL, WHICH CANNOT BE COMPACTED SATISFACTORILY, SHALL BE REMOVED. ALL ROCK ENCOUNTERED SHALL BE REMOVED OR BROKEN OFF AT LEAST 6' BELOW THE SUBGRADE SURFACE. ANY HOLES OR DEPRESSIONS RESULTING FROM THE REMOVAL OF UNSUITABLE MATERIAL, SHALL BE FILLED WITH SATISFACTORY MATERIAL AND COMPACTED TO CONFORM WITH THE SURROUNDING SUBGRADE SURFACE. COMBINED WALK & CURB DETAIL NO SCALE (SEE PLANS FOR GRADES) CURB AND GUTTER PLAN VIEW FACE OF CURB CONTROL JOINTS 6' O.C. SI OPE EDGE OF PVMT ax. 1ER IF601 PLAN r VARIES (TYP.) SEE DETAIL PV -6 SIDEWALK A' NOTE, f d/4 dr•T e ° I A *41TEACE L FRAME GATES W/ CHAIN LINK. 9GA. ; TYPE C • SAWED OR PREMOLDED STRIP • ° . d 1 /8-R*US FILL WITH JOINT SEALER EXPANSION JOINT FILLER 1 • d °• _ °. •• • O e e ° 80 Ga. — j ZE — dr VAN I l ACCES98LE `\ J 1 1/4' n d/81 SMOOTH DOWEL 151G. AT 12"CTR. LUBRICATE THIS END e ' TYPE A -ALTERNATE TYPE D EXPANSION JOINT TRANSVERSE CONSTRUCTION JOINT 1 /8'RADIUS I /8'TtADIUS— FILL WITH JOINT SEALER RAMP SLOPE ,� RAMP SLOPE • • . . dF '• .. • d� . • d 4 1 /4' d }' n .• e Max. 1' PER FOOT o ( Max. 1 PER FOOT �. •a TYPE E - I TIED TRANSVERSE CONSTRUCTION JOINT JOINT N—i ° Via• •• � a °I• 1x4 NOM. WESTERN CEADAR SLATS a - VERTICAL STAGGERRED (SHADOW BOX) t -{ 1.00' 1.00' PLAN VIEW A• EDGE OF PVMT FACE OF CURB \ DETECTABLE WARNING ;FACE PLAN PER ANSI A117.1 FACE OF CURB SEE GRADING PLAN 4' min. FOR SLOPE RIP -RAP AT 4Vh END OF TURN IN 4 4• � -III—i � �l � l—= I- -� 3.00' ji � I—III END PROFILE —III =I I I I II 11- /- ONCRETE CURB TURN -IN DETAIL N0 SCALE 4' (TYP.) � �'R�FWr 6' 4• ASPHALT B€CTO A -A RAMP SLOPE RAMP SLOPE Max. 1' PER FOOT 4'-0' Min. Max. 1��pOT SECTION B -B i• 1/8'RADIUS PRE -MOLDED STRIP FLUSH WITH SURFACE—\r d+2' +{ I NOTE, f d/4 dr•T ° I d� ° ° 1/B•-1/4� —r 1 *41TEACE L FRAME GATES W/ CHAIN LINK. 9GA. ; TYPE C TYPE A SAWED OR PREMOLDED STRIP EXPANSION JOINT LONGITUDINAL OR TRANSVERSE FILL WITH JOINT SEALER EXPANSION CAP 1 /8-R*US FILL WITH JOINT SEALER EXPANSION JOINT FILLER 1 • BROWN COLORED ALUM. LATTICE LUBRICATE ONE END PAPKPIG FRAME TO BE OF WELDED CONSTRUCTION 80 Ga. — j ZE — dr VAN I l ACCES98LE `\ J 1 1/4' BUTT JOINT FORMED d/80SMOOTH DOWEL BAR d/81 SMOOTH DOWEL 151G. AT 12"CTR. LUBRICATE THIS END BULK HEAD 15"LG. AT 12'CTR. TYPE A -ALTERNATE TYPE D EXPANSION JOINT TRANSVERSE CONSTRUCTION JOINT 1 /8'RADIUS I /8'TtADIUS— FILL WITH JOINT SEALER 1, FILL WITH JOINT SEALER W PRE -PAINTED GALVANIZED STEEL dF '• .. • d� . • d 4 1 /4' d/10 KEYWAY FORMED BY KEYWAY FORMED BY L DEFORMED TIE BARS FASTENING KEY TO FORM FASTENING KEY TO FORM 1 /2'030'AT 24"CTR. TYPE B TYPE E LONGITUDINAL CONSTRUCTION JOINT TIED TRANSVERSE CONSTRUCTION JOINT JOINT DETAILS NO SCALE (DCAM #11-02) ACCESSIBLE PARKING DETAIL NO SCALE 30.0' ff TUB. STL. GATE V/ INTERMEDIAT& HORIZ. BRACE (SHOWN STEWED) 6' CONIC. SLAB W/ 6x6-6/10 WWF VARIES FACE OF CURB 6" 4" ASPHALT SLICTICN ACE CSSIBLE RAMP DETAIL PV -13 NO SCALE 511RTArr SLOPED ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED Bf A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILRY COMPLYING WITH ANSI 4.28.8. SKINS SHF -- NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ANSI 4.28.5 FINISH AND CONTRAST THE CFNRACTERS, SYMBOLS AND BACKGROUND OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SPACES COMPLYING WITH 4.1.2(5XD) SHALL HAVE API ADOfT mk SIGN NAN-ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILMY CONCRETE ° ° v O' lg 6' MONOLITHIC 0a i �D00 CURB AND WALK Op I ° 40 �a f Cp0 0 &.06 i b E o7 o o�00®8 16' qACCESIBLE PARKING SIGN DETAIL N(0 SCALE 0 ,a L 3' 2x4 STRINGERS--// 12* BLUE NOTE, �- I -. co 1 5/8' O.D. GALV. STL. TUBLAR I *41TEACE FRAME GATES W/ CHAIN LINK. 9GA. ; - ECTIVE w FENCING, INTRELACED V/ I' Lo MATERIALMATERIALERI ACCESSIBLE BROWN COLORED ALUM. LATTICE PAPKPIG FRAME TO BE OF WELDED CONSTRUCTION 80 Ga. — j ZE — Alum. VAN I l ACCES98LE `\ J ' CHANNEL POST — — (2//Ft.) 5'-5' LONG GATE HINGES TO BE HOT DIPPED t CD Lo • POST TO BE GALV. STL. FARM GATE HINGES. W PRE -PAINTED GALVANIZED STEEL 511RTArr SLOPED ACCESSIBLE PARKING SPACES SHALL BE IDENTIFIED Bf A SIGN SHOWING THE INTERNATIONAL SYMBOL OF ACCESSIBILRY COMPLYING WITH ANSI 4.28.8. SKINS SHF -- NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ANSI 4.28.5 FINISH AND CONTRAST THE CFNRACTERS, SYMBOLS AND BACKGROUND OF SIGN SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE FINISH. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. SPACES COMPLYING WITH 4.1.2(5XD) SHALL HAVE API ADOfT mk SIGN NAN-ACCESSIBLE' MOUNTED BELOW THE SYMBOL OF ACCESSIBILMY CONCRETE ° ° v O' lg 6' MONOLITHIC 0a i �D00 CURB AND WALK Op I ° 40 �a f Cp0 0 &.06 i b E o7 o o�00®8 16' qACCESIBLE PARKING SIGN DETAIL N(0 SCALE 0 ,a L 3' 2x4 STRINGERS--// ELEVATION NOTE, co 1 5/8' O.D. GALV. STL. TUBLAR Q FRAME GATES W/ CHAIN LINK. 9GA. H - w FENCING, INTRELACED V/ I' Lo BROWN COLORED ALUM. LATTICE FRAME TO BE OF WELDED CONSTRUCTION W STANDARD SWING GATE LATCH. GATE HINGES TO BE HOT DIPPED CD Lo GALV. STL. FARM GATE HINGES. W - 2x4 NOM. STRINGERS TYPICAL W (THREE EACH SIDE) �-1'-110/SMD. L1J 11�2'-220/SMD. 4x4 POST NOM. WESTERN CEDAR POST o � (SET IN CONCRETE) 1x4 NOM. WESTERN CEADAR SLATS 15.00' - VERTICAL STAGGERRED (SHADOW BOX) -{ 1.00' 1.00' PLAN VIEW DUMPSTER ENCLOSURE DETAIL NO SCALE 8 Feet • COMPACTED SUBGRADE MULfT-USE PATH 1'-110f/SMD BTTUM, SURFACE NO. 11, LV ON 2'-220#/SYD. BfTUM. BINDER NO. 8, LV ON 5" COMPACTED AGGRREGATE WE, TYPE 0 SIZE NO.53 1 MULTI -USE PATH NO SCALE QC/QA-HMA SURFACE 9.5 mm (1- #11 H.A.C. SURFACE) QC/QA-HMA INTERMEDIATE 12.5 mm (2' 19 H.A.C. BINDER) PREPARED SUBGRADE 6" COMPACTED (53 STONE COMPACTED PER SPECIFICATIONS � LK�MT DUTY SECTION OC/QA HMA SURFACE 9.5 mm (1" ,P1 H.A.C. SURFACE) OC/QA-HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (3" #9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS 6" COMPACTED #53 STONE H FEAVY DUTY SECTION OC/QA-HMA SURFACE 9.5 mm (1" /11 H.A.C. SURFACE) QC/QA-HMA INTERMEDIATE 12.5 mm PREPARED SUBGRADE (2 1/2- /9 H.A.C. BINDER) COMPACTED PER SPECIFICATIONS HMA BASE 25.0 mm (8" /50 H.A.0 BASE) RW FOOT RpFR-0F-WAY ASPHALT PAVEMENT SECTIONS PV -36 NO SCALE TERMINAL EDGE . a 4" PREPARED SUBGRADE 2' 2" COMPACTED PER SPECIFICATIONS 6' 4000 PSI CONC. CONCRETE PAVEMENT SECTIONS r�-JVD NO SCALE co Q H w E -- W 0 W W n �-1'-110/SMD. L1J 11�2'-220/SMD. � /`5' COMPACTED AGGRREGATE BASE