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Home My WebLink AboutZ-7628 Map 12r - R/w I VARIES Varies �6' Apron — — 1 1/2/2" Up — EXPANSION JOINT 6" Minimum Thickness PLAN 4" a. 12" v p 6n o • ►�--- -18" 6" 2" =yEXPANSION JOINT Control Joints ® 12' Min Spacing on Center Each Way. UPRIGHT CLASS 3 CURB SECTION 2 2. NOTES: 1. SLOPE 1/4" PER FOOT LATERALLY FOR DRAINAGE. 2. PROVIDE 1/4" CONTROL JOINTS 5'-0" O.C. AND 1/2" BITUMINOUS EXPANSION JOINTS 25'-0" O.C. VARIES rMSEE C2.0 '1 /4"/FT IN SLOPE E 4 r. n AL SIDEWALK CLASS 3 & GUTTER MEDIUM BROOM FINISH /__300O PSI. PC CONCRETE _ FINISH GRADE 1" BELOW EDGE OF WALK TQ0 t SUBGRADE COMPACTED SECTION /11 C2.0) PLAN 50 CM SPECIFICATIONS rs r SIZE - 50 CM X 50 CM X 2.5 CM (20" X 20" X 1") ILABLE IN 9 STANDARD ROLL SIZES WEIGHT - 538 GRAMS (19 OZ.) OR 2.2 KG (4.8 POUNDS) _NGTH - 402 l (5720 PSI) DR - BLACK (STANDARD) N - 100% POST -CONSUMER RIC RECYCLED HDPE/LDPE ;HT - 3.5 OZ�SY(120 GM/M ) SILE - 120 LB/FT (585 KG/M 2) W - 275 GAL/MIN/SF (11,200 L/MIN/M ) IONS - CUSTOM FABRIC TO 6 OZ AVAILABLE. t /ELPAVE2 kCENT GRAVELPAVE2 ENLARGEMENT BELOW :R FABRIC ATTACHED TO FTOM OF GRAVELPAVE2 4E GRAVEL - 3/16" OR LESS 7" AGGREGATE BASE COURSE COMPACTION SEE SPEC. PACTED SUBGRADE, MODIFIED PROCTOR DENSITY TOD OF GRAVEL GRAVELPAVE2 ATTACH WITH SNAP FIT FASTENERS FILTER FABRIC - OVERLAPPING JOINTS ligilliff, ii ild 111,11 1111111'. FILL RING SECTION WITH GRAVEL FILL - 3/16" MINUS 7" AGGREGATE BASE COURSE ENLARGEMENT CCUPACTION SEE SPEC. TYPICAL GRAVEL PAVE r)ETAIL 4 C2.0 EXPANSION JOINTS CONCRETE TO BE 4" THICK, SCORE RAMP 1/2 - DEEP /2"DEEP & 3" ON CENTERS FOR LENGTH OF RAMP. 1' -0 EXPANSION JOINT PrIN. 3" ACHM WITH PRIME COAT (SEE SPEC.) 9" AGGREGATE BASE COURSE COMPACTION SEE SPEC. COMPACTED SUBGRADE G1 FULL WIDTH OF RAMP OPENING 1'-0 —4'-0" MIN.--�f�-" I MIN, U RAMP MUST CROSS STREET WIDE PERPENDICULAR TO CENTER LINE OR BE DIRECTED TO AN OPPOSITE RAMP. 1" PER FT. MAXIMUM SLOPE PLAN GROVES AT 3" CENTERS (1/2" DEPTH) SEE HANDICAP ACCESS ORDINANCE FOR FURTHER DETAILS. ARCHITECT NOTE: CHECK OFF APPLICABLE SIZE & FINISH DESIRED SIZE: ALL 8' (2.44 M) LENGTHS w/ 0.210" (5.33 MM) THICK EXPOSED TOP LIP ❑ 1" X 2.25" (25 MM X 57 MM) ❑ MF ❑ BL ❑ 1.5" X 2.25" (38 MM X 57 MM) ❑ MF ❑ BL - ❑ 2" X 2.25" (51 MM X 57 MM) ❑ MF ❑ BL + ' ❑ 2.5" X 2.25" (64 MM X 57 MM) ❑ MF ❑ BL ❑ 3" X 3" (76 MM X 76 MM) ElMF ❑ BL ❑ 4" X 3" (102 MM X 76 MM) ❑ MF ❑ BL FINISH LEGEND: (800) 356-9660, 12' (305MM) O.C. (TYP). OR 4' (616) 399-9600 (102MM) O.C. MIN. (MF) MILL FINISH—NATURAL 6. CONTRACTOR'S NOTE: ALUMINUM (BL) BLACK DURAFLEX—ELECTROSTATICALLY APPLIED BAKED ON PAINT, MEETS AAMA 2603 NOTES: I�)UML IIT VILVV 1 INSTALLATION PER NTS SINGLE COURSE ASPHALT AND RESTRAINT OVER COMPACTED GRAVEL BASE C 2.V FINE DECORATIVE GRAVEL GRAVEL PAVE2 3" BITUMINOUS WEARING COURSE 9" AGGREGATE BASE COURSE COMPACTION SEE SPEC. COMPACTED SUBGRADE L7" AGGREGATE BASE COURSE 95% MODIFIED PROCTOR COMPACTION SEE SPEC. DENSITY. TYPICAL RAVEL PAVE AT ASPHALT EDGE Invisible Structures, Inc. 3/8" CRUSHED LOCAL STONE 1597 COLE BLVD. SUITE 310 GRAVELPAVE2 SYSTEM BY CLEAN AND WASHED OF ALL GOLDEN, COLORADO 80401 INVISIBLE STRUCTURES FINES. STONE MUST HAVE 800-233-1510 OR 303-233-8383 ANGULAR EDGE COMPOSITION. FAX: 303-233-8282 STONE SHALL BE MAX. 1/16" www.invisiblestructures.com ABOVE GRID STRUCTURE. Rev. 01/03 CONCRETE RIBBON z / I O.C.E.W. TYPCE� AL12UR6 ELEVATIONPLAN I7" AGGREGATE BASE COURSE CURB OPENING DETAILS/`S _ SECTION A -A COMPACTION SEE SPEC. 6. HANDICAP RAMP DETAIL 9 GRA 0 COMPACTED SUBGRADE I 95% MODIFIED PROCTOR —� DENSITY. TYPICAL PAVE AT RIBBON A 2 DETAILS ISSUE DATE: 06.08.04 MANUFACTURER'S PERMALOC ASPHALTEDG REVISIONS: DETAILS C2. ALUMINUM RESTRAINT I "INSTALLATION GUIDELINES" 2. 8'-0" (2.44 M) SECTIONS CONNECTED WITH 4" (102 MM) COMPACT GRADE ADJACENT SLIDING CONNECTOR. TO RESTRAINT _ — 3. MAINTAIN 3/8" (9.5 MM) GAP SINGLE COURSE ASPHALT BETWEEN SECTIONS TO ALLOW O RESTRAINT FOR PRODUCT EXPANSION IN FILL ALL VOIDS UNDER OO' EXTREME TEMPERATURES, FOR PROPER SUPPORT. 0' 4. CORNERS: NOTCH BASE ONLY AND FORM A CONTINUOUS COMPACT BASECOURSE 0°°°'O' o Q° EXTENDING 6" (152MM) o° ° 5. PEORMALOC ASPHALTEDGE AS BEYOND RESTRAINT. °0.° MANUFACTURED BY PERMALOC 3j8 x 10" (9.5MM X 254MM) CORPORATION, HOLLAND MI. SPIRAL STEEL SPIKE (800) 356-9660, 12' (305MM) O.C. (TYP). OR 4' (616) 399-9600 (102MM) O.C. MIN. I—II I� 6. CONTRACTOR'S NOTE: _III^III FOR PRODUCT AND SUBGRADE PURCHASING INFORMATION VISIT: WWW.PERMALOC.COM SINGLE COURSE ASPHALT AND RESTRAINT OVER COMPACTED GRAVEL BASE C 2.V FINE DECORATIVE GRAVEL GRAVEL PAVE2 3" BITUMINOUS WEARING COURSE 9" AGGREGATE BASE COURSE COMPACTION SEE SPEC. COMPACTED SUBGRADE L7" AGGREGATE BASE COURSE 95% MODIFIED PROCTOR COMPACTION SEE SPEC. DENSITY. TYPICAL RAVEL PAVE AT ASPHALT EDGE Invisible Structures, Inc. 3/8" CRUSHED LOCAL STONE 1597 COLE BLVD. SUITE 310 GRAVELPAVE2 SYSTEM BY CLEAN AND WASHED OF ALL GOLDEN, COLORADO 80401 INVISIBLE STRUCTURES FINES. STONE MUST HAVE 800-233-1510 OR 303-233-8383 ANGULAR EDGE COMPOSITION. FAX: 303-233-8282 STONE SHALL BE MAX. 1/16" www.invisiblestructures.com ABOVE GRID STRUCTURE. Rev. 01/03 CONCRETE RIBBON z / I O.C.E.W. TYPCE� AL12UR6 ELEVATIONPLAN I7" AGGREGATE BASE COURSE CURB OPENING DETAILS/`S _ SECTION A -A COMPACTION SEE SPEC. 6. HANDICAP RAMP DETAIL 9 GRA 0 COMPACTED SUBGRADE I 95% MODIFIED PROCTOR —� DENSITY. TYPICAL PAVE AT RIBBON A 2 DETAILS ISSUE DATE: 06.08.04 CONTENTS: PHASE ONE SHEET NO.: REVISIONS: DETAILS C2. I