ISSUED: 1/16/15 REVISION: 1.0 REVISION: STANDARD DETAIL COMBINATION 6'' CURB & GUTTER CITY OF FALLS CHURCH VA PUBLIC WORKS
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1 ISSUED: 1/16/ COMBINATION 6'' CURB & GUTTER
2 ISSUED: 1/16/ SIDEWALK DETAIL
3 ISSUED: 7/7/ VALLEY GUTTER
4 ISSUED: 2/11/ BRICK PAVER SIDEWALK DETAIL 1''=1'
5 WIDTH VARIES SEE SHEET 2 MIN. 4' PEDESTRIAN ACCESS ROUTE WITH 2% CROSS SLOPE REQUIRED WHERE SIDEWALK CROSSES DRIVEWAY (SEE NOTE 5) 4) A SCORED JOINT 5' (TYP.) 4' MIN. SIDEWALK 2% MAX. 2'-6"(MIN.) UTILITY STRIP 45 A FLOW LINE WIDTH VARIES SIDEWALK EXPANSION JOINT PLAN VIEW 1" LIP FLOW LINE 8" CONTINUOUS CITY STANDARD CURB & GUTTER 201 4'-0"(TYP.) 2'-6"(MIN.) UTILITY STRIP SLOPE VARIES SECTION A-A 5'-0"(TYP.) 4'-0"(MIN.) SIDEWALK 2% SLOPE 6" AGGREGATE BASE 6" RESIDENTIAL 9" COMMERCIAL ISSUED: 6/20/ CONCRETE DRIVEWAY ENTRANCE
6 NOTES: 1. WHEN DRIVEWAY WIDTH EXCEEDS 16' A 3/4" MIN. DEPTH SCORED JOINT SHALL BE PLACED ON CENTERLINE OF DRIVEWAY ENTRANCE OR EVERY 10'. 2. CONCRETE DRIVEWAY ENTRANCE SHALL BE POURED MONOLITHICALLY. 3. PROVIDE 6" MINIMUM AGGREGATE BASE HAVING MINIMUM CBR-30 UNDER DRIVEWAY ENTRANCE. 4. OWNER SHALL DEDICATE ALL PERMANENT EASEMENTS NECESSARY TO PROVIDE ADA COMPLIANT DRIVEWAY ENTRANCE AND SIDEWALK IF EXISTING OR PROPOSED SIDEWALK INTERSECTS DRIVEWAY. RESIDENTIAL AND MULTIFAMILY DRIVEWAY WIDTHS MINIMUM MAXIMUM SINGLE FAMILY - ONE ENTRANCE N/A 16' SINGLE FAMILY - TWO ENTRANCES N/A 10' MULTI FAMILY/ COMMERCIAL (ONE WAY) MULTI FAMILY/ COMMERCIAL (TWO WAY) 14' 20' 20' 30' ISSUED: 6/20/ CONCRETE DRIVEWAY ENTRANCE
7 SEE DW-2.0 SHEET 2 MIN. 4' PEDESTRIAN ACCESS ROUTE WITH 2% CROSS SLOPE REQUIRED WHERE SIDEWALK CROSSES DRIVEWAY (SEE NOTE 4) B 5' (TYP.) 4' MIN. SIDEWALK UTILITY STRIP (WIDTH VARIES) A SCORED JOINT 5'TYP. 5'TYP. (2.5'MIN.) (2.5'MIN.) SLOPE SLOPE B VARIES (12:1 MAX.) VARIES (12:1 MAX.) 45 2% MAX. SIDEWALK EXPANSION JOINT (TYP.) FLOW LINE WIDTH VARIES A PLAN VIEW DEPRESS CURB AND PROVIDE POSITIVE DRAINAGE TO GUTTER 1" LIP FLOW LINE 4" MIN. 8" CONTINUOUS CITY STANDARD CURB & GUTTER 201 4'-0"(TYP.) 2'-6"(MIN.) UTILITY STRIP SLOPE VARIES SECTION A-A 5'-0"(TYP.) 4'-0"(MIN.) SIDEWALK 2% SLOPE 6" AGGREGATE BASE 6" RESIDENTIAL 9" COMMERCIAL 4" SLOPE VARIES (12:1 MAX.) 2"MAX. 6" RESIDENTIAL 9" COMMERCIAL SLOPE VARIES (12:1 MAX.) 3" AGGREGATE 5'TYP. (2.5'MIN.) 6" AGGREGATE WIDTH (W) VARIES 5'TYP. (2.5'MIN.) SECTION B-B ISSUED: 6/20/ DEPRESSED SIDEWALK DRIVEWAY ENTRANCE
8 NOTES: 1. WHEN DRIVEWAY WIDTH EXCEEDS 16' A 3/4" MIN. DEPTH SCORED JOINT SHALL BE PLACED ON CENTERLINE OF DRIVEWAY ENTRANCE OR EVERY 10'. 2. CONCRETE DRIVEWAY ENTRANCE SHALL BE POURED MONOLITHICALLY. 3. PROVIDE 6" MINIMUM AGGREGATE BASE HAVING MINIMUM CBR-30 UNDER DRIVEWAY ENTRANCE. 4. OWNER SHALL DEDICATE ALL PERMANENT EASEMENTS NECESSARY TO PROVIDE ADA COMPLIANT DRIVEWAY ENTRANCE AND SIDEWALK IF EXISTING OR PROPOSED SIDEWALK INTERSECTS DRIVEWAY. 5. OWNER/DEVELOPER SHALL SUBMIT HYDRAULIC CALCULATIONS TO VERIFY THAT 10 YR. STORM RUNOFF WILL BE RETAINED WITHIN THE GUTTER AND WILL NOT OVERTOP DEPRESSED DRIVEWAY/PEDESTRIAN ACCESS ROUTE. OVERLAND RELIEF AWAY FROM STRUCTURES SHALL BE DEMONSTRATED FOR STORMS IN EXCESS OF 10 YRS. 6. DETAIL 206 SHALL ONLY BE USED WHEN 205 WOULD INHIBIT VEHICULAR USE OF THE DRIVEWAY. ISSUED: 6/20/ DEPRESSED SIDEWALK DRIVEWAY ENTRANCE
9 MIN. 4' PEDESTRIAN ACCESS ROUTE WITH 2% CROSS SLOPE REQUIRED WHERE SIDEWALK CROSSES DRIVEWAY (SEE NOTE 4) A WIDTH VARIES SEE DW-2.0 SHEET 2 SCORED JOINT B 6' TYP. 5' MIN. SIDEWALK 1.5' 5'TYP. (2.5'MIN.) SLOPE VARIES 12:1 MAX. 5'TYP. (2.5'MIN.) SLOPE VARIES 12:1 MAX. B SIDEWALK EXPANSION JOINT (TYP.) FLOW LINE WIDTH VARIES A PLAN VIEW DEPRESS CURB TO MATCH SIDEWALK SLOPE AND PROVIDE POSITIVE DRAINAGE TO GUTTER FLOW LINE 4" MIN. 8" CONTINUOUS CITY STANDARD CURB & GUTTER 201 2' TYP. 1' MIN. 4' MIN. SLOPE VARIES 2% SLOPE 6" AGGREGATE BASE SECTION A-A 6" RESIDENTIAL 9" COMMERCIAL 4" SLOPE VARIES 12:1 MAX. 2"MAX. 6" RESIDENTIAL 9" COMMERCIAL SLOPE VARIES 12:1 MAX. 3" AGGREGATE ISSUED: 6/20/ 'TYP. (2.5'MIN.) 6" AGGREGATE WIDTH (W) VARIES SECTION B-B 5'TYP. (2.5'MIN.) MOUNTABLE CURB DRIVEWAY ENTRANCE
10 NOTES: 1. WHEN DRIVEWAY WIDTH EXCEEDS 16' A 3/4" MIN. DEPTH SCORED JOINT SHALL BE PLACED ON CENTERLINE OF DRIVEWAY ENTRANCE OR EVERY 10'. 2. CONCRETE DRIVEWAY ENTRANCE SHALL BE POURED MONOLITHICALLY. 3. PROVIDE 6" MINIMUM AGGREGATE BASE HAVING MINIMUM CBR-30 UNDER DRIVEWAY ENTRANCE. 4. OWNER SHALL DEDICATE ALL PERMANENT EASEMENTS NECESSARY TO PROVIDE ADA COMPLIANT DRIVEWAY ENTRANCE AND SIDEWALK IF EXISTING OR PROPOSED SIDEWALK INTERSECTS DRIVEWAY. 5. OWNER/DEVELOPER SHALL SUBMIT HYDRAULIC CALCULATIONS TO VERIFY THAT 10 YR. STORM RUNOFF WILL BE RETAINED WITHIN THE GUTTER AND WILL NOT OVERTOP DEPRESSED DRIVEWAY/PEDESTRIAN ACCESS ROUTE. OVERLAND RELIEF AWAY FROM STRUCTURES SHALL BE DEMONSTRATED FOR STORMS IN EXCESS OF 10 YRS. 6. DETAIL DW-2.2 SHALL ONLY BE USED WHEN 205 OR 206 WOULD INHIBIT VEHICULAR USE OF THE DRIVEWAY. ISSUED: 6/20/ MOUNTABLE CURB DRIVEWAY ENTRANCE
11 ISSUED: 7/7/ ASPHALT SAW CUT
12 ISSUED: 1/16/ STEEL PLATE DRILL HOLE PATTERN
13 ISSUED: 1/16/ STEEL PLATE PLACE AND BACKFILL METHOD
14 ISSUED: 1/16/ STEEL PLATE REFLECTIVE WHITE TAPE
15 ISSUED: 1/16/ TYPICAL RESTORATION LIMITS FOR ASPHALT PAVEMENT
16 ISSUED: 1/16/ TYPICAL RESTORATION MEASUREMENTS FOR ASPHALT PAVEMENT
17 ISSUED: 1/16/ UTILITY TRENCH REPAIR IN PAVEMENT VDOT NO. 21A AGGREGATE
18 ISSUED: 1/16/ UTILITY TRENCH REPAIR IN PAVEMENT FLOWABLE FILL
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