D-1 THE CITY OF HARRISBURG 1 1/2" MIN. ID-2 WEARING COARSE EXISTING STREET SURFACE AC-20 SEALER (ALL AROUND) 1 1/2" MIN. ID-2 BINDER COARSE
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1 EXISTING STREET SURFACE 1 1/2" MIN. ID-2 BINDER COARSE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" CLASS A P.C. CONCRETE SAW CUT TOP OF CONCRETE SHALL MEET SURFACE OF EXISTING CONCRETE. VARIES 1-0" CUTBACK TYP. 2-RC STONE IN LIFTS. CONDUIT OR PIPE UNDISTURBED SOIL APPROVED BEDDING MATERIAL 12" PROJECT: CONCRETE BASE DETAIL DRAWN BY: M. PICKENS DATE: MAY 3, 2001 CHECKED BY: J.V.L., P.E. SCALE: NONE D-1
2 EXISTING STREET SURFACE 1 1/2" MIN. ID-2 WEARING COARSE AC-20 SEALER (ALL AROUND) 8" BITUMINOUS CONCRETE BASE COURSE SAW CUT VARIES 2-RC STONE IN LIFTS. CONDUIT OR PIPE UNDISTURBED SOIL APPROVED BEDDING MATERIAL 12" PROJECT: STANDARD BITUMINOUS CONCRETE BASE COURSE DETAIL DRAWN BY: O.K.S. DATE: MAY 3, 2001 CHECKED BY: J.V.L., P.E. SCALE: NONE D-2
3 FINISHED GRADE 1-3" (TYP.) EXISTING SURFACE 11" DIA. STL. PIPE VALVE ACCESS SLEEVE BACKFILL WITH NO. 57 AGGREGATE COMP. SERVICE PIPE UNDISTURBED OR SOIL PROJECT: WATER VALVE BOX INSTALLATION DETAIL DATE: SEPTEMBER 16, 1996 D-3
4 CLASS A CONCRETE 4" TYPE 2-RC AGGREGATE OR UNDISTURBED SOIL 34" RADIUS 8" 7" 14" RADIUS CONCRETE APRON AT DRIVEWAY ENTRANCE DETAIL NO SCALE SLOPED ROADWAY 8" VARIABLE WIDTH 18" A 1 1 2" 5" 21 2" A PLAN VIEW #4 RE-BAR SECTION A-A 1 1 2" (TYP.) DRIVEWAY ENTRANCES: (A) DRIVEWAY ENTRANCES OR APRONS WITHIN THE STREET RIGHT-OF-WAY SHALL BE SURFACED TO THEIR FULL WIDTH. THE WIDTH OF ACCESS ROADS OR DRIVEWAYS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS. (1) FOR MULTI-FAMILY RESIDENTIAL, MOBILE HOME PARKS, AND ALL NON-RESIDENTIAL DEVELOPMENTS OR SUBDIVISIONS, DRIVEWAY ENTRANCES SHALL BE NO LESS THAN TWENTY FOUR (24) FEET IN WIDTH AT THE STREET LINE, AND SHALL CLEARLY BE DEFINED BY THE USE OF CURBING. (2) FOR SINGLE FAMILY RESIDENTIAL, DRIVEWAYS SHALL BE NO LESS THAN TEN (10) FEET IN WIDTH AND NO GREATER THAN TWENTY (20) FEET IN WIDTH AT THE STREET LINE. PROJECT: STANDARD DRIVEWAY DETAIL D-4
5 MORTARED JOINT GRANITE CURB FOOTING CURB BACKING GUTTER LINE PLAN GRANITE CURB MORTARED JOINT PAVEMT. SLOPE 7" (TYP.) GUTTER LINE BACKFILL GRANITE CURB 2-0" CURB BACKING CLASS C CEM. CONCRETE BACKING FOOTING CLASS C CEM. CONCRETE FOOTING 4" 1-2" (PLACED AT JOINTS ONLY) 3-0" SECTION ELEVATION PROJECT: GRANITE CURB DETAIL DATE: AUGUST 30, 1996 D-7 CHECKED BY: KRISTIE A. HEBERLIG SCALE: NONE
6 1/2" EXPANSION JOINTS EVERY 20-0" OC CONTROL JOINT 5-0" OR MATCH EXISTING 20-0" 20-0" 5-0" 5-0" CLASS A CEMENT CONCRETE, 4" MINIMUM IN ACCORDANCE WITH PENN DOT FORM " MINIMUM TYPE 2-RC AGGREGATE UNDISTURBED OR SOIL LONGITUDINAL SECTION 1/2" EXPANSION JOINT 18" TO 1 4" SLOPE PER 1-0" 7" 1" 1 1/2" ID-2 BITUMINOUS WEARING COURSE ID-2 BITUMINOUS CONCRETE CLASS A CEMENT CONCRETE, 4" MINIMUM IN ACCORDANCE WITH 8" 18" BSAE COURSE TO MATCH EXISTING PENN DOT FORM 408 4" MINIMUM TYPE 2-RC AGGREGATE 8" CLASS A CEMENT CONCRETE OR MATCH EXIST. MINIMUM TYPE 2-RC AGGREGATE UNDISTURBED OR SOIL TRANSVERSE SECTION PROJECT: CONCRETE CURB & SIDEWALK DETAIL D-8 CHECKED BY: KRISTIE A. HEBERLIG SCALE: NONE
7 1 1 2" GRATE (STRUCTURAL 8" STEEL SHOWN) TYPE M INLET SEE D-11 24" CONCRETE TOP UNIT 1 1 4" x 1 1 4" x 1 8" SECTION B-B 2 1 2" 1 1 2" 8" " SECTION A-A GRADE ADJUSTMENT RING B INLET BOX A A ISOMETRIC VIEW HANGER BARS AS REQUIRED 27" " 3 B " PLAN VIEW B C A B C D 10" 1 13" 5 1/2" 15 1/4" 2 23" 8" 18 1/4" 31" 28" 10" 12" MIN. A D 12" DIA. PVC GAS TRAP DETAIL COMPLETE ASSEMBLY PROJECT: TYPE M INLET WITH GAS TRAP DETAIL D-9 CHECKED BY: KRISTIE A. HEBERLIG SCALE: NONE
8 7" 1 1 2" 1" 1 1 4" X 1 1 4" X 1 8" (MIN) GRATE (STRUCTURAL STEEL SHOWN) 18" MIN 10" 8" 1 1 2" 10 5/8" MIN TYPE C INLET CONCRETE TOP UNIT SEE D " RE-BAR TYP. SECTION B-B TYP " " 7 1 2" TYP " 5" 18 58" 5" SECTION A-A 1 1 2" GRADE ADJUSTMENT RING B INLET BOX A A ISOMETRIC VIEW HANGER BARS AS REQUIRED " " B " PLAN VIEW B C A B C D 10" 1 13" 5 1/2" 15 1/4" 2 23" 8" 18 1/4" 31" 28" 10" 12" MIN. 12" DIA. PVC A D GAS TRAP DETAIL COMPLETE ASSEMBLY PROJECT: TYPE C INLET WITH GAS TRAP DETAIL D-10 CHECKED BY: KRISTIE A. HEBERLIG SCALE: NONE
9 STOPPER WYE OR TEE BRANCH CURB OR EDGE OF PAVING 8-0" MIN. SERVICE CONNECTION NOMINAL SLOPE 2% MAIN SEWER STOPPER EXISTING PRECAST CONCRETE MANHOLE NON-SHRINK GROUT FLOW SPILLWAY EXISTING CHANNEL PROPOSED SEWER PIPE CORE BORED PIPE OPENING NOTE: AFTER CONNECTION OF PIPE TO MANHOLE, ALTER CONCRETE CHANNEL AS REQUIRED AND RECONSTRUCT IN ACCORDANCE WITH DETAIL DRAWINGS PROJECT: SEWER PIPE AND MANHOLE CONNECTION DETAIL D-12
10 POLE CONDUIT STUB-UPS 4" MINIMUM GROUND LUG BOLT COVER 1" CHAMFER ALL AROUND FINISHED GRADE/ PAVEMENT 12" 1 #8 BARE COPPER STRANDED GROUND CADWELD CONNECTION PVC CONDUIT (TYP.) 18" MIN. GROUND ROD 58"%%c X 10-0" 2-0" 25% OF POLE HEIGHT STEEL ANCHOR BOLTS. QUANTITY, LENGTH, DIA, AND PROJECTION FROM CONCRETE PER MANUF RECOMMENDATIONS #5 O.C. BOTH WAYS PER POLE MANUAL RECOMMENDATION VERTICAL REINF. #5 O.C. BOTH WAYS PROJECT: STANDARD LIGHT POLE BASE DETAIL D-14
11 1/4" R 2" R 1" 8" - PLACEMENT OF ASPHALT CURB SHALL BE IN ACCORDANCE WITH PENN DOT PUB 408. SCE ASPHALT CURB SHALL BE EXTRUDED THRU STD. MOLD TO FORM CURB PROJECT: STANDARD ASPHALT CURB DETAIL D-15
12 1 1 2" ID-2 BITUMINOUS WEARING COURSE 21 2" BITUMINOUS CONCRETE BASE COURSE MINIMUM MIN. TYPE 2-RC AGGRAGATE NOTE: PARKING LOT DESIGN CRITEREA, REFER TO CITY OF HARRISBURG CODIFIED ORDINANCE CHAPTER 7, NO MACHINE SOIL PROJECT: CONCRETE CURB & SIDEWALK DETAIL D-16
13 1 1 2" ID-2 BITUMINOUS WEARING COURSE ID-2 BITUMINOUS CONCRETE BASE COURSE TO MATCH EXISTING 8" MIN. CLASS A CEMENT CONCRETE OR MATCH EXIST MINIMUM TYPE 2-RC AGGREGATE 1" 34" R 18" 8" 7" 18" TO 1 4" SLOPE PER 1-0" VARIES CLASS A CEMENT CONCRETE, 4" MINIMUM IN ACCORDANCE WITH PENN DOT FORM 408 4" MINIMUM TYPE 2-RC AGGREGATE UNDISTURBED OR SOIL PROJECT: CONCRETE CURB & SIDEWALK WITH GRASS DIVIDER DETAIL D-18
14 PLAN VIEW 12" EXPANSION JOINT BRICK PAVER S 12" EXPANSION JOINT MATERIAL BRICK PAVER S 1" OF MASON S SAND CONCRETE CURB BUILDING LINE 12" EXPANSION CONCRETE SIDEWALK 12" EXPANSION JOINT MATERIAL STREET SURFACE CONCRETE CURB MINIMUM TYPE 2-RC AGGREGATE VARIES 3-0" JOINT MATERIAL CLASS A CEMENT CONCRETE 4" MINIMUM IN ACCORANCE WITH PENN DOT FORM 408 4" MINIMUM TYPE 2-RC AGGREGATE UNDISTURBED OR SOIL TRANSVERSE SECTION PROJECT: CONCRETE CURB & SIDEWALK W/ BRICK DIVIDER (CONCRETE BASE) DETAIL D-19
15 12" EXPANSION JOINT BRICK PAVER S 12" EXPANSION CONCRETE CURB PLAN VIEW BUILDING LINE CONCRETE SIDEWALK JOINT MATERIAL BRICK PAVER S 1" OF MASON S SAND 12" EXPANSION JOINT MATERIAL 4-34" TYPE 2-RC AGG. COMP. STREET SURFACE CONCRETE CURB MINIMUM TYPE 2-RC AGGREGATE VARIES 3-0" CLASS A CEMENT 12" EXPANSION JOINT MATERIAL CONCRETE 4" MINIMUM IN ACCORANCE WITH PENN DOT FORM 408 4" MINIMUM TYPE 2-RC AGGREGATE UNDISTURBED OR SOIL TRANSVERSE SECTION PROJECT: CONCRETE CURB & SIDEWALK W/ BRICK DIVIDER (STONE BASE) DETAIL D-21
16 12" EXPANSION JOINT VARIES BRICK PAVER S 12" EXPANSION JOINT MATERIAL CONCRETE CURB BUILDING LINE PLAN VIEW 12" EXPANSION JOINT MATERIAL 12" EXPANSION JOINT MATERIAL BRICK PAVER S STREET SURFACE 1" OF MASON S SAND 4" MINIMUM TYPE 2-RC AGGREGATE CONCRETE CURB UNDISTURBED OR SOIL TRANSVERSE SECTION MINIMUM TYPE 2-RC AGGREGATE PROJECT: CONCRETE CURB & BRICK SIDEWALK DETAIL D-22
17 NEENAH FOUNDARY CO. (PATTERN NO. R-1970) (PATTERN NO. R-1971) OR APPROVED EQUAL. STREET PAVEMENT TOP FLUSH WITH PAVEMENT TO 9" BUT NO DEEPER THAN 1 2" ABOVE BOTTOM OF BOX 2-1 2" MIN. 2" TO 2-1 2" DIAMETER BRASS CAP WITH ROUNDED TOP. STAMP OR ENGRAVE TOPOGRAPHIC ELEVATION ON CAP. STANDARD CONCRETE (6-1 2" SACK MIX OR 3-0" MIN. BETTER) POURED IN PLACE OR PRECAST AND SOLIDLY PLACED. NON REINFORCED MIN. ROUND OR SQUARE WITH 1 2" CHAMFERED CORNERS OD REINFORCED PRECAST 4" SQUARE WITH 1 2" CHAMFERED CORNERS AND 4 NO. 2 REBARS. PROJECT: MONUMENT AND BOX DETAIL D-23
18 2 EACH DUMP STRAPS EXPANSION RESTRAINT ( 1 4" NYLON ROPE, 2" FLAT WASHERS) INSTALLATION DETAIL BAG DETAIL 1" REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP 1" REBAR FOR BAG REMOVAL FROM INLET DEPTH=D DUMP STRAP SILT SACK LENGTH=L WIDTH=W PROJECT: INLET SEDIMENT CONTROL DEVICE DETAIL D-24
19 CONCRETE CURB 4-0" 4-0" 9-0" 5-0" NOTE: CONCRETE SIDEWALK USE METAL STAKE WITH STEEL STABILIZER PLATE AND 12 GAGE GUY WIRE WRAPPED WITH 1 2" I.D. RUBBER HOSE AT TREE TRUNK TO STABILIZE TREE USE TREE WRAP TO PROTECT TRUNK UP TO FIRST LIMBS SET TOP OF ROOTBALL AT SAME HEIGHT AS PREVIOUSLY GROWN IN NURSERY 3" TANKBARK MULCH 2" CAL. STREET TREE MINIMUM (TIME OF PLACEMENT SHALL BE COORDINATED WITH CITY ENGINEER) 2-0" 2"-0" OF PREPARED TOPSOIL MIX-TOPSOIL & PEAT MOSS, 3:1 RATIO BY VOLUME 12" MIN. (TYP.) OF PENNDOT 2A AGGREGATE PROJECT: TREE WELL DETAIL D-25
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