Drawing No. C 101

COTTON STREET OVERLAY PROJECT – 9TH ST. TO 19TH ST.

LOCATION MAP LEGEND

Drawing No. C 101

CITY OF READING

INDEX TO DRAWINGS

DRAWING NO. DESCRIPTION

C101 LOCATION PLAN

C102 PROJECT PLAN - OVERALL

C103 PROJECT PLAN - BLOCK LENGTHS

C104 BLOCK DETAIL (TYPICAL)

C105 TYPICAL CROSS SECTION - OVERLAY

C106 MILLING AND OVERLAY DETAIL

C107 SELECT BASE REPAIR

CITY OF READING PUBLIC WORKS

503 North Sixth Street, Reading, Pa 19601

PROJECT PLAN - OVERALL

COTTON STREET OVERLAY PROJECT

LEGEND

ONE-WAY TRAFFIC DIRECTION (NO ARROW INDICATES TRAFFIC IN BOTH DIRECTIONS)

S 1

1th

ST

DIV

ISIO

N A

LLEY

CITY OF READING PUBLIC WORKS

503 North Sixth Street, Reading, Pa 19601

NOTES: 1. TOTAL LENGTH = 5,514’. DIMENSIONS ARE APPROXIMATE. CONTRACTOR SHALL FIELD CONFIRM ALL DIMENSIONS. 2. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH PENNSYLVANIA ACT 187, AS AMENDED BY ACT 181, AND SHALL

CONTACT THE “PA ONE CALL SYSTEM” AT LEAST THREE WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. BELOW IS A LIST OF SOME OF THE KNOWN UTILITIES AND THEIR CONTACTS . ADDITIONAL NOTIFICATIONS AND MARKINGS MAY BE NECESSARY AS THE PROJECT PROGRESSES.

PROJECT PLAN – BLOCK LENGTHS

541’ 541’ 543’ 560’ 466’

DIV

ISIO

N A

LLEY

Drawing No. C 103

S 1

1th

ST

S 1

0th

ST

PUBLIC UTILITIES

BELOW IS A LIST OF UTILITY PROVIDERS THAT RESPONDED TO THE PA ONE CALL FOR DESIGN.

OWNER ADDRESS REPRESENTATIVE TELEPHONE RESPONSE

MET-ED (FIRST ENERGY) 2800 POTTSVILLE PIKE, PO BOX 16001, READING, PA KENNY SWEITZER 610-921-6568 CLEAR NO - FACILITIES

CITY OF READING 503 N. 6TH ST., READING, PA 19601 TIM KRALL 610-655-1850 DESIGN CONFLICT

READING AREA WATER AUTHORITY 1801 KUTZTOWN ROAD, READING, PA 19601 MARK KOZLOWSKI 610-655-6254 DESIGN CONFLICT

UGI UTILITIES 225 MORGANTOWN ROAD, READING, PA 19611 KURT ZIELASKOWSKI 610 - 736-5571 DESIGN CONFLICT

VERIZON PENNSYLVANIA, INC. 1655 STATE HILL ROAD, READING, PA Cynthia Oberholtzer 610-378-3311 DESIGN CONFLICT

COMCAST CABLE 400 RIVERFRONT DR., READING, PA, 19602 JEFF ROECKLE CLEAR NO - FACILITIES

CITY OF READING PUBLIC WORKS

503 North Sixth Street, Reading, Pa 19601

Drawing No. C 102

NOTES: 1. CONTRACTOR SHALL FIELD CONFIRM ALL DIMENSIONS. 2. APPLY PAVEMENT MARKINGS FOR CROSSWALKS AND STOP LINES AT ALL NUMBERED STREETS: 9th, 10TH, 11TH,

12th, 13TH , 14TH, 15TH, 16th, 17th, 18TH AND 19TH STREETS. REMOVE EXISTING PAVEMENT MARKINGS . REFER TO TYPICAL OVERLAY CROSS SECTION FOR THE OVERLAY AT THE INTERSECTIONS. APPLY CROSSWALK MARKINGS PER PENN DOT STD. DRAWING TC-8600, DETAIL B.

3. APPLY DY/4” CENTERLINE PAVEMENT MARKINGS, ALONG COTTON ST. BETWEEN 9TH ST. AND 19TH ST. OFFSET CENTERLINE 11’ FROM NORTH CURB LINE. PARKING ON SOUTH SIDE ONLY.

BLOCK DETAIL (TYPICAL)

Drawing No. C 104

COTTON ST. 30’+/-

APPROX. 541’

NOTE 2 1

0T

H S

T.

MA

PLE

ST.

11

TH S

T.

DIV

ISIO

N A

LLEY

PAVEMENT JOINTS (TYP)

11’

CITY OF READING PUBLIC WORKS

503 North Sixth Street, Reading, Pa 19601

VARIES (NOTE 1)

TYPICAL CROSS SECTION: OVERLAY

NOTES: 1. CROWN LOCATION WILL VARY FROM SECTION TO SECTION DEPENDING ON THE DIFFERENCE IN CURB

HEIGHTS. LOCATE THE CROWN AT THE CENTER OF THE CROSS SECTION WHERE THE CURBS ARE AT THE SAME ELEVATION. WHERE THE CURBS DIFFER IN ELEVATION, SHIFT THE CROWN TOWARD THE HIGHER CURB TO PRODUCE A 2% MIN. TO 3% MAX. CROSS SLOPE AND A MIN. 5” CURB REVEAL . WHERE THE HIGHER CURB IS 7” OR MORE ABOVE THE OPPOSITE CURB IT WILL BE NECESSARY TO ELIMINATE THE CROWN TO ACHIEVE A CONSTANT SLOPE FROM THE HIGHER CURB TOWARD THE LOWER THE CURB.

2. TACK COAT SHALL BE APPLIED ON ALL EXISTING PAVEMENT EDGES AND EXISTING PAVEMENT SURFACES PRIOR TO PLACING ANY NEW ASPHALT COURSE.

3. THE OVERLAY WIDTH WILL EXTEND TO THE OUTSIDE OF THE CURB RADIUS AT EACH INTERSECTING STREET. CONSTRUCT A PAVEMENT JOINT BETWEEN THE CURB TANGENTS AT EACH INTERSECTING STREET. MILL (OR SAW CUT) JOINTS AND OVERLAY TO MATCH THE EXISTING PAVEMENT.

TYPICAL CARTWAY WIDTH = 30’+/-

RIGHT-OF-WAY = 50’

Drawing No. C 105

EXISTING CONCRETE AND STONE CURBING – CONDITION VARIES

CITY OF READING PUBLIC WORKS

503 North Sixth Street, Reading, Pa 19601

SOUTH SIDE (HIGHER) NORTH SIDE (LOWER)

NOTES: 1. THE CURB GUTTER GRADE SHALL BE RESTORED TO ENSURE PROPER DRAINAGE. A LARGE PORTION OF

THE CURBING IS DETERIORATED AND SOME CURBING SECTIONS ARE NOT PRESENT. CONTRACTOR SHALL USE CAUTION WHEN MILLING AND PAVING IN THESE SECTIONS TO AVOID DAMAGE TO THE CURBING. MILLING MAY BE LIMITED TO A FEATHERED TAPER IN THESE SECTIONS, CONDITIONAL TO THE DRAINAGE REQUIREMENT.

2. THE LEVELING COURSE SHALL BE APPLIED TO RESTORE A FLAT LONGITUDINAL STREET PROFILE AND TO PROVIDE FOR A SMOOTH TRANSVERSE GRADE FOR PROPER DRAINAGE.

3. UTILIZE PENN DOT STANDARD DETAIL RC-28M TO CONSTRUCT OVERLAY TRANSITION JOINTS WITH EXISTING PAVEMENTS AND FOR LONGITUDINAL NOTCHED WEDGE JOINTS.

SEAL CURB JOINTS WITH PG 64-22, 12” WIDTH

5” – 8” CURB REVEAL AS REQUIRED TO MAINTAIN EXISTING GUTTER SLOPE AND TO CLEAR RAIN LEADER INVERTS

MILLING AND OVERLAY DETAIL

Drawing No. C 106

MILL LINE

CITY OF READING PUBLIC WORKS

503 North Sixth Street, Reading, Pa 19601

AREA AS DIRECTED

EXISTING PAVEMENT

SELECT BASE REPAIR

SAW CUT OR MILL EXISTING PAVEMENT AND PAINT WITH PG 64-22 (TYP)

PROPOSED WEARING/LEVELING COURSE

PROPOSED SUPERPAVE BASE COURSE, 5” MIN. DEPTH

COMPACTED SUBBASE/SUBGRADE

EXISTING PAVEMENT

Drawing No. C 107

CITY OF READING PUBLIC WORKS

503 North Sixth Street, Reading, Pa 19601