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