B.08.02 Attachment E - MansfieldCivilPlans.pdf
PDF 6 MB Posted
- Solicitation number
- W912DR21B0025
About this file
This solicitation is for repair work on the Mansfield Levee in Tioga County, Pennsylvania. The US Army Corps of Engineers Baltimore District is seeking to repair and restore sections of the levee crest to its original design elevation. The work includes repairing any construction damage, adding topsoil, and seeding and mulching areas along seven segments totaling approximately 15,000 linear feet. Offerors are to provide pricing for the repairs, which must be completed by November 2022. Erosion and sediment control during construction is the responsibility of the contractor.
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MANSFIELD LEVEE REPAIR
TIOGA COUNTY, PENNSYLVANIA
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WATER VALVE
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USACE SIGN POST
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UTILITY POLE
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TELEPHONE MANHOLE
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GAS VALVE
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STORM MANHOLE
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SANITARY MANHOLE
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MANHOLE
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GATE POST
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BOLLARD
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SIGN
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SLOPE INDICATOR
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FLOW DIRECTION
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EXISTING FENCE LINE
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GUARD RAIL
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OVERHEAD ELECTRIC
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STORM DRAIN PIPE
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EDGE OF RIVER
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INDEX OF DRAWINGS
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PLATE NO.
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TITLE
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SHEET NO.
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COVER SHEET
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GENERAL PLAN
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PLAN SHEET LAYOUT & ALIGNMENT DATA
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TYPICAL SECTIONS
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TYPICAL SECTIONS
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CROSS SECTIONS
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CROSS SECTIONS
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BROOKLYN ST
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MANSFIELD UNIVERITY
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OF PENNSYLVANIA
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4TH ST
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HEMLOCK DR
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MANSFIELD
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LAMB'S CREEK RD
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PROSPECT
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AutoCAD SHX Text GENERAL NOTES 1. ALL COORDINATES ARE IN U.S. SURVEY FEET. THE HORIZONTAL DATUM IS NAD83 PENNSYLVANIA ALL COORDINATES ARE IN U.S. SURVEY FEET. THE HORIZONTAL DATUM IS NAD83 PENNSYLVANIA STATE PLANE NORTH ZONE. ALL ELEVATIONS REFERENCE NAVD88. 2. THE TOPOGRAPHIC SURVEY SHOWN WAS PERFORMED BY PRECISION MEASUREMENTS INC. IN APRIL THE TOPOGRAPHIC SURVEY SHOWN WAS PERFORMED BY PRECISION MEASUREMENTS INC. IN APRIL 2016. THE TOPOGRAPHIC SURVEY WAS ONLY PERFORMED IN AREAS WHERE WORK WILL BE DONE. THE SURVEY DOES NOT INCLUDE THE RIPRAP PORTION OF THE RIVERWARD FACE OF THE LEVEE. 3. THE RIVERWARD PORTION OF THE LEVEE WHICH INCLUDES THE RIPRAP IS NOT SHOWN ON THE PLAN THE RIVERWARD PORTION OF THE LEVEE WHICH INCLUDES THE RIPRAP IS NOT SHOWN ON THE PLAN VIEW DRAWINGS. 4. SITE ACCESS SHALL BE COORDINATED WITH USACE OPERATIONS DIVISION. SITE ACCESS SHALL BE COORDINATED WITH USACE OPERATIONS DIVISION. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE EROSION AND SEDIMENT (E&S) CONTROL DESIGN AND THE CONTRACTOR IS RESPONSIBLE FOR THE EROSION AND SEDIMENT (E&S) CONTROL DESIGN AND IMPLEMENTATION, INCLUDING OBTAINING THE PERMIT.
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EXISTING MINOR CONTOURS
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EXISTING MAJOR CONTOURS
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FEET
NOTES 1. THE ALIGNMENT SHOWN IS FROM THE ORIGINAL 1975 DESIGN PLANS FOR THE THE ALIGNMENT SHOWN IS FROM THE ORIGINAL 1975 DESIGN PLANS FOR THE LEVEE. THE SURVEYED CENTER OF THE CREST AGREES WITH THE ALIGNMENT IN MOST PLACES, BUT DOES DEVIATE IN SOME PLACES. THESE PLANS DO NOT ATTEMPT TO REESTABLISH THE ORIGINAL ALIGNMENT.
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TIOGA RIVER
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ADJUST ELEVATION TO MATCH EXISTING GRADE AT EDGE OF TRAIL
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STA. 35+10
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STA. 40+00
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STA. 34+25 +/-34+25 +/-
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TRANSITION
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LIMIT OF WORK
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TRANSITION
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STA. 35+30 +/-
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S I
D
US Army Corps of
Engineers ®
Baltimore District
N
C102
P L
E
W
C D
W G
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MATCH LINE A
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MATCH LINE B
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MANSFIELD BOROUGH
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RICHMOND TOWNSHIP
AutoCAD SHX Text 45+00
AutoCAD SHX Text 46+00
AutoCAD SHX Text 47+00
AutoCAD SHX Text 48+00
AutoCAD SHX Text 49+00
AutoCAD SHX Text 50+00
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AutoCAD SHX Text FROM STA. 41+20 TO 49+80, THE CONTRACTOR SHALL REPAIR ANY CONSTRUCTION DAMAGE TO THE LEVEE CREST, ADD TOPSOIL, AND SEED & MULCH AS NEEDED.
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US Army Corps of
Engineers ®
Baltimore District
N
C103
P L
E
W
C D
W G
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MATCH LINE B
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MATCH LINE C
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MATCH LINE B
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MATCH LINE C
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EXISTING 1 STORY
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STORAGE BUILDING
AutoCAD SHX Text 51+00
AutoCAD SHX Text 52+00
AutoCAD SHX Text 53+00
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AutoCAD SHX Text 55+00
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TYPICAL SECTION 1
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STA. 51+00
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TYPICAL SECTION 1
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STA. 54+50
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TYPICAL SECTION 2
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STA. 55+00
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EDGE RIP-RAP REVETMENT
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STA. 49+80 +/-
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LIMIT OF WORK
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TRANSITION
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TRANSITION
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US Army Corps of
Engineers ®
Baltimore District
N
C104
P L
E
W
C D
W G
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MATCH LINE C
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MATCH LINE D
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MATCH LINE C
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MATCH LINE D
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EXISTING 1 STORY
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STORAGE BUILDING
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RIP-RAP
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GRAVEL
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SERVICE
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ROAD
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CONC.
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WALL
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CONC.
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WALL
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"MANSFIELD BOROUGH SEWAGE TREATMENT FACILITY"
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EX. BLDG 1 STORY BLOCK BUILDING "MANSFIELD BOROUGH GARAGE"
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GRAVEL PARKING
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AREA
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CORY STREET
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SHED
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WV
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WOOD
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UTILITY
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SHED
AutoCAD SHX Text 66+88
AutoCAD SHX Text 57+00
AutoCAD SHX Text 58+00
AutoCAD SHX Text 59+00
AutoCAD SHX Text 60+00
AutoCAD SHX Text 61+00
AutoCAD SHX Text 62+00
AutoCAD SHX Text 63+00
AutoCAD SHX Text 64+00
AutoCAD SHX Text 65+00
AutoCAD SHX Text 66+00
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STA. 64+50
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TYPICAL SECTION 2
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STA. 57+00
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TYPICAL SECTION 2
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TYPICAL SECTION 3
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TYPICAL SECTION 2
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STA. 60+75
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TIE-IN TO EXISTING ACCESS RAMP AND WALL (ADJUST PROPOSED ELEVATION TO MATCH)
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TYPICAL SECTION 1
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EDGE RIP-RAP REVETMENT
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STA. 57+50 +/-
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LIMIT OF WORK
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STA. 59+30 +/-
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LIMIT OF WORK
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STA. 59+50
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STA. 60+00
AutoCAD SHX Text FROM STA. 57+50 TO 59+30, THE CONTRACTOR SHALL REPAIR ANY CONSTRUCTION DAMAGE TO THE LEVEE CREST, ADD TOPSOIL, AND SEED & MULCH AS NEEDED.
AutoCAD SHX Text
TRANSITION
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TRANSITION
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STA. 62+50
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STA. 63+00
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TRANSITION
AutoCAD SHX Text EXISTING RIPRAP ABOVE EL. 1137 MAY BE REGRADED TO ACCOMMODATE FULL 10' CREST WIDTH AND PROPOSED ELEVATION
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IDENTIFICATION
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B
J U
A N
S I
D
US Army Corps of
Engineers ®
Baltimore District
N
C105
P L
E
W
C D
W G
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MATCH LINE D
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MATCH LINE D
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MATCH LINE E
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SHED
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EX. TRAILER
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EX. TRAILER
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SHED
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EX. TRAILER
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EX. TRAILER
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EX. TRAILER
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ASPHALT ROAD
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SERVICE
AutoCAD SHX Text
ROAD
AutoCAD SHX Text
RIP-RAP
AutoCAD SHX Text
CORY CREEK
AutoCAD SHX Text
CONC. FLOOD WALL
AutoCAD SHX Text
CONC. FLOOD WALL
AutoCAD SHX Text
GATE
AutoCAD SHX Text
POST
AutoCAD SHX Text
SHED
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SHED
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SHED
AutoCAD SHX Text
MEADOW STREET
AutoCAD SHX Text 67+94
AutoCAD SHX Text 69+00
AutoCAD SHX Text 70+00
AutoCAD SHX Text 71+00
AutoCAD SHX Text 72+00
AutoCAD SHX Text 73+00
AutoCAD SHX Text 74+00
AutoCAD SHX Text 75+00
AutoCAD SHX Text 76+00
AutoCAD SHX Text 77+00
AutoCAD SHX Text 78+00
AutoCAD SHX Text 68+00
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DO NOT PLACE RIPRAP AGAINST CONCRETE PAD
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TYPICAL SECTION 1
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STA. 70+00
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TIE-IN TO EXISTING ACCESS RAMP AND WALL (ADJUST PROPOSED ELEVATION TO MATCH)
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STA. 74+00
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TYPICAL SECTION 1
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EDGE RIP-RAP REVETMENT
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LIMIT OF WORK
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STA. 74+20 +/-
AutoCAD SHX Text FROM STA. 74+20 TO 80+80, THE CONTRACTOR SHALL REPAIR ANY CONSTRUCTION DAMAGE TO THE LEVEE CREST, ADD TOPSOIL, AND SEED & MULCH AS NEEDED.
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TRANSITION
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E x
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US Army Corps of
Engineers ®
Baltimore District
N
C106
P L
E
W
C D
W G
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EX. 1 STORY FRAME DWELLING
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CONC. WALK
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ELMIRA STREET
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CONC. CURB
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SHED
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EX. 1 STORY FRAME DWELLING
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EX. TRAILER
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EX. TRAILER
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SHED
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ASPHALT ROAD
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EX. TRAILER
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SHED
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EX. TRAILER
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ASPHALT ROAD
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EX. TRAILER
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EX. TRAILER
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MEADOW STREET
AutoCAD SHX Text 79+00
AutoCAD SHX Text 80+00
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AutoCAD SHX Text 82+00
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TYPICAL SECTION 1
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STA. 81+00
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EDGE RIP-RAP REVETMENT
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STA. 80+80 +/-
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LIMIT OF WORK
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TRANSITION
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US Army Corps of
Engineers ®
Baltimore District
N
C107
P L
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W
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W G
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MATCH LINE F
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MATCH LINE G
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CONC. WALK
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GATE
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BRIDGE
AutoCAD SHX Text
CONC. WALK
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W. WELLSBORO STREET US-6
AutoCAD SHX Text
CONC. CURB
AutoCAD SHX Text
CURB
AutoCAD SHX Text
GV
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EX. 2 STORY FRAME DWELLING
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TMH
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CONC. CURB
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CONC. CURB
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MEADOW STREET
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TIOGA RIVER
AutoCAD SHX Text 85+00
AutoCAD SHX Text 86+00
AutoCAD SHX Text 87+00
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8 FT MIN. CREST WIDTH FROM STA. 90+50 TO 91+50
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TRANSITION
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EDGE RIP-RAP REVETMENT
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STA. 90+50
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STA. 91+50
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STA. 88+00
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TYPICAL SECTION 1
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LIMIT OF WORK
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STA. 88+20 +/-
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TRANSITION
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STA. 90+00
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LIMIT OF WORK
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STA. 89+80 +/-
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TYPICAL SECTION 1
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TRANSITION
AutoCAD SHX Text FROM STA. 88+20 TO 89+80, THE CONTRACTOR SHALL REPAIR ANY CONSTRUCTION DAMAGE TO THE LEVEE CREST, ADD TOPSOIL, AND SEED & MULCH AS NEEDED.
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Baltimore District
N
C108
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MATCH LINE G
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MATCH LINE H
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MATCH LINE G
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MATCH LINE H
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GRAVEL PARKING
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AREA
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BOLLARD (TYP.)
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ASPHALT
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PARKING LOT
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GATE
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POST
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BOLLARD (TYP.)
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BOLLARD (TYP.)
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CONC. WALK
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GATE
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POST
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GATE
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POST
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CONC.
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CURB
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BRIDGE
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CONC. WALK
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ASPHALT
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ACCESS ROAD
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GUARD
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RAIL
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DORSETT DRIVE
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CONC.
AutoCAD SHX Text EXISTING 1-2 STORY BRICK BUILDING "NORTH PENN - MANSFIELD, JR. & SR. HIGH SCHOOL"
AutoCAD SHX Text EXISTING 1-2 STORY BRICK BUILDING "NORTH PENN - MANSFIELD, JR. & SR. HIGH SCHOOL"
AutoCAD SHX Text
BOLLARD (TYP.)
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TIOGA RIVER
AutoCAD SHX Text 92+00
AutoCAD SHX Text 93+00
AutoCAD SHX Text 94+00
AutoCAD SHX Text 95+00
AutoCAD SHX Text 96+00
AutoCAD SHX Text 97+00
AutoCAD SHX Text 98+00
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8 FT MIN. CREST WIDTH
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TRANSITION
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TYPICAL SECTION 1
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EDGE RIP-RAP REVETMENT
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STA. 93+00
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STA. 93+50
AutoCAD SHX Text FROM STA. 94+70 TO 100+80, THE CONTRACTOR SHALL REPAIR ANY CONSTRUCTION DAMAGE TO THE LEVEE CREST, ADD TOPSOIL, AND SEED &MULCH AS NEEDED.
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STA. 94+50
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LIMIT OF WORK
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STA. 94+70 +/-
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TRANSITION
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STA. 92+50
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TYPICAL SECTION 1
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Engineers ®
Baltimore District
N
C109
P L
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W G
AutoCAD SHX Text
MATCH LINE H
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MATCH LINE I
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MATCH LINE I
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DUGOUT
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BASEBALL FIELD
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ALUMINUM
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BLEACHER'S
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SCORE BOARD
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SIGN
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TIOGA RIVER
AutoCAD SHX Text 99+00
AutoCAD SHX Text 100+00
AutoCAD SHX Text 101+00
AutoCAD SHX Text 102+00
AutoCAD SHX Text 103+00
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TYPICAL SECTION 1
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STA. 101+00
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EDGE RIP-RAP REVETMENT
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STA. 100+80 +/-
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LIMIT OF WORK
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TRANSITION
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STA. 104+50
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STA. 104+70 +/-
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TRANSITION
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Baltimore District
N
C110
P L
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W G
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MATCH LINE I
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LITTLE LEAGUE
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BASEBALL FIELD
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BATTING CAGE
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LITTLE LEAGUE
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BASEBALL FIELD
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PLYWOOD
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ANNOUNCER'S
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BOOTH
AutoCAD SHX Text
CONC. BLOCK
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CONCESSION
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STAND
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BATTING CAGE
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GRAVEL PARKING
AutoCAD SHX Text
AREA
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ALUMINUM
AutoCAD SHX Text
BLEACHER'S
AutoCAD SHX Text
DUGOUT
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PLYWOOD
AutoCAD SHX Text
ANNOUNCER'S
AutoCAD SHX Text
BOOTH
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BASEBALL FIELD
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DUGOUT
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DUGOUT
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TIOGA RIVER
AutoCAD SHX Text 105+00
AutoCAD SHX Text 106+00
AutoCAD SHX Text 107+00
AutoCAD SHX Text 108+00
AutoCAD SHX Text 109+00
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EDGE RIP-RAP REVETMENT
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LIMIT OF WORK
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STA. 104+70 +/-
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TYPICAL SECTION 1
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STA. 108+00
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STA. 107+80 +/-
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LIMIT OF WORK
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TRANSITION
AutoCAD SHX Text FROM STA. 104+70 TO 107+80, THE CONTRACTOR SHALL REPAIR ANY CONSTRUCTION DAMAGE TO THE LEVEE CREST, ADD TOPSOIL, AND SEED &MULCH AS NEEDED.
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Baltimore District
N
C111
P L
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W G
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MATCH LINE J
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ASPHALT
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BASKETBALL
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COURT
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ASPHALT
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PLAY AREA
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PAVILION
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WOOD
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"RUBBER MULCH"
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PLAYGROUND
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AREA
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LITTLE LEAGUE
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BASEBALL FIELD
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EXISTING BRICK BUIILDING
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"WARREN E. MILLER ELEMENTARY SCHOOL"
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DUGOUT
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DUGOUT
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TIOGA RIVER
AutoCAD SHX Text 111+00
AutoCAD SHX Text 112+00
AutoCAD SHX Text 113+00
AutoCAD SHX Text 114+00
AutoCAD SHX Text 115+00
AutoCAD SHX Text 116+00
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TYPICAL SECTION 1
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EDGE RIP-RAP REVETMENT
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Baltimore District
N
C112
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MATCH LINE K
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CONC. DINOSAUR
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STATUE
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EXISTING BRICK BUIILDING
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"WARREN E. MILLER ELEMENTARY SCHOOL"
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TIOGA RIVER
AutoCAD SHX Text 117+00
AutoCAD SHX Text 118+00
AutoCAD SHX Text 119+00
AutoCAD SHX Text 120+00
AutoCAD SHX Text 121+00
AutoCAD SHX Text 122+00
AutoCAD SHX Text 123+00
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TRANSITION
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STA. 122+00
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EDGE RIP-RAP REVETMENT
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STA. 122+20 +/-
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LIMIT OF WORK
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TYPICAL SECTION 1
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L I C
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Baltimore District
C201
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EL. 1140.81140.8
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EL. 1140.81140.8
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EXISTING
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PROPOSED
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PROPOSED
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EXISTING
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L I C
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Baltimore District
C202
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EXISTING WALL
AutoCAD SHX Text FROM STA. 56+40 TO 59+80, THE AS-BUILT DESIGN CENTERLINE DOES NOT MATCH THE SURVEYED CENTERLINE. THE SURVEYED TOP OF PROTECTION PROFILE IS DEPICTED INSTEAD.
AutoCAD SHX Text FROM STA. 56+40 TO 59+80, THE AS-BUILT DESIGN CENTERLINE DOES NOT MATCH THE SURVEYED CENTERLINE. THE SURVEYED TOP OF PROTECTION PROFILE IS DEPICTED INSTEAD.
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APPROXIMATE GRADE AT LANDWARD BASE OF WALL
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APPROXIMATE TOP OF WALL
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EL. 1140.81140.8
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EL. 1140.81140.8
AutoCAD SHX Text
EL. 1140.81140.8
AutoCAD SHX Text
EL. 1140.81140.8
AutoCAD SHX Text
EXISTING
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EXISTING
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PROPOSED
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PROPOSED
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L I C
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A T
I O
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N
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F I
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D W
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B
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S I G
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B
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N
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2 3
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IDENTIFICATION
D A
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C
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US Army Corps of
Engineers ®
Baltimore District
C203
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EXISTING WALL
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APPROXIMATE GRADE AT LANDWARD BASE OF WALL
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APPROXIMATE TOP OF WALL
AutoCAD SHX Text
EL. 1140.81140.8
AutoCAD SHX Text
EL. 1140.81140.8
AutoCAD SHX Text
EL. 1140.81140.8
AutoCAD SHX Text
EXISTING
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EXISTING
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PROPOSED
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PROPOSED
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ALIGNMENT DEVIATES FROM AS-BUILT CREST, NO RAISING NECESSARY HERE.
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L I C
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ROUTE 6
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AutoCAD SHX Text FROM STA. 92+40 TO 93+60, THE AS-BUILT DESIGN CENTERLINE DOES NOT MATCH THE SURVEYED CENTERLINE. THE SURVEYED TOP OF PROTECTION PROFILE IS DEPICTED INSTEAD.
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EL. 1140.81140.8
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STA. 90+00 90+00 EL. 1140.81140.8
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STA. 91+80 91+80 EL. 1142.851142.85
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STA. 103+45 103+45 EL. 1144.801144.80
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STA. 117+00 117+00 EL. 1146.17
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STA. 122+00 122+00 EL. 1146.671146.67
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L I C
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TYPICAL SECTION 1 (GRASS ON LANDSIDE, RIPRAP ON RIVERSIDE)
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DESIGN ELEVATION VARIES REFER TO PROFILE
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EXISTING LEVEE
AutoCAD SHX Text LEVEE ALIGNMENT FROM 1975 DESIGN DRAWINGS (ACTUAL AS-BUILT CENTERLINE DOES NOT MATCH EXACTLY) *SEE CROSS SECTION SHEETS
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EXTEND 1.5V : 1H SLOPE FROM EDGE OF EXISTING RIPRAP TO DESIGN ELEVATION
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EXTEND 2.5H : 1V SLOPE TO DESIGN ELEVATION
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12" RIPRAP
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6" BEDDING STONE
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6" TOPSOIL
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EARTH FILL
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DESIGN ELEVATION VARIES REFER TO PROFILE
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EXISTING LEVEE
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EXISTING LANDWARD FACE OF LEVEE
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EXISTING RIPRRAP SLOPE
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EXTEND 1.5V : 1H SLOPE FROM EDGE OF EXISTING RIPRAP TO DESIGN ELEVATION
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EXTEND 1.5H : 1V SLOPE TO MEET EXISTING LANDWARD FACE OF LEVEE
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12" RIPRAP
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6" BEDDING STONE
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6" TOPSOIL
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EARTH FILL
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12" RIPRAP
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6" BEDDING STONE
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SEED & MULCH
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6" STRIPPING
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EXISTING RIPRAP
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RIVER SIDE
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LAND SIDE
AutoCAD SHX Text STA. 34+50 TO 35+10 STA. 40+00 TO 41+00 40+00 TO 41+00 STA. 51+00 TO 54+50 51+00 TO 54+50 STA. 63+00 TO 64+50 63+00 TO 64+50 STA. 70+00 TO 74+00 70+00 TO 74+00 STA. 81+00 TO 88+00 81+00 TO 88+00 STA. 90+00 TO 91+50 90+00 TO 91+50 STA. 92+50 TO 94+50 92+50 TO 94+50 STA. 101+00 TO 104+50 101+00 TO 104+50 STA. 108+00 TO 122+00108+00 TO 122+00
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TYPICAL SECTION 2 (RIPRAP ON BOTH SIDES)
AutoCAD SHX Text STA. 55+00 TO 57+00 STA. 59+50 TO 60+00 59+50 TO 60+00 STA. 60+75 TO 62+5060+75 TO 62+50
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SEED & MULCH
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6" STRIPPING
AutoCAD SHX Text LEVEE ALIGNMENT FROM 1975 DESIGN DRAWINGS (ACTUAL AS-BUILT CENTERLINE DOES NOT MATCH EXACTLY) *SEE CROSS SECTION SHEETS
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(EXISTING SLOPES ARE APPROXIMATE)
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EXISTING LANDWARD FACE OF LEVEE
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12" RIPRAP
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6" BEDDING STONE
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6" BEDDING STONE
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EARTH FILL
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6" TOPSOIL
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EXISTING RIPRAP
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RIVER SIDE
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LAND SIDE
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TYPICAL SECTION 3 (WITH ACCESS RAMP)
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STA. 60+00 TO 60+75
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SEED & MULCH
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SEED & MULCH
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6" STRIPPING
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| Sheets and Views |
| G001-Layout1 |
| G002-Layout1 |
| G003-Layout1 |
| C101-Layout1 |
| C102-Layout1 |
| C103-Layout1 |
| C104-Layout1 |
| C105-Layout1 |
| C106-Layout1 |
| C107-Layout1 |
| C108-Layout1 |
| C109-Layout1 |
| C110-Layout1 |
| C111-Layout1 |
| C112-Layout1 |
| C201-Layout1 |
| C202-Layout1 |
| C203-Layout1 |
| C204-Layout1 |
| C205-Layout1 |
| C206-Layout1 |
| C301-301 |
| C301-302 |
| C303-Layout1 |
| C304-Layout1 |
File details come from the government source that posted it. Updated .