APPENDIX A - Plans MATOC TO 0001 MI PE .pdf
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1000 ft
N © 2021 Google
© 2021 Google
© 2021 Google
HMA PATCH (CCB-1)
HMA PATCH (CCB-2)
HMA PATCH (CCB-4)
HMA PATCH (CCB-3)
GENERAL SHEET NOTES:
1. CONSTRUCTION EQUIPMENT MUST BE STAGED IN THE EXISTING GRAVEL PARKING LOTS OR
ABANDONED CAMPSITES, WITHIN THE CONSTRUCTION LIMITS OF THE ROADWAY TO BE RECLAIMED, WHEN NOT IN OPERATION.
2. MATERIAL REMOVED DURING HMA PATCHING OPERATIONS ON THE B-LOOP ENTRANCE ROAD MAY BE
RECYCLED AND INCORPORATED INTO THE ROADWAY TO BE RECLAIMED.
3. EXISTING PAVEMENT SECTION FOR ROADWAY (ID: CCB-FDR) TO BE RECLAIMED CONSISTS OF 4-INCH OF ASPHALT PAVEMENT ON 6-INCHES OF AGGREGATE BASE. PERFORM FULL DEPTH RECLAMATION TO A
MINIMUM DEPTH OF 6-INCHES.
KEYNOTES:
1. BLADE AND SPREAD MATERIAL TO PROVIDE SMOOTH TRANSITION FROM RECLAIMED AGGREGATE
SURFACE INTO ADJOINING GRAVEL PARKING LOTS.
2. PUBLIC VEHICLE ACCESS TO THE NORTH PORTION OF D-LOOP MAY BE RESTRICTED DURING
CONSTRUCTION. PLACE BARRICADES NEAR GRAVEL PARKING TO PROVIDE A MEANS FOR TRAFFIC TO
TURN AROUND AND PLACE ADVANCED WARNINGS PRIOR TO BARRICADES.
CURTIS CREEK PARK MAIN ENTRANCE
ENTRANCE TO B-LOOP
CURTIS CREEK PARK B-LOOP
FULL DEPTH RECLAMATION AND
AGGREGATE SURFACING (CCB-FDR)
ACCESS TO PARK FROM UNION RD
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HMA PATCH (CCD-2)
HMA PATCH (CCD-1)
HMA PATCH (CCD-3)
FULL DEPTH RECLAMATION AND
AGGREGATE SURFACING (CCD-FDR)
GENERAL SHEET NOTES:
1. PUBLIC VEHICLE ACCESS TO D-LOOP MAY BE RESTRICTED DURING CONSTRUCTION. BARRICADES MUST BE PLACED AT THE INTERSECTION OF THE ENTRANCE TO D-LOOP AND THE MAIN ENTRANCE ROAD
TO THE BOAT RAMP TO PROVIDE A MEANS FOR TRAFFIC TO TURN AROUND.
2. CONSTRUCTION EQUIPMENT MUST BE STAGED IN THE EXISTING GRAVEL PARKING LOTS WHEN NOT IN
OPERATION.
3. MATERIAL REMOVED DURING HMA PATCHING OPERATIONS MAY BE RECYCLED AND INCORPORATED
INTO THE ROADWAY TO BE RECLAIMED.
4. EXISTING PAVEMENT SECTION FOR ROADWAY (ID: CCD-FDR) TO BE RECLAIMED CONSISTS OF 1-INCH OF CHIP SEAL ON 6-INCHES OF AGGREGATE BASE. PERFORM FULL DEPTH RECLAMATION TO A MINIMUM
DEPTH OF 4-INCHES.
KEYNOTES:
1. BLADE AND SPREAD MATERIAL TO PROVIDE SMOOTH TRANSITION FROM RECLAIMED AGGREGATE
SURFACE INTO ADJOINING GRAVEL PARKING LOTS.
ACCESS TO D-LOOP FROM
MAIN PARK ENTRANCE
BOAT RAMP PARKING LOT
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N © 2021 Google
© 2021 Google
© 2021 Google
HMA PATCH (ERH-1) HMA PATCH (ERH-2)
HIGHWAY 57
MILFORD PROJECT OFFICE
DAM CREST
SWIMMING BEACH
GENERAL SHEET NOTES:
1. ALL REMOVED MATERIAL WILL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE HAULED OFF AND DISPOSED OF IN
ACCORDANCE WITH FEDERAL AND STATE REGULATIONS.
MI-3
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N © 2021 Google
© 2021 Google
© 2021 Google
HMA PATCH (FCB-2)
HMA PATCH (FCA-1)
HMA PATCH (FCA-2)
FARNUM CREEK PARK A-LOOP
FARNUM CREEK PARK B-LOOP
HMA PATCH (FCB-1)
FARNUM CREEK PARK ENTRANCE ROAD
GENERAL SHEET NOTES:
1. ALL REMOVED MATERIAL WILL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE HAULED OFF AND DISPOSED OF IN
ACCORDANCE WITH FEDERAL AND STATE REGULATIONS.
MI-4
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700 ft
N © 2021 Google
© 2021 Google
© 2021 Google
HMA PATCH (TCC-1)
TIMBER CREEK CAMPGROUND
MAIN CAMPGROUND ENTRANCE
ROAD FROM HWY 82
GENERAL SHEET NOTES:
1. ALL REMOVED MATERIAL WILL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE HAULED OFF AND DISPOSED OF IN
ACCORDANCE WITH FEDERAL AND STATE REGULATIONS.
STAGING AREA
MI-5
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N © 2021 Google
© 2021 Google
© 2021 Google
TIMBER CREEK CAMPGROUND
HIGHWAY 82
TO WAKEFIELD
ENTRANCE ROAD TO TIMBER
CREEK CAMPGROUND
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
GENERAL SHEET NOTES:
1. BLACK SHADED PORTION OF THE ENTRANCE ROAD IDENTIFIES THE LIMITS OF
CONSTRUCTION.
2. CRACK FILLING OPERATIONS MUST BE COMPLETED PRIOR TO CHIP SEALING.
MI-6
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HMA PATCH (WRH-1)
HMA PATCH (WRH-2)
HMA PATCH (WRH-3)
WEST ROLLING HILLS CAMPGROUND
MAIN ENTRANCE ROAD
ENTRANCE ROAD TO B-LOOP
GENERAL SHEET NOTES:
1. ALL REMOVED MATERIAL WILL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE HAULED OFF AND DISPOSED OF IN
ACCORDANCE WITH FEDERAL AND STATE REGULATIONS.
MI-7
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N © 2021 Google
© 2021 Google
© 2021 Google
A-LOOP
ENTRANCE ROAD
CAMPGROUND FEE BOOTH
PARKING LOT
SHOWER BUILDING PARKING LOT
B-LOOP
ONE WAY LOOP
GENERAL SHEET NOTES:
1. BLACK SHADED PORTIONS OF THE ROADWAYS AND PARKING LOTS IDENTIFIES
THE LIMITS OF CONSTRUCTION.
2. HMA PATCHING OPERATIONS IN B-LOOP MUST BE COMPLETED PRIOR TO CHIP
SEALING.
3.COORDINATE WITH LAKE PROJECT POINT OF CONTACT FOR STAGING AND
MATERIAL STOCKPILE LOCATIONS.
MI-8
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300 ft
N
HMA PATCH (DG-1)
HMA PATCH (DG-2)
STAGING AREA
ACCESS TO DEVIL'S GAP FROM
SLOUGH CREEK CAMPGROUND
GENERAL SHEET NOTES:
1. ALL REMOVED MATERIAL WILL BECOME THE RESPONSIBILITY OF THE
CONTRACTOR AND SHALL BE HAULED OFF AND DISPOSED OF IN
ACCORDANCE WITH FEDERAL AND STATE REGULATIONS.
DEVIL'S GAP BOAT RAMP
PE-1
PE
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STOCKPILE LOCATION
GATE TO ACCESS
STOCKPILE LOCATION
BOAT RAMP
ROAD CLOSURE LOCATION
DISC GOLF COURSE PARKING
GENERAL SHEET NOTES:
1. IF EXERCISED, OPTION CLIN 0006 HMA "SKIN" PATCHING WILL BE COMPLETED AT
LOCATIONS THROUGHOUT THE LONGVIEW BOAT RAMP ENTRANCE ROAD. PATCH
LOCATIONS WILL BE MARKED ON SITE BY GOVERNMENT.
2. REFERENCE SITE MAP PE-3 FOR DETAILED EXTENTS OF HMA FULL-DEPTH
PATCHING, SHOULDERING AND PULL-OFF PARKING AREA NEAR THE BOAT RAMP.
KEYNOTES:
1. PUBLIC ACCESS TO THE BOAT RAMP MAY BE RESTRICTED DURING CONSTRUCTION.
PLACE BARRICADES AND ADVANCED ROAD CLOSED WARNING SIGNS NEAR THE
LONGVIEW DISC GOLF COURSE PARKING LOT NORTH OF THE CONSTRUCTION LIMITS.
PULL-OFF PARKING AREA
ACCESS TO BOAT RAMP FROM
LONGVIEW PARK ENTRANCE
PE-2
PE
R
R Y
LA
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P R
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C T
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PE
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N
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HMA PATCH (LV-2)
HMA PATCH (LV-1)
HMA PATCH (LV-3)
EXISTING LIGHT POLE
ACCESS TO BOAT RAMP FROM
LONGVIEW PARK ENTRANCE
GENERAL SHEET NOTES:
1. PUBLIC ACCESS TO THE BOAT RAMP MAY BE RESTRICTED DURING CONSTRUCTION. PLACE BARRICADES AND ADVANCED ROAD CLOSED WARNING SIGNS NEAR THE LONGVIEW DISC GOLF COURSE PARKING LOT NORTH OF
THE CONSTRUCTION LIMITS.
2. REMOVE AND STACK CURB STOPS, IN A NEAT MANNER, IN THE PARKING LOT. PLACE TRAFFIC CONES, OR
SIMILAR SAFETY FEATURE AROUND THE STACK OF CURB STOPS.
3. UTILIZE COLD MILLING TO THE MAXIMUM EXTENT PRACTICAL DURING HMA PATCHING REMOVAL OPERATIONS.
RESULTING RECLAIMED ASPHALT PAVMENT (MILLINGS) AND AGGREGATE BASE MATERIAL WILL BE REPURPOSED AND USED FOR SHOULDERING (PAVEMENT EDGE WEDGE) AND CONSTRUCTION OF A PULL-OFF PARKING AREA IN ACCORDANCE WITH THE SPECIFICATIONS. EXCAVATE EXISTING PAVEMENT THAT CANNOT BE REMOVED BY COLD
MILLING AND USE AS FILL MATERIAL FOR THE PULL-OFF PARKING AREA.
4. AFTER COMPLETING SHOULDERING AND CONSTRUCTION OF THE PULL-OFF PARKING AREA, HAUL AND STOCKPILE ANY REMAINING EXCESS REMOVED MATERIAL AT THE DESIGNATED STOCK PILE LOCATION BEHIND
THE GATE LOCATED WEST OF THE BOAT RAMP PARKING LOT.
5. CONTRACTOR SHALL EXERCISE CAUTION TO PREVENT DAMAGE TO THE EXISTING LIGHT POLE (SOLAR LIGHT;
NO UNDERGROUND BURY) AND EXISTING CONCRETE CURB AROUND THE PERIMETER OF THE BOAT RAMP
MANEUVER AREA.
KEYNOTES:
1. CONSTRUCT PULL-OFF PARKING AREA IN ACCORDANCE WITH DETAILS ON SHEET CP-502 "LONGVIEW BOAT RAMP PULL-OFF PARKING SITE DETAILS" AND THE SPECIFICATIONS. EXISTING DEAD TREES TO BE REMOVED BY
OTHERS.
EXISTING CONCRETE
PERIMETER CURB
TO STOCKPILE LOCATION
BOAT RAMP
1 PULL-OFF PARKING AREA
PE-3
PE
R
R Y
LA
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P R
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C T
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PE
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N
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OLD TOWN BOAT RAMP ENTRANCE ROAD (OT-1)OLD TOWN BOAT RAMP PARKING LOT (OT-2)
HMA PATCH (OT-3)
SURVEY AND PLANS NOTES:
1. PERFORM A SURVEY OF EXISTING SITE CONDITIONS AND DEVELOP PROPOSED SITE PLANS IN
ACCORDANCE WITH THE SPECIFICATIONS AND TO THE EXTENTS SHOWN.
2. ESTABLISH NEW GRADE FOR THE PARKING LOT AND ENTRANCE ROAD TO REMOVE EXISTING
DRAINAGE SWALE BETWEEN PARKING LOT AND ENTRANCE ROAD. FINAL PAVMENT SURFACE GRADE OF THE ENTIRE PARKING LOT MUST PROVIDE POSITIVE (SHEET FLOW) DRAINAGE IN A SOUTHWESTERLY
DIRECTION AND DRAIN TO THE SOUTH EDGE OF THE ENTRANCE ROAD.
3. THE ALIGNMENT AND WIDTH OF THE ENTRANCE ROAD AND THE ALIGNMENT AND DIMENSIONS OF THE PARKING LOT SHOULD GENERALLY REMAIN THE SAME AS THE EXISTING CONDITIONS, AND AS SHOWN ON THE AS-BUILT DRAWINGS, EXCEPT FOR THE WEST EDGE OF THE PARKING LOT THAT HAS BEEN DAMAGED BY HIGH WATER. REALIGN THE WEST EDGE OF THE PARKING LOT TO REMOVE THE ORIGINAL
CURVED PAVEMENT EDGE AND FURTHEST NORTHWEST PARKING STALL (SHOWN ON THE AS-BUILT
DRAWINGS) TO ESTABLISH A FINISHED EDGE OF PAVEMENT LINE SIMILAR TO THE DELIENATED LINE ON
THIS PLAN SHEET.
4. THE FINAL PROPOSED GRADE OF THE PAVMENT SURFACE SHOULD REPRESENT A 3-INCH HMA
OVERLAY OVER A FINISHED RECLAIMED AGGREGATE BASE.
KEYNOTES:
1. REESTABLISH A UNIFORM RADIUS AT THE ENTRANCE TO THE PARKING LOT.
2. TRANSITION HMA OVERLAY TO EXISTING PAVEMENT ELEVATION. LENGTH OF LONGITUDINAL
TRANSITION MUST ENSURE A UNIFORM TRANSITIONED SURFACE WITH A SLOPE NOT TO EXCEED 1%.
3. INSTALL HMA PATCH TO MATCH GRADE OF EXISTING CONDITIONS.
GENERAL SHEET NOTES:
1. CLOSE DOWN THE OLD TOWN BOAT RAMP ENTRANCE ROAD AT THE INTERSECTION WITH THE OLD TOWN CAMPGROUND ENTRANCE ROAD DURING CONSTRUCTION. IMPLEMENT TRAFFIC CONTROL MEASURES IN
ACCORDANCE WITH THE SPECIFICATIONS.
2. MATERIAL REMOVED DURING HMA PATCHING OPERATIONS ON THE BOAT RAMP MANEUVER AREA (OT-1) MAY BE
RECYCLED AND INCORPORATED INTO THE PAVEMENT AREA TO BE RECLAIMED.
3. THE EXISTING PAVEMENT SECTION FOR THE PARKING LOT AND PORTION OF ENTRANCE ROAD TO BE RECLAIMED CONSISTS OF APPROXIMATELY 3.5-INCHES OF BITUMINOUS PAVEMENT ON 6-INCHES OF AGGREGATE BASE.
PERFORM FULL DEPTH RECLAMATION OF EXISTING PAVEMENT AND AGGREGATE BASE TO A MINIMUM DEPTH OF 6- INCHES AND SURFACE THE FINISHED RECLAIMED AGGREGATE BASE WITH A 3-INCH THICK HMA OVERLAY.
4. ANY EXCESS AGGREGATE MATERIAL REMAINING AFTER FINAL GRADING OF THE FULL-DEPTH RECLAMATION
AREA MAY BE SPREAD UNIFORMLY IN THE GRAVEL STAGING AREA.
5.CONTRACTOR SHALL EXERCISE CAUTION TO PREVENT DAMAGE TO EXISTING CONCRETE CURB AROUND THE
PERIMETER OF THE BOAT RAMP MANEUVER AREA.
ACCESS FROM OLD TOWN PARK
ENTRANCE
PARKING LOT ENTRANCE
PARKING LOT EXIT
LIMITS OF SURVEYING
STAGING AREA
EXISTING CONCRETE
PERIMETER CURB
PE-4
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700 ft
N © 2021 Google
© 2021 Google
© 2021 Google
R O
C K
C R
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PA
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AI
N
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TR
AN
C E
R
HMA PATCH (RCBR-1)
HMA PATCH (RCBR-2)
HMA PATCH (RCBR-3)
BOAT RAMP
ROAD REMOVAL (RC-1)
ROAD REMOVAL (RC-2)
ROAD REMOVAL (WHIP-1)
WHIPPOORWILL CAMP LOOP
GENERAL SHEET NOTES:
1. MAINTAIN PUBLIC VEHICLE ACCESS TO WHIPPOORWILL CAMP LOOP. ONE LANE OF TRAFFIC MUST REMAIN OPEN TO THE BOAT RAMP UNLESS OTHERWISE APPROVED IN ADVANCE BY THE COR. THE NORTH PORTION OF THE BOAT RAMP PARKING LOT MAY BE CLOSED TO COMPLETE PATCHING, SHOULDERING AND PLACEMENT OF CURB STOPS.
RESTRICT PUBLIC ACCESS TO ROAD REMOVAL CONSTRUCTION AREAS.
2. REMOVE AND STACK CURB STOPS, IN A NEAT MANNER, AT A PARKING STALL OR IN THE GRASS ADJACENT TO THE EDGE OF THE PARKING LOT. PLACE TRAFFIC CONES, OR SIMILAR SAFETY FEATURE AROUND THE STACK OF CURB
STOPS.
3. REMOVED MATERIAL FROM HMA PATCHING AND PAVEMENT REMOVAL OPERATIONS WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE HAULED OFF AND DISPOSED OF IN ACCORDANCE WITH
FEDERAL AND STATE REGULATIONS.
4. HAUL REMOVED AGGREGATE BASE MATERIAL TO THOMPSONVILLE PARK FOR REPURPOSING IN ACCORDANCE
WITH THE SPECIFICATIONS.
KEYNOTES:
1. AFTER COMPLETING PAVEMENT REMOVAL, PLACE A PAVEMENT EDGE WEDGE SHOULDER WITH RECLAIMED
AGGREGATE BASE MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS.
ROAD REMOVAL (WHIP-2)
ROAD REMOVAL (WHIP-2)
PE-5
PE
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LA
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P R
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N
GENERAL SHEET NOTES:
1. REMOVE AND STACK CURB STOPS, IN A NEAT MANNER, AT A PARKING STALL AT THE
EAST END OF THE PARKING LOT. PLACE TRAFFIC CONES, OR SIMILAR SAFETY
FEATURE, AROUND THE STACK OF CURB STOPS.
2. ALL REMOVED MATERIAL WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL BE HAULED OFF AND DISPOSED OF IN ACCORDANCE WITH FEDERAL AND
STATE REGULATIONS.
ACCESS TO SLOUGH CREEK BRIDGE
BOAT RAMP FROM FERGUSON ROAD.
REMOVE AND REINSTALL CURBS
STOPS ALONG SOUTH EDGE
BOAT RAMP
HMA PATCH (SC-2)
HMA PATCH (SC-1)
PE-6
PE
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LA
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P R
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N
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N © 2021 Google
© 2021 Google
© 2021 Google
DAM ACCESS ROADACCESS TO ROCK CREEK PARK
THOMPSONVILLE PARK MAIN ENTRANCE ROAD
THOMPSONVILLE PARK GRAVEL LOOP ROAD
STOCKPILE LOCATION
GENERAL SHEET NOTES:
1. HAUL RECLAIMED AGGREGATE BASE MATERIAL FROM ROAD REMOVAL
OPERATIONS WITHIN ROCK CREEK PARK TO THOMPSONVILLE PARK FOR
REPURPOSING IN ACCORDANCE WITH THE SPECIFICATIONS.
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
PE-7
PE
R
R Y
LA
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P R
O
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C T
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PE
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N
S R
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AD
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AG
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S A
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D
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N
N
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GENERAL SHEET NOTES:
1. PUBLIC ACCESS TO WALNUT COVE MAY BE RESTRICTED DURING CONSTRUCTION. PLACE BARRICADES AND ADVANCED ROAD CLOSED WARNING SIGNS. MAINTAIN TWO-WAY TRAFFIC ON ROCK CREEK PARK MAIN ENTRANCE
ROAD.
2. REMOVE AND STACK CURB STOPS, IN A NEAT MANNER, ADJACENT TO THE EDGE OF THE PARKING LOT. PLACE
TRAFFIC CONES, OR SIMILAR SAFETY FEATURE AROUND THE STACK OF CURB STOPS.
3. REMOVED MATERIAL FROM HMA PATCHING AND PAVEMENT REMOVAL OPERATIONS WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE HAULED OFF AND DISPOSED OF IN ACCORDANCE WITH
FEDERAL AND STATE REGULATIONS.
4. HAUL REMOVED AGGREGATE BASE MATERIAL TO THOMPSONVILLE PARK FOR REPURPOSING IN ACCORDANCE
WITH THE SPECIFICATIONS.
5. CONTRACTOR SHALL MINIMIZE CONSTRUCTION TRAFFIC OVER THE PAVED PORTION OF ROADWAY TO REMAIN
AND UTILIZE THE SOUTH EXIT OF THE LOOP ROAD AS THE CONSTRUCTION ENTRANCE/EXIT.
KEYNOTES:
1. AFTER COMPLETING PAVEMENT REMOVAL, PLACE A PAVEMENT EDGE WEDGE SHOULDER WITH RECLAIMED
AGGREGATE BASE MATERIAL IN ACCORDANCE WITH THE SPECIFICATIONS.
ROCK CREEK PARK MAIN ENTRANCE ROAD
ROCK CREEK PARK MAIN ENTRANCE ROAD
HMA PATCH (WC-1)
HMA PATCH (WC-2)
ROAD REMOVAL (WAL-1)
PE-8
PE
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LA
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P R
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200 ft
N
HMA PATCH (WO-3)
HMA PATCH (WO-1)
BOAT RAMP
HMA PATCH (WO-2)
GENERAL SHEET NOTES:
1. REMOVE AND STACK CURB STOPS, IN A NEAT MANNER, AT A PARKING STALL OR IN
THE GRASS ADJACENT TO THE EDGE OF THE PARKING LOT. PLACE TRAFFIC CONES,
OR SIMILAR SAFETY FEATURE AROUND THE STACK OF CURB STOPS.
2. ALL REMOVED MATERIAL WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL BE HAULED OFF AND DISPOSED OF IN ACCORDANCE WITH FEDERAL AND
STATE REGULATIONS.
KEYNOTES:
1. PUBLIC ACCESS TO THE BOAT RAMP PARKING LOT MAY BE RESTRICTED DURING
HMA PATCHING OPERATIONS. PLACE BARRICADES AND ADVANCED ROAD CLOSED
WARNING SIGNS.ACCESS TO BOAT RAMP FROM
WORTHINGTON CAMPGROUND
PE-9
PE
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LA
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| G-001 TITLE PAGE_MILFORD_&_PERRY_ROADWORK |
| CP_501_HMA_PATCHING_DETAILS_REV_1_2021_3_JUN |
| CP_502_PERRY_LONGVIEW_PARK_PULL_OFF_PARKING_DETAILS_REV_1_2021_4_JUN |
| G-002 LOCATION MAP_MILFORD_4_JUNE_2021 |
| G-004 LOCATION MAP_PERRY_4_JUN_2021 |
File details come from the government source that posted it. Updated .