FCSI C202.pdf
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- Attached to
- Fisk Chapel Site Improvements
- Solicitation number
- Not on record
- Issued by
- Monmouth County, New Jersey
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Other files
| File | Type | Posted |
|---|---|---|
| ReferenceDrawingsComplete.pdf | ||
| FCSI C205.pdf | ||
| FCSI C208.pdf | ||
| FCSI C204.pdf | ||
| FCSI E-1.pdf | ||
| FCSI C207.pdf | ||
| FCSI C206.pdf | ||
| FCSI C201.pdf | ||
| FCSI C203.pdf | ||
| FCSI C209.pdf | ||
| FCSI Spec Book - Complete.pdf |
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8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S 8''S
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5'
5'
3.9
12 13 14 15 16 17 18 19 20 21 22 23 24 25
293031
6.1'
8.1'
5'
6.9'
9'
14'
12'
5'
10.6'
16.5'
16.5'
R5'
R2
R26'
R40'
R3.5'
R3'
R1 5'
R5'
R5'
5'
9' 9'
9' 9'
2 @ 9' = 18'
9 @ 9' = 81'
14 @ 9' = 126'
3 @ 9' = 27'
18' 24'
18'24'18'
18'
CONSTRUCT
CONCRETE DRIVEWAY APRON
REINFORCED, 8" THICK, 36 SY
REMOVE EXISTING SIDEWALK
CONSTRUCT
CONCRETE SIDEWALK
REINFORCED, 4" THICK, 20 SY
CONSTRUCT
CONCRETE DRIVEWAY APRON
REINFORCED, 8" THICK 11 SY
CONSTRUCT
6x18 VERTICAL CONCRETE CURB
815 LF
CONSTRUCT
1350 SY HMA PAVEMENT
CONSTRUCT
CONCRETE SIDEWALK
REINFORCED, 4" THICK, 12 SY
CONSTRUCT
CONCRETE SIDEWALK
REINFORCED, 4" THICK, 68 SY
CONSTRUCT WHITE
LINE STRIPING
CONSTRUCT
BLUE LINE
STRIPING IN
HC SPACES
CONSTRUCT
110 LF WOODEN STOCKADE FENCE
EXISTING FENCE TO BE REMOVED EXISTING VEGETATION
TO BE REMOVED
EXISTING TREE
TO REMAIN
EXISTING 24" & 20" TREE
TO BE REMOVED
EXISTING 10" TREE
TO BE REMOVED
APPROX LIMITS
OF EXIST. PAVEMENT
TO BE REMOVED
REMOVE EXISTING CONCRETE
CONSTRUCT
CONCRETE SIDEWALK
REINFORCED, 4" THICK, 9 SY
EXISTING CURB
TO BE REMOVED
REMOVE EXISTING
SIDEWALK
DEPRESSED
CURB
DEPRESSED
CURB
SIDEWALK AND ROAD IMPROVEMENTS
UNDER FHPD CONTRACT
STREET TREES UNDER
FHPD CONTRACT
4'
4'
FLUSH CONCRETE CURB
5.9'
BIO RETENTION
BASIN
RAMP
SEGMENTAL BLOCK
WALL
5'
4' POST AND
RAIL FENCE
R1-1 STOP SIGN
HC PARKING SIGN
(VAN)
HC PARKING SIGN
R1-1 STOP SIGN
SHEET OF
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C202Feet 0 10 20
GENERAL NOTES
1. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING FIELD CONDITIONS AND SHALL
VERIFY CONDITIONS AND DIMENSIONS SHOWN ON THE DESIGN DRAWINGS. THE CONTRACTOR IS
CAUTIONED THAT THE UNDERGROUND UTILITIES INFORMATION SHOWN MAY NOT BE COMPLETE
OR EXACT. THE CONTRACTOR SHALL CHECK WITH THE OWNER, THE UTILITY COMPANIES, AND
THE BOROUGH ENGINEERING DEPARTMENT FOR LOCATION OF ALL UTILITIES KNOWN. THE
CONTRACTOR SHALL VERIFY THE LOCATION OF UTILITIES SHOWN ON DRAWINGS OR INDICATED
BY OTHERS PRIOR TO START OF CONSTRUCTION. THERE MAY BE OTHER UTILITIES NOT KNOWN
OR SHOWN AND THE CONTRACTOR IS CAUTIONED TO PROCEED WITH CARE. DO NOT DISTURB
ANY UTILITY WITHOUT APPROVAL OF THE OWNER. ACTIVE UTILITIES DISTURBED DURING
CONSTRUCTION SHALL BE RETURNED TO THEIR PRIOR CONDITION.
2. SAFETY AND PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,
MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF, AND SHALL
PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO: ALL
PERSONS ON THE WORK SITE, OR WHO MAY BE AFFECTED BY THE WORK; ALL MATERIALS AND
EQUIPMENT; AND OTHER PROPERTY AT OR ADJACENT TO THE SITE, INCLUDING TREES, SHRUBS, LAWNS, WALKS, PAVEMENTS, ROADWAYS, STRUCTURES, UTILITIES, AND UNDERGROUND
FACILITIES NOT DESIGNATED FOR REMOVAL, RELOCATION OR REPLACEMENT DURING THE
COURSE OF WORK. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LAWS AND
REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION FOR SAFETY OF PERSONS OR
PROPERTY OR TO PROTECT THEM FROM DAMAGE, INJURY, OR LOSS, AND SHALL ERECT AND
MAINTAIN ALL NECESSARY SAFEGUARDS FOR SUCH SAFETY AND PROTECTION.
3. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND
REGULATIONS.
4. CONTRACTOR SHALL NOTIFY AND MAINTAIN VALID UTILITY MARK-OUTS PRIOR TO PERFORMING
EXCAVATION. CONTRACTOR SHALL CONTACT THE ONE-CALL CENTER 72 HOURS PRIOR TO THE
START OR RESTART OF EXCAVATION.
5. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL DEBRIS AND RUBBLE, SUCH AS BROKEN OUT PAVING AND CONCRETE FOOTINGS AND DISPOSE OF SAME AT AN APPROVED DISPOSAL SITE.
6. ALL REQUIRED UNDERGROUND PIPING, CONDUIT, ETC., SHALL BE IN PLACE PRIOR TO FINISHED
PAVING OPERATIONS.
7. ALL PAVEMENT SHALL BE REMOVED FROM WITHIN PLANTING BEDS. PLANT BEDS SHALL CONTAIN
A MINIMUM OF 5" OF TOPSOIL, FIRMED IN PLACE.
8. SITE WORK: WORKMANSHIP, EQUIPMENT AND MATERIALS, FURNISHED AND PLACED, SHALL MEET
THE MINIMUM REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION," DEPARTMENT OF TRANSPORTATION, STATE OF NEW JERSEY, 2019 EDITION.
GRADING AND PAVING OPERATIONS SHALL BE DONE SO AS NOT TO DISTURB EXISTING UTILITIES
AND BUILDINGS.
9. IN AREAS RECEIVING NEW PAVEMENT, THE SUBGRADE SHALL BE THOROUGHLY COMPACTED.
THE AREA SHALL BE PROOFROLLED PRIOR TO THE PLACEMENT OF THE BASE COURSE.
PROOFROLLING SHALL BE ACCOMPLISHED BY SUCCESSIVE PASSES OF A FULLY LOADED TANDEM
DUMP TRUCK. EACH PASS SHALL OVERLAP THE PRECEDING PASS TO ASSURE FULL COVERAGE
OF THE AREA. PROOFROLLING SHALL BE DONE IN THE PRESENCE OF THE SOIL ENGINEER OR
BOROUGH ENGINEER.
10. MARKINGS: ALL PARKING SPACES SHALL BE MARKED BY DURABLE PAINTED 4" WHITE LINES
EXTENDING THE LENGTH OF THE SPACE. PARKING SPACES SHALL BE SEPARATED BY HAIRPIN
STRIPES IN ACCORDANCE WITH THE STRIPING DETAIL.
11. FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 12" IN THICKNESS, AND SHALL BE COMPACTED
TO 95% MAXIMUM MODIFIED PROCTOR DENSITY, OR IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS.
12. ABANDONED UTILITIES -- CLOSE ENDS OF ABANDONED UNDERGROUND UTILITIES WHICH ARE
INDICATED TO REMAIN IN PLACE WITH SUFFICIENTLY STRONG CLOSURES TO WITHSTAND
HYDROSTATIC OR EARTH PRESSURE WHICH MAY RESULT AFTER THE ENDS OF ABANDONED
UTILITIES HAVE BEEN CLOSED. CLOSE ENDS OF CONCRETE OR MASONRY UTILITIES WITH NOT
LESS THAN 8" THICK CONCRETE BRICK MASONRY BULKHEADS. CLOSE OPEN ENDS OF OPEN
PIPING WITH THREADED METAL CAPS, PLASTIC PLUGS, OR OTHER ACCEPTABLE METHODS
SUITABLE FOR SIZE AND TYPE OF MATERIAL BEING CLOSED. WOOD PLUGS ARE NOT
ACCEPTABLE.
13. DISTURBED AREAS, WHETHER OR NOT SPECIFICALLY INDICATED, SHALL BE RESTORED.
14. SEE SITE ELECTRICAL DRAWINGS FOR ROUTES OF SITE ELECTRICAL CONDUIT.
Scale: 1"=10'
SITE PLAN1
| 9046 C202 |
| Arch E1 |
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