SITE
SITE
MERCER PARK PROPERTY LIMITS
USGS MAP - PENNINGTON & PRINCETON QUAD AREIAL SITE MAP 1"=2000 FT 1"=1000 FT
STONY BROOK PEDESTRIAN BRIDGE AND TRAIL EXTENSION MERCER COUNTY PARK COMMISSION
PREPARED BY 140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 PH. 908-238-0544 FAX. 908-238-9572 ENGINEERING & LAND PLANNING ASSOCIATES, INC. A PROFESSIONAL ASSOCIATION 140 WEST MAIN STREET, HIGH BRIDGE, NEW JERSEY 08829
2 PER DEP COMMENTS DPA 10/12/18 1 PER DEP COMMENTS DPA 8/17/18
PLAN INDEX NO. BY DATE SHEET No. TITLE
1 COVER SHEET 2 LEGEND AND NOTES 3 SITE PLAN 10/12/18 4 TRAIL PLAN STA 0+00 TO 12+85 DATE MATTHEW T. CONNORS PROFESSIONAL ENGINEER 5 TRAIL PLAN STA 12+85 TO 26+07 N.J.P.E N0. 24GE047687 6 TRAIL PLAN STA 26+07 TO 34+50 PROJECT: 7 DETAILS 8 DETAILS MERCER COUNTY PARK COMMISSION GENERAL NOTES: 9 DETAILS STONY BROOK PEDESTRIAN 10 BRIDGE SUSPENDER DETAIL BRIDGE AND TRAIL EXTENSION 1. OWNER/APPLICANT: 11 BRIDGE PLAN & PROFILE MERCER COUNTY PARK COMMISSION HOPEWELL TOWNSHIP 197 BLACKWELL ROAD 12 TOWER DETAILS PENNINGTON, NEW JERSEY 08534 13 STRUCTURAL DETAILS (609) 303-0708 14 FOUNDATION DETAILS MERCER COUNTY NEW JERSEY 15 FOUNDATION DETAILS TITLE: 2. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAN ENTITLED "MERCER COUNTY PARK NORTHWEST, WETLAND DELINEATION/LOI SUBMISSION", PREPARED BY THE RBA GROUP, DATED AUGUST 7, 2007, OR LAST REVISED.
3. THESE PLANS ARE NOT TO BE USED AS SURVEYS. REFER TO REFERENCE SOURCES FOR COVER SHEET BOUNDARY AND TOPOGRAPHIC INFORMATION (NOTE # 2 ABOVE).
4. FRESHWATER WETLANDS LETTER OF INTERPRETATION/LINE VERIFICATION VERIFIED BY THE JOB NO.: DRAWING NO.: NJDEP FILE NUMBER 1100-07-0004.1 (FWW 070001), DATED JULY 1, 2009. 0217014 SCALE: 5. OWNER IS RESPONSIBLE TO OBTAIN ANY AND ALL JURISDICTIONAL AGENCY APPROVALS DESIGNED: 1 PRIOR TO CONSTRUCTION. COPYRIGHT 2017 ENGINEEING & LAND PLANNING ASSOC., INC. ALL RIGHTS JZ RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING IS CHECKED: 6. ALL ELEVATIONS GIVEN ARE ON USGS DATUM. THE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN PREPARED MTC SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF FILENAME: ENGINEERING & LAND PLANNING ASSOC., INC. COVER.DWG 15 DATE: 12/29/201712/29/2017 GENERAL NOTES:
STANDARD LEGEND 1. OWNER/APPLICANT: 24. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY MERCER COUNTY PARK COMMISION COMPONENTS FOR CONSTRUCTION SAFETY. THE EXISTING PROPOSED EXISTING PROPOSED 197 BLACKWELL ROAD CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE "ON THE PENNINGTON, NEW JERSEY 08534 JOB" SAFETY FOR HIS EMPLOYEES, EMPLOYEES OF THE RIGHT-OF-WAY / PROPERTY MONUMENT (609) 303-0708 OWNER AND ALL OTHER PERSONS HAVING AUTHORIZED OR UNAUTHORIZED ACCESS TO THE WORK AND THE PUBLIC. SETBACK LINE ROW MONUMENT 2. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON CONTRACTOR SHALL PERFORM HIS WORK IN A SAFE WAS TAKEN FROM A PLAN ENTITLED "MERCER COUNTY PARK MANNER AND IN COMPLIANCE WITH ALL APPLICABLE LOCAL, CURB NORTHWEST, WETLAND DELINEATION/LOI SUBMISSION", STATE AND FEDERAL REGULATIONS. PREPARED BY THE RBA GROUP, DATED AUGUST 7, 2007, OR DEPRESSED CURB TEST PIT (NUMBER) LAST REVISED. 25. THE LOCATION, TYPE, SIZE, DEPTH, ETC. OF ALL EXISTING UTILITIES ARE APPROXIMATE AND MUST BE VERIFIED IN THE UNDERGROUND ELEC. BORING (NUMBER) 3. THESE PLANS ARE NOT TO BE USED AS SURVEYS. REFER TO FIELD BY THE CONTRACTOR AND AT HIS OWN EXPENSE UNDERGROUND GAS REFERENCE SOURCES FOR BOUNDARY AND TOPOGRAPHIC PRIOR TO THE START OF CONSTRUCTION. THE INFORMATION (NOTE # 2 ABOVE). CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OPERATING WITHIN THE CONSTRUCTION SITE 3 DAYS PRIOR UNDERGROUND WATER BUILDING TO BE DEMOLISHED 4. ALL CROSSWALKS, SIDEWALKS, AND CURB RAMPS WITHIN THE TO COMMENCEMENT OF ANY EXCAVATION FOR ACCURATE UNDERGROUND TELEPHONE PROJECT LIMITS SHALL CONFORM TO ADA RULES AND FIELD LOCATIONS. FOR UTILITY MARKOUT, CALL REGULATIONS. 1-800-272-1000. THE CONTRACTOR SHALL IMMEDIATELY OVERHEAD WIRES NOTIFY THE DESIGN ENGINEER OF ALL DEVIATIONS OF SITE 5. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION CONDITIONS AND/OR IF DEPARTURES FROM THE APPROVED WOOD FENCE ACTIVITIES TO WITHIN THE LIMIT OF WORK AND/OR THE DESIGN BECOME NECESSARY DUE TO SUCH DEVIATIONS. RIGHT-OF-WAY. ALL DISTURBED AREAS ARE TO BE RESTORED CHAIN LINK FENCE 10+00 10+00 TO EXISTING CONDITIONS OR AS INDICATED IN THE CONTRACT 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LINES, DOCUMENTS. ELEVATIONS, AND MEASUREMENTS, EXERCISING UNDERGROUND PIPE BASE LINE PRECAUTION TO VERIFY ALL DIMENSIONS SHOWN ON 6. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES DRAWING. TREE LINE AND IMPROVEMENTS WITHIN THE PROJECT LIMITS AND RIGHT-OF-WAY. THESE FEATURES INCLUDE BUT ARE NOT 27. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN CONTOUR HIGH POINT LIMITED TO TREES, SHRUBS, LANDSCAPING, DRIVEWAYS, ENGINEER SHOULD DEPARTURES FROM THE APPROVED MAILBOXES, SIGNAGE, CURBING, SIDEWALKS, UTILITIES, DESIGN BECOME NECESSARY DUE TO CIRCUMSTANCES BOLLARD JUNCTION BOXES, POLES, LIGHTING, HYDRANTS, VALVE BOXES, WHICH ARISE DURING CONSTRUCTION. AND STRIPPING. P.S.E & G. MANHOLE LOW POINT 28. ITEMS NOT SPECIFIED BUT NECESSARY FOR PROPER SEWER MANHOLE 7. THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS CONSTRUCTION SHALL BE FURNISHED AND INSTALLED BY REQUIRED BY LOCAL, COUNTY OR STATE JURISDICTIONS. THE THE CONTRACTOR THE SAME AS IF SPECIFIED. B.M. B.M. WATER MANHOLE BENCH MARK CONTRACTOR SHALL BE RESPONSIBLE FOR APPLICATION, PAYMENT AND APPROVAL OF SAID PERMITS. NO ADDITIONAL SITE/CIVIL NOTES: MANHOLE PAYMENT SHALL BE MADE BY THE OWNER. 1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER BELL MANHOLE 8. THE CONTRACTOR SHALL NOTIFY THE TOWN AND MUNICIPAL DRAINAGE OF THE PROJECT SITE AND ALL UPGRADIENT ENGINEER'S OFFICE 72 HOURS PRIOR TO THE START OF WORK. AREAS TO THE SITE. WATER METER THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE AGENCIES, INCLUDING THE COUNTY SOIL CONSERVATION DISTRICT PRIOR 2. MILLINGS, STONE, SOIL, CONSTRUCTION DEBRIS, AND ALL ELEC. METER DECIDUOUS TREE TO THE START OF CONSTRUCTION AND AS NECESSARY OTHER RELATED MATERIALS SHALL BECOME THE PROPERTY THROUGH PROJECT COMPLETION. OF THE CONTRACTOR FOR OFF-SITE DISPOSAL. WATER VALVE EVERGREEN TREE 9. HOURS OF WORK SHALL BE BETWEEN 7:00AM AND 5:00PM GAS VALVE SHRUB 3. INADEQUATE INSPECTION OF WORKMANSHIP SHALL NOT EASTERN STANDARD TIME, UNLESS OTHERWISE PERMITTED BY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO THE TOWNSHIP. VALVE WETLAND PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND REGULATIONS AND TO OBTAIN 10. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS SAN. SEWER VENT WRITTEN APPROVAL OF MUNICIPAL OFFICIALS, AND BEFORE BEGINNING CONSTRUCTION. ACCEPTANCE OF THE CONSTRUCTION BY THE OWNER. CLEAN-OUT CONCRETE 11. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE 4. ALL CONCRETE USED FOR SITE WORK SHALL HAVE A FIRE HYDT. PROJECT SITE, CONTRACTOR PROPERTY, EQUIPMENT, AND MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI. OR WORK. AS REQUIRED BY THE A/E. "A" SEWER INLET PERVIOUS PAVEMENT 12. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS 5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES "B" SEWER INLET OF CONSTRUCTION DIRT AND DEBRIS AT CLOSE OF EACH INDIVIDUALLY AND SHALL NOTIFY THE UNDERGROUND WORK DAY. UTILITIES NOTIFICATION SERVICE AT LEAST 72 HOURS PRIOR D.O.T. BOX BITUMINOUS CONCRETE TO COMMENCEMENT OF ANY EXCAVATION BY CALLING 13. THE CONDITION OF THE ADJACENT ROAD AND/OR [1-800-242-1776 IN PA, 1-800-272-1000 IN NJ]. 140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 TRAFF. LIGHT STANDARD RIGHT-OF-WAY, UPON COMPLETION OF THE JOB SHALL BE AS PH. 908-238-0544 FAX. 908-238-9572 GOOD AS OR BETTER THAN PRIOR TO STARTING WORK. 6. TOPSOIL SHALL NOT BE USED AS SPOIL, UNLESS DIRECTED TRAFF. SIGN A PROFESSIONAL ASSOCIATION BY THE ENGINEER AND IN CONFORMANCE TO AN APPROVED 14. PRIOR TO CONSTRUCTION, THE CONTRACTOR, ALONG WITH SOIL EROSION AND SEDIMENT CONTROL PLAN. UTILITY POLE CONCURRENCE FROM THE OWNER, SHALL DETERMINE HIS/HER LAY-DOWN AND/OR STAGING AREA LOCATIONS. OVERHEAD LIGHT 7. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANIC AND OTHER UNSUITABLE 15. TRAFFIC INGRESS AND EGRESS FOR DRIVEWAYS AND ROOF DRAIN MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE, PEDESTRIAN ACCESS FACILITIES SHALL BE MAINTAINED SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED THROUGHOUT CONSTRUCTION. HEADWALL FILL MATERIAL COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTOR METHOD). HEADWALL AND APRON 16. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE 2 PER DEP COMMENTS DPA 10/12/18 REPLACED WITH LIKE-KIND OR BETTER AT THE CONTRACTOR'S 8. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL BE 1 PER DEP COMMENTS DPA 8/17/18 DITCH EXPENSE. TREES, BUSHES, SHRUBBERY AND OTHER DAMAGED RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION PLANTINGS TO REMAIN SHALL BE REPLACED WITHIN 72 HOURS ACTIVITIES RELATED TO THIS PROJECT ARE PERFORMED IN NO. BY DATE OF REMOVAL AND ARE TO BE THOROUGHLY WATERED-IN. ACCORDANCE WITH ALL APPLICABLE OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) STANDARDS. 17. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL STANDARD ABBREVIATIONS BE PROTECTED FROM DAMAGE BY TRACKED EQUIPMENT. 9. NO EXCAVATION OR FILL SHALL BE MADE WITH A FACE STEEPER THAN THREE (3) HORIZONTAL TO ONE (1) VERTICAL 18. PROPERTY MARKERS DISTURBED DURING CONSTRUCTION ARE (3:1) UNLESS A RETAINING WALL, CONSTRUCTED IN AH., BK. AHEAD, BACK J.B. JUNCTION BOX RCP, R.C.P. REINFORCED CONCRETE PIPE TO BE REPLACED BY A REGISTERED PUBLIC LAND SURVEYOR ACCORDANCE WITH APPROVED STANDARDS IS PROVIDED TO 10/12/18 \, B.L. BASELINE LT., RT. LEFT, RIGHT RMC, R.M.C. FOR THE ORIGINAL PROPERTY OWNER AT NO SEPARATE PAY. SUPPORT THE FACE OF SLOPE OF SAID EXCAVATION OR FILL. DATE MATTHEW T. CONNORS B.M. BENCH MARK L.O.P. LIMIT OF PAVEMENT (PAVING) RNMC, R.N.M.C. RIGID NON-METALLIC CONDUIT 19. CONSTRUCTION STAKING WILL BE PROVIDED BY THE PROFESSIONAL ENGINEER 10. BURYING OF TREES, STUMPS, OR CONSTRUCTION MATERIAL N.J.P.E N0. 24GE047687 B.T. BELL TELEPHONE L.O.M. LIMIT OF MILLING ROW, R.O.W. RIGHT OF WAY CONTRACTOR. TWO COPIES OF STAKING NOTES TO BE IS PROHIBITED. TREES AND STUMPS MAY BE CHIPPED OR BIT., BITUM. BITUMINOUS M.B. MAILBOX R.R. RAILROAD PROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION. GROUND AND SPREAD ON THE SITE. PROJECT: BLDG. BUILDING M.P. MILE POST RTE., RT. ROUTE 20. THE CONTRACTOR SHALL MAINTAIN UPDATED RED-LINED 11. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES MERCER COUNTY PARK COMMISSION , C.L. CENTERLINE MAX. MAXIMUM SAN. SANITARY RECORD DRAWINGS ON SITE FOR INSPECTION BY THE SHALL BE IN PLACE AND FUNCTIONING PRIOR TO ANY OTHER STONY BROOK PEDESTRIAN C.I.P. CAST IRON PIPE MIN. MINIMUM SDWK. SIDEWALK ENGINEER. DISTURBANCE ON THE SITE. D.I.P. DUCTILE IRON PIPE NO. NUMBER S.H.D. STATE HIGHWAY DEPARTMENT BRIDGE AND TRAIL EXTENSION 21. MAINTENANCE AND CLEAN-UP OF THE PROJECT IS REQUIRED 12. EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN CONC. CONCRETE N.T.S. NOT TO SCALE SHLD. SHOULDER HOPEWELL TOWNSHIP FOR THE PROJECT LIMITS AND DURATION, REGARDLESS OF DEVELOPED FROM UTILITY COMPANY AS-BUILTS AND OR CULV. CULVERT PAV'T. PAVEMENT , S.L. SURVEY LINE THE CONTRACTOR'S SCOPE OF ACTIVITIES WITHIN THE FIELD SURVEY AT THE SITE. COMPLETENESS AND/OR PROJECT LIMITS. D, DIA. DIAMETER PERF. PERFORATED S.O.D. SUBBASE OUTLET DRAIN ACCURACY CANNOT BE GUARANTEED. MERCER COUNTY NEW JERSEY D.C. DROP CURB P.G.L. PROFILE GRADE LINE STY. STORY 22. THE REMOVAL OF ANY ABANDONED UTILITIES REQUIRED TO TITLE: DE DITCH EXCAVATION |, P.L. PROPERTY LINE, PROFILE LINE T TANGENT COMPLETE THE WORK SHALL BE INCIDENTAL AND NO DEP., DP DEPRESSED CURB PK PARKER KAYLON MASONRY NAIL TBA TO BE ABANDONED SEPARATE PAYMENT SHALL BE MADE.
DH DRILL HOLE POC, P.O.C. POINT ON CURVE TBR TO BE REMOVED 23. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILE DWY DRIVEWAY POL, P.O.L. POINT ON LINE TEL. TELEPHONE NECESSARY MATERIAL ON-SITE OR AT A SECURED OFF-SITE LEGEND AND NOTES E.B., W.B., EASTBOUND, WESTBOUND POT, P.O.T. POINT ON TANGENT TEMP. TEMPORARY LOCATION AT NO ADDITIONAL EXPENSE TO THE OWNER. N.B., S.B. NORTHBOUND, SOUTHBOUND PRC, P.R.C. POINT OF REVERSE CURVE THK., TH. THICK EL., ELEV. ELEVATION PROP. PROPOSED TYP. TYPICAL JOB NO.: DRAWING NO.: EXIST. EXISTING PT, P.T. POINT OF TANGENCY U.D. UNDERDRAIN 0217014 SCALE: GR. GRATE PVC, P.V.C. POLYVINYL CHLORIDE PIPE, UP, U.P. UTILITY POLE AS SHOWN VAR. VARIABLE, VARIES HT. HEIGHT POINT OF VERTICAL CURVATURE DESIGNED: JZ 2 H.W. HEADWALL PVI, P.V.I. POINT OF VERTICAL INTERSECTION WM WATER METER CHECKED: HYD. HYDRANT PVT, P.V.T. POINT OF VERTICAL TANGENCY, PAVEMENT MTC FILENAME: INV. INVERT R RADIUS 02_LEGEND & NOTES.DWG 15 IP IRON PIN RCCP, R.C.C.P. REINFORCED CONCRETE CULVERT PIPE DATE: 12/29/2017 NOTES:
1. SOIL STOCKPILES TO BE STABILIZED WITH TEMPORARY SEED. CONTRACTOR TO DISPOSE OF EXCESS SOIL MATERIAL AT NJDEP APPROVED RECYCLING FACILITY. CONTRACTOR SHALL PROVIDE LETTER CERTIFING PROPER DISPOSAL.
2. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON REFERENCES "MERCER COUNTY PARK NORTHWEST, WETLAND DELINEATION/LOI SUBMISSION" BY THE RBA GROUP, DATED AUGUST 7, 2007, AND LAST REVISED MARCH 27, 2009.
3. FRESHWATER WETLANDS LETTER OF INTERPRETATION/LINE VERIFICATION VERIFIED BY THE NJDEP FILE NUMBER 1100-07-0004.1 (FWW 070001), DATED JULY 1, 2009. INCLUDING LETTER OF INTERPRETATION - EXTENSION FOR THE SITE ON FEBRUARY 22, 2016 (FWW150001).
LEGEND:
CONSTRUCTION ENTRANCE
WETLANDS
EXISTING TRAIL TO BE REMOVED
DISTURBED WETLAND
DISTURBED TRANSITION AREA
PROPOSED NEW TRAIL NJDOT #10 STONE CONSTRUCTION
TEMPORARY SOIL STOCKPILE
WETLAND BOUNDARY WETLAND LINE PROPERTY LINE WETLAND BUFFER LINE
SEE SHEET 4 LOT LINE (APPROXIMATE)
SF SILT FENCE SEE SHEET 5 FLOODWAY LOD LIMIT OF DISTURBANCE END OF BRIDGE PROP. FOOTBRIDGE FLOODWAY NEW JERSEY FLOOD HAZARD DESIGN PROP. BOARDWALK FLOOD
100 0 100 WETLAND BUFFER SEE SHEET 4
Scale 1" = 100''
TOB: 135.00 PROP. PEDESTRIAN PROP. PEDESTRIAN SUSPENSION BRIDGE TOB: 135.00 TOB: 135.00 CROSSING SIGN W11-2 PROP. RAMP @ 2% STONY BROOK W16-2AP-250 FT. TOB: 135.00 W16-9P TOB: 135.00 TOB: 135.00 TOB: 135.00 TOB: 135.00 TRAIL TO BE 140 WEST MAIN STREET HIGH BRIDGE, NJ 08829
SEE SHEET 6 REMOVED PROP. BOARDWALK TOB: 135.00 PH. 908-238-0544 FAX. 908-238-9572 OLD MILL ROAD MILL OLD NEW JERSEY TOB: 135.00 TOB: 135.00 FLOOD HAZARD A PROFESSIONAL ASSOCIATION SEE SHEET 5 DESIGN FLOOD START OF BRIDGE TOB: 135.00
EXISTING TREE PROP. YIELD TO PEDESTRIAN SIGN. PROP. YIELD TO R1-5A EXISTING TREE LINE WETLAND LINE PEDESTRIAN SIGN 2 PER DEP COMMENTS DPA 10/12/18 R1-5A 155' PROP. 6' WIDE TRAIL 1 PER DEP COMMENTS DPA 8/17/18 TOB: 135.00 NO. BY DATE
TOB: 135.00
50' WETLAND BUFFER 10/12/18 OLD MILL ROAD TEMPORARY TOPSOIL STOCKPILE DATE MATTHEW T. CONNORS SEE SHEET 6 PROFESSIONAL ENGINEER N.J.P.E N0. 24GE047687
PROJECT: PROP. PEDESTRIAN MERCER COUNTY PARK COMMISSION CROSSING SIGN W11-2 STONY BROOK PEDESTRIAN W16-2AP-250 FT. START OF PROP. TRAIL BRIDGE AND TRAIL EXTENSION W16-9P HOPEWELL TOWNSHIP PROP. 20' x 50' STABILIZED CONSTRUCTION ENTRANCE MERCER COUNTY NEW JERSEY TITLE:
SITE PLAN
RIPARIAN BUFFER 150'
RIPARIAN BUFFER 300' JOB NO.: DRAWING NO.: 0217014 SCALE: 1"=100' DESIGNED: JZ 3 CHECKED: MTC FILENAME: 04_SITE.DWG 15 DATE: 12/29/2017
LOD
WIDE TRAIL
0+00
LOD LOD
MATCHLINE STA MATCHLINE PROP. BOARDWALK
PROP. 6' SF
LOD LOD
LOD LOD
FENCE PROP. SILT
(MATCH EX.) SF
FS: 145.00
LOD
SF
5+98
LOT LINE
MATCHLINE STA MATCHLINE
SF LOD LOD SF
SF PROP. TOPSOIL STOCKPILE LOD
6+06
PROP. TOWER 4 TOWER PROP. STATION
LOD
LOD
SF
LOD
LOD LOD
LOD
SF
NEW JERSEY FLOOD 1+06 HAZARD DESIGN FLOOD LOD STATION
LOD LOD
LOD SF
PROP. TOWER 1
(SEE DETAILS)
LOD LOD
LOD
TD: 146.37 LOD
WETLAND BOUNDARY SF
FLOODWAY LOD
LOD
LOD
LOD SF
LOD
SF LOD
LOD
LOD
LOD
LOD SF
LOD
LOD
LOD
SF
LOD
LOD 2+06
LOD
STATION 75' FROM TOP OF BANK OF TOP FROM 75'
PROP. TOWER 2
LOD (SEE DETAILS) PROP. SILT FENCE SILT PROP.
LOD
SF
LOD
PROP. 6' WIDE TRAIL WIDE 6' PROP.
LOD EXISTING TREE LINE TREE EXISTING
LOD
LOD
SF LOD LOD TRAIL PLAN STA 5+98 TO 12+85 TRAIL PLAN STA 0+00 TO 5+98
LOD
LOD
SF LOD
LOD
LOD
EXISTING TREE LINE
LOD
TOB: 135.00 TOB: SF
EXISTING TREE
LOD PROP. LIMIT OF DISTURBANCE OF LIMIT PROP.
LOD
LOD
20' FROM SF TOP OF BANK
LOD
LOD LOD
LOD
SF
TOB: 135.00 TOB: LOD
LOD LOD
FLOODWAY LOD
SF TOB: 135.00 TOB:
LOD
LOD LOD
LOD
PROP. PEDESTRIAN SUSPENSION BRIDGE
(SEE STRUCTURAL PLANS)
SF
LOD
LOD LOD MIN. 10' FROM
LOD TOP OF BANK TOB: 135.00 TOB:
SF
LOD
LOD LOD
LOD
WETLAND BOUNDARY
SF
LOD
LOD PROP. 16 LF BOARDWALK LF 16 PROP.
LOD
LOD SF LOD
LOD
LOD SF
LOD PROP. SILT FENCE SILT PROP.
LOD
LOD
DEAD TREES WITHIN 20' OF LIVING TREES AND REMOVE ALL PROPOSED BRIDGE
CONTRACTOR TO PROTECT ALL WETLAND BOUNDARY WETLAND
LOD SF 135.00 TOB:
LOD LOD LOD BANK OF TOP SF LOD
LOD FROM 47' SF
LOD
LOD LOD LOD 5+06
LOD LOD STATION
SF
LOD LOD
LOD
PROP. TOWER 3 (SEE DETAILS) LOD
LOD
LOD
SF
LOD
SF
LOD LOD SF
LOD LOD
LOD SF
SF LOD
LOD
SF
LOD
SF
LOD LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
5+98 MATCHLINE STA MATCHLINE
MATCHLINE STA 12+85 6+06
STATION
LOD LOD DATE: FILENAME: CHECKED: DESIGNED: SCALE: JOB NO.: TITLE: PROJECT: 140 WEST MAIN STREET NO. 1 2 1. SOIL STOCKPILES TO BE STABILIZED WITH INTERPRETATION - EXTENSION FOR THE SITE ON INTERPRETATION/LINE VERIFICATION VERIFIED BY THE FEBRUARY 22, 2016 (FWW150001). REVISED MARCH 27, 2009. HEREON REFERENCES "MERCER COUNTY PARK RECYCLING FACILITY. CONTRACTOR SHALL PROVIDE EXCESS SOIL MATERIAL AT NJDEP APPROVED DATED JULY 1, 2009. INCLUDING LETTER OF NJDEP FILE NUMBER 1100-07-0004.1 (FWW 070001), BY THE RBA GROUP, DATED AUGUST 7, 2007, AND LAST NORTHWEST, WETLAND DELINEATION/LOI SUBMISSION" LETTER CERTIFING PROPER DISPOSAL. NOTES 3. FRESHWATER WETLANDS LETTER OF 2. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN TEMPORARY SEED. CONTRACTOR TO DISPOSE OF 10/12/18 MERCER COUNTY MERCER COUNTY PARK COMMISSION LOD DATE SF TRAIL PLAN STA 0+00 : BRIDGE AND TRAIL EXTENSION STONY BROOK PEDESTRIAN PER DEP COMMENTS PER DEP COMMENTS PH. 908-238-0544 04_SITE.DWG HOPEWELL TOWNSHIP FLOOD FLOODWAY EXISTING TRAIL TO BE REMOVED NEW JERSEY FLOOD HAZARD DESIGN LIMIT OF DISTURBANCE LOT LINE (APPROXIMATE) PROPOSED NEW TRAIL NJDOT #10 STONE DISTURBED TRANSITION AREA DISTURBED WETLAND LEGEND CONSTRUCTION CONSTRUCTION ENTRANCE SILT FENCE TEMPORARY SOIL STOCKPILE WETLAND BUFFER LINE WETLAND LINE WETLANDS 12/29/2017 0217014 20 A PROFESSIONAL ASSOCIATION 1"=20' MTC TO 12+85 JZ : Scale 1" = 20' 0 PROFESSIONAL ENGINEER FAX. 908-238-9572 MATTHEW T. CONNORS N.J.P.E N0. 24GE047687 NEW JERSEY DRAWING NO.: HIGH BRIDGE, NJ 08829 DPA DPA 4 BY 20 15 10/12/18 8/17/18 DATE
SF
LOD
LOD LOD
LOD SF
SF LOD
LOD
SF LOD
LOD LOD
SF SF
LOD
LOD LOD
LOD LOD
SF SF
LOD
19+78
MATCHLINE STA MATCHLINE
LOD MATCHLINE STA SF
12+85
LOD LOD
LOD
SF LOD
LOD
SF
TOB: 135.00 TOB: LOD LOD
LOD
LOD CONTRACTOR TO ADJUST TO CONTRACTOR
SF
LOD SF
TO AVOID DISTURBANCE AVOID TO
TRAIL THROUGH TREES THROUGH TRAIL LOD LOD
LOD
LOD SF
SF
LOD
LOD LOD
LOD
LOD SF
SF
LOD
LOD LOD WETLAND BOUNDARY WETLAND
LOD LOD SF
SF
LOD LOD LOD
LOD LOD SF
SF
LOD
LOD LOD
LOD LOD SF
SF
LOD
LOD LOD
PROP. 160 LF BOARDWALK LF 160 PROP.
LOD LOD SF
FLOODWAY 12.5' FROM
SF
LOD LOD LOD TOP OF BANK
LOD DISTURBANCE MIN. 10' LOD
FROM TOP OF BANK SF
SF LOD LOD
LOD
LOD
SF
SF LOD
LOD EXISTING TREE EXISTING TRAIL PLAN STA 19+78 TO 26+07 TRAIL PLAN STA 12+85 TO 19+78
LOD LOD
SF
SF PROP. FOOTBRIDGE PROP. LOD LOD
LOD LOD
SF
SF LOD LOD
LOD LOD
SF
SF LOD
LOD
LOD
SF LOD
LOD LOD
SF FLOODWAY
LOD LOD
SF
LOD
SF LOD LOD LOD
SF
LOD
SF LOD LOD LOD SF
LOD
LOD SF LOD LOD
SF LOD
SF LOD LOD LOD
SF
LOD
SF
EXISTING TREE LINE TREE EXISTING LIMIT OF DISTURBANCE OF LIMIT
LOD LOD LOD
SF
LOD
SF
WETLAND BOUNDARY WETLAND
LOD PROP. TRAIL PROP.
LOD
LOD
SF SF
WETLAND BOUNDARY WETLAND LOD
LOD LOD FENCE SILT PROP.
LOD
SF
LOD
SF LOD
HAZARD DESIGN FLOOD DESIGN HAZARD
LOD LOD
NEW JERSEY FLOOD JERSEY NEW
SF LOD
SF LOD
LOD
LOD
LOD
SF
LOD
LOD
SF
LOD
LOD
SF
LOD
LOT LINE LOT LOD
SF
LOD LOD SF
LOD LOD
SF
300' RIPARIAN BUFFER RIPARIAN 300'
LOD LOD SF
LOD LOD
SF
LOD LOD
SF LOD
LOD LOD
LOD SF
SF
LOD MATCHLINE STA 19+78 26+07 STA MATCHLINE
LOD
LOD SF
SF DATE: FILENAME: CHECKED: DESIGNED: SCALE: JOB NO.: TITLE: PROJECT: 140 WEST MAIN STREET NO. 1 2 1. SOIL STOCKPILES TO BE STABILIZED WITH INTERPRETATION - EXTENSION FOR THE SITE ON INTERPRETATION/LINE VERIFICATION VERIFIED BY THE FEBRUARY 22, 2016 (FWW150001). DATED JULY 1, 2009. INCLUDING LETTER OF NJDEP FILE NUMBER 1100-07-0004.1 (FWW 070001), REVISED MARCH 27, 2009. NORTHWEST, WETLAND DELINEATION/LOI SUBMISSION" HEREON REFERENCES "MERCER COUNTY PARK RECYCLING FACILITY. CONTRACTOR SHALL PROVIDE EXCESS SOIL MATERIAL AT NJDEP APPROVED NOTES BY THE RBA GROUP, DATED AUGUST 7, 2007, AND LAST LETTER CERTIFING PROPER DISPOSAL. 3. FRESHWATER WETLANDS LETTER OF 2. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN TEMPORARY SEED. CONTRACTOR TO DISPOSE OF 10/12/18 MERCER COUNTY MERCER COUNTY PARK COMMISSION DATE TRAIL PLAN STA 12+85 LOD SF BRIDGE AND TRAIL EXTENSION : STONY BROOK PEDESTRIAN PER DEP COMMENTS PER DEP COMMENTS PH. 908-238-0544 04_SITE.DWG HOPEWELL TOWNSHIP 12/29/2017 12/29/2017 FLOOD FLOODWAY EXISTING TRAIL TO BE REMOVED NEW JERSEY FLOOD HAZARD DESIGN LIMIT OF DISTURBANCE LOT LINE (APPROXIMATE) PROPOSED NEW TRAIL NJDOT #10 STONE DISTURBED TRANSITION AREA DISTURBED WETLAND LEGEND CONSTRUCTION CONSTRUCTION ENTRANCE SILT FENCE TEMPORARY SOIL STOCKPILE WETLAND BUFFER LINE WETLAND LINE WETLANDS 0217014 20 A PROFESSIONAL ASSOCIATION 1"=20' MTC TO 26+07 JZ : Scale 1" = 20' 0 PROFESSIONAL ENGINEER FAX. 908-238-9572 MATTHEW T. CONNORS N.J.P.E N0. 24GE047687 NEW JERSEY DRAWING NO.: HIGH BRIDGE, NJ 08829 DPA DPA 5 BY 20 15 10/12/18 8/17/18 DATE
300' RIPARIAN BUFFER RIPARIAN 300'
WETLAND BOUNDARY WETLAND LOD
32+43 SF
LOD MATCHLINE STA MATCHLINE
MATCHLINE STALOD
LOD 26+07
LOD
SF
20'
LOD LOD
LOD
LOD
LOD
LOD
SF
LOD LOD LOD
LOD
HAZARD DESIGN FLOOD DESIGN HAZARD LOD FLOOD JERSEY NEW
LOD
LOD SF
PROP. YIELD TO PEDESTRIANS SIGN R1-5A
PROP. 12 LF OF 16" DIP
LOD FLOODPLAIN
16 LF OF RCP INSTALL 2 STATIONARY BOLLARDS PROP. ROAD CROSSING
AND 1 REMOVABLE BOLLARD 48 SF OF PAVED APRON
PROP. 12 LF OF 16" DIP PROP. TRAIL PROP.
CONNECT
TO EXISTING TRAIL
20'
HAZARD DESIGN FLOOD DESIGN HAZARD NEW JERSEY FLOOD JERSEY NEW
LOD
SF
LOD
300' RIPARIAN BUFFER RIPARIAN 300'
LOD
SF
LIMIT OF DISTURBANCE OF LIMIT
LOD LOD
PROP. YIELD TO PEDESTRIANS SIGN R1-5A
SF
34+50 MATCHLINE STA MATCHLINE
LOD
LOD
SF
LIMIT OF DISTURBANCE OF LIMIT
LOD
LOD
SF
LOD
PROP. SILT FENCE SILT PROP.
250'
LOD
SF
OLD MILL ROAD MILL OLD
LOD
LOD
SF
LOD
LOD
SF
LOD
LOD
SF
LOD
LOD SF
TRAIL PLAN STA 32+43 TO 34+50 TRAIL PLAN STA 26+07 TO 32+43 LOD
PROPERTY
LINE
EXISTING TREE LINE TREE EXISTING
LOD
SF
LOD
LOD
SF
LOD
LOD
SF
LOD
LOD SF
PROP. PEDESTRIAN
CROSSING SIGN
W11-2 W16-2AP-250 FT. W16-9P
LOD
LOD
SF LOD
LOD
SF
EXISTING TREE LINE
LOD LOD SF
LOD LOD
SF
PROPERTY LINE PROPERTY PROP. PEDESTRIAN PROP. LOD LOD
SF
W16-2AP-250 FT. W16-2AP-250
CROSSING SIGN CROSSING EX. TRAIL TO BE REMOVED BE TO TRAIL EX.
LOD LOD
SF
W16-9P
W11-2 LOT LINE LOT
LOD LOD
SF (101 LF) (101
LOD LOD
SF 50' WETLAND BUFFER WETLAND 50' LOD
LOD LOD LOD SF LOD LOD LOD LOD
SF LOD 95'
LOD SF LOD LOD SF LOD LOD LOD
LOD WETLAND BOUNDARY WETLAND
155'
MATCHLINE STA 32+43 DATE: FILENAME: CHECKED: DESIGNED: SCALE: JOB NO.: TITLE: PROJECT: 140 WEST MAIN STREET NO. 1 2 1. SOIL STOCKPILES TO BE STABILIZED WITH INTERPRETATION - EXTENSION FOR THE SITE ON INTERPRETATION/LINE VERIFICATION VERIFIED BY THE FEBRUARY 22, 2016 (FWW150001). REVISED MARCH 27, 2009. HEREON REFERENCES "MERCER COUNTY PARK RECYCLING FACILITY. CONTRACTOR SHALL PROVIDE EXCESS SOIL MATERIAL AT NJDEP APPROVED BOTH ENDS OF OLD MILL ROAD (SEE DETAIL). DATED JULY 1, 2009. INCLUDING LETTER OF NJDEP FILE NUMBER 1100-07-0004.1 (FWW 070001), BY THE RBA GROUP, DATED AUGUST 7, 2007, AND LAST NORTHWEST, WETLAND DELINEATION/LOI SUBMISSION" LETTER CERTIFING PROPER DISPOSAL. NOTES 3. FRESHWATER WETLANDS LETTER OF 2. TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN TEMPORARY SEED. CONTRACTOR TO DISPOSE OF 4. 25 MPH SPEED LIMIT SIGNS R2-1 TO BE POSTED AT 10/12/18 MERCER COUNTY MERCER COUNTY PARK COMMISSION DATE TRAIL PLAN STA 26+07 LOD SF BRIDGE AND TRAIL EXTENSION : STONY BROOK PEDESTRIAN PER DEP COMMENTS PER DEP COMMENTS PH. 908-238-0544 04_SITE.DWG HOPEWELL TOWNSHIP 12/29/2017 12/29/2017 0217014 FLOOD FLOODWAY NEW JERSEY FLOOD HAZARD DESIGN PROPOSED NEW TRAIL NJDOT #10 STONE DISTURBED TRANSITION AREA DISTURBED WETLAND EXISTING TRAIL TO BE REMOVED LIMIT OF DISTURBANCE LOT LINE (APPROXIMATE) LEGEND CONSTRUCTION CONSTRUCTION ENTRANCE SILT FENCE TEMPORARY SOIL STOCKPILE WETLAND BUFFER LINE WETLAND LINE WETLANDS 20 A PROFESSIONAL ASSOCIATION 1"=20' MTC TO 34+50 JZ : Scale 1" = 20' 0 PROFESSIONAL ENGINEER FAX. 908-238-9572 MATTHEW T. CONNORS N.J.P.E N0. 24GE047687 NEW JERSEY DRAWING NO.: HIGH BRIDGE, NJ 08829 DPA DPA 6 BY 20 15 10/12/18 8/17/18 DATE 8 SITE SIGNAGE 1 WOODEN BOARDWALK SECTION VIEW DETAIL HEAVY DUTY FLANGED CHANNEL SIGN POST WITH BREAKAWAY SYSTEM, 2 LBS/FT MIN. AND IN ACCORDANCE WITH NJDOT STANDARD SPECIFICATIONS. 6 SIGN POST DETAIL 3,000 PSI CONC. @ 28 DAYS 12.80 1" MIN. 5" SPEED LIMIT 25 NTS MIN. 24" 7' NTS
2' NTS
2'
2' 9 RAILING POST DETAIL 3 2 BOARDWALK PIER DETAIL
BOARDWALK BULKHEAD DETAIL 1.5' 6' 8"
18" 18" 24"
42"
10"
1.5' 3.5'
NTS 3.5' 4" NTS NTS
6" 8" 10 TYPICAL TRENCH DETAIL FOR RCP STORM PIPE 7
WOODEN BOARDWALK PLAN VIEW DETAIL
8' 2'
4 6' BOARDWALK DETAIL AT BULKHEAD
12" MIN. 2' 5 TRAIL CROSS SECTION DETAILS 2' N.T.S. 12' NTS 6' 1.5' DATE: FILENAME: CHECKED: DESIGNED: SCALE: JOB NO.: TITLE: PROJECT: 140 WEST MAIN STREET NO. 1 2 10/12/18 MERCER COUNTY MERCER COUNTY PARK COMMISSION DATE
BRIDGE AND TRAIL EXTENSION 3.5' STONY BROOK PEDESTRIAN PER DEP COMMENTS PER DEP COMMENTS PH. 908-238-0544 DETAILS.DWG HOPEWELL TOWNSHIP AS SHOWN 12/29/2017 12/29/2017 0217014 A PROFESSIONAL ASSOCIATION MTC JZ DETAILS NTS 8' 12" PROFESSIONAL ENGINEER FAX. 908-238-9572 MATTHEW T. CONNORS N.J.P.E N0. 24GE047687 NEW JERSEY DRAWING NO.: HIGH BRIDGE, NJ 08829 7 DPA DPA BY NTS 15 10/12/18 8/17/18 DATE FOOT BRIDGE PLAN DETAIL 1 NTS
FOOT BRIDGE ELEVATION DETAIL 2 NTS
140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 PH. 908-238-0544 FAX. 908-238-9572 A PROFESSIONAL ASSOCIATION
FOUNDATION LAYOUT 2 PER DEP COMMENTS DPA 10/12/18 3 NTS 1 PER DEP COMMENTS DPA 8/17/18
NO. BY DATE
TEMPORARY STOCKPILE DETAIL 4 NTS
10/12/18 DATE MATTHEW T. CONNORS PROFESSIONAL ENGINEER N.J.P.E N0. 24GE047687
PROJECT: MERCER COUNTY PARK COMMISSION STONY BROOK PEDESTRIAN BRIDGE AND TRAIL EXTENSION HOPEWELL TOWNSHIP
MERCER COUNTY NEW JERSEY TITLE:
DETAILS
JOB NO.: DRAWING NO.: FOOTING AND ANCHOR BOLT LOCATION 0217014 5 NTS SCALE: TEMPORARY STOCKPILE DETAIL AS SHOWN 6 NTS DESIGNED: JZ 8 CHECKED: MTC FILENAME: DETAILS.DWG 15 TEMPORARY STOCKPILE DETAIL DATE: 7 NTS 12/29/2017 EROSION CONTROL MATTING 1 NTS
140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 PH. 908-238-0544 FAX. 908-238-9572 A PROFESSIONAL ASSOCIATION
2 PER DEP COMMENTS DPA 10/12/18 1 PER DEP COMMENTS DPA 8/17/18
NO. BY DATE
TREE PROTECTION DETAIL SILT FENCE DETAIL STABILIZED CONSTRUCTION ACCESS 2 NTS 3 NTS 4 NTS
10/12/18 DATE MATTHEW T. CONNORS PROFESSIONAL ENGINEER N.J.P.E N0. 24GE047687
PROJECT: MERCER COUNTY PARK COMMISSION STONY BROOK PEDESTRIAN BRIDGE AND TRAIL EXTENSION HOPEWELL TOWNSHIP
MERCER COUNTY NEW JERSEY TITLE: TEMPORARY STOCKPILE DETAIL 5 NTS DETAILS
JOB NO.: DRAWING NO.: 0217014 SCALE: AS SHOWN DESIGNED: JZ 9 CHECKED: MTC FILENAME: DETAILS.DWG 15 DATE: 12/29/2017 PROP. TOWER 2 PROP. TOWER 3
PROP. 3" MAIN CABLE TYPICAL PANEL SECTION
PROP. RAMP (1:12 MAX) PROP. 1/2" SUSPENDER (TYP.) PROP. TOWER 1 PROP. TOWER 4 BACKSTAY (TYP.) PROP. RAMP (1:12 MAX)
1.0'
PROP. DECKING BOTTOM MEMBER 5.35' WATER SURFACE
PROP. TRAIL PROP. TRAIL FHA DESIGN FLOOD ELEVATION EX. GRADE CONCRETE COLUMN TO CONCRETE FOOTING CONCRETE FOOTING EXTEND ABOVE FHA DESIGN (SEE DETAIL) (SEE DETAIL) FLOOD ELEVATION (TYP.) SUSPENDER PROFILE SCALE 1" = 20'
MAIN SPAN SUSPENDER CALCULATIONS SIDE SPAN SUSPENDER CALCULATIONS SUSPENDER LABEL LENGTH OF SUSPENDER (FEET) LENGTH OF SUSPENDER (FEET) SUSPENDER LABEL A 11.50 CENTER (0) 4.47'' 5.00 B 12.99 1 5.16 C 13.71 2 5.65 0.64'' D 15.00 3'' WIRE ROPE 3 6.45 E 16.86 4.25''1.22'' 4 7.58 F 19.30 2'' 5 9.04 G 22.30 CM B1G ORANGE PIGGYBACK 6 10.82 EXTRA HEAVY DUTY GALV. WEDGE SOCKET CLIP FOR H 25.87 FLEMISH 7 12.92 WIRE ROPE THIMBLE 1'' WIRE ROPE, INSTALLED I 30.01 EYE LOOP REVERSED, CM #M254D HIGH BRIDGE, NJ 08829 8 15.34 J 34.72 140 WEST MAIN STREET PH. 908-238-0544 FAX. 908-238-9572 9 18.09 1 2'' 6'' x 36'' GALV. A PROFESSIONAL ASSOCIATION 10 21.16 FLEMISH EEIPS IWRC SLEEVE 11 24.55 LENGTH VARIES 12 28.26 13 32.30 2°
14 36.66 2 31/32
2.5'' 2 PER DEP COMMENTS DPA 10/12/18
2'' 1 PER DEP COMMENTS DPA 10/12/188/17/18
17 16'' NO. BY DATE BORE 9.5'' 6'' SWAGE
7 16'' 10/12/18 5.5'' DATE MATTHEW T. CONNORS PROFESSIONAL ENGINEER N.J.P.E N0. 24GE047687 9 16 16'' PROJECT: MERCER COUNTY PARK COMMISSION MUNCY TTS 1'' THREADED STUD 1 STONY BROOK PEDESTRIAN 30 16'' THREADED STUD NC THREAD, HOT DIPPED GALV. BRIDGE AND TRAIL EXTENSION HOPEWELL TOWNSHIP 24 1 '' 1 16 5 2'' 6'' x 10'' x 12' SYP #2 OR BETTER CCA.40 KDAT 25% TIMBER MERCER COUNTY NEW JERSEY
1 TITLE: 3'' x 3'' x 4'' HOT DIPPED GALV. 1 SQUARE WASHER, 1 8'' DIA. HOLE BRIDGE SUSPENDER 9'' CIRCULAR WASHER STANDARD 1'' SQUARE NUT DETAIL 1'' LOCK NUT
JOB NO.: DRAWING NO.: 0217014 SCALE: AS SHOWN CROSS STRINGER SUSPENDER DETAIL DESIGNED: JZ 10 1 CHECKED: NTS MTC FILENAME: STRUCTURAL.DWG 15 DATE: 12/29/2017 100.00' 300.00' 100.00'
TOWER 1 3" EEIPS 6x36 IWRC MAIN CABLE (TYP.) 10.00' SEGMENT (TYP.) 6"x10" SYP STRINGER TOWER 4
TOWER 2 2"x6" DECKING TOWER 3
PLAN VIEW SCALE 1" = 20'
100.00' 300.00' 100.00'
PROP. TOWER 2 PROP. TOWER 3
TD: 149.72 BM: 148.55 PROP. TOWER 1 PROP. TOWER 4 1.34% 1.34% TD: 148.05 TD: 148.05 TYPICAL PANEL SECTION PROP. DECKING BM: 146.88 BM: 146.88
10.00' TD: 146.37 TD: 146.37 BM: 145.20 BOTTOM MEMBER 5.35' BM: 145.20 140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 PH. 908-238-0544 FAX. 908-238-9572 A PROFESSIONAL ASSOCIATION
1.0' 1.0' EL: 143.20
FHA DESIGN FLOOD ELEVATION
CONCRETE COLUMN TO EXTEND ABOVE FHA DESIGN 2 PER DEP COMMENTS DPA 10/12/18 FLOOD ELEVATION (TYP.) 1 PER DEP COMMENTS DPA 8/17/18 EL: 140.00 EL: 140.00 NO. BY DATE
TOP OF BANK
TOP OF BANK 10/12/18 EG: 137.00 DATE MATTHEW T. CONNORS WATER SURFACE PROFESSIONAL ENGINEER N.J.P.E N0. 24GE047687 CONCRETE FOOTING CONCRETE FOOTING (SEE DETAIL) EG: 135.00 (SEE DETAIL) PROJECT: MERCER COUNTY PARK COMMISSION STONY BROOK PEDESTRIAN STONY BROOK BRIDGE AND TRAIL EXTENSION HOPEWELL TOWNSHIP CONCRETE FOOTING (SEE DETAIL) EL: 131.50 CONCRETE FOOTING (SEE DETAIL) MERCER COUNTY NEW JERSEY TITLE:
APPROXIMATE BED ROCK (TYP.) BRIDGE PLAN & PROFILE
JOB NO.: DRAWING NO.: 0217014 SCALE: AS SHOWN DESIGNED: JZ 11 CHECKED: MTC FILENAME: BRIDGE ELEVATION STRUCTURAL.DWG 15 NTS DATE: 12/29/201712/29/2017 CABLE SADDLE PER MANUFACTURE'S 96'' REQUIREMENTS, CABLE LOADING AND GENERAL CONDITIONS
3'' x 10'' x 16'
DOUBLE 3'' x 10'' FOR TOP CROSS PIECE 3'' x 10'' CABLE SADDLE 96'' SHALL MEET MANUFACTURER 3'' x 10'' REQUIREMENTS, CABLE LOADING AND GENERAL CONDITIONS
14'-3" 3'' x 10'' x 14'
THRU-BOLT (TYP)
2° 3'' x 10'' x 14'
POLES ARE 60' CLASS H1 WALKWAY SOUTHERN YELLOW PINE SEE DETAIL 3'' x 10'' TOP CIRCUM = 38'' (MINIMUM) MIN. CIRCUM @ GRADE = 51'' 9'-6'' HEAD ROOM POLES MEET SPECIFICATIONS OF A.N.S.I 05.1 2° 3'' x 10'' JOSLYN POLE BAND 14'-3" 3'' x 10'' x 12'
TIMBER CROSS MEMBERS ARE SINGLE CURVE SPIKE GRID #2 S.Y.P @ CCA.40 3 WITH 4'' BOLT AND WASHER MEETING A.W.P.A C1 AND 2' MIN 31'-5" FHA DESIGNED FLOOD ELEV. 143.20 B.O.C.A 1702.6 3'' x 10'' x 14' 60'-0''
POLE FOOTING CONNECTION POLES ARE 60' CLASS H1 (SEE DETAIL) 12'-9" 11'-0'' WALKWAY SOUTHERN YELLOW PINE SEE DETAIL TOP CIRCUM = 38'' (MINIMUM) MIN. CIRCUM @ GRADE = 51'' 9'-6'' HEAD ROOM POLES MEET SPECIFICATIONS OF A.N.S.I 05.1 9'-6'' C.L BOLT (TYP) 7' COVER 3'' x 10'' x 12'
TIMBER CROSS MEMBERS ARE #2 S.Y.P @ CCA.40 BEDROCK MEETING A.W.P.A C1 AND 2' MIN. B.O.C.A 1702.6 140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 FHA DESIGNED FLOOD ELEV. 143.20 16'' PH. 908-238-0544 FAX. 908-238-9572 120" A PROFESSIONAL ASSOCIATION TOWER 1 & 4 DETAIL 2 NTS
POLE FOOTING CONNECTION (SEE DETAIL) 13'-6"
2 PER DEP COMMENTS DPA 10/12/18 1 PER DEP COMMENTS DPA 8/17/18 9'-6'' 7' COVER NO. BY DATE
BEDROCK
16'' 144" 10/12/18 DATE MATTHEW T. CONNORS PROFESSIONAL ENGINEER N.J.P.E N0. 24GE047687
TOWER 2 & 3 DETAIL PROJECT: 1 NTS MERCER COUNTY PARK COMMISSION STONY BROOK PEDESTRIAN BRIDGE AND TRAIL EXTENSION HOPEWELL TOWNSHIP
MERCER COUNTY NEW JERSEY TITLE:
TOWER DETAILS
JOB NO.: DRAWING NO.: 0217014 SCALE: AS SHOWN DESIGNED: JZ 12 CHECKED: MTC FILENAME: S3-DETAILS.DWG 15 DATE: 12/29/2017 42.5''
3 3 13 4'' 13 4'' 2'' x 6'' 2'' x 6'' DOUBLE SPACED 4'-0'' CIRCULAR WASHER ON BOTTOM,
JOINT (SEE DETAIL) STANDARD 1'' SQUARE NUT TOP 1 42 2'' BOTTOM, WITH ADDITIONAL SQUARE WASHER TOP AND 1
AND BOTTOM. SEE DETAIL 42 2'' 3'' x 5.5'' 2'' x 8'' RAIL TOP 4 1 '' HOT DIP GALV.
2'' x 8'' INTERIOR CHORD 2'' x 10'' OUTER CHORD
4
4 '' 13
'' 13
4 3 '' 9 3
1 4'' x 4'' x 4''
2 2 2 '' 5
'' 5 '' 5
1 1 1
2
'' 1
5'-0'' O.C 9'' 1 3 1 WALKWAY TRUSS SEGMENT DETAIL WALKWAY CROSS SECTION DETAIL
2' 32'' 57.2
O.D 62
3 4 '' 6'' x 10'' 3'' DECK SCREWS 2'' x 6'' DECKING CONNECTION DETAIL SEE SUSPENDER 6'' x 10'' STRINGER 2 PER JOIST 2'' x 4'' SANDWICH BLOCKING 5'-0'' O.C 80'' O.D I.D 68'' 12'-0'' 96'' DECKING (TYP) 2'' x 6''
4'' x 4'' 10'-0''
4'' x 6'' 4'' x 4'' x 4'' MACHINE BOLTS CHORDS ARE ALL BOLTS IN TRUSS NTS NTS 2'' x 6'' 8 3 '' x 8'' 2 1 '' GALV. 6 x 36 EEIPS IWRC WIRE ROPE DOUBLE SPACE 2'' x 4'' 2'' x 10'' 2 1 '' x 10'' LAG SCREW 2'' x 8'' RAIL TOP 2'' x 6'' DOUBLE SPACED PER JOIST, STRINGER 2'' x 8'' FLOOR DOUBLE JOIST , 14 WITH TWO H-1 HURRICANE TIES MACHINE BOLT 8 3 '' x 10'' HOT DIP GALV. 3 4 '' O.C 2 1 '' x 10'' LAG SCREW (TYP) 2'' x 4'' SANDWICH (TYP) INTERIOR 2'' x 6'' CHORD 2 1 " EYE BULT EXTERIOR 2'' x 10'' CHORD 2'' x 6'' DECKING (TYP) (2) INTERIOR 2'' x 8'' CHORD 2" x 10" BLOCKING 2" x 8" BLOCKING
CHORD MEMBER 10'' BARK SIDE UP (TYP) OUTER 2'' x 10'' 2'' x 8'' DECKING #9 GALV. WIRE 5
6" x 10" STRINGER 2'' x 8'' JOIST 8'' x 2'' 2 2" x 8" INTER CHORD HORIZONTAL SWAY BRACING DETAIL 4 LOWER CHORD JOINT DETAIL 5.3''
WALKWAY EDGE DETAIL 0.8° 2" x 10" OUTER CHORD 5.3'' 10' - 0" SEGMENT
GALVANIZED HINGE
PLAN PROFILE 5.3'' 31
2'' x 10'' PLATFORM JOIST 2 1 ''
5.3'' 2'-0'' 5.3'' 4" x 6" SIDERAIL POST 2 1 '' x 12'' MACHINE BOLTS 5.3'' 1 3 4 " x 24" TURNBUCKLE 2 1 " DIAMOND PLATE NTS NTS NTS
1.75''
1.75''
1.75''
5.25''
9.25'' CROSS SECTION CROSS DATE: FILENAME: CHECKED: DESIGNED: SCALE: JOB NO.: TITLE: PROJECT: 140 WEST MAIN STREET NO. 1 2 10/12/18 MERCER COUNTY MERCER COUNTY PARK COMMISSION DATE STRUCTURAL DETAILS BRIDGE AND TRAIL EXTENSION STONY BROOK PEDESTRIAN PER DEP COMMENTS PER DEP COMMENTS PH. 908-238-0544 S4-DETAILS.DWG HOPEWELL TOWNSHIP AS SHOWN 12/29/2017 12/29/2017 0217014 A PROFESSIONAL ASSOCIATION MTC
JZ WALKWAY PROFESSIONAL ENGINEER FAX. 908-238-9572 MATTHEW T. CONNORS N.J.P.E N0. 24GE047687 NEW JERSEY DRAWING NO.: 13 HIGH BRIDGE, NJ 08829 DPA DPA BY 15 10/12/18 8/17/18 DATE #6 REBAR 10-90° DOWEL BAR @ 8" O.C ℄ ℄ EACH LEG 17' LONG, CONNECTED TO POLE VIA UNIVERSAL POLE BAND #6 REBAR 10-90° DOWEL BAR @ 8" O.C #18 REBAR THRU POLE 3'' 6 x 36 GALV. IWRC EEIP WIRE ROPE #11 REBAR #7 REBAR 16" Ø H1 SOUTHERN @ 12" O.C @ 12" O.C 3'' OPEN SPELTER SOCKET NOTE:
YELLOW PINE POLE 4' TO SADDLE 1. ALL HARDWARE WIRE CONNECTIONS SHALL #3 REBAR HAVE A MINIMUM CAPACITY GREATER THAN 2'' 200 KIPS. @ 12" O.C 2'' 8' B 1 2. ROCK SOCKET SHALL HAVE A MIN. WORKING 3 2 '' x 12'' TURNBUCKLE 2.69'' 10.5'' LOAD OF 200 KIPS 8' 4' 12' 4' 1.75''
4' POLE TO BE EMBEDDED 6" 4.62'' INTO BEDROCK CHANCE CHAIN SHACKLE 80'' OPEN1.62'' 2.5'' CONCRETE COLUMN SECTION A 60'' CLOSED
20' 5 6 8'' 1.81''
A 3.3' O.D PLAN VIEW 3.25' 1 CHANCE 3 2 '' SQUARE SHAFT TAPERED TO DRAIN EXTENSIONS 7'- 9' CLAY
NOTES: BEDROCK 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS. VARIES CEMENT GROUT 2. ALL CONCRETE AND FORM WORK SHALL CONFORM TO CURRENT ACI CODE REQUIREMENTS. 24.5°
3. REINFORCING BARS TO BE GRADE 60 - ASTM A615 30' MIN INSTALLED DEPTH 4. BACKFILL AND BEARING SOILS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY. 12"
5. AN ONSITE GEOTECHNICAL ENGINEER SHALL OVERSEE AND VERIFY THAT A JOSLYN UNIVERSAL BAND MINIMUM BEARING CAPACITY OF 6,000 PSF IS ACHIEVED. EXTEND TO FLOOD 12'' (UCB-16-2E) WITH EYELINKS 10.25' HAZARD DESIGN 4' MIN (PEL-30) 6. GROUNDWATER WAS NOT OBSERVED DURING THE FIELD INVESTIGATION FLOOD ELEVATION AND WAS NOT USED IN FOOTING DESIGN CALCULATIONS. IF ENCOUNTERED (PER PLAN) DESIGN MUST BE REVIEWED AND VERIFIED BY THE PROFESSIONAL 4,000 PSI #6 REBAR GEOTECHNICAL ENGINEER OF RECORD. CONCRETE 10-90° DOWEL BAR @ 8" O.C 5'-0'' EACH LEG 17' LONG, CONNECTED TO 7. CONTRACTOR IS RESPONSIBLE TO FOLLOW OSHA 1926.651 "SPECIFIC POLE VIA UNIVERSAL POLE BAND EXCAVATION REQUIREMENTS". ALL SIDE SLOPES AND EXCAVATION PROTECTION SHOULD MEET THIS STANDARD REQUIREMENT. 140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 PH. 908-238-0544 FAX. 908-238-9572 8. CONTRACTOR IS TO FOLLOW ALL MANUFACTURER SPECIFICATIONS DURING #7 REBAR A PROFESSIONAL ASSOCIATION INSTALLATION. @ 12" O.C #11 REBAR 9. FOUNDATION SHALL BE INSTALLED ON BEDROCK. @ 12" O.C 4" PRIMARY ANCHORAGE DETAIL #3 REBAR 2 NTS @ 12" O.C
3" 24" MIN #18 REBAR BEDROCK 2 PER DEP COMMENTS DPA 10/12/18 THRU POLES 14" 14" 1 PER DEP COMMENTS DPA 8/17/18 20' NO. BY DATE PORTION OF POLE ENCASED IN CONC., POLE TO BE EMBEDDED 6" OR BELOW GRADE TO RECEIVE COAT INTO BEDROCK OF FIB. BITUMINOUS WATER PROOFING. SECTION B 10/12/18 DATE MATTHEW T. CONNORS PROFESSIONAL ENGINEER N.J.P.E N0. 24GE047687 TOWER 2 & 3 FOOTING DETAIL PROJECT: 1 NTS MERCER COUNTY PARK COMMISSION STONY BROOK PEDESTRIAN BRIDGE AND TRAIL EXTENSION HOPEWELL TOWNSHIP
MERCER COUNTY NEW JERSEY TITLE:
FOUNDATION DETAILS
JOB NO.: DRAWING NO.: 0217014 SCALE: AS SHOWN DESIGNED: JZ 14 CHECKED: MTC FILENAME: S5-DETAILS.DWG 15 DATE: 12/29/2017 #6 REBAR 10-90° DOWEL BAR @ 8" O.C ℄ ℄ EACH LEG 17' LONG, CONNECTED TO POLE VIA UNIVERSAL POLE BAND #6 REBAR 10-90° DOWEL BAR @ 8" O.C #18 REBAR THRU POLE #11 REBAR #7 REBAR 16" Ø H1 SOUTHERN @ 12" O.C @ 12" O.C
YELLOW PINE POLE 4'
#3 REBAR @ 12" O.C
8' B
8' 4' 10' 4'
4' POLE TO BE EMBEDDED 6" INTO BEDROCK CONCRETE COLUMN SECTION A
18'
A 3.3' O.D PLAN VIEW
TAPERED TO DRAIN
NOTES:
1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS.
2. ALL CONCRETE AND FORM WORK SHALL CONFORM TO CURRENT ACI CODE REQUIREMENTS.
3. REINFORCING BARS TO BE GRADE 60 - ASTM A615
4. BACKFILL AND BEARING SOILS SHALL BE COMPACTED TO 95% MODIFIED PROCTOR DENSITY.
5. AN ONSITE GEOTECHNICAL ENGINEER SHALL OVERSEE AND VERIFY THAT A JOSLYN UNIVERSAL BAND MINIMUM BEARING CAPACITY OF 6,000 PSF IS ACHIEVED. EXTEND TO FLOOD 12'' (UCB-16-2E) WITH EYELINKS HAZARD DESIGN 4' MIN (PEL-30) 6. GROUNDWATER WAS NOT OBSERVED DURING THE FIELD INVESTIGATION FLOOD ELEVATION AND WAS NOT USED IN FOOTING DESIGN CALCULATIONS. IF ENCOUNTERED (PER PLAN) DESIGN MUST BE REVIEWED AND VERIFIED BY THE PROFESSIONAL 4,000 PSI #6 REBAR GEOTECHNICAL ENGINEER OF RECORD. CONCRETE 10-90° DOWEL BAR @ 8" O.C EACH LEG 17' LONG, CONNECTED TO 7. CONTRACTOR IS RESPONSIBLE TO FOLLOW OSHA 1926.651 "SPECIFIC POLE VIA UNIVERSAL POLE BAND EXCAVATION REQUIREMENTS". ALL SIDE SLOPES AND EXCAVATION PROTECTION SHOULD MEET THIS STANDARD REQUIREMENT. 140 WEST MAIN STREET HIGH BRIDGE, NJ 08829 PH. 908-238-0544 FAX. 908-238-9572 8. CONTRACTOR IS TO FOLLOW ALL MANUFACTURER SPECIFICATIONS DURING #7 REBAR A PROFESSIONAL ASSOCIATION INSTALLATION. @ 12" O.C #11 REBAR 9. FOUNDATION SHALL BE INSTALLED ON BEDROCK. @ 12" O.C 4"
#3 REBAR @ 12" O.C
3" 24" MIN #18 REBAR BEDROCK 2 PER DEP COMMENTS DPA 10/12/18 THRU POLES 14" 14" 1 PER DEP COMMENTS DPA 8/17/18 18' NO. BY DATE PORTION OF POLE ENCASED IN CONC., POLE TO BE EMBEDDED 6" OR BELOW GRADE TO RECEIVE COAT INTO BEDROCK OF FIB. BITUMINOUS WATER PROOFING. SECTION B
10/12/18 DATE MATTHEW T. CONNORS PROFESSIONAL ENGINEER TOWER 1 & 4 FOOTING DETAIL N.J.P.E N0. 24GE047687 1 NTS PROJECT: MERCER COUNTY PARK COMMISSION STONY BROOK PEDESTRIAN BRIDGE AND TRAIL EXTENSION HOPEWELL TOWNSHIP
MERCER COUNTY NEW JERSEY TITLE:
FOUNDATION DETAILS
JOB NO.: DRAWING NO.: 0217014 SCALE: AS SHOWN DESIGNED: JZ 15 CHECKED: MTC FILENAME: S6-DETAILS.DWG 15 DATE: 12/29/2017