B08_Attach_9_DEWA_North_OMR_Project_Plans_100__2024-12-20_0001.pdf

LEGEND

V.C.

HQ.

(I!)

02)

PARK BOUNDARY

STATE LINE

COUNTY LINE

PAVED ROAD

APPALACHIAN TRAIL

CREEK OR RIVER

VISITOR CENTER

PARK HEADQUARTERS

RANGER STATION

TELEPHONE

BOAT LAUNCH

PARKING

PICNIC AREA

CAMPGROUND

MARS HALLS

CREEK

COLUMBIA

H ID DEN LAKE ._-._-.• _.._._ -:-:. -:-:. -:-:. ·.\ .•• ·

DELAWARE

BOt---~

TO

NEW YORK CITY

BASIC DATA: DSC DWG. DEWA/80,O24; MINI FOLDER 1989; REVISED & REDRAWN 8/94. UPDATED 11/98. SGS.

DINGMANS

. FALLS v.c~~--

(5)

WALLPACK

CENTER

OLD MINE ROAD (RT15)

END MILE POST 33.6

OLD MINE ROAD (RT15)

• BEGIN MILE POST 30.2

HAINESVILLE

OLD MINE ROAD (RT15)

END MILE POST 26.7

OLD MINE ROAD (RT15)

BEGIN MILE POST 26.4

WATER GAP NATIONAL RECREATION AREA

Mark Sheet REVISION Date Initial QUALITY DESIGN CERTIFICATION

□ Prepared in Accordance with Preliminary l----+---+-----------+--+-----1 Design (ntle I)

OR Drawing No.

□ Variance from Preliminary Design (ntle I)

Approved by Superintendent on __ _ OR Date l'v'I Construction Drawing Not Preceded t----+---+-----------+---+-----t ~ by Preliminary Design (Trtie I)

1----+--+----------+--1-----1 STEVE TORGERSON

Project Manager Date

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

DELAWARE WATER

GAP NATIONAL

RECREATION AREA,---

-0 ., .

MATAMORAS \i iJt tw:KEIISIJ..N l

NEW JERSEY &

PENNSYLVANIA

5 0 5

SCALE OF MILES

100% SUBMITTAL

December 20, 2024

I

SCALE OF MILES

0 1

I I I 0 1 2

SCALE OF !(ILOMETERS

TITLE OF DRAWING

COVER SHEET

LOCATION WITHIN PARK

I

I

OLD MINE ROAD (RT. 10)

NAME OF PARK

DELAWARE WATER GAP N.R.A.

REGION

NORTHEAST

COUNTY

SUSSEX

STATE

NJ

DRAWING NO.

139340

PMIS/PKG NO.

SHEET

OF

2 104

1l a a u

SHEET

SHEET INDEX

SUBSET TITLE OF SHEET

COVER SHEET

C1 .1 PLAN SHEET INDEX

C1 .2 GENERAL NOTES & ABBREVIATIONS

C2.0

C2.1

C2.2

C2.3

C2.4

C2.5

C3.0

C3.1

C3.2

C4.0

C4.1

C4.2

C4.3

C4.4

C4.5

C4.6

C5.1

C5.2

C5.3

C5.4

C5.5

C5.6

C5.7

C5.8

C5.9

C5.10

C5.11

C5.12

C6.2.1

C6.2.2

C6.3.1

C6.3.2

C6.3.3

C6.3.4

C6.3.5

C6.3.6

C6.3.7

C6.3.8

C6.3.9

C6.3.10

C6.3.11

C6.3.12

C6.3.13

C6.3.14

C6.3.15

C6.3.16

C7.2.1

C7.3.1

C7.3.2

C7.3.3

C8.2.1

PROJECT LOCATION MAP

PROJECT LOCATION MAP

ALIGNMENT DATA SHEET AND TABLE

ALIGNMENT DATA SHEET

ALIGNMENT DATA SHEET

ALIGNMENT DATA TABLE

lYPICAL SECTIONS lYPICAL SECTIONS lYPICAL SECTIONS

MOT DETAILS

MOT DETAILS

MOT DETAILS

MOT DETAILS

MOT DETAILS

MOT DETAILS

MOT DETAILS

STONE HEADWALL DETAIL

PIPE DETAIL

UNDERDRAIN DETAILS

PAVEMENT DETAILS

APRON DETAILS

STEEL BACK TIMBER GUARDRAIL DETAILS

STEEL BACK TIMBER GUARDRAIL DETAILS

SIGNING AND STRIPING DETAILS

TRAFFIC COUNTER DETAIL

PARKING AREA DETAIL

SIGNING AND STRIPING DETAILS

GATE DETAILS

GRADING AND DRAINAGE STA. 260+00 TO STA. 270+00

GRADING AND DRAINAGE STA. 270+00 TO STA. 277+65

GRADING AND DRAINAGE STA. 290+00 TO STA. 301 +00

GRADING AND DRAINAGE STA. 301 +00 TO STA. 312+00

GRADING AND DRAINAGE STA. 312+00 TO STA. 323+00

GRADING AND DRAINAGE STA. 323+00 TO STA. 334+00

GRADING AND DRAINAGE STA. 334+00 TO STA. 345+00

GRADING AND DRAINAGE STA. 345+00 TO STA. 356+00

GRADING AND DRAINAGE STA. 356+00 TO STA. 367+00

GRADING AND DRAINAGE STA. 367+00 TO STA. 378+00

GRADING AND DRAINAGE STA. 378+00 TO STA. 389+00

GRADING AND DRAINAGE STA. 389+00 TO STA. 400+00

GRADING AND DRAINAGE STA. 400+00 TO STA. 411 +00

GRADING AND DRAINAGE STA. 411 +00 TO STA. 422+00

GRADING AND DRAINAGE STA. 422+00 TO STA. 433+00

GRADING AND DRAINAGE STA. 433+00 TO STA. 444+00

GRADING AND DRAINAGE STA. 444+00 TO STA. 455+00

GRADING AND DRAINAGE STA. 455+00 TO STA. 466+38.27

CROSS DRAIN PROFILES STA. 260+77 TO 275+61

CROSS DRAIN PROFILES STA 308+39 TO 357+13

CROSS DRAIN PROFILES STA. 419+50 TO 443+61

CROSS DRAIN PROFILES STA. 419+50 TO 443+61

PLAN AND PROFILE STA. 260+00 TO STA. 266+00

SHEET

105-109

110-153

SUBSET

C8.2.2

C8.2.3

C8.3.1

C8.3.2

C8.3.3

C8.3.4

C8.3.5

C8.3.6

C8.3.7

C8.3.8

C8.3.9

C8.3.10

C8.3.11

C8.3.12

C8.3.13

C8.3.14

C8.3.15

C8.3.16

C8.3.17

C8.3.18

C8.3.19

C8.3.20

C8.3.21

C8.3.22

C8.3.23

C8.3.24

C8.3.25

C8.3.26

C8.3.27

C8.3.28

C8.3.29

C8.3.30

C9.2.1

C9.2.2

C9.3.1

C9.3.2

C9.3.3

C9.3.4

C9.3.5

C9.3.6

C9.3.7

C9.3.8

C9.3.9

C9.3.10

C9.3.11

C9.3.12

C9.3.13

C9.3.14

C9.3.15

C9.3.16

C10.2.1-C10.2.5

C10.3.1-C10.3.44

TITLE OF SHEET

PLAN AND PROFILE STA. 266+00 TO STA. 272+00

PLAN AND PROFILE STA. 272+00 TO STA. 277+65

PLAN AND PROFILE STA. 290+00 TO STA. 295+50

PLAN AND PROFILE STA. 295+50 TO STA. 301 +50

PLAN AND PROFILE STA. 301 +50 TO STA. 307+50

PLAN AND PROFILE STA. 307+50 TO STA. 313+50

PLAN AND PROFILE STA. 313+50 TO STA. 319+50

PLAN AND PROFILE STA. 319+50 TO STA. 325+50

PLAN AND PROFILE STA. 325+50 TO STA. 331 +50

PLAN AND PROFILE STA. 331 +50 TO STA 337+50

PLAN AND PROFILE STA. 337+50 TP STA. 343+50

PLAN AND PROFILE STA. 343+50 TO STA. 349+50

PLAN AND PROFILE STA. 349+50 TO STA. 355+50

PLAN AND PROFILE STA. 355+50 TO STA. 361 +00

PLAN AND PROFILE STA. 361 +00 TO STA. 367+00

PLAN AND PROFILE STA. 367+00 TO STA. 373+00

PLAN AND PROFILE STA. 373+00 TO STA. 378+ 75

PLAN AND PROFILE STA. 378+ 75 TO STA. 384+50

PLAN AND PROFILE STA. 384+50 TO STA. 390+25

PLAN AND PROFILE STA. 390+25 TO STA. 396+00

PLAN AND PROFILE STA. 396+00 TO STA. 402+00

PLAN AND PROFILE STA. 402+00 TO STA. 408+00

PLAN AND PROFILE STA. 408+00 TO STA. 414+00

PLAN AND PROFILE STA. 414+00 TO STA. 420+00

PLAN AND PROFILE STA. 420+00 TO STA. 426+00

PLAN AND PROFILE STA. 426+00 TO STA. 432+00

PLAN AND PROFILE STA. 433+50 TO STA. 439+25

PLAN AND PROFILE STA. 438+00 TO STA. 444+00

PLAN AND PROFILE STA. 444+00 TO STA. 450+00

PLAN AND PROFILE STA. 450+00 TO STA. 456+00

PLAN AND PROFILE STA. 456+00 TO STA. 462+00

PLAN AND PROFILE STA. 462+00 TO STA. 466+38.27

SIGNING AND STRIPING STA. 260+00 TO STA. 272+20

SIGNING AND STRIPING STA. 272+20 TO STA. 277+65

SIGNING AND STRIPING STA. 290+00 TO STA. 301 +00

SIGNING AND STRIPING STA. 301 +00 TO STA. 312+00

SIGNING AND STRIPING STA. 312+00 TO STA. 323+00

SIGNING AND STRIPING STA. 323+00 TO STA. 334+00

SIGNING AND STRIPING STA. 334+00 TO STA. 345+00

SIGNING AND STRIPING STA. 345+00 TO STA. 356+00

SIGNING AND STRIPING STA. 356+00 TO STA. 367+00

SIGNING AND STRIPING STA. 367+00 TO STA. 378+00

SIGNING AND STRIPING STA. 378+00 TO STA. 389+00

SIGNING AND STRIPING STA. 389+00 TO STA. 400+00

SIGNING AND STRIPING STA. 400+00 TO STA. 411 +00

SIGNING AND STRIPING STA. 411 +00 TO STA. 422+00

SIGNING AND STRIPING STA. 422+00 TO STA. 433+00

SIGNING AND STRIPING STA. 433+00 TO STA. 444+00

SIGNING AND STRIPING STA. 444+00 TO STA. 455+00

SIGNING AND STRIPING STA. 455+00 TO STA. 466+38.27

OLD MINE ROAD SEGMENT 2 CROSS SECTIONS

OLD MINE ROAD SEGMENT 3 CROSS SECTIONS

DESIGNED:

HDR ENGINEERING, INC.

1----------------------------tAF/SC CERTIFICATE OF AUTHORIZATION NO. 24GA28010700 ~@r;:::::~•:;:l•:;-• --"1 1----------------------------1

SC

1----------------------------iTECH. REVIEW:

DANIEL J. HORNER MF

~ DATE:

SUB SHEET NO.

C 1.1

~ DRAWING SET #

1 SEGMENT #

r DRAWING #

C6.2.5

TITLE OF SHEET

PAVEMENT IMPROVEMENTS

OLD MINE ROAD

PLAN SHEET INDEX

DRAWING NO.

139340

PMIS/PKG NO.

251562

~L_ ___________________________________________________ .....1....:....:.NE:..:W..:......:J.=E.:....:.RS:..:EY::..:......:....:PR:....:..O:..:.F..:E:..:.S:..:Sl..:.O:....::NA...::L:.....=E.:....:.NG:..:l.:....:.N:..:EE::.R.:........:L:..:IC.=EN:....:..S:..:E~N:..:.O.:... • ..:2:....:..4:..:GE:..:0:....:4:..:.5..:...78:..:8:..:0:..:0.L.:..1 .:...1 _1.:..,:7____.::2:.:::3---1. ____ ...L. ___ D:..:E::LA:....:W:....:A...:.:.R..:.::E:........:..:W.:....:.AT.:...:E:.:..R:......:.:GA...::.P___:._N:..:..:.R:....:...A...::. ___ 1==-o--=F ==.I

3 104

1l a a u

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE SCOPE OF WORK WITHIN THE DOCUMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE PROPOSED WORK IN RELATION TO THE EXISTING CONDITIONS AND NOTIFY THE CO IN WRITING IF A DISCREPANCY EXISTS AND THEIR ASSOCIATED COSTS PRIOR TO FINAL AWARD. ALL COSTS SHALL BE INCLUDED IN THE LUMP SUM COST FOR THE WORK AT EACH LOCATION.

2. THE PLANS HAVE BEEN DEVELOPED UTILIZING DIGITAL BASE MAPPING, A/E PROVIDED SURVEY (AT SELECTED LOCATIONS), OR OTHER READILY AVAILABLE MAPPING SUCH AS AERIAL IMAGING. THE UTILIZED BASE MAPPING MAY NOT BE A COMPLETE/ACCURATE REPRESENTATION OF THE EXISTING FIELD CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO BID AND CONFIRMING/IDENTIFYING EXISTING CONDITIONS AND

DIFFICULTIES THAT WILL AFFECT THE WORK TO BE PERFORMED.

3. CONSTRUCTION SCHEDULE, STAGING, SEQUENCING AND SAFETY PLANS MUST BE SUBMITTED BY THE CONTRACTOR FOR REVIEW AND APPROVAL BY THE CO A MINIMUM OF TWO (2) WEEKS PRIOR TO THE PRE-CONSTRUCTION MEETING. SAFETY PLANS MUST INCLUDE MATERIAL SAFETY DATA AND HAZARDOUS MATERIAL PLAN.

4. THE CONTRACTOR SHALL RESTRICT HEAVY TRUCK TRAFFIC USE OF OLD MINE ROAD THROUGH WORTHINGTON

STATE PARK. HEAVY TRUCK TRAFFIC SHOULD BE ROUTED THROUGH BLAIRSTOWN VIA NJ 602.

5. STAGING AREAS SHALL BE LIMITED TO LOCATIONS SHOWN OR APPROVED BY CO. THE CONTRACTOR SHALL NOT CONDUCT ACTIVITIES OUTSIDE THE LIMITS OF THE DEFINED STAGING AREA. STAGING AREAS SHALL BE ON HARD SURFACES ONLY. STAGING AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS IMMEDIATELY UPON VACATING

THE STAGING AREA AND PRIOR TO FINAL COMPLETION.

6. OLD MINE ROAD IS A DESIGNATED BICYCLE ROUTE.

7. ALL SIGNS ARE TO BE PROTECTED BY THE CONTRACTOR UNLESS SHOWN TO BE REMOVED. CONTRACTOR SHALL REPLACE SIGNS DAMAGED OR DISPLACED DURING CONSTRUCTION AT THE CONTRACTOR'S EXPENSE, UNLESS

OTHERWISE NOTED.

8. ALL MATERIALS FOR PAVEMENT MARKINGS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF THE NJDOT CONSTRUCTION SPECIFICATIONS, DIVISION 900 - MATERIALS AND ALL REFERENCED SECTIONS. PAINT SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NJDOT CONSTRUCTION SPECIFICATIONS:

SECTION 912 - PAINTS, COATINGS, TRAFFIC STRIPES, AND TRAFFIC MARKINGS AND ALL REFERENCED SECTIONS.

NORTH OLD MINE ROAD CENTERLINE PAVEMENT MARKINGS SHALL BE EPOXY PAINT. HANDICAP SYMBOLS, STOP BARS, AND OTHER SYMBOLS SHALL BE THERMOPLASTIC PAINT. ALL OTHER LOCATIONS SHALL BE WATERBORNE

PAINT.

9. ALL UTILITY STRUCTURES SHALL BE PROTECTED BY THE CONTRACTOR AND RESET WHEN NECESSARY TO MATCH THE PROPOSED PAVEMENT GRADES. ANY DAMAGE TO THE EXISTING UTILITY STRUCTURES SHALL BE REPAIRED AT

THE CONTRACTOR'S EXPENSE. ALL REPAIR EFFORTS SHALL BE APPROVED BY THE CO.

10. FOR THE TEMPORARY EROSION AND SEDIMENTATION CONTROL, THE CONTRACTOR WITH THE CO AND ENVIRONMENTAL MONITOR, SHALL ADJUST THE LOCATION, QUANTITY AND TYPE OF EROSION AND SEDIMENT CONTROL ITEMS REQUIRED BASED ON THE ACTUAL FIELD CONDITIONS ENCOUNTERED AT THE TIME OF CONSTRUCTION AND THE ACTUAL SCHEDULING AND SEQUENCING OF THE CONSTRUCTION ACTIVITIES.

11. THE CONTRACTOR SHALL INSTALL TREE PROTECTION AND TEMPORARY FENCING TO PROTECT ALL TREES DURING

CONSTRUCTION, UNLESS OTHERWISE NOTED.

12. THE AREAS BEYOND THE PROJECT'S CONSTRUCTION LIMITS ARE TO BE PROTECTED FROM EROSION AND SEDIMENTATION. PERIMETER CONTROL IS TO BE PROVIDED BY WIRE-BACKED (NO TRENCH) SILT FENCE EXCEPT WHERE SPECIFIED BY THE PARK TO EXCLUDE WILDLIFE FROM WORK AREA. SILT FENCE, SILT SOCKS, DIVERSION DIKES, ETC. SHALL BE INSTALLED PRIOR TO ANY GRUBBING OPERATIONS OR OTHER EARTH MOVING ACTIVITIES AS

DIRECTED BY THE CO.

13. AREAS ALONG AND OUTSIDE THE LIMITS OF PROPOSED WORK ARE TO BE PROTECTED AND MAINTAINED IN THEIR ORIGINAL CONDITION. NO ACTIVITY IS ALLOWED OUTSIDE THE LIMITS OF WORK WITHOUT WRITTEN APPROVAL BY THE CO. ANY DAMAGE OUTSIDE OF THE LIMITS SHALL BE REPAIRED AND THE AREA RESTORED TO ITS PREVIOUS CONDITION AT THE CONTRACTOR'S EXPENSE. ALL REPAIR EFFORTS SHALL BE APPROVED BY THE CO.

14. ALL CONSTRUCTION VEHICLES AND EQUIPMENT ARE TO BE POWER WASHED PRIOR TO ENTRANCE TO PARK TO REMOVE SOIL AND SEEDS. POWER WASHING SHALL INCLUDE BUT NOT BE LIMITED TO UNDERCARRIAGE, TIRES, AND WHEEL WELLS, AS WELL AS THE EXTERIOR OF THE VEHICLE. VEHICLE CLEANLINESS WILL BE INSPECTED BY

CO ON-SITE PRIOR TO THE VEHICLE BEING USED.

15. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES DURING CONSTRUCTION ACTIVITIES. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE AND TO

THE SATISFACTION OF THE CO.

16. ALL AREAS DISTURBED DURING OPERATIONS SHALL BE RE-VEGETATED. REFER TO SPECIFICATIONS FOR TOPSOIL

AND SEEDING.

17.PRIOR TO COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO RETURN AND REMOVE TEMPORARY EROSION CONTROL MEASURES IN COMPLIANCE WITH THE NEW JERSEY EROSION AND SEDIMENT CONTROL PERMIT.

18. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING ALL CULVERTS PRIOR TO THE COMPLETION OF THE PROJECT.

THIS WORK INCLUDES REMOVING ALL SEDIMENT OUT OF THE EXISTING AND PROPOSED CULVERTS AND PROPERLY DISPOSING OF THE WASTE MATERIAL IN AN ENVIRONMENTALLY SENSITIVE MANNER. IF ANY AREAS ARE DISTURBED DURING THE CLEANING OF CULVERTS THE CONTRACTOR SHALL RESEED THOSE AREAS AS DIRECTED BY THE CO.

THE PARK WILL PROVIDE MORE INFORMATION REGARDING SCHEDULING.

19. HEADWALL LOCATIONS WHERE WORK IS ANTICIPATED HAVE BEEN IDENTIFIED IN THE PLANS AS "ADD NEW STONE HEADWALL" OR "REPAIR STONE HEADWALL". NO WORK IS ANTICIPATED AT HEADWALL LOCATIONS NOT IDENTIFIED WITH THESE LABELS. HEADWALLS AT THE LOCATIONS WHERE NO WORK IS ANTICIPATED SHALL BE PRESERVED AND

PROTECTED IN PLACE.

20.PRIOR TO THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL VERIFY THE HEIGHT DIMENSIONS OF EXISTING GUARDRAIL TO ENSURE COMPLIANCE WITH GOVERNING STANDARDS. IF LOCATIONS ARE FOUND TO BE OUT OF COMPLIANCE, THE CONTRACTOR SHALL WORK WITH CO TO REPLACE GUARDRAIL IN THOSE LOCATIONS.

21.REMOVE, HANDLE, AND DISPOSE OF ALL EXCESS MATERIALS AND DEBRIS AT THE CONTRACTOR'S EXPENSE

INCLUDING EXCAVATED MATERIALS, ETC.

22.ALL UNUSEABLE MATERIALS AND UNSUITABLE SOILS AND DEBRIS SHALL BE REMOVED FROM THE SITE BY THE

CONTRACTOR IN A LEGAL MANNER.

EROSION AND SEDIMENT CONTROL NOTES

THE FOLLOWING REQUIREMENTS ARE FROM SUSSEX COUNTY SOIL CONSERVATION DISTRICT:

1. NATIONAL PARK SERVICE (NPS) CO WILL COORDINATE WITH THE DISTRICT TO BE REPRESENTED AT THE

PRECONSTRUCTION MEETING PRIOR TO ANY LAND DISTURBANCE.

2. ALL SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. WORE OUT, RIPPED, BROKEN OR FALLEN DOWN E&S MUST BE REPAIRED OR REPLACED.

3. EXCAVATED SOIL MATERIAL SHALL NOT BE PLACED ADJACENT TO RIVERS, STREAMS OR BODIES OF WATER IN A MANNER THAT WILL CAUSE IT TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. EXCESS BORROW MATERIAL REMOVED FROM THE CONSTRUCTION SITE SHALL BE STABILIZED AT THE SITE OF

PLACEMENT.

4. ALL DISTURBED AREAS NOT SCHEDULED FOR CONSTRUCTION ACTIVITIES WITHIN 30 DAYS OF DISTURBANCE

SHALL BE TEMPORARILY STABILIZED.

5. CONTROL MEASURES FOR NON-GROWING SEASON STABILIZATION OF EXPOSED AREAS

WHERE ESTABLISHMENT OF VEGETATION IS PLANNED AS THE FINAL CONTROL MEASURE SHALL BE DEFINED

IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP).

6. PERMANENT STABILIZATION (LOCATION AND DETAIL OF ALL PROPOSED NONSTRUCTURAL METHODS OF SOIL STABILIZATION -INCLUDING TYPES AND RATES OF LIME, FERTILIZER, SEED, AND MULCH TO BE APPLIED - REFER TO NPS PROJECT SPECIFICATIONS AND, IF REQUIRED, THE NJ SOIL EROSION AND SEDIMENT

CONTROL STANDARD ENTITLED PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION).

7. ALL WORK TO BE DONE IN ACCORDANCE WITH THE "STANDARDS FOR SOIL EROSION AND SEDIMENT

CONTROL IN NEW JERSEY"

8. A CRUSHED-STONE VEHICLE WHEEL-CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS DRIVE INTERSECTS A PAVED ROADWAY. THE BLANKET WILL BE OF SUFFICIENT SIZE TO REDUCE OFFSITE TRACKING OF SEDIMENT BY CONSTRUCTION TRAFFIC AND WILL BE MAINTAINED IN GOOD ORDER UNTIL ALL DRIVEWAY AREAS ARE STABILIZED. THE BLANKET SHALL BE COMPOSED OF ASTM C-33, SIZE NO.

2 OR 3, NOT LESS THAN 6 DEEP AND NOT LESS THAN THE FULL WIDTH OF THE POINTS OF

INGRESS OR EGRESS.

9. MULCHING SHALL BE DONE AT THE RATE OF 3,500 LBS/ACRE BUT NOT MORE THAN 3" DEEP PER NPS

SPECIFICATIONS.

10. ALL REVISIONS, AFTER DISTRICT CERTIFICATION HAS BEEN GRANTED, SHALL BE FORWARDED TO THE SUSSEX COUNTY SOIL CONSERVATION DISTRICT FOR REVIEW. A LETTER OF EXPLANATION SHALL ACCOMPANY ALL

REVISIONS.

11. COORDINATE WITH NPS CO TO NOTIFY THE SUSSEX COUNTY SCD AT LEAST 48 HOURS IN ADVANCE OF ANY

LAND DISTURBING ACTIVITY.

12. ALL TOPSOIL STRIPPED AND STOCKPILED FOR USE IN FINAL GRADING SHALL RECEIVE TEMPORARY SEEDING.

13. TOTAL AREA OF NEW DISTURBANCE = 0.9 ACRES.

14. DURING LAND DISTURBANCE ACTIVITIES OR CONSTRUCTION, ANY ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY TO PREVENT EROSION OR TO CONTROL SEDIMENTATION BEYOND THOSE SHOWN ON THE

APPROVED PLANS SHALL BE INSTALLED AS DIRECTED BY THE NPS CO.

15. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE CERTIFIED PLAN AT THE CONSTRUCTION SITE.

16. TO THE MAXIMUM EXTENT PRACTICAL, ALL VEGETATED AREA NOT NEEDED FOR CONSTRUCTION SHALL BE

LEFT UNDISTURBED FOR AS LONG AS POSSIBLE.

17. FINAL STABILIZATION OF ALL LAND DISTURBANCES ASSOCIATED WITH UNDERGROUND UTILITIES, IRRESPECTIVE

OF PHASING, IS THE ULTIMATE RESPONSIBILITY OF THE OWNER.

18. DUST IS TO BE CONTROLLED WITH WATER OR OTHER METHOD APPROVED BY THE NPS CO AND SOIL

CONSERVATION DISTRICT.

HDR ENGINEERING, INC.

DESIGNED:

AF/SC

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700 ®m•l•I

SC

TECH. REVIEW:

SUB SHEET NO.

8 DANIEL J. HORNER MF Cl .2

0 DATE:

ABBREVIATIONS

@ AT

ABA ARCHITECTURAL BARRIERS ACT

ABC AGGREGATE BASE COURSE

APPROX. APPROXIMATELY

CL CENTERLINE

CO CONTRACTING OFFICER

CONST. CONSTRUCTION

DIA. DIAMETER

EA. EACH

EL-ELEV. ELEVATION

EOP EDGE OF PAVEMENT

FL FLOWLINE

FT. FEET

FDR FULL DEPTH RECLAMATION

HMA HOT MILL ASPHALT

HT. HEIGHT

LT LEFT

MAX. MAXIMUM

MPH. MILE PER HOUR

MIN. MINIMUM

MISC. MISCELLANEOUS

NA NOT APPLICABLE

N NORTH

N.T.S. NOT TO SCALE

OH OVERHEAD ELECTRIC

RE/REF REFERENCE

RELOC. RELOCATE/ RELOCATED

REQ'D. REQUIRED

RT RIGHT

SF SQUARE FEET

SPEC. SPECIFICATIONS

TELE TELECOMMUNICATIONS

TOPO TOPOGRAPHY

TYP. TYPICAL

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

VMS VARIABLE MESSAGE SIGN

VTC VEHICLE TRACKING CONTROL

TITLE OF SHEET

PAVEMENT IMPROVEMENTS

OLD MINE ROAD

GENERAL NOTES & ABBREVIATIONS

DRAWING NO.

139340

PMIS/PKG NO.

251562

~ NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 NL_ ___________________________________________________ .....1....:..:.=.:....:~::.::.:.....:..;~-=.::.:.:..:.:..::..::::....=:..:..:.:.:..:.=:.:..:.....:::..:~=-=-..:..:.:..:....:~:.:..::.:..:..:.:..::.:J...:...:........:..:____.:::.:::.....,L_ ___ __l ___ :.=~...::..:.:::......:.:~::.:..:.....:.:..::.___:._~...:.:....--....1.:==---==.I 11-17-23 DELAWARE WATER GAP N.R.A. OF

8+

0+

5+

0+

5+

8+

O

LD

M

IN

E R

O

AD

TU

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LE

S

CO

RN

ER

DI

NG

M

AN

S

RO

AD

(C

R

0)

TO TOLL BRIDGE

(DINGMANS FERRY BRIDGE)

200200 0 400

SCALE IN FEET 1" = 200'

BEGIN CONSTRUCTION

END CONSTRUCTION

MP 26.4 - 26.7

LOCATION MAP LEGEND:

WETLANDS

WATERS OF THE U.S.

100-YEAR FLOODPLAIN 4 104

1l a a u

N

"- ___j

J

I

SEGMENT 2 ---- - - -

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

AF/SC PAVEMENT IMPROVEMENTS 620

®m•l•I OLD MINE ROAD 139340

SC

C2.0

PMIS/PKG NO.

TECH. REVIEW: PROJECT LOCATION MAP 251562

MF SEGMENT 2 SHEET

DATE:

'"L_ ______________________________________________ ...L..:.=.:.:....:.:::.:..:.=.::.:......:~:.:.-=.:::.:.:.:..:..::..::::.....=..:..:.:.:..:.=.:.:..:.....:::..:.:::~:....:..:.::.:....::..:..:.:.:..:.:..:..::.:.:..:.i...:...:.._.:..:...._.::.:::......1... ___ _L __ ....:..::~~=---:..~~:.:..::...~~~-----1==---==.1 NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 11-17-23 DELAWARE WATER GAP N.R.A. OF

ENNIS HOUSE

290+00 295+00

300+00

305+00

310+00 315+00

320+00

325+00 330+00 335+00 340+00

345+00 350+00

OLD MINE ROADJA

GER

R

OAD

(C R 64

6)

WESTBROOK-BELL HOUSE

LUTZ HOUSE

BLACK FARMHOUSE

0+

355+00

360+00

365+00 370+00 375+00

380+00 385+00 390+00 395+00

400+00

405+00

410+00

OLD MINE ROAD

WHITE BROOK

415+00

420+00

425+00

430+00

435+00

440+00 445+00 450+00 455+00

460+00

465+00 466+50

OLD MINE ROAD

US

(C

R 52 1)

US

MONTAGUE RIVER RD

(CR 521)

D

EC

KER

TO

W N

TU

R

N

PIKE

(C R

650)

200200 0 400

SCALE IN FEET 1" = 200'

M

ATC

H

LIN

E - SEE BELO

W

M

AT

C H

LI

N

E

- S

EE

B

EL

O

W

M

ATCHLINE - SEE ABO

VE

M

ATC

H

LIN

E - SEE ABO

VE

BE

G

IN

C

O N

ST

R

U C

TI

O

N

EN

D C

ONST

RUCTI

ON

MP 30.2 - 33.6

LOCATION MAP LEGEND:

WETLANDS

WATERS OF THE U.S.

100-YEAR FLOODPLAIN 5 104

I ~

I ~ I ~ ---- ----------=:::

I I

I I

I ci N u

I N ,-..

"' "' N

E w u

1l

I I

I

I I I

---- r---------

SEGMENT 3

I I

HOR ENGINEERING, INC. DESIGNED: SUB SHEET NO. TITLE OF SHEET

I I

I

I I

I a a u --------------------IAF/SC PAVEMENT IMPROVEMENTS : 1-c_E_RT_1F_1c_A_TE_o_F_A_U_TH_o_R_1z_AT_1o_N_No_._2_4_G_A2_s_o_1 o_7_o_o -----,...,:~c;:;;:::~·:;:::::•·•=-----t OLD MINE ROAD

~ a -□-AN-IE-L-J.-H-0-RN_E_R ------------:: RE\1EW C2.1 PROJE~iGwEc:;i~N MAP

~ I t , I I

I I I I

I

I I

I

I

I

DRAWING NO.

139340

PMIS/PKG NO.

251562

~L_ ________________________________________________ L....:..:NE:.:.W:......:..:JE::.R.:.:S-=.EY.:........:...P.:....:.RO.:..F..:E:.:.S.:..Sl.:..ON...::.A..::L:.:....:E::.N.:..:G~IN.:.:E=ER~L::..:IC-=.EN:....:..:S:.:E:.......:....:.N0.:..._2=..4.:....:G:..::E.:..04.:..:5:....:..:7.:..88:...:0:..:0..L:....11:.........,:1...:..7_2::.:3::......JL-___ J..._ __ .:,_D=.:ELA~WA...::.R.:.:E....:.W.:..:..:A:....:..:T-=.ER:...:........::G:.:....:A....:.P ....:.N.:..:..:.R...::..A:....:..:· __ ----1==-o...,;F==I

258+20 260+00 265+00 270+00 275+00

278+13

PI: 269+66.92

PI: 270+66.17

PI: 271+67.09

PI: 272+49.97

PI: 272+64.39

PI: 273+65.67

PI: 268+69.10

PC: 258+32.40

PC: 260+60.83

PC: 274+01.09

PC: 277+04.44

PT: 259+08.48

PT: 261+26.49

PT: 275+96.73

PCC: 275+09.99

L29 L30 L31 L32 L33 L34L35 L36 L37

L38

L39C19 C20

C21 C22

C23

OLD MINE ROAD (SEGMENT 2)

NUMBER

L29

C19

L30

C20

L39

L31

L32

L33

L34

L35

L36

L37

C21

C22

L38

C23

DELTA

004.2133

003.4543

009.1901

019.0646

018.5243

RADIUS

1000.00

1000.00

669.73

260.00

330.00

LENGTH

11.97

76.08

152.35

65.66

742.61

97.82

99.25

100.92

82.88

14.42

101.28

35.42

108.90

86.73

107.71

108.73

BEARING

N13.024326E

N10.515671E

N08.411015E

N10.340156E

N12.265298E

N12.530609E

N12.543894E

N12.100466E

N14.125227E

N13.180522E

N14.065835E

N14.553336E

N17.371490E

N31.500810E

N41.233105E

N31.570948E

CHORD DIST.

76.06

65.65

108.78

86.33

108.24

START NORTHING

869935.42

869947.08

870021.78

870172.38

870236.92

870962.07

871057.42

871154.17

871252.81

871333.16

871347.19

871445.41

871479.64

871583.32

871656.66

871737.47

START EASTING

394212.14

394214.84

394229.18

394252.19

394264.22

394424.30

394446.11

394468.29

394489.56

394509.91

394513.23

394537.93

394547.05

394579.98

394625.52

394696.74

END NORTHING

869947.08

870021.78

870172.38

870236.92

870962.07

871057.42

871154.17

871252.81

871333.16

871347.19

871445.41

871479.64

871583.32

871656.66

871737.47

871829.31

END EASTING

394214.84

394229.18

394252.19

394264.22

394424.30

394446.11

394468.29

394489.56

394509.91

394513.23

394537.93

394547.05

394579.98

394625.52

394696.74

394754.02

200200 0 400

SCALE IN FEET 1" = 200'

BEGIN CONSTRUCTION

STA: 260+00

END CONSTRUCTION

STA: 277+65

6 104

1l a a u

N

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

DESIGNED: SUB SHEET NO.

AF/SC

®m•l•I

SC

C2.2 TECH. REVIEW:

MF

DATE:

TITLE OF SHEET DRAWING NO.

PAVEMENT IMPROVEMENTS 620

OLD MINE ROAD - SEGMENT 2 139340

PMIS/PKG NO.

ALIGNMENT DATA SHEET AND TABLE 251562

STA. 258+ 20 TO STA. 278+ 13 SHEET

'"L_ ______________________________________________ ...L..:.=.:.:....:.:::.:..:.=.::.:......:~:.:.-=.:::.:.:.:..:..::..::::.....=..:..:.:.:..:.=.:.:..:.....:::..:.:::~:....:..:.::.:....::..:..:.:.:..:.:..:..::.:.:..:.i...:...:.._.:..:...._.::.:::......1... ___ _L __ ....:..::~~=---:..~~:.:..::...~~~-----1==---==.1 NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 11-17-23 DELAWARE WATER GAP N.R.A. OF

290+00

295+00

300+00

305+00 310+00 315+00 320+00 325+00

330+00

335+00 340+00

PI

: 2

+8

8.

PI

: 2

+8

4.

PI

: 3

+8

2.

PI

: 3

+1

9.

PI

: 3

+7

8.

74 PI

: 3

+6

7.

PI

: 3

+4

5.

PC: 290+53.10

PC

: 2

+9

0.

PC

: 3

+2

9.

PC

: 3

+9

0.

PC

: 3

+6

2.

PC

: 3

+4

6.

PC

: 3

+7

6.

PC

: 3

+4

7.

PC

: 3

+3

0.

PT

: 2

+9

0.

PT

: 2

+2

7.

PT

: 3

+0

0.

PT

: 3

+3

6.

PT

: 3

+5

2.

PT

: 3

+1

4.

PT

: 3

+8

7.

PT

: 3

+8

7.

PT

: 3

+9

3.

PRC: 291+41.74

L40 L41 L42

L43

L44

L45 L46 L47 L48 L49 L50

L51

L52 L53 L54 L55

C24 C25

C26

C27 C28 C29

C30

C31 C32

C33

345+00 350+00

355+00

360+00 365+00

370+00

375+00

380+00

385+00

390+00

395+00

400+00

405+00

PI

: 3

+6

5.

PI

: 3

+6

4.

PI

: 3

+6

2.

PI: 349+65.30

PI

: 3

+6

0.

PI

: 3

+5

9.

PI

: 3

+5

9.

PI

: 3

+5

8.

PI

: 3

+5

7.

PI

: 3

+5

4.

PI

: 4

+1

5.

PI: 402+25.36

PI

: 4

+3

5.

PC

: 3

+0

2.

PC: 350+24.21

PC: 351+49.63

PC: 352+30.45

PC

: 3

+0

2.

PC

: 3

+4

4.

PC

: 3

+7

2.

PC

: 3

+8

2.

PC

: 3

+4

0.

PT

: 3

+9

3.

PT: 349+23.19

PT: 351+40.29

PT: 351+91.23

PT

: 3

+4

9.

PT

: 3

+1

1.

PT

: 3

+1

0.

PT

: 3

+3

7.

PT

: 3

+3

7.

PT

: 3

+3

2.

L56 L57 L58 L59 L60L61

L62 L63

L64 L65 L66 L67 L68 L69 L70

L71

L72

L73

L78

L75

L74

L76 L77

C33 C34

C35

C36 C37

C38 C39

C40

C41

C42

200200 0 400

SCALE IN FEET 1" = 200'

M

ATC

H

LIN

E STA 342+50 - SEE BELO

W

M

ATC

H

LIN

E STA 342+50 - SEE ABO

VE

M

AT

CH

LI

NE

S

TA

+0

- S

EE

S

HE

ET

C 2.

BEGIN CONSTRUCTION

STA: 290+53

7 104

1l a a u

N

I I I

I I I

I I

I I I

I

I- '-+--+--i --1

I-~

-J ~ 1---~

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

-J ~ 1---

DESIGNED: SUB SHEET NO.

AF/SC

®m•l•I

SC

C2.3 TECH. REVIEW:

MF

DATE:

TITLE OF SHEET

I I

PAVEMENT IMPROVEMENTS

OLD MINE ROAD - SEGMENT 3

ALIGNMENT DATA SHEET

STA. 290+00 TO STA. 402+00

I I I

I I I

I I

I

I I

I I I

I

I I

I

I I

I

I

DRAWING NO.

139340

PMIS/PKG NO.

251562

'"L_ ________________________________________________ L..:.::.:.:......:.=..:=.::..:......:...:..:.::.:...=.::.:.:..:.....::..:.::~.:..:.:.:.==~::..:.=.:..:.:.::....:..:..::..:....=-.:..:::.:.:...:.:..:...:.:..::.:.L.:..:........:..:......::.:::......JL-___ J..._ __ .:..=.::~...::..:.::~..:.:.=.~:.:..::....~..:.:.:..:.:------1==---==.1 NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 11-17-23 DELAWARE WATER GAP N.R.A. OF

405+00 410+00 415+00

420+00 425+00 430+00 435+00 440+00

445+00

450+00

455+00

460+00

465+00

466+50

PI

: 4

+2

7.

PI

: 4

+1

7.

PI

: 4

+1

8.

PI: 402+25.36

PI

: 4

+3

5.

PI

: 4

+2

6.

PI

: 4

+7

4.

PI

: 4

+2

1.

PI

: 4

+2

0.

PC

: 4

+6

0.

PC

: 4

+0

4.

PC

: 4

+0

9.

PC

: 4

+4

2.

PC

: 4

+3

8.

PC

: 4

+4

4.

PC

: 4

+7

4.

PC: 462+27.82

PC: 459+31.46

PT

: 4

+3

7.

PT

: 4

+0

9.

PT

: 4

+9

8.

PT

: 4

+5

3.

PT

: 4

+8

7.

PT

: 4

+6

9.

PT: 457+50.66

PT: 4

+1 8.6

PT: 461+70.07

L79 L80 L85 L86 L87 L88

L89

L90

L91

L78L76 L77 L81 L82 L83 L84

L92

L93

L94

C43 C44

C45 C46

C48

C47

C49

C51

C50

M

ATC

H

LIN

E STA 402+00 - SEE SH

EET

200200 0 400

SCALE IN FEET 1" = 200'

END CONSTRUCTION

STA: 466+38

8 104

1l a a u

N

I I I

I I I

I I I

I I I

I f-1 I I 1---1

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

-I -/ I I- l ~r---i--..1 ..... _i f..... ~ y

DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

AF/SC PAVEMENT IMPROVEMENTS 620

®m•l•I OLD MINE ROAD - SEGMENT 3 139340

SC

C2.4

PMIS/PKG NO.

TECH. REVIEW: ALIGNMENT DATA SHEET 251562

MF STA. 402+00 TO STA. 466+50 SHEET

'"L_ ________________________________________________ L..:.::.:.:......:.=..:=.::..:......:...:..:.::.:...=.::.:.:..:.....::..:.::~.:..:.:.:.==~::..:.=.:..:.:.::....:..:..::..:....=-.:..:::.:.:...:.:..:...:.:..::.:.L.:..:........:..:......::.:::......JL-___ J..._ __ .:..=.::~...::..:.::~..:.:.=.~:.:..::....~..:.:.:..:.:------1==---==.1 NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 11-17-23 DELAWARE WATER GAP N.R.A. OF

OLD MINE ROAD (SEGMENT 3)

NUMBER

L40

C24

C25

L41

C26

L42

L43

L44

C27

L45

L46

L47

L48

C28

L49

C29

L50

C30

L51

C31

L52

L53

L54

C32

L55

C33

L56

L57

L58

L59

DELTA

050.4714

013.0132

030.5038

010.2132

006.0254

013.2922

002.3553

004.2424

000.3933

004.4044

RADIUS

100.00

215.00

440.00

2050.00

1380.00

805.00

1500.00

2745.00

3500.00

2000.00

LENGTH

53.10

88.64

48.88

99.92

236.86

161.19

296.36

444.60

370.63

281.91

437.69

258.95

312.04

145.68

226.27

189.53

394.15

68.02

161.66

211.11

79.83

378.95

101.02

40.26

43.35

163.32

271.56

99.23

97.89

39.83

BEARING

N39.280407E

N14.042727E

N04.482342W

N01.422269E

N17.074181E

N32.330094E

N31.525934E

N30.262145E

N25.153554E

N20.044964E

N19.080956E

N19.204926E

N18.583935E

N22.000645E

N25.013356E

N18.165232E

N11.321108E

N10.141455E

N08.561801E

N11.082979E

N13.204157E

N15.133571E

N15.474892E

N15.280264E

N15.081635E

N17.283847E

N19.490035E

N20.050325E

N22.085086E

N21.075395E

CHORD DIST.

85.77

48.77

234.01

370.13

145.61

189.09

68.01

211.06

40.26

163.28

START NORTHING

885280.54

885321.53

885404.72

885453.32

885553.20

885776.84

885912.71

886164.36

886547.67

886882.41

887147.19

887560.69

887805.02

888100.10

888235.10

888440.13

888619.67

889005.87

889072.80

889232.49

889439.58

889517.25

889882.89

889980.10

890018.90

890060.74

890216.48

890471.96

890565.15

890655.82

START EASTING

401780.43

401814.18

401835.04

401830.95

401833.93

401902.85

401989.58

402146.11

402371.36

402529.30

402626.09

402769.57

402855.36

402956.83

403011.38

403107.10

403166.42

403245.24

403257.33

403282.45

403323.23

403341.66

403441.18

403468.68

403479.42

403490.74

403539.78

403631.84

403665.91

403702.82

END NORTHING

885321.53

885404.72

885453.32

885553.20

885776.84

885912.71

886164.36

886547.67

886882.41

887147.19

887560.69

887805.02

888100.10

888235.10

888440.13

888619.67

889005.87

889072.80

889232.49

889439.58

889517.25

889882.89

889980.10

890018.90

890060.74

890216.48

890471.96

890565.15

890655.82

890692.97

END EASTING

401814.18

401835.04

401830.95

401833.93

401902.85

401989.58

402146.11

402371.36

402529.30

402626.09

402769.57

402855.36

402956.83

403011.38

403107.10

403166.42

403245.24

403257.33

403282.45

403323.23

403341.66

403441.18

403468.68

403479.42

403490.74

403539.78

403631.84

403665.91

403702.82

403717.18

OLD MINE ROAD (SEGMENT 3)

NUMBER

C34

L60

L61

C35

L62

C36

L63

C37

L64

L65

L66

L67

C38

L68

L69

L70

C39

L71

L72

C40

L73

C41

L74

C42

L75

L76

L77

L78

C43

L79

DELTA

038.2612

044.2017

028.0209

052.4701

012.3258

009.3237

005.5438

006.1107

005.2854

006.5230

RADIUS

180.00

150.00

85.00

129.00

500.00

1600.00

1600.00

3288.00

968.00

2306.00

LENGTH

120.75

42.11

58.91

116.08

9.35

41.59

39.22

118.84

111.27

99.32

99.94

142.59

109.51

46.38

299.22

186.75

266.51

344.01

317.79

165.06

244.72

354.95

602.92

92.61

1282.42

110.12

110.12

525.02

276.70

67.19

BEARING

N01.544804E

N17.181788W

N12.464877W

N09.231958E

N31.332793E

N45.343257E

N59.353720E

N33.120646E

N06.483573E

N10.450451E

N10.172677E

N09.133771E

N15.300661E

N21.463552E

N23.044918E

N23.220497E

N28.082355E

N32.544213E

N35.232158E

N32.260248E

N29.284338E

N32.341678E

N35.395019E

N38.241744E

N41.084469E

N41.362617E

N43.403858E

N42.182103E

N45.443589E

N49.105076E

CHORD DIST.

118.50

113.20

41.18

114.68

109.30

266.20

164.98

354.78

92.58

276.53

START NORTHING

890692.97

890811.41

890851.61

890909.06

891020.75

891028.71

891057.54

891077.39

891173.35

891283.83

891381.41

891479.74

891620.48

891725.80

891768.87

892044.14

892215.57

892450.31

892739.10

892998.18

893137.42

893350.46

893649.44

894139.28

894211.83

895177.54

895259.87

895339.52

895727.80

895920.78

START EASTING

403717.18

403721.13

403708.61

403695.58

403714.04

403718.93

403748.34

403782.17

403844.97

403858.16

403876.69

403894.55

403917.41

403946.62

403963.83

404081.13

404155.20

404280.75

404467.66

404651.70

404740.19

404860.61

405051.61

405403.13

405460.64

406304.44

406377.56

406453.61

406806.99

407005.05

END NORTHING

890811.41

890851.61

890909.06

891020.75

891028.71

891057.54

891077.39

891173.35

891283.83

891381.41

891479.74

891620.48

891725.80

891768.87

892044.14

892215.57

892450.31

892739.10

892998.18

893137.42

893350.46

893649.44

894139.28

894211.83

895177.54

895259.87

895339.52

895727.80

895920.78

895964.70

END EASTING

403721.13

403708.61

403695.58

403714.04

403718.93

403748.34

403782.17

403844.97

403858.16

403876.69

403894.55

403917.41

403946.62

403963.83

404081.13

404155.20

404280.75

404467.66

404651.70

404740.19

404860.61

405051.61

405403.13

405460.64

406304.44

406377.56

406453.61

406806.99

407005.05

407055.89

OLD MINE ROAD (SEGMENT 3)

NUMBER

C44

L80

L81

L82

L83

L84

L85

L86

C45

L87

L88

C46

L89

C47

L90

C48

L91

C49

L92

C50

L93

C51

L94

DELTA

011.2127

004.4500

012.0554

003.2833

005.2008

055.5602

017.0520

007.1714

RADIUS

1035.00

1078.00

1000.00

7000.00

1600.00

180.00

800.00

1500.00

LENGTH

205.16

517.96

298.49

348.10

347.83

298.78

96.40

91.90

89.37

219.82

124.63

211.15

90.94

424.66

369.10

148.99

487.26

175.72

180.80

238.61

57.76

190.78

231.35

BEARING

N43.300726E

N37.492376E

N40.480818E

N42.075082E

N42.132293E

N43.505298E

N44.484593E

N43.231168E

N41.004159E

N38.381150E

N40.351671E

N46.381354E

N52.411036E

N50.565375E

N49.123713E

N51.524088E

N54.324464E

N82.304552E

S69.311359E

S78.035374E

S86.363389E

N89.444936E

N86.061260E

CHORD DIST.

204.83

89.34

210.76

424.60

148.94

168.83

237.72

190.65

START NORTHING

895964.70

896113.28

896522.42

896748.36

897006.52

897264.10

897479.58

897547.96

897614.75

897682.16

897853.87

897948.52

898093.23

898148.36

898415.86

898656.99

898748.93

899031.57

899053.57

898990.31

898941.15

898937.74

898938.58

START EASTING

407055.89

407196.89

407514.52

407709.57

407943.08

408176.83

408383.81

408451.75

408514.88

408573.51

408710.76

408791.85

408945.08

409017.40

409347.14

409626.58

409743.75

410140.67

410308.05

410477.43

410710.01

410767.67

410958.31

END NORTHING

896113.28

896522.42

896748.36

897006.52

897264.10

897479.58

897547.96

897614.75

897682.16

897853.87

897948.52

898093.23

898148.36

898415.86

898656.99

898748.93

899031.57

899053.57

898990.31

898941.15

898937.74

898938.58

898954.30

END EASTING

407196.89

407514.52

407709.57

407943.08

408176.83

408383.81

408451.75

408514.88

408573.51

408710.76

408791.85

408945.08

409017.40

409347.14

409626.58

409743.75

410140.67

410308.05

410477.43

410710.01

410767.67

410958.31

411189.13

9 104

I

1l a a u

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800

DESIGNED:

AF/SC

®m•l•I

SC

TECH. REVIEW:

MF

DATE:

11-17-23

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PAVEMENT IMPROVEMENTS 620

OLD MINE ROAD - SEGMENT 3 139340

C2.5

PMIS/PKG NO.

ALIGNMENT DATA TABLE 251562

DELAWARE WATER GAP N.R.A. OF

10'

TRAVEL LANE

10'

TRAVEL LANE

9'

TRAVEL LANE

9'

TRAVEL LANE

FULL DEPTH RECLAMATION

STA. 260+00 TO STA. 274+50 (4" FDR REQUIRED)

STA. 292+00 TO STA. 343+00 (6" FDR REQUIRED)

STA. 345+00 TO STA. 352+00 (6" FDR REQUIRED)

STA. 353+05 TO STA.442+00 (6" FDR REQUIRED)

STA. 452+50 TO STA. 463+50 (6" FDR REQUIRED)

2" HMA OVERLAY

STA. 274+50 TO STA. 277+65

STA. 290+53 TO STA. 292+00

STA. 463+50 TO STA. 466+38

OLD MINE

ROAD

OLD MINE

ROAD

4.0" OR 6.0" - FULL DEPTH RECLAMATION

(SEE STATIONING BELOW)

EXISTING

GROUND

2:1

5%

3'-4"

2.0" SUPERPAVE HMA 12.5 M64

1.5" SUPERPAVE HMA 9.5 M64

POINT OF

FINISHED GRADE

VARIES

(2% TYP.)

2.0" SUPERPAVE HMA 9.5 M64

SEE NOTE 1

POINT OF

FINISHED GRADE

2% AND

VARIABLE

2% AND

VARIABLE

VARIES

(2% TYP.)

NO SCALE

TYPICAL SECTION OLD MINE ROAD

TYPICAL SECTION OLD MINE ROAD

TIMBER GUARDRAIL (LT)

STA. 290+69.99 TO STA. 290+91.92

EDGE OF 9' TRAVEL LANE

TIMBER GUARDRAIL

(SEE SHEETS C5.6 AND C5.7)

2:1

5%

3'

TIMBER GUARDRAIL (LT)

STA. 260+18.68 TO STA. 262+16.11

EDGE OF 9' TRAVEL LANE

TIMBER GUARDRAIL

(SEE SHEETS C5.6 AND C5.7)

SAFETY EDGE

SHEET C3.2

SAFETY EDGE

SHEET C3.2

2:1

5%

3'

TIMBER GUARDRAIL (RT)

STA. 464+41.11 TO STA. 465+09.74

EDGE OF 9' TRAVEL LANE

TIMBER GUARDRAIL

(SEE SHEETS C5.6 AND C5.7)

DITCH DEPTH

VARIES 1' MAX

VARIES3:1 MAX.

2:1 TYP.

(1:1 MAX)

EXISTING

GROUND

DITCH DEPTH

VARIES 1' MAX

VARIES3:1 MAX.

2:1

3:1

3:1

1. SEE DETAIL SHEET C5.4 FOR PAVEMENT TIE-IN DETAIL.

2. WHERE INDICATED ADD AGGREGATE TOPSOIL. PLACE

CONSERVED TOPSOIL, 2" DEPTH, AND ESTABLISH TURF

FOR ALL DISTURBED AREAS IN ACCORDANCE WITH

SECTION 32 91 19

3. LATERAL PAY LIMITS FOR PLACING CONSERVED

TOPSOIL.

4. ESTABLISH TURF FOR GRADED SHOULDER IN

ACCORDANCE WITH SECTION 32 91 19.

5. LATERAL LIMITS FOR CLEARING AND GRUBBING. FIELD

VERIFY WITH CO DURING STAKEOUT.

6. FOR EXISTING CULVERTS TO BE CLEANED, USE A

FLUSH TRUCK ON THE UPHILL SIDE AND A VAC-TRUCK

ON THE DOWNHILL SIDE TO KEEP SEDIMENT FROM

DISCHARGING.

7. POTHOLES AND OTHER AREAS OF EXISTING

PAVEMENT IN DISTRESS AS IDENTIFIED IN ROADWAY

PLANS, OR SPECIFIED BY THE CO, SHALL BE REPAIRED

PRIOR TO PLACING THE FINAL OVERLAY TREATMENT.

SEE PARTIAL DEPTH ASPHALT REPAIR DETAIL ON

SHEET C3.3.

8. 2:1 SLOPES REQUIRE STABILIZATION WITH 60 LBS JUTE

MATS.

NOTES

VARIES - 6 FT MAX

SEE NOTE 5

VARIES,

SEE NOTE 3

CONSERVED IN-SITU SOILS

CONSERVED IN-SITU SOILS

CONSERVED IN-SITU SOILS

VARIES - 6 FT MAX

SEE NOTE 5

VARIES,

SEE NOTE 3

10 104

1l a a u

N

I I

D ~__L+, -+, -t~~1~--=~

I ___J.. -

- -,- I

- I I

- I I I I

I I I I I I I I I I !_ ___ j

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION

DANIEL J. HORNER

D

I I !_ ___ _J

NO. 24GA28010700

j

J

DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

AF/SC PAVEMENT IMPROVEMENTS 620

®m•l•I OLD MINE ROAD 139340

SC

C3.0

PMIS/PKG NO.

TECH. REVIEW: lYPICAL SECTIONS 251562

MF SHEET

'"L_ ___________________________________________________ .....1....:..:.=.:....:~::.::.:.....:..;~-=.::.:.:..:.:..::..::::....=:..:..:.:.:..:.=:.:..:.....:::..:~=-=-..:..:.:..:....:~:.:..::.:..:..:.:..::.:J...:...:........:..:____.:::.:::.....,L_ ___ ----1 ___ :.=~...::..:.:::......:.:~::.:..:.....:.:..::.___:._~...:.:....--....1.:==---==.I NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 11-17-23 DELAWARE WATER GAP N.R.A. OF

POINT OF

FINISHED GRADE

9'

9'

TRAVEL LANE

FULL DEPTH RECLAMATION WITH ADDITIONAL ABC

STA. 343+00 TO STA. 345+00 (FDR TOTAL VARIES: 6" EXISTING + 0.0"-14.0" ABC)

STA. 442+00 TO STA. 452+50 (12" FDR TOTAL: 6" EXISTING + 6" ABC)

VARIES

(2% TYP.)

VARIES - FULL DEPTH RECLAMATION

WITH NEW ABC BLENDED IN

SEE NOTE 1

OLD MINE

ROAD

EXISTING

GROUND

SAFETY EDGE

SHEET C3.2

NO SCALE

1. COMPLETE THE FOLLOWING TO PRODUCE FULL DEPTH RECLAIMED PAVEMENT MATERIAL THAT WILL INCORPORATE NEW AGGREGATE

MATERIALS:

FULL DEPTH RECLAIM THE ENTIRE EXISTING PAVEMENT DEPTH OF 6". PLACE 0"-14" OF LOOSE ABC ONTO THE FULL ROADWAY WIDTH AND BLEND WITH FDR MATERIAL. COMPACT AND TRIM THE FINISHED MATERIAL TO FINISHED LINE AND GRADE. SURFACE

WITH BITUMINOUS PAVEMENT AS REQUIRED.

2. THE REHABILITATE EXISTING DITCH WORK CONSISTS OF MINOR SHAPING AND SCARIFYING OF SHOULDER MATERIAL AND SHAPING OF DITCHES TO ALLOW FOR POSITIVE DRAINAGE. THIS OPERATION ALSO INCLUDES CLEANING OF EXISTING STRUCTURE OUTLETS AND

INLETS.

3. SEE DETAIL SHEET C5.4 FOR PAVEMENT TIE-IN DETAIL.

4. LATERAL PAY LIMITS FOR PLACING CONSERVED TOPSOIL.

5. LATERAL LIMITS FOR CLEARING AND GRUBBING.FIELD VERIFY WITH CO DURING STAKEOUT.

NOTES

2.0" SUPERPAVE HMA 12.5 M64

1.5" SUPERPAVE HMA 9.5 M64

VARIES

(2% TYP.)

TYPICAL SECTION OLD MINE ROAD

3:13:1

VARIES 8.5' TO 10'

TRAVEL LANE

VARIES 8.5' TO 10'

TRAVEL LANE

2" MILL AND OVERLAY

STA. 352+00 TO STA 353+05

2:1

5%

3'-4"

2.0" SUPERPAVE HMA 9.5 M64

SEE NOTE 3

POINT OF

FINISHED GRADE

2% AND

VARIABLE

2% AND

VARIABLE

TYPICAL SECTION OLD MINE ROAD

TIMBER GUARDRAIL (LT)

STA. 352+00.00 TO STA. 352+02.35

EDGE OF 9' TRAVEL LANE

TIMBER GUARDRAIL

(SEE SHEETS C5.6 AND C5.7)

SAFETY EDGE

SHEET C3.2

EXISTING

GROUND

DITCH DEPTH

VARIES 1' MAX

VARIES3:1 MAX.

2:1

3:1

CONSERVED IN-SITU SOILS

VARIES - 6 FT MAX

SEE NOTE 5

VARIES,

SEE NOTE 4

11 104

1l a a u

N

D

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

j

L ---

DESIGNED:

AF/SC

®m•l•I

SC

TECH. REVIEW:

MF

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PAVEMENT IMPROVEMENTS 620

OLD MINE ROAD 139340

C3.1

PMIS/PKG NO.

lYPICAL SECTIONS 251562

'"L_ ___________________________________________________ .....1....:..:.=.:....:~::.::.:.....:..;~-=.::.:.:..:.:..::..::::....=:..:..:.:.:..:.=:.:..:.....:::..:~=-=-..:..:.:..:....:~:.:..::.:..:..:.:..::.:J...:...:........:..:____.:::.:::.....,L_ ___ ----1 ___ :.=~...::..:.:::......:.:~::.:..:.....:.:..::.___:._~...:.:....--....1.:==---==.I NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 11-17-23 DELAWARE WATER GAP N.R.A. OF

EXISTING ROADWAY

OR ROAD BASE

SAFETY EDGE

EXISTING GROUND

SHOULDER MATERIAL

HOT MIX ASPHALT

PER TYPICAL SECTION

1. THE SAFETY EDGE WILL BE CONSTRUCTED AS PART OF THE ROADWAY PAVEMENT. A

SHOULDER WEDGE DEVICE WILL BE ADDED TO THE SCREED OF THE PAVING MACHINE.

2. THE CONTRACTOR MAY USE A SHOULDER WEDGE MAKER OR A SIMILAR DEVICE THAT

PRODUCES THE SAME COMPACTION RESULTS.

3. SHORT SECTIONS OF HANDWORK WILL BE ALLOWED WHEN NECESSARY FOR TRANSITIONS

AND TURNOUTS.

4. SITE PREPARATION AND ADDITIONAL EARTHWORK REQUIRED TO CONSTRUCT THE SAFETY

EDGE WILL NOT BE PAID FOR SEPARATELY BUT SHALL BE INCLUDED IN THE WORK.

LEGEND

SAFETY EDGE DETAIL

- SAFETY EDGE WITH A

30°-35° SLOPE AND

SHOULDER MATERIAL

- MATCH EXISTING SLOPE

VARIES3:1 MAX.

2:1 MAX EXISTING

GROUND

MATCH EXISTING GRADE

TO BE FIELD ADJUSTED AND

APPROVED BY CO.

VARIES - 6 FT MAX

SEE NOTE 5 ON C3.0

VARIES,

SEE NOTE 3 ON C3.0

1'

DITCH, VARIES

SEE PLANS

EDGE OF 9' TRAVEL LANE

DITCH WITH NEW UNDERDRAIN (RT)

STA. 308+40 TO STA. 309+75

STA. 320+50 TO STA. 322+00

STA. 330+00 TO STA. 332+50

DITCH DEPTH VARIES 1' MAX

PROPOSED UNDERDRAIN,

SEE DETAIL ON SHEET C5.3

EXPOSED GROUND

PAVEMENT

6:1 TAPER MILL

(ALL SIDES EXCEPT

VERTICAL SAWCUT)

AGGREGATE BASE COURSE

(SEE NOTE 1)

EXISTING ROAD BASE

CHOKE STONE

(FILL VOID)

CONTINUOUS WITH TOP LIFT OF HMA

GEOSYNTHETIC

(SEPARATION)

PARTIAL DEPTH ASPHALT REPAIR DETAIL

NOT TO SCALE

2" OVERLAY PER SECTION 3, SHEET C3.0

ALL WORK AND COMPONENTS SHOWN IN DETAIL SHALL BE INCLUDED

IN THE COST OF THE ASPHALT PAVEMENT

PARTIAL DEPTH ASPHALT REPAIR. NO LIFT MAY BE GREATER

THAN 3" REPLACE ASPHALT TO EXISTING ASPHALT LEVEL TO

ALLOW FOR A CONTINUOUS TOP LIFT TO BE PLACED

1. AGGREGATE BASE COURSE LAYER THICKNESS TO BE DETERMINED BY SELECTED

GEOSYNTHETIC'S MANUFACTURER'S RECOMMENDATIONS BASED ON PROXIMITY TO HMA

NOTES

12 104

1l a a u

N

HOR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

I I L _ _J

DESIGNED:

AF/SC

®m•l•I

SC

TECH. REVIEW:

MF

DATE:

SUB SHEET NO. TITLE OF SHEET DRAWING NO.

PAVEMENT IMPROVEMENTS 620

OLD MINE ROAD 139340

C3.2

PMIS/PKG NO.

lYPICAL SECTIONS 251562

'"L_ ___________________________________________________ .....1....:..:.=.:....:~::.::.:.....:..;~-=.::.:.:..:.:..::..::::....=:..:..:.:.:..:.=:.:..:.....:::..:~=-=-..:..:.:..:....:~:.:..::.:..:..:.:..::.:J...:...:........:..:____.:::.:::.....,L_ ___ ----1 ___ :.=~...::..:.:::......:.:~::.:..:.....:.:..::.___:._~...:.:....--....1.:==---==.I NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 11-17-23 DELAWARE WATER GAP N.R.A. OF

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING

ANY REQUIRED PERMITS TO PLACE SIGNAGE OUTSIDE

OF NPS/DEWA LANDS.

2. VMS MESSAGING SHALL BE DEVELOPED IN

CONJUNCTION WITH THE PARK AND CO. CONTRACTOR

SHALL OBTAIN APPROVAL OF MESSAGING FROM PARK

AND CO PRIOR TO IMPLEMENTATION. SUGGESTED VMS

MESSAGE: "OLD MINE ROAD CLOSED".

NOTES

W20-3

ROAD CLOSED AHEAD

TO BE PLACED NEAR

STRONG LANE

OLD MINE ROAD NORTH

SEGMENT 2 PROJECT LOCATION

OLD MINE ROAD

NORTH SEGMENT 3

PROJECT LOCATION

VMS: OLD MINE ROAD

CLOSED

INSTALL ONE LANE

OPERATION SIGNAGE

ON OLD MINE ROAD

PER SHEET C4.4

INSTALL SHOULDER CLOSURE

OPERATION SIGNAGE ON OLD

MINE ROAD PER SHEET C4.6

VMS: OLD MINE ROAD

CLOSED

VMS: OLD MINE ROAD

CLOSED

INSTALL SHOULDER CLOSURE

OPERATION SIGNAGE ON OLD

MINE ROAD PER SHEET C4.6

INSTALL SHOULDER

CLOSURE OPERATION

SIGNAGE ON OLD MINE

ROAD PER SHEET C4.6

INSTALL SHOULDER

CLOSURE OPERATION

SIGNAGE ON OLD MINE

ROAD PER SHEET C4.6

13 104

1l a a u

C)

0::::

0::::

~ -0::::

BLAIRSTOWN

BOJ---------1~

TO

NEW YORK CITY

. V.

._ .. ,-._..-.)>/:::: ~~01~iT~ii.~-~t •••••• · .

. · _._..-._.._..-._.._..-.:\:·\:iJ·. C ENTE . . .... ' ........... ' . ;

[5J

WALLPACK

CENTER

LE

DESIGNED:

HDR ENGINEERING, INC.

1--------------------------1AF/OV

CERTIFICATE OF AUTHORIZATION NO 24GA28010700 ,...,:@r;;:;;:::~•:;:::::l••:-----t 1--------------------------1

SC

1--------------------------1TECH. REVIEW:

DANIEL J. HORNER MF ~

o DATE:

SUB SHEET NO.

C4.0

C) -..J

ROAD

CLOSED

AHEAD

TITLE OF SHEET

PAVEMENT IMPROVEMENTS

OLD MINE ROAD

MOT DETAILS

DRAWING NO.

139340

PMIS/PKG NO.

251562

~L_ _________________________________________________ ---1...:..N:..:EW.:..:........:J:..:E.:....:.R.:..:SE.:..:Y....:....PR..:..O:...:.F:..:E.:..SS.:..:IO.:..:N..:..A..::L..:..E:.:.N.:...:G:..:..:.IN.:...:E:..:E.:....:.R.....:L.:..:IC:..:E:...:.N..:.C:.:.E....:.N.:...:O..:.. • ..:2:....:.4..:.G.:..:E0:...:.4..:.5..:..78:..:8:..:0..:.0L7:..........:2:..:.7___::2::::_3_L_ ___ ....L.. __ ....:D:....:E:..:LA:....:.W:..:..:.A..::...R:..:E_W:..:..:.A..:..:.T-=.ER.:..:........:G:.:...A::....P....:N:..:..:. • .:....:.R • .:....:.A:...:.. --.....1..:==--0F-==.1 use 7' minimum mounting height for main sign and 6' minimum mounting height for secondary sign.

Use 7' minimum spacing between posts for sign posts 6" x 6" or larger.

lateral offset of 2' may be used. In areas with curbs, a minimum lateral distance of 1' behind the face of

Diamond ≤ 48"

> 13' 12' - 16'

> 17' > 30'

< 10

10 - 20 10 - 20 20 - 50 50 - 65 50 - 65 65 - 95 65 - 95

4 x 4 4 x 6 6 x 6 4 x 4 4 x 6 6 x 6 4 x 6 4 x 6 6 x 6

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Diamond ≤ 36" Other Shapes ≤ 48"

Diamond ≤ 48" Other Shapes ≤ 12'

200'

4"

5' m in

4' m in

6' - 12'

Attach sign panels with a minimum of 2 - 14" dia. bolts

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

S ee

N ot e

S ee

N ot e

See Note 4 Ed ge o f tr av el ed w ay

Ed ge o f pa ve d sh ou ld er

On tangent alignment 93°

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

D

Long side of post

D

1.

2.

3.

4.

5.

6.

7. State standards may be used as an alternative if approved by the CO.

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

0.6X 0.2X

Break-away holes.

See post detail (typ.)

Local tangent

Field drill holes through post parallel to sign face.

See table for hole size

Bottom of sign panel

℄ Post

14 104

1l a a u

---- 1---- -t-- ---- 1 i :

' ' ' : I :

' . ' ! I :

---- --1,- ----1

' ' --- _j_ ---

DESIGNED:

HOR ENGINEERING, INC.

1--------------------------1AF/SC

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700 ,..,:@r;;:;;:::~•:;:::::l••:-----t 1--------------------------1

SC

1--------------------------1TECH. REVIEW:

DANIEL J. HORNER MF ~

o DATE:

I

93'

BASED ON FHWA STANDARD 635-14

SUB SHEET NO.

C4.1

TITLE OF SHEET

PAVEMENT IMPROVEMENTS

OLD MINE ROAD

MOT DETAILS

DRAWING NO.

139340

PMIS/PKG NO.

251562

~L_ _________________________________________________ ---1...:..N..=EW.:..:......:J:..:E::....R:..:SEY:..:.......:....:PR..:..O:..:.F..=E.:..SS:..:.IO:..:N..::.A.::L..:..E=N..:...:G:..:..:.IN..:..:E:..:E.:....:.R.....:L:..:IC:..:E:.:...N.:..S=.E ....:.N.:..:O..:.. • ..:2:....:.4.:..GE:..:0:....:4..:.5.:....:78:..:8:..:0..:.0L1.:....:1~1...:..7......:::23::.._L_ ___ ....L.. __ .....:D:..:E::LA:....:.W:..:..:.A..:..R.::E_W:..:..:.A..:..:.T.=.ER..:.......:G:.:...A::....P....:N:..:..:. • .:....:.R.::....A:..... --.....1..:==--0F-==.1

15 104

D

" D u

2' ( mln.J

TYPE [BARRICADE

LI"

2' (m!n.J

8" - 12" - typ.

I

EOP

I

I

PLAN

Centerline of pavement

II

ELEVATION

,I

/4dge of Pavement

(EOPJ

Type A warning lights

◄ •. 4

ROAD CLOSED TO ALL TRAFFIC

Notes:

I. All lumber dimensions are nominal

2. Paint all wood support members white

3. Stripes on all barricades are 6 Inches wide and sloped downward at a 45 degree angle toward tro side of the barricade on which approaching traffic must pass. When the barricade ls less than 3 feet wide the stripe width is 4 Inches.

4. Sandbags may be used to provide addltfonal stab/Iffy to barricades. If used.sandbags are not to be placed higher than 12 Inches above the ground.

5. Stripe both sides of all rail faces on barricades exposed to traffic from both directions.

TYPE /[BARRICADE

/0'

~i2"i--___ 8_' ___ ----il2"~

B" - 12" C ---~

----8"-12" C

8" -12· C c::

=:)20 typ. !

I I

11 '

II IV")

II _ _,_

4" X 4" Wood post

EOP

I I' (m!n.J • . )(

-~ ~ 1-

£OP ' 'O c::io 1'<1-

PLAN

Centerline of pavement --j - Type A warning lfgtrts

I

• -- . :0o.'1>

Dimensions for the movable barricade ELEVATION

HDR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

DANIEL J. HORNER

NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800

match the dimensions shown for the DESIGNED: SUB SHEET NO. TITLE OF SHEET

DRAWING NO.

620 fixed barricade ROAD CLOSED TO THRU TRAFFIC AF/sc PAVEMENT IMPROVEMENTS

: FIXED MO/ABLE ,..i:::@Ll;::;::•l•l;;..__--1 OLD MINE ROAD 139340

~ ryp,c lJIB'Aoo,r-Ancs TYPICAL APPLJCATION OF THE s.;_c _ __. C4 2 MOT DETAILS PM1s/PKG No.

; ·• ~ /oV"lntv""'-'~ TYPE 11[ BARRICADE rMEcFH. REVIEW: 251562

SHEET

,:: DATE:

N.__ ______________________________________________________________ .....1..:1~1......:....:17___..:::23::......J ___ __i. __ _:D:..:E=.LA:.:..:W:...::.AR.::E....;W..::.A:..:..:TE::.:R....;G::.A::...P....:.N.::.:.R.::.:.A..::.. __ ....1.:=..:.0F~=.I

151616 15316 104104

"' u

" 0 u ea (\J

• f'<)

C\J

• "I-

• f'<)

Orange •

C\J

White

• reflector r zed "I-

'° f'<)

(Standard Cone)

TYPE A

C: ·- • E: "I-

• \.0 f'<)

• "I-c:: ·-E:

c:: ·-E:

18" ( mln.J

< Non-metal DrumJ

TYPE 8

DRUM

Orange

White Orange reflector/zed

• (\J

• White \..0 reflectorized ea • f'<) (\J

Flexlb/e tube

1 aase epoxied I to pavement

(H/qh Ballasted Cone)

TYPE 8

(Flexlble Cone)

CONES

Alternate white and orange reflector/zed sheeting

TYPE C

C: :s

-, 4"

• "I-

0 T

Alternate white and orange reflector/zed sheeting

8"

45·

C\J --

VERTICAL PNIELS

tORNIGE NID WHffEJ

4" 1 1 ' 4"

7 • • a:i

@ • \.0

0 0

0 0

0 0

0 0

0 0

----C: ·-E:

4'

.I

Type DI Ref lectlve Sh3etlng

3• Diameter Reflector

DEUNEATORS

i-1

1-1

-----• C: ..._ E:

E:

(l)

8.

• \.0 f'<) i--

C) i-1

*I

*I t888888'-· - . - 7 *I {,---...,, 7 . ·.-

"1-1 1-i

• "I- ~

Notes:

I. Reflector!ze vert!cal panels with alternate orange and white stripes as s/xJwn.

2. Mount dellneators 4 feet above the pavement surf ace .

3. Drums may be weighted with 20 pounds (maximum of sand, and contain no moisture.

4. Temporary raised pavement markers color to match corresponding pavement striping, clear for white and amber for yellow.

5. Cones. type A may be ballasted with weighted rings.

I

HDR ENGINEERING, INC.

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700

TYPE A r 'JYPE B TYPE C

DANIEL J. HORNER

TEMPORARY RNSED PAIEMENT MARKERS NEW JERSEY PROFESSIONAL ENGINEER LICENSE NO. 24GE04578800 . • \ . ,;-....;;_ __ ..--.....1... ___________ .....:....:;.::;..;..:..::.........:....:....::..,;..:..::..:.....:....:...:...:...:....:..,l DESIGNED: SUB SHEET NO. mLE OF SHEET DRAWING NO.

AF/SC PAVEMENT IMPROVEMENTS 620

OLD MINE ROAD 139340

C4 3

PMIS/PKG NO.

TECH. REVIEW: MOT DETAILS 251562

MF t SHEET ffl•l•I

SC

- 11-17-23 DELAWARE WATER GAP N.R.A. OF .__ ____________________________________________________________ ..1...:..:........:..:........::~L..------'----==:...::..:.:.::..:.=-....:..:.:..:..:..::..:......::..::.......:..:..:.:..:::..:: __ ...1==.:.:....:=l

Traffic flow

Traffic flow

W20-1 See Note 4

W20-7W20-4

G20-2 See Note 4

(See Length and Spacing Table)

(optional)

WORK SPACE (optional)(optional)

W13-1P (optional)

W16-2P (optional)

1.

2.

3.

4.

5.

6.

Signs are shown for one direction of travel only. Place devices similar to those depicted for the opposite direction of travel.

Final location and spacing of signs and devices may be changed to fit field conditions as approved by the CO.

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the contractor on the pilot car.

If closure is completely within the project limits, eliminate the "ROAD WORK AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

For night time flagging operation, provide floodlighting at flagger stations.

Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

LENGTH AND SPACING TABLE

APPROACH

SPEED* TAPER

AREA

BUFFER

SPACE

WORK

SPACE

CHANNELIZING DEVICE

* Approach speed based on the regulatory posted speed, not the advisory speed.

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

BUFFER SPACE

LENGTH

NOTE:

xx

C

ADVANCE WARNING AREA (See Sign Spacing Table) TERMINATION AREA

Device spacing

BUFFER SPACE

B A TAPER AREA BUFFER SPACE VARIABLE BUFFER SPACE TAPER AREA A

(See Length and Spacing Table)

MPH FEET

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH

SIGNS IN FEET

SPACING IN FEET

50' - 100' 50' - 100' (optional)

10' min.

17 104

1l a a u

ROAD

WORK

b]

~ _:;r

Flogger Location

XXX

FEET

Channelizing devices

HOR ENGINEERING, INC.

DESIGNED:

1-------------------------iAF/SC

CERTIFICATE OF AUTHORIZATION NO. 24GA28010700 ,..,:@r;;:;;:::~•:;:::::l••:-----t 1-------------------------1

SC

1-------------------------iTECH. REVIEW:

DANIEL J. HORNER MF ~

o DATE:

Flogger Location -"ft'"'

END

ROAD WORK

BASED ON FHWA STANDARD 635-6

S…