Attachment_3_-_Parking_Lot_Rehabilitation_Drawings.pdf

84 15

15 84

SALT

LAKE

CITY

PROVO

OGDEN

BRIGHAM CITY

LOGAN

HOWELL TREMONTON

HEBER

CITY

BOUNTIFUL

IDAHO

UTAH

IDAHO

UTAH

W

YO

M

IN

G U

TA

H

GOLDEN SPIKE

NATIONAL

HISTORIC SITE

GREAT

SALT

LAKE

UTAH

LAKE

BEAR

LAKE

V.C.

GOLDEN

SPIKE

MONUMENT

PROMONTORY

SUMMIT

ENTRANCE

POULSON

ROAD

BLUE

CREEK

AREA

OLD CENTRAL PACIFIC GRADE

OLD UNION

PACIFIC GRADE

SUMMIT

AREA

NORTH

PROMONTORY

MOUNTAINS

PROMONTORY

MOUNTAINS

15 84TO &

TO

PROMONTORY

POINT

TO

KELTON

GOLDEN SPIKE NATIONAL HISTORIC PARK

BASIC DATA:

STATE

NATIONAL PARK SERVICE

DENVER SERVICE CENTER REGION COUNTY

DEPARTMENT OF THE INTERIOR

UNITED STATES

LOCATION WITHIN PARK

NAME OF PARK

TITLE OF DRAWING

UTAH

DRAWING NO.

GOLDEN SPIKE NATIONAL HISTORIC PARK

INTERMOUNTAIN431/80,026C 1/90; 431/80,025A 4/85; PARK MINI FOLDER 1994; REVISED & REDRAWN 6/95. UPDATED 11/98. SGS.

CONSTRUCTION

VARIOUS

QUALITY DESIGN CERTIFIATION

Prepared in Accordance with Design Development (Title I)__________ Variance from Design Development (Title I) Approved by Superintendent on __________ Construction Drawing Not Preceded by Design Development Title I

OR

OR

Project Manager Date

Mark Sheet REVISION

ROUTES 0900,

0901, & 0402

Date InitialA/E FIRM

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

REHABILITATE ASPHALT

PARKING AREAS

PMIS/PKG NO.

SHEET

315426

OF 151

195721

UTAH

BOX ELDER

SHEET INDEX

SHEET: SHEET TITLE:SUB

SHEET:

COVER

LOCATION MAP

GENERAL NOTES & SUMMARY OF QUANTITIES

PAVEMENT MARKING DETAILS

ADDITIONAL DETAILS

TYPICAL SECTIONS

VISITOR CENTER PARKING (ROUTE 0900) LAYOUT

VISITOR CENTER PARKING (ROUTE 0900)

PAVEMENT MARKINGS

ADMINISTRATIVE LOT PARKING (ROUTE 0901)

LAYOUT

ADMINISTRATIVE LOT PARKING (ROUTE 0901)

PAVEMENT MARKINGS

BIG FILL EXHIBIT LOWER PARKING LOT

(ROUTE 0903) LAYOUT

BIG FILL EXHIBIT LOWER PARKING LOT

(ROUTE 0903) PAVEMENT MARKINGS

MAINTENANCE ROAD (ROUTE 0402) RECLAIMED

ASPHALT PAVEMENT AREA

BIG FILL ROAD (ROUTE 0401) & UPPER PARKING

(ROUTE 0906) RECLAIMED ASPHALT

PAVEMENT AREA

VISITOR CENTER PARKING (ROUTE 0900) EROSION

AND SEDIMENT CONTROL PLAN

SCALE OF METERS

SCALE OF FEET

3,000

500 0

1,500

6,000

1,000

3,000

SCALE OF MILES

20 0 20

INFORMATION CENTER

PARK HEADQUARTERS

PARK BOUNDARY

HQ.

V.C.

RANGER STATION

VISITOR CENTER

PAVED ROAD

LEGEND

STATE LINE

G1

G2

G3

G4

G5

G6

C1

C2

C3

C4

C5

C6

C7

C8

C9

ROUTE 0903

ROUTES 0906

& 0401

NORTH CENTRAL

10/01/2025

LOCATION MAP

DATE:

DESIGNED:

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SERVICES INC.

CHARLESTON, WV

SHEET

315426

ROUTE 0900 VISITOR CENTER

PARKING

(SEE SHEET C1)

ROUTE 0901

ADMINISTRATIVE LOT

PARKING (SEE SHEET C3)

ROUTE 0903 BIG FILL

EXHIBIT LOWER PARKING

(SEE SHEET C5)

ROUTES 0900, 0901 & 0402

ROUTE 0903

0 75 150 Feet

ROUTE 0402 MAINTENANCE

ROAD (SEE SHEET C7)

ROUTE 0906 BIG FILL

EXHIBIT UPPER PARKING

(SEE SHEET C8)

ROUTE 0401 BIG FILL

EXHIBIT ROAD (SEE

SHEET C8)

ROUTE 0906 & 0401

1. CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE SCOPE OF WORK WITHIN THE DOCUMENTS IN

ADDITION TO ANY FURNISHED ESTIMATED QUANTITIES. ESTIMATED QUANTITIES WITHIN THE

SUMMARY ARE FOR INFORMATIONAL PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO FIELD VERIFY THEM AND NOTIFY THE CO IN WRITING IF A DISCREPANCY EXISTS AND THEIR ASSOCIATED ESTIMATED COSTS PRIOR TO FINAL AWARD. ALL ESTIMATED COSTS SHALL

BE INCLUDED IN THE LUMP SUM ESTIMATED COST FOR THE WORK AT EACH LOCATION.

2. THE PLANS HAVE BEEN DEVELOPED UTILIZING 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. STAGING AREAS SHALL BE LIMITED TO EXISTING PARKING LOTS AT LOCATIONS 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.

4. THE CONTRACTOR SHALL FENCE ALL STAGING LOCATIONS.

5. 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.

6. PRIOR TO INSTALLING PAVEMENT MARKINGS AND CURB STOPS, THE CONTRACTOR SHALL MARK OUT

THEIR PROPOSED LOCATIONS AND OBTAIN APPROVAL FROM THE CO.

7. FENCING MATERIAL USED AT THE ADMINISTRATIVE LOT PARKING SHALL BE APPROVED BY THE CO

PRIOR TO INSTALLATION.

8. THE CONTRACTOR SHALL PROTECT ALL CURB, CURB AND GUTTER, SIDEWALK, STONE MASONRY, AND

LANDSCAPING DURING PAVING OPERATIONS. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S

OPERATION SHALL BE REPAIRED OR CLEANED AT THE CONTRACTOR'S EXPENSE AND TO THE

SATISFACTION OF THE CO.

9. ALL SIGNS ARE TO BE PROTECTED AND/OR RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL

CONDITION AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE NOTED.

10. ALL UTILITY STRUCTURES SHALL BE PROTECTED BY THE CONTRACTOR OR RESET WHEN

NECESSARY TO MATCH THE EXISTING STRUCTURE ELEVATION. ANY DAMAGE TO THE EXISTING

UTILITY STRUCTURES SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S DISCRETION. ALL

REPAIR EFFORTS SHALL BE APPROVED BY THE CO.

11. 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.

12. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NPDES PERMIT AND ASSUMES RESPONSIBILITY

FOR EROSION CONTROL MEASURES AND MONITORING AS REQUIRED BY CO RELATED TO EROSION

CONTROL MEASURES.

13. THE AREAS BEYOND THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED FROM EROSION AND SEDIMENTATION. PERIMETER CONTROLS SUCH AS FILTER BARRIER, SILT FENCE, DIVERSION DIKES, TURBIDITY CURTAINS, ETC. SHALL BE INSTALLED PRIOR TO ANY GRUBBING OPERATIONS OR OTHER

EARTH MOVING ACTIVITIES AS DIRECTED BY THE CO.

14. THE CONTRACTOR SHALL INSTALL TREE PROTECTION AND TEMPORARY FENCING TO PROTECT ALL

TREES DURING CONSTRUCTION, UNLESS OTHERWISE NOTED.

15. EXISTING DRAINAGE FACILITIES, INCLUDING PAVED SWALES WHICH RECEIVE RUNOFF FROM THE

LIMITS OF EACH WORK AREA SHALL BE CLEANED AS DIRECTED BY THE CO.

16. CONSTRUCTION EQUIPMENT CLEANING: PREVENT INTRODUCTION OF INVASIVE WEEDS AND

NON-NATIVE PLANT SPECIES INTO THE WORK SITE. ALL VEHICLES AND EQUIPMENT ENTERING THE PROJECT AREA MUST BE CLEAN AND FREE OF PLANT MATERIALS, SOIL, AND ANY SEED. EQUIPMENT MUST BE FREE FROM OIL AND OTHER FLUID LEAKS. PARTICULAR ATTENTION MUST BE SHOWN TO

THE UNDER CARRIAGE, TRUCK BEDS, TRAILER DECKS, WHEEL WELLS, MOWER DECKS (TOP AND

BOTTOM) AND ANY SURFACE WHERE SOIL CONTAINING EXOTIC SEEDS MAY EXIST. ALL EQUIPMENT SUBJECT TO INSPECTION BY CO OR DELEGATED TO NPS PERSONNEL AT STAGING AREA OR OTHER IDENTIFIED INSPECTION AREA PRIOR TO USE WITHIN PROJECT SITE. NOTIFICATION SHALL BE MADE TO NPS CO AT LEAST 2 WEEKS PRIOR TO MOBILIZATION TO ARRANGE FOR INSPECTIONS. FOLLOW

APPLICABLE FEDERAL LAND MANAGEMENT AGENCY REQUIREMENTS AND STATE REQUIREMENTS.

MAINTAIN CLEANING AND INSPECTION RECORDS. EQUIPMENT FOUND OPERATING ON THE PROJECT THAT HAS NOT BEEN INSPECTED OR HAS OIL LEAKS WILL BE SHUT DOWN AND SUBJECT REMOVAL

FROM THE PROJECT AREA AT THE COST OF THE CONTRACTOR.

17. CONTRACTOR SHALL ENSURE LONGITUDINAL PAVING JOINT IS NOT LOCATED WITHIN WHEEL PATH.

GENERAL NOTES

ABBREVIATIONS

ABBREVIATION

NHP

PMIS

NAVD

NAD83

NGS

NTS

NPS

TBD

USPP

GRR

MIN

MAX

TYP

PROP

EXIST

DIA

LF

SY

DEFINITION

NATIONAL HISTORICAL PARK

PROJECT MANAGEMENT INFORMATION SYSTEM

NORTH AMERICAN VERTICAL DATUM

NORTH AMERICAN DATUM OF 1983

NATIONAL GEODETIC SURVEY

NOT TO SCALE

NATIONAL PARK SERVICE

TO BE DETERMINED

UNITED STATES PARK POLICE

GRADED RIPRAP

MINIMUM

MAXIMUM

TYPICAL

PROPOSED

EXISTING

DIAMETER

LINEAR FEET

SQUARE YARDS

LS

SF

APPROX

SHLD

EA

FT

ELEV

LB

LUMP SUM

SQUARE FEET

APPROXIMATE

SHOULDER

EACH

FEET

ELEVATION

POUNDS

STA

BH

STATION

BORE HOLE

CENTERLINE

BIT BITUMINOUS

VC VISITOR CENTER

PSI POUNDS PER SQUARE INCH

RT. ROUTE

CO CONTRACTING OFFICER

HMA HOT MIX ASPHALT

FG FINISHED GROUND

BC BOTTOM OF CURB

TC TOP OF CURB

GENERAL NOTES AND

SUMMARY OF QUANTITIES

QUANTITY NOTES:

1. THE QUANTITIES BELOW ARE PROVIDED FOR INFORMATION AND CONVENIENCE ONLY AND SHOULD

NOT BE CONSIDERED FINAL OR ALL INCLUSIVE. ALL QUANTITIES SHALL BE FIELD VERIFIED BY THE

CONTRACTOR

2. MOBILIZATION AND DEMOBILIZATION SHALL INCLUDE ALL APPROPRIATE COSTS ASSOCIATED WITH

CONSTRUCTING ALL FEATURES LISTED IN THE SPECIFICATION AND/OR SHOWN IN THE PLANS.

MAINTENANCE OF TRAFFIC NOTES:

1. ROUTE 0900 - VISITOR CENTER PARKING

CLOSURES NEEDED FOR CURB WORK SHALL BE LIMITED TO THE USE OF BARRELS TO DELINEATE

AND CLOSE THE WORKING AREA. CONTRACTOR SHALL MAINTAIN ACCESS TO PARKING AREAS

AWAY FROM CURB WORK.

CONTRACTOR SHALL LIMIT FULL CLOSURE TO ONE WEEK TO COMPLETE ASPHALT PAVING AND

PAVEMENT MARKING OPERATIONS.

2. ROUTE 0901 - ADMINISTRATIVE LOT, ROUTE 0903 - BIG FILL EXHIBIT LOWER PARKING & ROUTES

0401/0906 - BIG FILL EXHIBIT UPPER PARKING

ASPHALT PAVING AND PAVEMENT MARKING OPERATIONS WILL BE PERFORMED BY CLOSING THE

ROADWAYS.

3. ROUTE 0402 - MAINTENANCE ROAD

CONTRACTOR SHALL MAINTAIN ACCESS TO PRIVATE RESIDENCE.

FOR ALL WORK THE CONTRACTOR SHALL COORDINATE THE WORK WITH THE CONTRACTING OFFICER GIVING 2 WEEKS NOTICE TO ALLOW AMPLE TIME FOR THE CONTRACTING OFFICER TO COORDINATE WITH

THE LOCAL STAKEHOLDERS ABOUT THE CLOSURES.

CLIN CONTRACT LINE ITEM NUMBER

DATE:

DESIGNED:

TECH. REVIEW:

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SHEET

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18. WEED FREE MATERIAL SOURCES: DO NOT IMPORT INTO THE PROJECT LIMITS ROCK, SAND, GRAVEL, EARTH, SUBSOIL, RIP RAP, GABIONS, OR OTHER NATURAL MATERIALS FROM SOURCES THAT HAVE NOT BEEN CERTIFIED FREE OF NON-NATIVE, INVASIVE PLANT SPECIES. MATERIALS IMPORTED INTO THE PROJECT LIMITS WHICH DO NOT INCLUDE A WEED-FREE CERTIFICATION MAY BE REJECTED AND ORDERED BY THE CO TO BE REMOVED FROM THE PROJECT LIMITS. THE CO HAS THE DISCRETION OF REQUESTING INSPECTION OF CERTIFIED MATERIALS BY A THIRD PARTY AND REJECTING THE USE OF THE SOURCE IF NON-NATIVE PLANTS OR SEEDS THEREOF ARE FOUND TO BE PRESENT.

TOPSOIL SHALL NOT BE BROUGHT INTO THE PROJECT AREAS WITHOUT THE APPROVAL OF THE CO.

19. DO NOT FEED OR DISTURB WILDLIFE. TO PREVENT UNNATURAL ATTRACTANTS TO WILDLIFE, KEEP ALL FOODS, PET FOODS, GARBAGE, DRINKS, TRASH, OR FOOD AND DRINK CONTAINERS INSIDE VEHICLES, OR ENCLOSED CONSTRUCTION EQUIPMENT, EXCEPT DURING ACTUAL USE. SUPPLY GARBAGE BINS, WITHIN THE CONSTRUCTION SITE THAT ARE BEAR AND ANIMAL PROOF. REMOVE ALL GARBAGE AND FOOD TRASH FROM THE PROJECT SITE DAILY.

20. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE SEEDED ACCORDING TO SPECIFICATION 32 92 19.

21. TOP SOIL PRESERVATION AND STOCKPILING:

CONSERVED TOPSOIL: TOPSOIL REFERS TO THE UPPERMOST SOIL HORIZON INCLUDING THE TOP 6 INCHES WHICH INCLUDES ORGANIC DUFF AND OTHER MATERIALS CAPABLE OF SUPPORTING VEGETATION. REMOVE TOPSOIL BEFORE EXCAVATING ANY AREA. DO NOT STRIP TOPSOIL IN FROZEN, SNOW COVERED, OR SATURATED CONDITIONS.

ONLY AREAS WITH LOW INVASIVE PLANT COVER (MAX OF 10-15% COVER) AND LESS THAN 2H:1V SLOPES WILL HAVE TOPSOIL SALVAGED, AS DETERMINED BY THE CO. REMOVE THE TOPSOIL IN ONE PASS. USE EQUIPMENT CAPABLE OF EXCAVATING SMALL, ISOLATED POCKETS OF TOPSOIL. HAND SALVAGE TOPSOIL IN AREAS WHERE TOPSOIL CANNOT BE MECHANICALLY REMOVED. STOCKPILE TOPSOIL IN AN AREA DETERMINED BY THE CO, BUT GENERALLY IMMEDIATELY BEYOND THE ROUNDING LIMITS OF CUT AND EMBANKMENT SLOPES, IMMEDIATELY ADJACENT TO LIMITS OF EXCAVATION, OR IN OTHER APPROVED LOCATIONS. STORE TOPSOIL IN WINDROW OR PILE FORMATION WITH A MAXIMUM HEIGHT OF 3 FEET UNLESS OTHERWISE APPROVED BY THE CO. SEPARATE TOPSOIL FROM OTHER EXCAVATED MATERIAL. DO NOT MIX TOPSOIL WITH SUBSOIL. STOCKPILES SHALL BE STABILIZED WITH EXCELSIOR LOGS/SILT FENCE OR NATURAL FIBER (EXCLUDING STRAW) BLANKETS IF DETERMINED NECESSARY BY THE CO. FLAG OR INSTALL BARRIERS TO KEEP HEAVY EQUIPMENT/VEHICLES FROM DRIVING ON STOCKPILED TOPSOIL. COORDINATE AT LEAST 2 WEEKS PRIOR TO TOPSOIL SALVAGE WITH CO AND NPS TO ENSURE THEIR ON-SITE PRESENCE AT THE

INITIATION OF SALVAGE ACTIVITIES.

GRASSES, SMALL SHRUBS, AND OTHER MINOR BRUSH LESS THAN 3-FEET IN HEIGHT MAY BE INCORPORATED INTO THE TOPSOIL (SEE 201.05). BRUSH/TREES OVER 3-FEET OR WITH DIAMETERS OVER 2-INCHES MUST BE REMOVED FROM THE SITE. REMOVE THE TOPSOIL IN THE LEAST AMOUNT OF PASSES POSSIBLE UNDER DRY SOIL CONDITIONS. USE EQUIPMENT CAPABLE OF EXCAVATING SMALL, ISOLATED POCKETS OF TOPSOIL. DO NOT MIX TOPSOIL WITH SUBSOIL.

PLACE CONSERVED TOPSOIL ON COMPLETED SLOPES. CONTRACTOR MUST APPLY 12 TO 1 INCH OF WEED-FREE PEAT OR COMPOST OVER THE TOPSOIL. HAND BROADCAST THE SEED, THEN RAKE IT IN TO A DEPTH OF APPROXIMATELY 14 INCH PRIOR TO HYDROMULCHING. SUBMIT THE PROPOSED COMPOST OR PEAT SOURCE TO THE CO FOR APPROVAL

BEFORE PURCHASE AND PLACEMENT.

AFTER TOPSOIL HAS BEEN SPREAD, THE DISTURBED AREA TO BE SEEDED SHOULD BE DECOMPACTED AND THE SEEDBED PREPARED. DECOMPACTION SHALL BE PERFORMED BY EQUIPMENT CAPABLE OF DECOMPACTING SOIL DOWN TO A DEPTH OF 12 INCHES AND SCARIFICATION ON SLOPES STEEPER 3H:1V DOWN TO 6 INCHES, OR TO A DEPTH AS SITE CONDITIONS ALLOW –DETERMINED BY THE CO. DECOMPACTION/SCARIFICATION SHALL NOT OCCUR WHEN SOILS ARE EXCESSIVELY WET OR FROZEN. DECOMPACTION/SCARIFICATION FURROWS SHALL BE NO FURTHER THAN 6 INCHES APART AND, WHERE POSSIBLE, EQUIPMENT WILL TRAVEL ACROSS THE SITE IN 2 PASSES IN PERPENDICULAR DIRECTIONS (CROSS-HATCHED PATTERN) OR IN A MANNER THAT ALLOWS FOR THE COMPLETE DECOMPACTION OF SOIL ACROSS THE SITE. WHEN DECOMPACTING/SCARIFYING, MINIMIZE WATER USAGE TO ONLY THE AMOUNT NEEDED TO ABATE DUST. LEAVE THE SOIL SURFACE ROUGHENED, BUT SUCH THAT OBVIOUS FURROWS ARE ELIMINATED.

MAXIMUM DIRT CLOD SIZE SHALL BE 2 INCHES IN ORDER TO OBTAIN A ROUGHENED SURFACE THAT WILL MAXIMUM SOIL/SEED CONTACT. VEHICLES AND EQUIPMENT SHALL NOT TRAVEL ON DECOMPACTED/SCARIFIED SOILS OTHER THAN MINIMAL EXPOSURE TO EQUIPMENT PLACING TOPSOIL. SEEDING SHOULD TAKE PLACE WITHIN 24 HOURS AFTER

DECOMPACTION/SCARIFICATION HAS BEEN COMPLETED.

22. SEEDING: SEED: THE SEED SHALL BE GOVERNMENT FURNISHED. THE SEEDING RATE WILL BE DETERMINED BY SEED AVAILABILITY BUT SHOULD BE ANTICIPATED TO BE BETWEEN 10 TO 40 BULK LBS PER ACRE. THE CONTRACTOR WILL GIVE THE GOVERNMENT TWO WEEK NOTICE PRIOR TO THE ANTICIPATED TOP SOIL DECOMPACTION AND SEED INSTALLATION WINDOW TO ALLOW FOR DELIVERY OF SEED. SEEDING SHALL BE COMPLETED IN ACCORDANCE WITH

SEEDING SPECIFICATION 32 92 19.

RECLAIMED ASPHALT PAVEMENT PLACEMENT SHALL FOLLOW THE NUMBERED

PRIORITY SHOWN. IF RECLAIMED ASPHALT PAVING QUANTITY IS INSUFFICIENT,

LOWER-PRIORITY AREAS MAY BE OMITTED WITH CO APPROVAL.:

1. ROUTE 0402 - MAINTENANCE ROAD

2. ROUTE 0401 - BIG FILL ROAD

3. ROUTE 0906 - BIG FILL EXHIBIT UPPER PARKING

10'

20'

10'9'

3'

16'

1'

2'

PEDESTRIAN CROSSWALK

N.T.S

6" PAINTED

WHITE LINE

NOTES:

1. WIDTH OF STALLS SHALL BE FIELD VERIFIED BASED ON

AVAILABLE WIDTH OF PAVEMENT IN PARKING AREA AND

SHALL BE APPROVED BY C.O. PRIOR TO PAVEMENT MARKING

INSTALLATION. PARKING STALL WIDTHS SHALL BE TO THE

WHOLE FOOT ONLY.

2. SEE SPECIFICATION SECTION 32 17 23 PAVEMENT MARKINGS.

PAVEMENT MARKING - RV PARKING STALL

N.T.S

NOTES:

1. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE

REQUIREMENTS OF THE UNITED STATE ACCESS BOARD

GUIDELINES AND STANDARDS AND THE ARCHITECHTURAL

BARRIERS ACT.

2. ALL DIMENSIONS CENTER TO CENTER OF 4" PAVEMENT

STRIPING.

3. ALL STRIPING SHALL BE 4" WIDE SOLID WHITE PAVEMENT

MARKINGS, UNLESS OTHERWISE NOTED.

4. SEE SPECIFICATION 32 17 23 PAVEMENT MARKINGS.

ACCESSIBLE PARKING SPACE

N.T.S

ACCESS AISLE

4" WHITE LINES

24" ON CENTER

4'

4'

(UNLESS

OTHERWISE

INDICATED)

ASJACENT TO

ACCESSIBLE

SPACES

ACCESSIBLE PARKING

4" PAINTED

WHITE LINE

(TYP.)

NOTES:

1. SEE SPECIFICATION SECTION 32 17 23 PAVEMENT MARKINGS.

PAVEMENT MARKING - ANGLED STALL LAYOUT

N.T.S

NOTES:

1. WIDTH OF STALLS SHALL BE FIELD VERIFIED BASED ON

AVAILABLE WIDTH OF PAVEMENT IN PARKING AREA AND

SHALL BE APPROVED BY C.O. PRIOR TO PAVEMENT MARKING

INSTALLATION. PARKING STALL WIDTHS SHALL BE TO THE

WHOLE FOOT ONLY.

2. SEE SPECIFICATION SECTION 32 17 23 PAVEMENT MARKINGS.

PAVEMENT MARKING - STALL LAYOUT

N.T.S

4" PAINTED

WHITE LINE

(TYP.)

4" PAINTED

WHITE LINE

(TYP.)

4" PAINTED

WHITE LINE

(TYP.)

PARKING LAYOUT DIMENSIONS FOR 9' WIDE STALLS*

*CHART BASED ON DIMENSIONS RECOMMENDED IN "PARKING PRINCIPLES".

ANGLE A

MINIMUM LENGTH OF STALL B 19' 25' 22' 20' 18.5'

STALL WIDTH, C, PARALLEL TO AISLE 10.3' 12.7' 10.4' 9.3' 9.0'

30° 45° 60° 75° 90°

A B

C

PERPENDICULAR ANGLED

PAVEMENT MARKING DETAILS

DATE:

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8' ON CENTER

4" X 4" PRESSURE

TREATED LUMBER

1" X 8" PRESSURE

TREATED LUMBER

1" X 4" PRESSURE

TREATED LUMBER

1.36"

4" DIA. STEEL PIPE

6'-6"

5'

1'-8"

6"

CONCRETE FOOTING

WOODEN FENCE DETAIL

N.T.S

NOTE: PAINT LUMBER AND STEEL PIPE TO MATCH EXISTING FENCE IN KIND

6'6' 6'

1'

6"

CONCRETE GUTTER

CONCRETE CURB

2'

2" ON CENTER

2" ON CENTER

1"

ADA RAMP DETAIL

N.T.S

6'

1:12CONCRETE SIDEWALK

RELOCATED CHAINLINK FENCE GATE DETAIL

N.T.S

6'

32'

1'

2'-6"

CONCRETE FOOTING

4" DIA. STEEL PIPE

CENTER STOP FOR

DROP ROD

DROP ROD

1'-4"

10'

1'

6"

10"

#4 REBAR

6"

N.T.S

R.V. PARKING BUMPER DETAIL

EXITING GROUND

EXITING GROUND

PROPOSED REINFORCED

CONCRETE SLAB

3'

2'

1' 1'-6"

2"

3'

6" DIA. STA. GALV. STEEL PIPE

FILLED W/ CONC. (APPLY 2 COATS

YELLOW PAINT)

AT LEAST 0.188" WALL THICKNESS

CONC. CAP

CONC. FOOTING

SLOPE CONC. BASE

ASPHALT PAVEMENT

PER PAVING PLAN

GALVANIZED STEEL BOLLARD FILLED W/ CONC.

EXISTING GROUND

N.T.S.

N.T.S

STANDARD BEDDING AND TRENCH DETAIL

NOTE: UTILITY MARKING TAPE TO BE 3" WIDE,

MINIMUM. LETTERING SHALL BE "WATER" FOR

POTABLE WATER LINES

INSTALL UTILITY MARKING TAPE

CONTINUOUSLY ALONG THIS LINE.

SURFACE RESTORATION

PER

TYPICAL ROAD REPAIR DETAILS

18" MAX

2'

1' MIN

TRACER WIRE

12"

APPROVED SELECT BACKFILL OR

PIPE BEDDING

6" IF SUBGRADE IS EARTH

8" IF SUBGRADE IS ROCK

PIPE BEDDING

SUBGRADE

APPROVED SELECT BACKFILL OR

PIPE BEDDING

1' MIN

FROST LINEFROST LINE

2'

2'

GROUND LEVEL

1-1/4" STEEL DRY PIPE

VALVE BODY

BRICK OR FLAT ROCK

WATER SUPPLY

N.T.S

FROST FREE SPIGOT DETAIL

ADDITIONAL DETAILS

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

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R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

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IN

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EN

ER

AL

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D

ET

AI

LS

.d w g

/3 0/

9:

pm b y lra ke s R

195721G5

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

TYPICAL SECTIONS

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

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C :\U se rs

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C \A

C C

D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

G

EN

ER

AL

\G

T

YP

_S

EC

.d w g

/3 0/

9:

pm b y lra ke s R

195721G6

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

ASPHALT SURFACE PAVEMENT REPLACEMENT

EXISTING SUB-GRADE

EXISTING GROUND

CLASS 2 ROAD

ASPHALT - 3"

MATCH EXISTING

ELEVATION IN EXISTING

PARKING LOT

SUB BASE AGGREGATE - APRX. 6"

EXISTING SUB BASE TO REMAIN.

MATCH EXISTING

ELEVATION

SCALE: NOT TO SCALE

SAW CUT ASPHALT

WHERE INDICATED ON

PLANS

INSTALL CURB AND GUTTER

WHERE INDICATED ON PLANS

AND TIE TO EXISTING CURB

AND GUTTER

MILL EXISTING ASPHALT (3")*

*ASPHALT MILLING SHALL BE 3 INCH MINUS MATERIAL

FOR REPLACEMENT ON EXISTING ROUTES 0401, 0402,

& 0906.

FULL DEPTH PAVEMENT

EXISTING SUB-GRADE

EXISTING GROUND

CLASS 2 ROAD

ASHPALT - 3"

SUB BASE AGGREGATE (AASHTO #57) - 6"

SCALE: NOT TO SCALE

INSTALL CURB AND GUTTER

WHERE INDICATED ON PLANS

AND TIE TO EXISTING CURB

AND GUTTER

100% RECLAIMED ASPHALT MILLINGS PAVEMENT SURFACE

(ROUTES 0401 & 0906)

EXISTING GROUND

RECLAIMED ASPHALT

MILLING SURFACE - 4"

EXISTING GRAVEL ROAD

SCALE: NOT TO SCALE

CONCRETE SIDEWALK

EXISTING SUB-GRADE

EXISTING GROUND

COMPACTED GRANULAR BASE - 4"

SCALE: NOT TO SCALE

4" CONCRETE SIDEWALK

TO MATCH EXISTING

WALKING PATHS1/8" X 1/2" SAW CUT

CONTROL JOINT

EXISTING GROUND

5"

1"

1'-0"

3" CLASS 2 ROAD

ASPHALT

EARTH BACKFILL

CONCRETE CURB

CONCRETE CURB AND GUTTER

SCALE: NOT TO SCALE

4" 8" 18"

2 12"

4"

2" R 2" R

2" R

30"

EXISITNG

GROUND 12"

3" MIN

UNTREATED

BASE COURSE

3" CLASS 2 ROAD

ASPHALT

MOUNTABLE CONCRETE CURB & GUTTER (TYPE M1)

SCALE: NOT TO SCALE

INSTALL CURB AND GUTTER

WHERE INDICATED ON PLANS

AND TIE TO EXISTING CURB

AND GUTTER

EXISTING

SUB-GRADE

6"

4"

ADMIN LOT RV CONCRETE PARKING PAD

SCALE: NOT TO SCALE

16" CONCRETE PAD

#6 REBAR

SUB-BASE

AGGREGATE

(AASHTO #57)

ON CENTER

6"

4"

ADA VISITORS LOT CONCRETE PARKING PAD

SCALE: NOT TO SCALE

16"

CONCRETE PAD

#6 REBAR

SUB-BASE

AGGREGATE

(AASHTO #57)

ON CENTER

NOTE: PLACE RECLAIMED ASPHALT MILLINGS IN TWO

EQUAL LIFTS. USE SMOOTH DRUM VIBRATORY

ROLLER WITH A MINIMIUM WORKING WEIGHT OF 8

TONS TO COMPACT EACH LIFT.

100% RECLAIMED ASPHALT MILLINGS PAVEMENT SURFACE

(ROUTES 0402)

EXISTING GROUND

RECLAIMED ASPHALT

MILLING SURFACE - 5"

EXISTING GRAVEL ROAD

SCALE: NOT TO SCALE

NOTE: PLACE RECLAIMED ASPHALT MILLINGS IN TWO

EQUAL LIFTS. USE SMOOTH DRUM VIBRATORY

ROLLER WITH A MINIMIUM WORKING WEIGHT OF 8

TONS TO COMPACT EACH LIFT.

X

X

X X X X X X X

X

X

X

X

X X

X

X

X

EXISTINGELIPTICALCULVERT

C O

N C

. C U

R B

CONC. CURB

CO

NC

. C

UR

B

MONUMENT

BE

NC

HE

S

GOLDEN SPIKE DRIVE

ROUTE 500

GOLDEN SPIKE DRIVE

ROUTE 500

ADMINISTRATIVE BUIILDING

BENCH

MULC

H

ROUTE 0901

ADMINISTRATIVE LOT PARKING

SEE SHEET C3

ROUTE 0900

VISITOR CENTER PARKING

EXISTING RAILROAD

7DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

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C \A

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D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

VC

_L

AY

O U

T.

dw g

/3 0/

9:

pm b y lra ke s R

195721C1

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

VISITOR CENTER PARKING

(ROUTE 0900) LAYOUT

0 30 60 Feet

AREA OF PAVEMENT WORK

SAW CUT ASPHALT

SAW CUT ASPHALT

INSTALL CONCRETE

CURB AND GUTTER

REMOVE EXISTING

ISLAND AND INSTALL

NEW VISITORS LOT

PARKING ISLAND. SEE

DETAIL

INSTALL CONCRETE

CURB AND GUTTER

6' CONCRETE SIDEWALK

TO MATCH EXISTING

CONCRETE AT

MONUMENT; SEE DETAIL

SHEET G6

LEGEND:

ASPHALT SURFACE

PAVEMENT REPLACEMENT

FULL DEPTH

PAVEMENT

2" SUB-BASE

AGGREGATE (AASHTO #57)

100% RECLAIMED

ASPHALT PAVEMENT

CONCRETE PAVEMENT

FOR RV PARKING

ROUTE 0402

MAINTENANCE ROAD

SEE SHEET C7

PLACE EXCESS FILL

OF NATIVE SOIL TO

CREATE 6 FT WIDE

WALKING PATH

1" = 30'

R 5'

R 8.5'

14.8'

14.8'

1'

6"

MOUNTABLE CURB AND

GUTTER (TYPE M-1)

VISITORS LOT PARKING ISLAND

N.T.S

EXISTING STOP SIGN

INSTALL 15 FT OF 15" HDPE

WITH BITUMINOUS COATED

END SECTIONS AT

EXISTING DITCH LINE

CROSSWALK ADA RAMP;

SEE DETAIL (SHEET G5)

SIDEWALK ADA RAMP;

SEE DETAIL (SHEET G5)

CLEAN CULVERT FOR

POSITIVE DRAINAGE

IF CULVERT IS FOUND

TO BE IN POOR

CONDITION THEN

REPLACE IN KIND

REPLACE CONCRETE CURB

AROUND SMALL BEND ON

EXISTING ISLANDS; APPROX

10.5 LF EACH WITH 5' RADIUS

INSTALL A PULL BOX (PG22) ON

EITHER END OF THE ROADWAY AND

ROUTE A 4" CONDUIT FOR POWER

BETWEEN EACH PULL BOX FOR

FUTURE EV PURPOSES

INSTALL A PULL BOX (PG12) ON

EITHER END OF THE ROADWAY AND

ROUTE A 1" CONDUIT FOR POWER

BETWEEN EACH PULL BOX FOR

FUTURE EV PURPOSES

6" REINFORCED CONCRETE PAD TO

MATCH EXISTING

ELEVATIONS AND CROSS SLOPES

(MAX 2%)

RESET EXISTING YIELD SIGN

NOTE: PROTECT ALL EXISTING CURB DURING CONSTRUCTION

X

X

X X X X X X X X X X

X

X

X

X

X

EXISTINGELIPTICALCULVERT

C O

N C

. C U

R B

CONC. CURB

CO

NC

. C

UR

B

MONUMENT

BE

NC

HE

S

GOLDEN SPIKE DRIVE

ROUTE 500

ADMINISTRATIVE BUIILDING

BENCH

MULC

H

RV PARKING

3 X 12' 2 X 16'

9 SPACES

10' X 20'

8 SPACES

10' X 20'

14 SPACES

10' X 20'

8 SPACES

10' X 20'

8DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

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C \A

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D oc s\ St an te c C on su lti ng

\2

9_

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SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

VC

_P

AV

M

AR

K.

dw g

/3 0/

9:

pm b y lra ke s R

195721C2

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

VISITOR CENTER PARKING

(ROUTE 0900) PAVEMENT

MARKINGS

0 20 40 Feet

AREA OF PAVEMENT MARKINGS

ROUTE 0901

ADMINISTRATIVE LOT PARKING

SEE SHEET C4 FOR PAVEMENT

MARKING INFORMATION

6' WIDE CROSSWALK

SEE DETAIL ON SHEET G4

1" = 20'

STRIPE FIRE LANE TO

MATCH EXISTING

4 ACCESSIBLE PARKING

10' X 20'

W/ 8.85' LOADING

INSTALL ACCESSIBLE RAMP TO MATCH EXISTING IN KIND

X

X X

X X X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

EXISTINGELIPTICALCULVERT

GOLDEN SPIKE DRIVE

0+

1+00

2+00

2+74.81

W W W W W W W W

X X X X X X X X X X X X

W W W W W W W W

9DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

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C :\U se rs

\lr ak es \D

C \A

C C

D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

AL

_L

AY

O U

T.

dw g

/3 0/

9:

pm b y lra ke s R

195721C3

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

ADMINISTRATIVE LOT PARKING

(ROUTE 0901) LAYOUT

AREA OF PAVEMENT WORK

SCALE - A (1"=20')

ROUTE 0900

VISITOR CENTER PARKING

INSTALL APPROX. 32 LF OF WOOD FENCE

TO MATCH EXISTING

INSTALL APPROX. 6 LF OF WOOD FENCE

TO MATCH EXISTING

INSTALL APPROX. 19 LF OF WOOD FENCE

TO MATCH EXISTING.

MOVE EXISTING GATE IN LINE WITH NEW

FENCE AREA

CONCRETE PAD FOR

APPROX. 800 SF SUPPLY SHED

REMOVE EXISTING SHED

REMOVE EXISTING SHED

PROTECT EXISTING TANK

DURING CONSTRUCTION

INSTALL BOLLARDS ON 6'

CENTERS

LEGEND:

ASPHALT SURFACE

PAVEMENT REPLACEMENT

FULL DEPTH

PAVEMENT

2" SUB-BASE

AGGREGATE (AASHTO #57)

CONCRETE PAVING FOR

RV PARKING

REMOVE EXISTING CONCRETE PADS

AND INSTALL NEW 6" REINFORCED

CONCRETE SLAB (40' X 80') WITH 4"

THICK SUB-BASE AGGREGATE

EXISTING RAILROAD

ADMINISTRATIVE BUILDING

RETAIN EXISTING

ELECTRICAL BOX AND SHED

TIE IN TO METAL POST

NEXT TO STONE

R.V. WATER FROST

FREE SPIGOTS

APPROX 197' OF 2" FLEXIBLE PVC

RV PARKING AREA

SCALE - B (1"=10')

0 10 20 Feet

1" = 10'

0 20 40 Feet

1" = 20' A

B

EXISTING UTILITY HOOKUPS TO

REMAIN AND BE PROTECTED

DURING CONSTRUCTION

80'

18.5'

2'

REPLACE CONCRETE

SIDEWALK APPROX. 125 SF

REMOVE EXISTING SHEDPROTECT EXISTING GAS TANK

DURING CONSTRUCTION

TIE WATERLINE INTO EXISTING WATERLINE

STUB OUT FROM ADMINISTRATIVE BUILDING.

ABANDON EXISTING WATERLINE IN PLACE

X

X X

X X X X X X X X X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

EXISTINGELIPTICALCULVERT

GOLDEN SPIKE DRIVE

8 SPACES

10' X 20'

4 SPACES

10' X 20'

1 ACCESIBLE

SPACE

10' X 20'

3 SPACES

10' X 20'

10DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

/3

0/

1:

C :\U se rs

\lr ak es \D

C \A

C C

D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

AL

_P

AV

M

AR

K.

dw g

/3 0/

9:

pm b y lra ke s R

195721C4

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

ADMINISTRATIVE LOT PARKING

(ROUTE 0901)

PAVEMENT MARKINGS

0 20 40 Feet

AREA OF PAVEMENT MARKINGS

ROUTE 0900

VISITOR CENTER PARKING

SEE SHEET C2 FOR PAVEMENT MARKING

INFORMATION

1" = 20'

EXISTING RAILROAD

ADMINISTRATIVE BUILDING

X X

X X

X

GOLDEN SPIKE DRIVE

ROUTE 500

GOLDEN SPIKE DRIVE

ROUTE 500

CONCRETE

OBSERVATION

AREA

11DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

/3

0/

1:

C :\U se rs

\lr ak es \D

C \A

C C

D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

BF

_L O

W _L

AY

.d w g

/3

0/

9:

pm b y lra ke s

R

195721C5

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

BIG FILL EXHIBIT LOWER

PARKING LOT (ROUTE 0903)

LAYOUT

0 20 40 Feet

AREA OF PAVEMENT WORK

LEGEND:

ASPHALT SURFACE

PAVEMENT REPLACEMENT

SAW CUT ASPHALT

7X PARKING BUMPERS

EXISTING PARKING

BUMPERS TO BE

REPLACED

1" = 20'

X X

X X

X

GOLDEN SPIKE DRIVE

ROUTE 500

GOLDEN SPIKE DRIVE

ROUTE 500

CONCRETE

OBSERVATION

AREA

1 RV SPACE

10' X 58'

6 SPACES

1 ACCESSIBLE SPACE

10' X 20'

RV PARKING

0+00 1+00 2+002+04.38

12DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

/3

0/

1:

C :\U se rs

\lr ak es \D

C \A

C C

D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

BF

_L O

W _P

AV

M

.d w g

/3 0/

9:

pm b y lra ke s R

195721C6

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

BIG FILL EXHIBIT LOWER

PARKING LOT (ROUTE 0903)

PAVEMENT MARKINGS

0 20 40 Feet

AREA OF PAVEMENT MARKINGS

1" = 20'

MONUMENT

BE

NC

HE

S

GOLDEN SPIKE DRIVE

ROUTE 500

GOLDEN SPIKE DRIVE

ROUTE 500

MULC

H

13DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

/3

0/

1:

C :\U se rs

\lr ak es \D

C \A

C C

D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

M

R _R

AP

.d w g

/3

0/

9:

pm b y lra ke s

R

195721C7

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

MAINTENANCE ROAD

(ROUTE 0402)

RECLAIMED ASPHALT

PAVEMENT AREA

0 60 120 Feet

AREA OF 100% RECLAIMED ASPHALT PAVING AREA

ROUTE 0900

VISITOR CENTER PARKING

SEE SHEET C1

ROUTE 0402

MAINTENANCE ROAD

LEGEND:

ASPHALT SURFACE

PAVEMENT REPLACEMENT

FULL DEPTH

PAVEMENT

2" SUB-BASE

AGGREGATE

100% RECLAIMED

ASPHALT PAVEMENT 1" = 60'

EXISITNG

MAINTENANCE BUILDINGS

EXISTING RAILROAD

RECLAIMED ASPHALT PAVEMENT PLACEMENT SHALL FOLLOW THE NUMBERED

PRIORITY SHOWN. IF RECLAIMED ASPHALT PAVING QUANTITY IS INSUFFICIENT,

LOWER-PRIORITY AREAS MAY BE OMITTED WITH CO APPROVAL.:

1. ROUTE 0402 - MAINTENANCE ROAD

GOLDEN SPIKE DRIVE

ROUTE 500

GOLDEN SPIKE DRIVE

ROUTE 500

0+

1+00

2+00

3+00

3+42.44

14DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

OF

TITLE OF SHEET

GOLDEN SPIKE NATIONAL HISTORIC PARK09/29/2025

/3

0/

1:

C :\U se rs

\lr ak es \D

C \A

C C

D oc s\ St an te c C on su lti ng

\2

9_

G O

SP

-P av em en t_

R eh ab \P ro je ct F ile s\

G O

SP

\3

6\ C

AD

v

D R

AW

IN

G S\

C

IV

IL

\C

BF

_R

AP

.d w g

/3 0/

9:

pm b y lra ke s R

195721C8

A/E FIRM

LR

LR

JMB

PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

BIG FILL ROAD (ROUTE 0401)

& UPPER PARKING (ROUTE 0906)

RECLAIMED ASPHALT

PAVEMENT AREA

AREA OF 100% RECLAIMED ASPHALT PAVING AREA

ROUTE 0401

BIG FILL ROAD

ROUTE 0906

BIG FILL EXHIBIT UPPER PARKING

LEGEND:

100% RECLAIMED

ASPHALT PAVEMENT

0 20 40 Feet

1" = 20'

RECLAIMED ASPHALT PAVEMENT PLACEMENT SHALL FOLLOW THE NUMBERED

PRIORITY SHOWN. IF RECLAIMED ASPHALT PAVING QUANTITY IS INSUFFICIENT,

LOWER-PRIORITY AREAS MAY BE OMITTED WITH CO APPROVAL.:

1. ROUTE 0402 - MAINTENANCE ROAD

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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GOLDEN SPIKE DRIVE

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15DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

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PRIME/CIVIL:

STANTEC

CONSULTING

SERVICES INC.

CHARLESTON, WV

SHEET

315426

VISITOR CENTER PARKING

(ROUTE 0900) EROSION &

SEDIMENT PLAN

0 20 40 Feet

1" = 20'

PROVIDE INLET PROTECTION

PROVIDE APPROPRIATE TREE PROTECTION

NOTE:

CONTRACTOR SHALL PROTECT FIELD AREAS.

CONTRACTOR SHALL NOT USE GRASS AREAS FOR STAGING.

LIMITS OF DISTURBANCE