B08_Attachment_3_Drawings__VOYA_Pavement_Restoration.pdf

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VOYA 335009 N191 REHAB RAINY AND ASH
Solicitation number
140P2026R0045
Issued by

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This is a set of construction drawings and technical specifications for a pavement preservation and rehabilitation project at Voyageurs National Park in Minnesota, covering two visitor center locations: Rainy Lake Visitor Center and Ash River Visitor Center. The project involves mill and overlay operations, concrete and asphalt pavement replacement, sidewalk construction, parking lot improvements, and associated site work across approximately 92 miles of roadway and parking areas.

The primary work includes 2-inch mill and overlay of existing asphalt pavement on park roads and parking areas, full-depth asphalt replacement in select locations, new concrete sidewalk construction (5 to 8 feet wide with ADA-compliant features), concrete curb and gutter installation, edge treatments, parking lot reconfiguration with accessible spaces, wheel stop installation, traffic striping and signage, and utility coordination. The project is organized into multiple construction line items (CLINs) and options at Rainy Lake (CLIN 1, Options 3 and 5) and Ash River (CLIN 2, Options 1, 2, and 4). Key technical requirements include adherence to Minnesota Department of Transportation specifications for pavement materials and compaction, ADA accessibility standards for parking and pedestrian facilities, erosion and sedimentation controls, archaeological monitoring coordination, and strict utility location and protection protocols. The drawings specify typical asphalt section details with bituminous wear layers, aggregate base courses, and geotechnical pavement design criteria based on December 2024 site investigations. Control point tables reference NAD 83 coordinate systems with established benchmarks for grade verification, and all work must maintain positive drainage, match existing grades where applicable, and protect existing trees, structures, and park facilities.

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Sol_140P2026R0045_Amd_0005.pdf PDF
Sol_140P2026R0045_Amd_0004.pdf PDF
P-0037313_VOYA_Pavement_Preservation_Geotechnical_Report_0004.pdf PDF
Sol_140P2026R0045_Amd_0003.pdf PDF
Sol_140P2026R0045_Amd_0002.pdf PDF
Sol_140P2026R0045_Amd_0001.pdf PDF
B08_Attachment_4_General_Refrences.pdf PDF
B08_Attachment_5_Subcontract_Percentage_Worksheet.xlsx XLSX spreadsheet
B08_Attachment_6_Wage_Determination_MN20260231.pdf PDF
B08_Attachment_7_Past_Performance_Questionnaire.docx DOCX document
B08_Attachment_2_VOYA_335009_Pavement_Preservation_Specifications.pdf PDF
B08_Attachment_1_ContractPriceSchedule_VOYA_335009.pdf PDF
B08_Conformed_Solicitation_140P2026R0045pdf.pdf PDF
Sol_140P2026R0045.pdf PDF
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PAVEMENT PRESERVATION

VOYAGEURS NATIONAL PARK

ASH RIVER VISITOR CENTER &

RAINY LAKE VISITOR CENTER

VOYAGEURS NATIONAL PARK

NORTH

VICINITY MAP SCALE: 1" = 1000'

1 53

335009

198139

CONSTRUCTION DOCUMENTS

MIDWEST SAINT LOUIS & KOOCHICHING MINNESOTA

QUALITY DESIGN CERTIFICATION

STATEREGION COUNTY

NAME OF PARK

TITLE OF PROJECTCROFT & ASSOCIATES - 140P2022D0011

PRIME / CIVIL:

CROFT & ASSOCIATES

KENNESAW, GEORGIA

REVISION

LOCATION WITHIN PARK

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

UNITED STATES

DEPARTMENT OF THE INTERIOR

DRAWING NO.

PMIS/PKG NO.

SHEET

OF

RECOMMENDED:

Project Manager

APPROVED:

Superintendent

Date

Date

100% CONSTRUCTION DOCUMENTS

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:3

PM

J.R

J.R

01/16/2026

C.J

GENERAL NOTES:

1. ALL WORK MUST CONFORM TO THE REQUIREMENTS OF THESE PLANS AND PROJECT SPECIFICATIONS. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE SPECIFICATIONS FOR REQUIREMENTS IN ADDITION

TO THE GENERAL NOTES.

2. PRIOR TO BEGINNING CONSTRUCTION, VERIFY THE SITE CONDITIONS AND NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. DO NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE CONTRACTOR AND APPROVED BY

THE CONTRACTING OFFICER.

3. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF DEMOLITION, CONSTRUCTION, AND

ERECTION OF STRUCTURAL MATERIAL ARE THE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING STRUCTURES AND FACILITIES AND NEW WORK FROM DAMAGE AND/OR DISPLACEMENT. DAMAGE TO EXISTING AND NEW WORK SHALL BE REPAIRED TO THE

SATISFACTION OF THE CONTRACTING OFFICER AT NO EXPENSE TO THE GOVERNMENT.

5. ABIDE BY ALL APPLICABLE LOCAL ENVIRONMENTAL PROTECTION STANDARDS, LAWS, AND REGULATIONS.

6. ALL ELEVATIONS SHOWN REFER TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD) IN FEET.

7. HORIZONTAL CONTROL REFERENCED TO NORTH AMERICAN DATUM OF 1983 (2011 ADJ.) ST. LOUIS COUNTY NORTH COORDINATE SYSTEM (ASH RIVER) & KOOCHICHING COUNTY COORDINATE SYSTEM (RAINY LAKE).

8. EXISTING SITE SURVEY DATA PREPARED BY BOLTON & MENK, COLLECTED DECEMBER 2024. ROADWAY AREAS OUTSIDE OF THE SURVEYED AREAS WERE APPROXIMATELY DRAFTED FROM AERIAL PHOTOGRAPHY AND PROVIDED DESIGN DRAWINGS. CONTRACTOR IS RESPONSIBLE TO VERIFYING PROPOSED ROADWAY WORK PRIOR TO

CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES.

9. SOILS INFORMATION PROVIDED OBTAINED FROM THE GEOTECHNICAL REPORT PREPARED BY AMERICAN

ENGINEERING TESTING COLLECTED DECEMBER 2024.

10. IMMEDIATELY BRING ANY UNANTICIPATED DEBRIS, ARCHEOLOGICAL MATERIAL, AND/OR EXISTING FOUNDATIONS

UNCOVERED DURING CONSTRUCTION TO THE ATTENTION OF THE CONTRACTING OFFICER.

11. DO NOT REMOVE ARCHEOLOGICAL MATERIAL FROM SITE. IF ARCHEOLOGICAL MATERIALS ARE ENCOUNTERED, ALL WORK SHOULD STOP AND THE CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY. ANY ARCHEOLOGICAL MATERIALS ENCOUNTERED DURING CONSTRUCTION (WHEN ARCHEOLOGICAL MONITOR IS NOT PRESENT) SHOULD

BE LEFT IN PLACE UNTIL EVALUATED BY THE PARK ARCHEOLOGIST.

12. LOCATE ALL UTILITIES IN THE AREA OF CONSTRUCTION INCLUDING UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH DEMOLITION AND CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER OF ANY CONFLICTS

WITH EXISTING UTILITIES.

13. COORDINATE CONSTRUCTION MATERIAL, EQUIPMENT STORAGE WITH PARK ACTIVITIES AND EVENT PROGRAMMING.

SITE NOTES:

1. THE CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING EDGES OF PAVEMENT AND EXISTING CURB AS NECESSARY TO ENSURE SMOOTH TRANSITIONS. THE CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED BY THE CONTRACTING OFFICER TO ENSURE POSITIVE DRAINAGE.

2. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINT TOOL.

3. ALL NEW FILL AND REWORKED SOILS FOR PAVEMENT SUPPORT SHOULD BE PLACED AND COMPACTED PER MINNESOTA DEPARTMENT OF TRANSPORTATION (MNDOT) SPEC. 2106, INCLUDING THE MOISTURE CONTENT AND COMPACTION REQUIREMENTS SHOWN IN MNDOT TABLES 2106.3-1 AND 2106.3-4, RESPECTIVELY. IN ASTM TERMS, THIS SPECIFICATION REQUIRES SOILS PLACED WITHIN 3 FEET OF GRADING BE COMPACTED TO A MINIMUM OF 100% OF THE STANDARD MAXIMUM DRY UNIT WEIGHT DEFINED IN ASTM D 698 (STANDARD PROCTOR TEST). A REDUCED MINIMUM COMPACTION LEVEL OF 95% OF THE STANDARD MAXIMUM DRY UNIT WEIGHT CAN BE USED BELOW THE CRITICAL SUBGRADE ZONE (WITHIN 3 FEET OF TOP OF SUBGRADE ELEVATION) FOR NON-GRANULAR MATERIALS

(THOSE WHICH DO NOT MEET MNDOT SPEC 3149.2B).

4. MAXIMUM SLOPE SHALL BE 3.0 FEET HORIZONTAL TO 1.0 FOOT VERTICAL.

5. PROPOSED CONTOUR INTERVALS ARE AS LABELED. ALL PROPOSED CONTOURS ARE FINISHED GRADE.

6. THE CONTRACTOR WILL INSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN

THE PROJECT LIMITS.

7. EXCESS EARTH CUT MATERIAL, IF ANY, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE UNLESS OTHERWISE APPROVED TO BE PLACED ON SITE BY THE CONTRACTING

OFFICER.

8. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TRAFFIC BARRICADES AND WARNING

SIGNAGE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

UTILITY DISCLAIMER:

INFORMATION REGARDING THE PRESENCE, SIZE, CHARACTER AND LOCATION OF EXISTING UNDERGROUND UTILITIES AND STRUCTURES SHOWN HEREON IS BASED ON INFORMATION READILY AVAILABLE AT THE TIME OF PLAN PREPARATION. THERE IS NO CERTAINTY OF THE ACCURACY OF THIS INFORMATION AND IT SHALL BE TAKEN INTO CONSIDERATION BY THOSE USING THIS DOCUMENT. THE LOCATION AND DISPOSITION OF UTILITIES SHOWN MAY BE INACCURATE AND UTILITIES AND STRUCTURES NOT SHOWN MAY BE ENCOUNTERED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES AFFECTED BY HIS WORK PRIOR TO BEGINNING ANY CONSTRUCTION OR

LAND DISTURBANCE.

EROSION CONTROL NOTES:

1. ALL SILT BARRIERS MUST BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL COMMENCE UNTIL SILT BARRIER IS INSTALLED. SILT BARRIERS TO BE PLACED AS SHOWN AND/OR AS DIRECTED BY CONTRACTING OFFICER. NOTIFY THE CONTRACTING OFFICER 24 HOURS PRIOR TO CONSTRUCTION. ALL EROSION AND SEDIMENTATION CONTROLS, AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING.

ACCEPTED PLANS AND SUBSEQUENT ACCEPTED REVISIONS MUST BE PRESENT ON-SITE AT ALL TIMES. GENERAL NOTES

VOYAGEURS NATIONAL PARK

335009

2 53

ASH RIVER & RAINY LAKE

GRAND TOTAL: 53

SHEET INDEX

SHEET SUB SHEET SHEET TITLE

SERIES 00 - GENERAL

1 00-G000 COVER SHEET

2 00-G001 GENERAL NOTES

3 00-G002 TYPICAL SECTIONS

SERIES 01 - RAINY LAKE PAVEMENT PRESERVATION

CIVIL

01-C001 TOPOGRAPHIC SURVEY 1 OF 4

01-C002 TOPOGRAPHIC SURVEY 2 OF 4

01-C003 TOPOGRAPHIC SURVEY 3 OF 4

01-C004 TOPOGRAPHIC SURVEY 4 OF 4

01-C005 DEMOLITION PLAN 1 OF 2

01-C006 DEMOLITION PLAN 2 OF 2

01-C100 RAINY LAKE OVERALL SITE PLAN

01-C101 SITE PLAN 1 OF 11

01-C102 SITE PLAN 2 OF 11

01-C103 SITE PLAN 3 OF 11

01-C104 SITE PLAN 4 OF 11

01-C105 SITE PLAN 5 OF 11

01-C106 SITE PLAN 6 OF 11

01-C107 SITE PLAN 7 OF 11

01-C108 SITE PLAN 8 OF 11

01-C109 SITE PLAN 9 OF 11

01-C110 SITE PLAN 10 OF 11

01-C111 SITE PLAN 11 OF 11

01-C112 GRADING PLAN 1 OF 6

01-C113 GRADING PLAN 2 OF 6

01-C114 GRADING PLAN 3 OF 6

01-C115 GRADING PLAN 4 OF 6

SERIES 02 - ASH RIVER PAVEMENT PRESERVATION

CIVIL

02-C001 TOPOGRAPHIC SURVEY 1 OF 4

02-C002 TOPOGRAPHIC SURVEY 2 OF 4

02-C003 TOPOGRAPHIC SURVEY 3 OF 4

02-C004 TOPOGRAPHIC SURVEY 4 OF 4

02-C005 DEMOLITION PLAN 1 OF 3

02-C006 DEMOLITION PLAN 2 OF 3

02-C007 DEMOLITION PLAN 3 OF 3

02-C100 ASH RIVER OVERALL SITE PLAN

02-C101 SITE PLAN 1 OF 11

02-C102 SITE PLAN 2 OF 11

02-C103 SITE PLAN 3 OF 11

02-C104 SITE PLAN 4 OF 11

02-C105 SITE PLAN 5 OF 11

02-C106 SITE PLAN 6 OF 11

02-C107 SITE PLAN 7 OF 11

02-C108 SITE PLAN 8 OF 11

02-C109 SITE PLAN 9 OF 11

02-C110 SITE PLAN 10 OF 11

02-C111 SITE PLAN 11 OF 11

02-C112 GRADING PLAN 1 OF 3

02-C113 GRADING PLAN 2 OF 3

02-C114 GRADING PLAN 3 OF 3

4 00-C501 CONSTRUCTION DETAILS

6 00-C503 CONSTRUCTION DETAILS

00- G001

5 00-C502 CONSTRUCTION DETAILS

7 00-C504 CONSTRUCTION DETAILS

01-C116 GRADING PLAN 5 OF 6

01-C117 GRADING PLAN 6 OF 6

198139

LIMITS OF DISTURBANCE NOTES:

1. TYPICAL LIMITS OF DISTURBANCE ARE AS FOLLOWS, UNLESS OTHERWISE NOTED:

· 2' OFFSET FROM THE 3' WIDE EDGE TREATMENT ALONG THE ROADWAY

· 2' OFFSET FROM THE EDGE OF MILL & OVERLAY WHERE NO EDGE TREATMENT IS PROPOSED

· 2' OFFSET FROM THE TOE OF SLOPE ALONG PROPOSED GRADES

· 2' OFFSET FROM THE EDGE OF REPLACED SIDEWALK

· RAINY LAKE PARKING EXPANSION AREA IS WITHIN THE AREA PREVIOUSLY CLEARED UNDER A SEPARATE PROJECT

12'-0" 12'-0"

3'-0"3'-0"

2.0% 2.0% 3.0%3.0%

2:1 MAX2:1 MAX

TYPICAL SECTION #1

(EXISTING)

VARIES 3" - 6.3" DEPTH HOT ASPHALT CONCRETE PAVEMENT

VARIES 8.2" - 10.3" CEMENT AND/OR FLY-ASH STABLIZED

BASE MATERIAL

12'-0" 12'-0"

3'-0"3'-0"

2:1 MAX2:1 MAX

MILL 2" AND OVERLAY 2" BITUMINOUS WEAR UPPER (PG58H-34)

TYPICAL SECTION #2

(PROPOSED)

3" DEPTH AGGREGATE-TOPSOIL COURSE

MILL 2" AND OVERLAY 2" BITUMINOUS WEAR UPPER (PG58H-34)

SUPERELEVATED

TYPICAL SECTION #3

(PROPOSED)

12'-0" 12'-0"

MATCH EXISTING(MATCH EXISTING)

3.0% 2:1 MAX

2:1 MAX

MATCH EXISTING2.0% 2.0% 3.0%3.0%

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:4

PM

J.R

J.R

01/16/2026

C.J

TYPICAL SECTIONS

VISITOR CENTER

VOYAGEURS NATIONAL PARK

335009

3 53

NOTE:

1) BITUMINOUS MIXTURES SHOULD MEET THE MOST CURRENT MnDOT

SPEC. 2360 REQUIREMENTS.

2) COMPACTION OF ALL BITUMINOUS MIXTURES SHOULD BE BY THE

MAXIMUM DENSITY METHOD PER MnDOT SPEC. 2360.3D.1

3) AGGREGATE BASE COMPACTION SHOULD MEET MnDOT TABLE 2211.3-3

4) PAVEMENT DEPTHS ARE MINIMUMS.

5) BITUMINOUS PAVEMENT THICKNESS DESIGNS TAKEN FROM "REPORT

OF GEOTECHNICAL AND PAVEMENT EXPLORATION" DATED DECEMBER

20, 2024. GEOTECH REPORT BY AMERICAN ENGINEERING TESTING.

SEE GEOTECHNICAL REPORT FOR MORE DETAILS.

C1 G002

LIGHT DUTY ASPHALT PAVEMENT SECTION

SCALE: N.T.S.

6" - COMPACTED DEPTH AGGREGATE BASE

COURSE (CLASS 5 OR 6)

12" - SUBBASE (SELECT GRANULAR 3149)

2" BITUMINOUS WEAR LOWER (PG58H-34)

2" BITUMINOUS WEAR UPPER (PG58H-34)

00- G002

TRIAXIAL GEOGRID

8'-3" (HANDRAIL CL-CL)

2:1

M

AX.

SLO

PE

EXISTING

GRADE

VA

RI

ES

BLACK METAL

HANDRAIL W/ EDGE

PROTECTION

(1.5" DIA.)

8'-7"

2" 2"

4" CONCRETE

PAVING

4" GAB

C2 G002

PROPOSED WALKWAY SECTION

SCALE: N.T.S.

EXISTING GAB

STAGGER BITUMINOUS WEAR

LOWER JOINT AT LEAST 1'

OVER THE EXISTING GAB

CONTINUOUS BITUMINOUS WEAR UPPER

LAYER (OVERLAY LAYER 2)

LONGITUDINAL PAVEMENT

JOINT ADHESIVE ALONG

LONGITUDINAL JOINTS

NEW GAB

NEW PAVEMENT SECTION

C3 G002

NEW ASPHALT SECTION ADJOINING MILL & OVERLAY

SCALE: N.T.S.

BITUMINOUS WEAR LOWER LAYER

(OVERLAY LAYER 1)

198139

6" M

IN

EXTEND CONCRETE 2"

BEYOND OUTSIDE OF

HANDRAIL (TYP.)

6" MIN.

MOUNT HANDRAILS IN 3" DIA

CORE DRILLED HOLE.

FILL WITH NON-SHRINK

NON-METALLIC GROUT

3'-0"

12"4'-0" MAX. (TYP.)

12"

BLACK METAL HANDRAIL W/

EDGE PROTECTION

(1.5" DIA.)

8'-0" MIN. CLEAR WIDTH

CONSTRUCTION DETAILS

VOYAGEURS NATIONAL PARK

335009

4 53

C501

EDGE TREATMENT DETAIL

SCALE: N.T.S.

3'-0" 3.0%

2:1 MAX

3" COURSE AGGREGATE

TYPICAL EDGE TREATMENT DETAIL

(PROPOSED)

C501

CURB AND GUTTER DETAIL (DESIGN S)

SCALE: N.T.S.

00- C501

C501

CROSSWALK DETAIL

SCALE: N.T.S.

PRE-MOLDED FILLER

NOTE:

1. UNLESS OTHERWISE INDICATED, PREFORMED EXPANSION JOINTS TO BE 40'-0" O.C. MAX. OR AT BACK OF CURB, CHANGE OF

DIRECTION, OTHER WALK UTILITY APPURTENANCE, OR FACE OF STRUCTURE.

2. INSTALL CONTROL JOINTS AS INDICATED ON PLANS

3. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1/4" PER FT.

4"

EXPANSION JOINT

3,500 PSI CONCRETE WITH LIGHT

BROOM FINISH UNLESS

OTHERWISE NOTED

CONTROL JOINT

COMPACTED

SUB GRADE

0.5" R0.125"

(TYP.)

EXPANSION JOINT

JOINT SEALANT IS TO BE

FLUSH WITH PAVING

SURFACE.

CONTROL JOINT

0.125"

1"

R0.125"

(TYP.)

AGGREGATE

BASE

4"

C501

CONCRETE SIDEWALK DETAIL

SCALE: N.T.S.

C501

STOP BAR & STRIPING QUANTITY DETAIL

SCALE: N.T.S. DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:5

PM

J.R

J.R

01/16/2026

C.J

NOTE: MAX 1.5% GUTTER SLOPE AT ACCESSIBLE PARKING SPACES. STANDARD PARKING GUTTER SLOPE TO MATCH EXISTING

NOTE: MAX 1.5% GUTTER SLOPE AT ACCESSIBLE PARKING SPACES. STANDARD PARKING GUTTER SLOPE TO MATCH EXISTING

C501

CURB AND GUTTER DETAIL (DESIGN B)

SCALE: N.T.S.

198139

ASH RIVER & RAINY LAKE

00-

C502DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:5

PM

J.R

J.R

01/16/2026

C.J

1/

/2

2:

:5

PM

CONSTRUCTION DETAILS

VOYAGEURS NATIONAL PARK

335009

5 53

C502

ACCESSIBLE PARKING SPOT DETAIL

SCALE: N.T.S.

C502

LANE PAVEMENT PARKING DETAIL

SCALE: N.T.S.

C502

TURN ARROW PAVEMENT PARKING DETAIL

SCALE: N.T.S.

C503DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:5

PM

J.R

J.R

01/16/2026

C.J

CONSTRUCTION DETAILS

VOYAGEURS NATIONAL PARK

335009

6 53

C503

TYPICAL WHEEL STOP LAYOUT DETAIL

SCALE: N.T.S.

PARKING STALL

STRIPING

1/2 PARKING WIDTH 1/2 PARKING WIDTH

FACE OF CURB, EDGE OF PAVEMENT OR SIDEWALK

PREFABRICATED PLASTIC /

RUBBER WHEEL STOP

(CENTERED IN STALL)

9' PARKING STALL WIDTH*

NOTE:

*PARKING STALL WIDTH VARIES. SEE SITE PLANS FOR EXACT

DIMENSIONS

1'-

0"6' (TYP.) 6"

1'-6"1'-6"

C503

WHEEL STOP LAYOUT DETAIL FOR:

KABETOGAMA LAKE OVERLOOK TRAIL PARKING LOT

SCALE: N.T.S.

PARKING STALL

STRIPING

1/2 PARKING WIDTH1/2 PARKING WIDTH

PREFABRICATED PLASTIC /

RUBBER WHEEL STOP

(CENTERED IN STALL)

9' PARKING STALL WIDTH

2'- 6"

6' (TYP.)

1'-6" 1'-6"

2'- 0"

MEAD WOOD RD.

EDGE OF KABETOGAMA LAKE

OVERLOOK TRAIL PARKING LOT

1'- 6"

S

TR

IP

IN

G O

FF

SE

T

FOG LINE / EDGE OF MEAD

WOOD RD. TRAVEL LANE

(TRAVEL DIRECTION)

4" SOLID WHITE DOUBLE STRIPING @ 1.5' SPACING

(TYP. ALONG PARKING ADJACENT TO MEAD WOOD RD.)

4'- 0"

V

EH

IC

LE

O

VE

RH

AN

G

KABETOGAMA LAKE OVERLOOK TRAIL PARKING LOT

(ADJACENT TO MEAD WOOD RD.)

C503

WHEEL STOP LAYOUT DETAIL FOR: BEAVER POND OVERLOOK PARKING LOT

SCALE: N.T.S.

MEAD WOOD RD.

1'- 6"

S

TR

IP

IN

G O

FF

SE

T

(TRAVEL DIRECTION)

4" SOLID WHITE DOUBLE STRIPING @ 1.5' SPACING

(TYP. ALONG PARKING ADJACENT TO MEAD WOOD RD.)

FOG LINE / EDGE OF MEAD

WOOD RD. TRAVEL LANE

1'-6"

6' (T

YP

1'- 6"

1'- 6"

1/2 P

AR

KI

NG

W

ID

TH

1/ 2 P

AR

KI

NG

W

ID

TH

9'

PA

RK

IN

G

ST

AL

L W

ID

TH

C503

RAINY LAKE ENTRANCE SIGN WHEEL STOP LAYOUT DETAIL

SCALE: N.T.S.

PARKING STALL

STRIPING

1/2 PARKING WIDTH

1/2 PARKING WIDTH

SIDEWALK

NOTE:

*PARKING STALL WIDTH VARIES. SEE SITE PLANS FOR EXACT

DIMENSIONS

8.5' PARKING STALL WIDTH*6' (TYP.)

PREFABRICATED PLASTIC /

RUBBER WHEEL STOP

(CENTERED IN STALL)

6"

2'-0"

1'-3"

1'-3"

C503

TYPICAL ANGLED PARKING WHEEL STOP LAYOUT DETAIL

SCALE: N.T.S.

PARKING STALL

STRIPING

1/2 PARKING WIDTH

1/2 PARKING WIDTH

EDGE OF PAVEMENT

NOTE:

*PARKING STALL WIDTH VARIES. SEE SITE PLANS FOR EXACT

DIMENSIONS

9' PARKING STALL WIDTH*

6' (TYP.)

PREFABRICATED PLASTIC /

RUBBER WHEEL STOP

(CENTERED IN STALL)

6"

ALIGN FACE OF WHEELSTOP

WITH HEAD OF PARKING STALL

SEE

MANUFACTURERS'

SPECIFICATIONS

REMOVABLE ASPHALT

ANCHOR BOLTS

C503

REMOVABLE WHEEL STOP DETAIL

SCALE: N.T.S.

2" M

IN

3" M

AX

4" M

IN

6" M

AX

6"

2" M

IN

3" M

AX

. 5/8" OR 3/4"

HOLES

WIDTH VARIES.

SEE MANUFACTURER'S

SPECIFICATIONS

PLASTIC/RUBBER

WHEEL STOP

ASPHALT

C504DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:5

PM

J.R

J.R

01/16/2026

C.J

CONSTRUCTION DETAILS

VOYAGEURS NATIONAL PARK

335009

7 53

GRADE SURFACE

BOLLARD FOOTING PER

MANUFACTURER

RECOMMENDATION

6" DIA. REMOVABLE CONCRETE BOLLARD DETAIL

SCALE: N.T.S.

6" DIAMETER REMOVABLE BOLLARD.

(SCHEDULE 40 STEEL PIPE FILLED

W/ CONCRETE)

3'

TO

FLAT TOP GRAY BOLLARD

COVER W/ WHITE

REFLECTIVE STRIP

(MATCH EXISTING)

C504

7'-0"

4'- 0"

4'- 0"

9" 1'-

8" 1'-

7"

14'-0"

PAIR

SET

TRANSVERSE GAP

BETWEEN SETS

MILLED AREA

14"

A

1 34" 5 14" 8 34" 12 14"

3 12" 7" 10 12" 14"

1 34"

B C D E D C B A B C D E D C B A

PAVEMENT

SURFACE

14" 7" 1 34"

A E A

SINUSOIDAL TRANSVERSE RUMBLE STRIP DETAIL

SCALE: N.T.S.

C504

ENLARGED PLAN

PROFILE

SINUSOIDAL TRANSVERSE RUMBLE STRIP DETAIL

PLAN

LOCATION DEPTH

(IN.)

A

B

C

D

E

1/16"

5/32"

9/32"

7/16"

1/2"

TRAILERS

VEHICLES

CUSTOM DIRECTIONAL SIGNAGE DETAIL

SCALE: N.T.S.

C504

24"

24"

MUTCD STANDARD

GUIDE ARROWS 4B

4B

WHITE REFLECTIVE BACKGROUND W/

BLACK LETTERING (REFLECTIVITY TO

MEET MUTCD STANDARDS)

EXISTING /

PROPOSED SIGN

EXISTING GRADE

8" CIRCULAR

CONCRETE

FOOTING

36"

6" LENGTH OF REBAR

THROUGH POST & SET

IN CONCRETE

2" X 2" X 0.105"

GALVANIZED STEEL

SQUARE TUBE SIGN

POLE (TYP.)

SIGN INSTALLATION DETAIL

SCALE: N.T.S.

C504

SILT FENCE DETAIL

SCALE: N.T.S.

C504

198139

ASH RIVER & RAINY LAKE

FLUSH MOUNT EMBEDDED

STEEL SLEEVE W/ LOCKING

MECHANISM

SE

E

M

AN

UF

AC

TU

RE

R' S

SP

EC

IF

IC

AT

IO

NS

METAL TRUNCATED DOME DETAIL

SCALE: N.T.S.

C504

1.6" MIN. / 2.4" MAX.

GRAY IRON TRUNCATED

DOME TILE.

OPTIONAL:

SLIP-RESISTANT HIGH

VISIBILITY COATING

0.9" MIN.

1.4" MAX.

50% MIN. / 65% MAX.

BASE

DIAMETER

0.

2"

RAISED GRAY IRON PER

ABAAS STANDARDS. SEE

TYPICAL DOME SECTION

FOR DETAILS

TYPICAL DOME SECTION

TRUNCATED DOME PLAN DETAIL

0.

" M

IN

1.6" MIN. / 2.4" MAX.

1.

6"

M

IN

.4 " M

AX

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:0

PM

J.R

J.R

01/16/2026

C.J

1/

/2

2:

:0

PM

335009

8VOYAGEURS NATIONAL PARK

RAINY LAKE

TOPOGRAPHIC SURVEY

01- C001

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:0

PM

J.R

J.R

01/16/2026

C.J

1/

/2

2:

:0

PM

335009

9VOYAGEURS NATIONAL PARK 53

TOPOGRAPHIC SURVEY

01- C002

RAINY LAKE 172

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:0

PM

J.R

J.R

01/16/2026

C.J

1/

/2

2:

:0

PM

335009

10VOYAGEURS NATIONAL PARK 53

TOPOGRAPHIC SURVEY

01- C003

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:0

PM

J.R

J.R

01/16/2026

C.J

1/

/2

2:

:0

PM

335009

11VOYAGEURS NATIONAL PARK 53

TOPOGRAPHIC SURVEY

01- C004

B B

B

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD LOD LOD LOD LOD

LO

D

LOD LOD

LOD

LOD

LO

D

LOD

LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

HW

Y

E

(P

UB

LI

C

R/ W

SP

EE

D

LI

M

IT

M

PH

EXISTING ASPHALT WALKWAY

0+00 1+00 2+00 3+00

4+00

5+00

START MILL AND OVERLAY

LAT:N048° 35' 44.15"

LONG: W093° 11' 26.98"

X X X X X

X

X X X

LEGEND

SAWCUT LINE

PAVEMENT TO BE REMOVED

LIMITS OF DISTURBANCE

X

LOD

EXISTING TREE TO BE REMOVED

SILT FENCE & ORANGE BARRIER FENCE

EXISTING BOLLARD TO BE REMOVED

EXISTING BOLLARD TO BE REMOVED & REPLACED

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:1

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:1

PM

VOYAGEURS NATIONAL PARK

DEMOLITION PLAN 1 OF 2

335009

12 53

01-

C005KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

EXISTING TREE TO BE

REMOVED

SAWCUT LINE

(TYP.)

±541 SF OF EXISTING

PAVEMENT TO BE SAWCUT &

REMOVED TO THE SUB BASE

(CLIN 1)

NOTE:

1. CONTRACTOR TO PROVIDE 14 DAY NOTIFICATION PRIOR TO GROUND DISTURBANCE FOR

RAINY LAKE ENTRANCE PARKING FOR COORDINATION OF PARK PROVIDED

ARCHAEOLOGICAL MONITOR

2. THE REMOVAL OF EXISTING STRIPING WILL BE FACILITATED THROUGH ASPHALT MILLING

3. ORANGE BARRIER FENCE SHALL BE 1' BEHIND SILT FENCE

RAINY LAKE

EXISTING TREES TO

REMAIN UNDISTURBED

EXISTING SIGN TO BE

REMOVED AND RESET

198139

PARK SIGN AND BASE

TO REMAIN

UNDISTURBED

BM #1

(BENCHMARK TO BE RESET/RELOCATED.

COORDINATE WITH PARK SERVICES)

NOT ABLE TO OPEN MANHOLESANITARY LINE IS AN ASSUMED LOCATION

H

H

B

B

B

B B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

H

H

B

B

B

B

B

B B

H

CO

P

S

M

S

E

E

E

E

E

E

E

E

E

E E E E E E E

E E

E E

E

E

E E

E

E

E E E E E E

E

E

E

E

E

E

E

E

E

E

E H>>

CULVERT LOCATION COULD NOT BE FOUND

APPEARS TO BE BARRED BY SLOPE

LOD

LOD

LOD LOD

LO

D

LODLOD

LOD

LODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LO

D

LOD

LOD

LOD LOD LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LODLOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

COUNTY ROAD 9687+00

88+00

89+00

90+00 91+00

+0

+4

EXISTING ASPHALT WALKWAY

END MILL AND OVERLAY

LAT:N048° 35' 04.58"

LONG: W093° 09' 42.42"

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

B

B

B

B

B

X X

X X

X X X

X

X X X

X

X

X

X X X

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:2

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:2

PM

DEMOLITION PLAN 2 OF 2

335009

EXISTING TREES TO REMAIN

(TYP.)

VOYAGEURS NATIONAL PARK 53

01-

C006KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

EXISTING MONUMENT SIGN

TO REMAIN UNDISTURBED

±2,210 SF OF EXISTING

PAVEMENT TO BE SAWCUT &

REMOVED TO THE SUB BASE

(OPTION 3)

SAWCUT LINE

(OPTION 3) (TYP.)

EXISTING WHEEL STOPS TO BE

REMOVED AND REPLACED

(TYP.)

±70 SF OF EXISTING

PAVEMENT TO BE

SAWCUT & REMOVED

(OPTION 3)

RAINY LAKE

±30.5 LF 18" CMP

STORM PIPE TO BE

REMOVED

(OPTION 3)

LEGEND

SAWCUT LINE

PAVEMENT TO BE REMOVED

LIMITS OF DISTURBANCE

X

LOD

EXISTING TREE TO BE REMOVED

SILT FENCE & ORANGE BARRIER FENCE

EXISTING BOLLARD TO BE REMOVED

(12) EXISTING BOLLARDS &

CONCRETE FOOTINGS TO

BE REMOVED & REPLACED

EXISTING BOLLARDS & CONCRETE

FOOTING TO BE REMOVED

±185 LF OF CONCRETE VALLEY

GUTTER TO BE REMOVED

EXISTING BOLLARDS & CONCRETE

FOOTING TO BE REMOVED

±2,320 SF EXISTING ASPHALT

WALKWAY TO BE REMOVED

(OPTION 3)

SANITARY PIPING &

MANHOLE REMOVED IN

PREVIOUS PROJECT (NOT IN

CONTRACTOR'S SCOPE)

EXISTING BOLLARD TO BE REMOVED & REPLACED

EXISTING WOODEN

POST TO REMAIN

UNDISTURBED

EXISTING TREES TO BE REMOVED ONLY

AS IMMEDIATELY NECESSARY FOR

CULVERT REPLACEMENT. CONTRACTOR

TO COORDINATE REMOVAL WITH

CONTRACTING OFFICER

±1,130 SF EXISTING ASPHALT

WALKWAY TO BE REMOVED

(OPTION 5)

EXISTING SITE WALLS TO REMAIN & BE

PROTECTED DURING CONSTRUCTION

198139

NOTE:

1. CONTRACTOR TO PROVIDE 14 DAY NOTIFICATION PRIOR TO GROUND DISTURBANCE FOR

RAINY LAKE ENTRANCE PARKING FOR COORDINATION OF PARK PROVIDED

ARCHAEOLOGICAL MONITOR

2. THE REMOVAL OF EXISTING STRIPING WILL BE FACILITATED THROUGH ASPHALT MILLING

3. ORANGE BARRIER FENCE SHALL BE 1' BEHIND SILT FENCE

SILT FENCE

(TYP.)

SILT FENCE & TREE

SAVE FENCE

H

H

H

H

E

H

H

H

H

H

H

H

H

H

H

H

B B B

B B

B

H

H

B B

H

CO

P

M

BBB

H

HWY 11 E

(PUBLIC R/W - SPEED LIMIT 50 MPH)

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:2

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:2

PM

RAINY LAKE

OVERALL SITE PLAN

RAINY LAKE

335009

C101

C102

C103

C104

C105

C106 C107

VOYAGEURS NATIONAL PARK 53

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

01- C100

B

B

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LODLODLODLODLODLOD

LO

D

LO

D

LO

D

LOD LOD

LO

D

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD LOD LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

HW

Y

E

(P

UB

LI

C

R/ W

SP

EE

D

LI

M

IT

M

PH

EXISTING ASPHALT WALKWAY

0+00 1+00 2+00 3+00 4+00

5+00

6+00

7+00

8+00

9+00 10+00

11+00

12+00

+0

+0

+0

+0

START MILL AND OVERLAY

LAT:N048° 35' 44.15"

LONG: W093° 11' 26.98" B-101

B-102

C-101

C102C101

B B

B

LODLODLODLODLODLODLODLODLODLODLODLODLO

D

LO

D

LOD LOD LOD LOD LOD

LOD

LOD LOD LOD

LOD

LO

D

LO

D

LOD

LOD LOD

EXISTING ASPHALT WALKWAY

1+00 2+00

B-101

B-102

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:3

PM

J.R.

J.R.

01/16/2026

C.J.

SITE PLAN 1 OF 11

RAINY LAKE

335009

15 53

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(CLIN 1) (TYP.)

PROPOSED CROSSWALK.

SEE DETAIL #6/00-C501

(CLIN 1)

EXISTING MONUMENT SIGN.

PROTECT MONUMENT SIGN DURING

CONSTRUCTION

PROPOSED STOP BAR

PROPOSED STOP SIGN & STOP BAR.

SEE DETAIL #4/00-C501

VOYAGEURS NATIONAL PARK

01- C101

KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B

B

B B

B

B B

H

H

H

H

H

H

B

B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

EXISTING

MONUMENT SIGN

RELOCATED PARKING

SPOTS

11'-0"

RV SPOT

(12'X42')

18'-0"

RAINY LAKE ENTRANCE SIGN INSERT #1

SEE RAINY LAKE

ENTRANCE SIGN INSERT #1,

THIS SHEET

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

PROPOSED WHEELSTOPS

NOTE: PROPOSED WORK DEPICTED IN THIS VIEW ARE ALL CLIN 1

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

PROPOSED 5' WIDE CONCRETE SIDEWALK.

SEE DETAIL #5/00-C501

EXISTING SIGN TO BE RESET

ON PROPOSED GRADE. SEE

DETAIL #4/00-C504

±1,730 SF PROPOSED ASPHALT

PARKING EXPANSION.

SEE DETAIL C1/G002

PROPOSED 5' WIDE

CONCRETE SIDEWALK.

SEE DETAIL #5/00-C501 CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

BM #1

(BENCHMARK TO BE RESET/RELOCATED.

COORDINATE WITH PARK SERVICES)

METAL TRUNCATED DOMES.

SEE DETAIL #5/00-C504

(TYP.)

8'-6" 78'-6"

12'-0"

198139

METAL TRUNCATED DOMES.

SEE DETAIL #5/00-C504

(TYP.)

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

13+00 14+00 15+00 16+00 17+00 18+00

19+00

20+00

21+00

22+00

23+00 24+00 25+00

26+00

27+00

28+00

29+00

C-102

C1

C1

C1

C1

1/

/2

2:

:4

PM

SITE PLAN 2 OF 11

RAINY LAKE

335009

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

VOYAGEURS NATIONAL PARK 53

01-

C102KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:4

PM

J.R.

J.R.

01/16/2026

C.J.

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD

LOD

LOD

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

29+00 30+00 31+00

32+00

33+00

34+00

35+00

36+00 37+00 38+00

39+00

40+00

41+00

42+00 43+00 44+00

45+00

C-103

C102 C103

C104 C103

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:4

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:4

PM

SITE PLAN 3 OF 11

RAINY LAKE

335009

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

VOYAGEURS NATIONAL PARK 53

01-

C103KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD

LOD

LOD

LOD

LOD LOD

LODLODLOD

LOD

LOD

LODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLOD

LOD

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

45+00

46+00

47+00

48+00

49+00

50+00 51+00 52+00

53+00

54+00

55+00

56+00 57+00 58+00

59+00 60+00

C-104

UT-461

(PUBLIC ROAD)

C1

C1

C1

C1

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:4

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:4

PM

SITE PLAN 4 OF 11

RAINY LAKE

335009

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

VOYAGEURS NATIONAL PARK 53

01-

C104KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

EXTEND MILL AND OVERLAY TO EXISTING

TRANSVERSE JOINT ALONG UT-461

(CLIN 1)

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

COUNTY ROAD 9661+00

62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00

C-105

C1

C1

C106

C105

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:4

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:4

PM

SITE PLAN 5 OF 11

RAINY LAKE

335009

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

VOYAGEURS NATIONAL PARK 53

01-

C105KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1) 2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

8' WIDE CROSSWALK PER ABA

STANDARDS. SEE DETAIL #6/00-C501

(CLIN 1)

MILL AND OVERLAY INTERSECTION 3'

BEYOND EDGE OF ROADWAY. INSTALL EDGE

TREATMENT AROUND INTERSECTION

RADIUS TO THE POINT OF TANGENCY

H

H

H

H

H

H

H

H

H

H

H

B B B

B B

B

H

H

B B

E

E

E

E E E E

E E

E

E E E

E

E

E

E

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

LO

D

LO

D

LOD

LOD LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LOD

LOD

LODLOD

LOD

LOD

LO

D

LOD

COUNTY ROAD 96

COUNTY ROAD 96

76+00 77+00 78+00 79+00 80+00 81+00

82+00

83+00

84+00 85+00 86+00 87+00 88+00

89+00 90+00 91+00

+0

+4

EXISTING ASPHALT WALKWAY

END MILL AND

OVERLAY (CLIN 1)

LAT:N048° 35' 04.58"

LONG: W093° 09' 42.42"

B-103

B-104

B-105

B-106

C-106

C-107

C-108

C-109 C-110

C-111 C-112

C-113

C1

C1

C1

C1

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:5

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:5

PM

SITE PLAN 6 OF 11

RAINY LAKE

335009

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

RT-0901: RAINY LAKE VISITOR

CENTER LAUNCH AREA

(OPTION 3)

VOYAGEURS NATIONAL PARK 53

C108

C110

C109

C111

RT-900: RAINY LAKE VISITOR'S CENTER

PARKING LOT.

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

RELOCATE EXISTING

STOP BAR & STOP SIGN

(OPTION 3)

15'-0"

PROPOSED PARKING

EXPANSION (OPTION 3)

01-

C106KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

END CLIN 1 / BEGIN

OPTION 3

END CLIN 1 / BEGIN

OPTION 3

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

END CLIN 1 /

BEGIN OPTION 3

H

H

H

E

H

H

H

H

H

H

H

H

H

H

H

B B B

B B

B

H

H

B B

H

P

M

X

XX

X

E

E

E

E E E E

E E

E

E E E

E

E

E

E

H

LOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LO

D

LO

D

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD

LOD

LO

D

LODLOD

LO

D

LODLOD

LO

D

LO

D

LOD

LOD LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LOD

LOD

LODLOD

LOD

LOD

LO

D

LOD

COUNTY ROAD 96

83+00

84+00 85+00 86+00 87+00 88+00

89+00 90+00 91+00

+0

+4

EXISTING ASPHALT WALKWAY

END MILL AND

OVERLAY (CLIN 1)

LAT:N048° 35' 04.58"

LONG: W093° 09' 42.42"

B-103

B-104

B-105

B-106

C-106

C-107

C-108

C-109 C-110

C-111 C-112

C-113

C1

C1

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:5

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:5

PM

SITE PLAN 7 OF 11

RAINY LAKE

335009

RT-900: RAINY LAKE VISITOR'S CENTER

PARKING LOT.

RT-0901: RAINY LAKE VISITOR CENTER LAUNCH AREA

C108

C110

C109

C111

VOYAGEURS NATIONAL PARK 53

15'-0"

01-

C107KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #3/G002

(OPTION 3)

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

RELOCATE EXISTING

STOP BAR & STOP SIGN

(OPTION 3)

END CLIN 1 / BEGIN

OPTION 3

PROPOSED EDGE TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(OPTION 3)

END CLIN 1 / BEGIN

OPTION 3

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #3/G002

(OPTION 3)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

±5,090 SF OF PROPOSED

PAVEMENT PARKING AREA.

SEE DETAIL C1/G002

(OPTION 3)

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

END CLIN 1 /

BEGIN OPTION 3

H

H

H

H

B B B

B B

B

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LODLOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

COUNTY ROAD 9684+00

85+00

86+00 87+00

88+00

89+00

90+00

EXISTING ASPHALT WALKWAY

'-0

12'-0"

12'-0"

'-0

12'-0"

40'-0" M

IN.

12'-0" MIN.

21'-5" (E X.)

18' MIN.

9'-4"

(EX.)(9'-0"

MIN.)

B-103

B-104

C-106

C-107

C-108

15'-0"MIN.

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:0

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:0

PM

C108

SITE PLAN 8 OF 11

RAINY LAKE

335009

C110

C1

C1

EXISTING STRIPING TO BE

REPLACED

(TYP.) (OPTION 3)

EXISTING CROSSWALK TO BE

RESTRIPED. SEE DETAIL #6/00-C501

(TYP.) (OPTION 3)

±5,090 SF OF PROPOSED

PAVEMENT PARKING AREA.

SEE DETAIL C1/G002

(OPTION 3)

4" SOLID WHITE STRIPING

(OPTION 3) (TYP.)

PROPOSED 4" SOLID

WHITE STRIPING

(OPTION 3)

RELOCATE EXISTING

STOP BAR & STOP SIGN

(OPTION 3)

EXISTING CROSSWALK TO BE

RESTRIPED (OPTION 3)

EXISTING TREES TO REMAIN

(TYP.)

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

C109 C111

VOYAGEURS NATIONAL PARK 53

BOLLARDS TO BE TEMPORARILY REMOVED AS

NECESSARY FOR MILL & OVERLAY.

CONTRACTOR SHALL REPLACE BOLLARDS TO

EXISTING STATE BEFORE PROJECT COMPLETION.

(OPTION 3)

STOP SIGN W/ STOP BAR &

DIRECTIONAL STRIPING ARROW

(OPTION 3)

PROPOSED TRUCK &

TRAILER PARKING

(OPTION 3)

PROPOSED VAN

ACCESSIBLE SIGNAGE.

SEE DETAIL #1/00-C502

(OPTION 3)

EXISTING WHEEL STOPS TO BE

REPLACED W/ REMOVABLE

WHEEL STOPS (OPTION 3)

EXTEND EXISTING EDGE OF

PAVEMENT

(OPTION 3)

EXISTING GEODETIC SURVEY MARKER

SIGN TO REMAIN UNDISTURBED

01- C108

KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B

BBBBBBBBBBB

B B

B B

B B

B B

H

H

H

H

H

H

B

B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

END CLIN 1 / BEGIN OPTION 3

END CLIN 1 / BEGIN OPTION 3

PROPOSED REMOVABLE

WHEELSTOPS

(OPTION 3)

(2)-ABA COMPLIANT PARKING

SPOTS. SEE DETAIL #1/00-C502

'-0

10'-0" 10'-0"

10'-0"

40'-0"

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #3/G002

(OPTION 3)

PROPOSED EDGE TREATMENT.

SEE DETAIL #1/00-C501 (CLIN 1)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

8' WIDE CROSSWALK PER ABA

STANDARDS. SEE DETAIL #6/00-C501

(OPTION 3)

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

BENCHMARK "VOYAGEUR MNDT"

(BENCHMARK TO BE PROTECTED & REMAIN

UNDISTURBED DURING CONSTRUCTION)

BM #3

(BENCHMARK TO BE RESET/RELOCATED.

COORDINATE WITH PARK SERVICES)

VEHICLE DIRECTIONAL SIGNAGE.

SEE DETAIL #3/00-C504

PROPOSED "EXIT"

SIGNAGE W/ UP ARROW

R3-2 NO LEFT TURN SIGN

PROPOSED 12" SOLID WHITE

STRIPING @ 45° - 5' O.C.

(OPTION 3)

PROPOSED ACCESSIBLE

SIGNAGE. SEE DETAIL

#1/00-C502

(OPTION 3)

PROPOSED PARKING EXTENSION

ASPHALT AREA DOES NOT REQUIRE

SUBBASE PREP

H

H

H

H

H

H

B B

H

P

M

H

LOD

LODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LO

D

LOD

LOD

LOD LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LO

DLOD

LOD

LOD

LODLODLODLODLODLODLODLOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

COUNTY ROAD 96

88+00

89+00

90+00 91+00

+0

+4

'-0

40'-0" M

IN. END MILL AND

OVERLAY (CLIN 1)

LAT:N048° 35' 04.58"

LONG: W093° 09' 42.42"

B-104

C-109

C-110

15'-0"MIN.

'-0

" M

IN

TR

AV

EL

L

AN

E

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:0

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:0

PM

SITE PLAN 9 OF 11

RAINY LAKE

335009

PAVEMENT TO BE SAWCUT, REMOVED &

REPLACED OVER EXISTING CULVERT.

REGRADE EXISTING SUBGRADE TO MATCH

SURROUNDING GRADE.

(OPTION 3)

EXISTING STRIPING TO BE

REPLACED IN-KIND

(TYP.) (OPTION 3)

EXISTING CROSSWALK TO BE

RESTRIPED

(TYP.) (OPTION 3)

C108 C110

C1

C1

EXISTING TREES TO REMAIN

(TYP.)

EXISTING STRIPING TO BE

REPLACED & RECONFIGURED

(TYP.) (OPTION 3)

C109 C111

VOYAGEURS NATIONAL PARK 53

24" SOLID WHITE STOP BAR.

(OPTION 3)

01-

C109KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

'-0

10'-0"

10'-0"10'-0"

LIMITS OF FULL DEPTH

ASPHALT REPLACEMENT

FOR ACCESSIBLE PARKING

(TYP.) (OPTION 3)

6'-0"

PROPOSED VAN

ACCESSIBLE SIGNAGE

(OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #3/G002

(OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

END CLIN 1 / BEGIN OPTION 3

END CLIN 1 /

BEGIN OPTION 3

PROPOSED EDGE TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

8' WIDE CROSSWALK PER ABA

STANDARDS. SEE DETAIL #6/00-C501

(OPTION 3)

(2)-ABA COMPLIANT PARKING

SPOTS. SEE DETAIL #1/00-C502

PROPOSED REMOVABLE

WHEELSTOPS

(OPTION 3)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

VEHICLE DIRECTIONAL SIGNAGE.

SEE DETAIL #3/00-C504

±2,520 SF PROPOSED

CONCRETE WALKWAY

±183 LF PROPOSED 4" HEIGHT

CONCRETE CURB & GUTTER

(DESIGN B)

7'- 0"

REPLACE EXISTING 18" CMP

CULVERT & PIPE BEDDING.

SEE DETAIL #1/00-C109

(OPTION 3)

00- C109

PIPE CULVERT REPLACEMENT & BEDDING DETAIL

18" MIN.

UNDER BARREL

M

AT

C H

EX

IS

TI

N

G

98% COMPACTED

BACKFILL

1/

D

IA

GRANULAR BEDDING

OR COARSE FILTER

AGGREGATE

PROPOSED PAVEMENT

REPLACEMENT

NEW 18" CMP PIPE.

MATCH EXISTING INVERTS

SCALE: N.T.S.

1'-0" MIN. 1'-0" MIN.

PROPOSED REMOVABLE CONCRETE

BOLLARDS @ 10' MAX. SPACING O.C.

SEE DETAIL #2/00-C504

(TYP.) (OPTION 3)

PROPOSED 12" SOLID WHITE

STRIPING @ 45° - 5' O.C.

(OPTION 3)

CONCRETE WALKWAY TO

BE FLUSH WITH GUTTER

6'-0"

TAPER 4" CURB TO 0" HEIGHT

PROPOSED REMOVABLE CONCRETE

BOLLARDS @ 10' MAX. SPACING O.C.

SEE DETAIL #2/00-C504

(TYP.) (OPTION 3)

EXISTING CROSSWALK TO BE

RESTRIPED

(TYP.) (OPTION 3)

NOTE: 4:1 MAX. SLOPE FOR PIPE EXCAVATION

APPROXIMATE LOCATION OF SINK HOLES.

FILL EXISTING SINK HOLES W/ EDGE

TREATMENT AGGREGATE

PROPOSED VISITOR CENTER

WALKWAY - SEE GRADING PLAN

(SHEET 02-C117) FOR DETAILS

(OPTION 5)

END OPTION 3 / BEGIN OPTION 5

198139

METAL TRUNCATED DOMES.

SEE DETAIL #5/00-C504

(TYP.)

METAL TRUNCATED

DOMES. SEE DETAIL

#5/00-C504

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LO

D

LO

D

LODLOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

COUNTY ROAD 9684+00

85+00

86+00 87+00

88+00

89+00

90+00

EXISTING ASPHALT WALKWAY

'-0

12'-0"

12'-0"

'-0

40'-0" M

IN.

B-105

C-106

C-111

'-0

" M

IN

TR

AV

EL

L

AN

E

'-5

11'-5"

45'-0" M

IN. LENGTH

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:0

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:0

PM

SITE PLAN 10 OF 11

RAINY LAKE

335009

EXISTING TREES TO REMAIN

(TYP.)

EXISTING CROSSWALK & STOP

BAR TO BE RESTRIPED

(OPTION 3)

C108 C110

C109 C111

C1

C1

C1

C1

PROPOSED STOP BAR &

STOP SIGN

(OPTION 3)

VOYAGEURS NATIONAL PARK 53

EXISTING WETLANDS

01-

C110KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

END CLIN 1 / BEGIN OPTION 3

END CLIN 1 / BEGIN OPTION 3

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(OPTION 3)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(OPTION 3)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(CLIN 1)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(OPTION 3)

DOUBLE YELLOW CENTERLINE

STRIPING TO BE RESTRIPED

(TYP.) (CLIN 1)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

EXISTING STRIPING TO BE

REPLACED IN-KIND

(TYP.) (OPTION 3)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

BM #3

(BENCHMARK TO BE RESET

AFTER MILL AND OVERLAY)

4" SOLID WHITE

STRIPING

EXISTING LIGHT POLE

TO BE PLACED IN KIND

ON NEW CONCRETE

BASE (OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #3/G002

(OPTION 3)

EDGE TREATMENT WIDTH TO MATCH EXISTING

TREATMENT EXTENTS AROUND RADIUS

X

X

X X

XX X

X

X

X X

LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

18'-0" MIN.

11'-10" (8

' MIN.)

48'-0"

11' -0"

B-106

C-112

C-113

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:1

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:1

PM

SITE PLAN 11 OF 11

RAINY LAKE

335009

EXISTING STRIPING TO BE

REPLACED

(OPTION 3) (TYP.)

ACCESSIBLE SPOTS TO BE RESTRIPED

WITHIN ABA COMPLIANCE

(OPTION 3)

EXISTING TREES TO REMAIN

(TYP.)

EXISTING BOAT RAMP

ABA ACCESSIBLE TRAILER

SPACE TO BE RESTRIPED

(OPTION 3)

C1

C1

VOYAGEURS NATIONAL PARK 53

RAINY LAKE

ACCESSIBLE PARKING

SYMBOL.

(OPTION 3) (TYP.)

4" SOLID WHITE STRIPING

(OPTION 3)

01-

C111KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA: 0+00

PROPOSED EDGE TREATMENT.

SEE DETAIL #1/00-C501

(OPTION 3)

PROPOSED EDGE

TREATMENT.

SEE DETAIL #1/00-C501

(OPTION 3)

PROPOSED REMOVABLE

WHEELSTOPS

(TYP.) (OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

EXISTING STRIPING TO BE

REPLACED IN-KIND

(TYP.) (OPTION 3)

LEGEND

PROPOSED CONCRETE PAVING

2" MILL & OVERLAY

PROPOSED ASPHALT PAVEMENT

EDGE TREATMENT

LIMITS OF DISTURBANCE

BORING LOCATION

LOD

CONTROL POINT TABLE

(NAD 83; KOOCHICHING COUNTY COORDINATE SYSTEM)

POINT NORTHING EASTING ELEVATION

BM #1 373838.3360 635354.2640 1117.95

BM #2 369658.8530 642440.7530 1113.58

BM #3 370001.8610 641715.7910 1132.00

VOYAGEUR MNDT 319435.1430 402961.5450 1132.36

BM #2

(BENCHMARK TO BE RESET/RELOCATED.

COORDINATE WITH PARK SERVICES)

52'-7" (EXISTING)

11'-8"

(EX.)

"LAW ENFORCEMENT

PARKING ONLY" SIGN

20'

SOLID RED STRIPING

@ 45° - 5' O.C.

(OPTION 3)

EXISTING LIGHT POLE TO BE

PLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE TO BE

PLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE TO BE

PLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE TO BE

REPLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE TO BE

REPLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING TREES TO REMAIN

(TYP.)

EXISTING LIGHT POLE TO BE

REPLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE TO BE

PLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE TO BE

PLACED IN KIND ON NEW

CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE TO BE PLACED IN

KIND ON NEW CONCRETE BASE (OPTION 3)

EXISTING LIGHT POLE

TO BE PLACED IN KIND

ON NEW CONCRETE

BASE (OPTION 3)

2" MILL & OVERLAY EXISTING ASPHALT.

SEE TYPICAL SECTION #2/G002

(OPTION 3)

B

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD LOD LOD LOD LOD

LOD

LOD LOD LOD

LOD

LO

D

LO

D

LOD

LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

RT-0010: PARK ROAD (A.K.A. COUNTY ROAD 96)

(PUBLIC ROAD - SPEED LIMIT 35 MPH)

HW

Y

E

(P

UB

LI

C

R/ W

SP

EE

D

LI

M

IT

M

PH

EXISTING ASPHALT WALKWAY

0+00 1+00 2+00 3+00

4+00

5+00

START MILL AND OVERLAY

LAT:N048° 35' 44.15"

LONG: W093° 11' 26.98"

1118.04 1117.79

1120.54

1118.62

1121.60

1121.44

1117.97

1117.84 1117.83

1118.74

1119.50

1119.78 1119.42

1118.02

1117.88

1117.99

1118.62

1117.97

1117.98

1117.93

1117.86 1117.80

1117.86

1117.95

1118.78

0.7%

3.4%

4.2%

2.3%

2.4%

1.8%

3.0% 4.1%

1.

5%

1118.72

1117.90 1117.71

1120.88

1120.70

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO. DRAWING NO.

PMIS/PKG NO.

SHEET

OF

LOCATION WITHIN PARK

TITLE OF SHEET

A/E FIRM

CROFT &

ASSOCIATES

KENNESAW,

GEORGIA

NAME OF PARK

1/

/2

2:

:2

PM

J.R.

J.R.

01/16/2026

C.J.

1/

/2

2:

:2

PM

VOYAGEURS NATIONAL PARK

GRADING PLAN 1 OF 6

335009

26 53

01-

C112KEY PLAN

H

H

H

H

H

E

H

H

H

H

H

B

B

B

B

B

B B

BBBBBBBBBB

B

B B

B B

B B

B

H

H

H

H

H

H

B B

B

B B

B

H

H

B

B

B

B

B

B

B

H

CO

P

M

BBB

STA:0+00

LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

LIMITS OF DISTURBANCELOD

XXXX.XX

XXXX.XX

XX

NOTE: PROPOSED WORK DEPICTED IN THIS VIEW ARE CLIN 1

RAINY LAKE

PROPOSED ASPHALT

PARKING AREA

EXISTING ASPHALT ROAD

W/ NEW 2" OVERLAY

LIGHT DUTY ASPHALT SECTION.

SEE DETAIL C1/00-G002

PROPOSED REMOVABLE

WHEEL STOP

19.75' / VARIES (SEE SITE PLAN)

LONGITUDINAL PAVEMENT

JOINT ADHESIVE (TYP.)*

5' WIDE

CONCRETE

SIDEWALK

GRADE VARIES

(SEE GRADING PLAN)

1/2" ISOLATION JOINT W/ PREFORMED JOINT FILLER

BETWEEN ASPHALT & CONCRETE SIDEWALK

1.5% MAX.

GRADE

1'

SIDEWALK

SHOULDER

(6% MAX.)

2:1 MAX. SLOPE

2' MIN. FOR

OVERHANG

PROPOSED PARKING SECTION A-A

A

A

*NOTE: LONGITUDINAL PAVEMENT JOINT ADHESIVE

REQUIRED WHERE PROPOSED ASPHALT MEETS

EXISTING ASPHALT OR CURB & GUTTER.

RESET EXISTING SIGN ON

PROPOSED GRADE

H

H

H

H

B B B

B B

B

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LO

D

LO

D

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LODLOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LO

D

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LOD

LOD

COUNTY ROAD 9684+00

85+00

86+00 87+00

88+00

89+00

90+00

EXISTING ASPHALT WALKWAY

1131.06

1131.09

1132.03

1131.68

1131.02

1134.14

1133.08

1133.02

1132.31

1131.24

1133.92

1131.83

1131.92

1131.09

1131.19

1131.44

1131.49

1131.58

1131.35

1131.43

1131.52 1131.45

1131.15 1131.12

1134.57

1134.38

1.5%2.8

1.9% 2.0%

1.9%

2.7%

1.8%

2.5% 1.7% 2.2%

1132.30 1132.122.6%

1131.22

1132.14

1131.47

1132.13 1131.84

1132.50 1132.24

2.

5%

4.3

1.5%

DATE:

TECH REVIEW:

DESIGNED: SUB SHEET NO.

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