Susitna Landing Boat Launch and Facility Renovation F-13-D-188 2011280224 - Plans.pdf

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

TITLE SHEET & DRAWING INDEX

01 636/26/26 251029

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VICINITY MAP

JUNE 2026

WILLOW, ALASKA

SUSITNA LANDING BOAT LAUNCH &

FACILITY RENOVATION

LOCATION

PROJECT

PA

RK

S

HI

G

HW

AY

SU

SI

TN

A

RI

VE

R

KASHWITNA

RIVER

BARROW

FAIRBANKS

BEAUFORT SEA

JUNEAU

ANCHORAGE

GULF OF ALASKA

NOME

CHUKCHI SEA

BETHEL

DILLINGHAM

BRISTOL BAY

UNALASKA/DUTCH HARBOR

KOTZEBUE

STATE OF ALASKA

PROJECT

LOCATION

SEWARD

KODIAK

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/2 /26

OR

OH

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AKAF AL

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Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

ANCHORAGE

TALKEETNA

DRAWING INDEX

SHEET TITLE SHEET

NUMBER

TITLE SHEET & DRAWING INDEX 01

GENERAL NOTES, ABBREVIATIONS, & LEGEND 02

SURVEY CONTROL & EXISTING CONDITIONS 03

DEMOLITION PLAN 04

DEMOLITION PLAN 05

UTILITY DEMOLITION PLAN 06

UTILITY DEMOLITION PLAN 07

PROJECT OVERVIEW PLAN 08

SITE PLAN 09

SITE PLAN 10

LINE & CURVE TABLES 11

LINE & CURVE TABLES 12

ROADWAY PLAN & PROFILE 13

GRADING PLAN 14

DRAWING INDEX

SHEET TITLE SHEET

NUMBER

GRADING PLAN 15

GRADING POINT TABLES 16

GRADING POINT TABLES 17

BOAT LAUNCH PLAN 18

BOAT LAUNCH PROFILE 19

BOAT LAUNCH TYPICAL SECTIONS 20

BOAT LAUNCH TYPICAL SECTIONS 21

APPROACH AND ABUTMENT DETAILS 22

PLANK DETAILS 23

PLANK DETAILS 24

TIMBER SLEEPER & PILE DETAILS 25

FLOAT PLANS 26

FLOAT DETAILS 27

FLOAT DETAILS 28

DRAWING INDEX

SHEET TITLE SHEET

NUMBER

TYPICAL SECTIONS 29

SITE SECTIONS 30

SIGN & STRIPING PLAN 31

SIGN & STRIPING PLAN 32

SIGN SCHEDULE 33

SIGN AND STRIPING DETAILS 34

CIVIL DETAILS 35

CIVIL DETAILS 36

STREAMBANK DETAILS 37

CAMPGROUND SITE PLAN 38

VAULT TOILET DETAILS 39

WATER PLAN & PROFILE 40

WATER DETAILS 41

SEWER PLAN & PROFILE 42

DRAWING INDEX

SHEET TITLE SHEET

NUMBER

SEWER DETAILS 43

PLUMBING DEMOLITION PLAN 44

PLUMBING PLAN 45

PLUMBING DETAILS 46

PLUMBING DETAILS 47

PLUMBING DETAILS 48

EROSION & SEDIMENT CONTROL PLAN 49

PROJECT PHASING PLAN 50

LANDSCAPE SITE PLAN - NORTH 51

LANDSCAPE SITE PLAN - SOUTH 52

LANDSCAPE SITE PLAN - CAMPGROUND 53

LANDSCAPE DETAILS 54

ELECTRICAL LEGEND AND ONE-LINE DIAGRAMS 55

DAY USE AREA ELECTRICAL SITE PLAN - DEMOLITION 56

DRAWING INDEX

SHEET TITLE SHEET

NUMBER

DAY USE AREA ELECTRICAL SITE PLAN - REMODEL 57

BC CAMP LOOP ELECTRICAL SITE PLAN - REMODEL 58

ELECTRICAL DETAILS 59

ELECTRICAL SPECIFICATIONS 60

ELECTRICAL SPECIFICATIONS 61

GATE DETAILS 62

GATE DETAILS 63

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

GENERAL NOTES, ABBREVIATIONS, &

LEGEND

02 636/26/26 251029

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AAC ALASKA ADMINISTRATIVE CODE

AASHTO AMERICAN ASSOCIATION OF STATE

HIGHWAY TRANSPORTATION

OFFICIALS

AC ASPHALT CONCRETE

ACB ARTICULATING CONCRETE BLOCKS

ADA AMERICANS WITH DISABILITIES ACT

ADEC ALASKA DEPARTMENT OF

ENVIRONMENTAL CONSERVATION

AK ALASKA

APPROX APPROXIMATE

ASTM AMERICAN SOCIETY FOR TESTING

& MATERIALS

AVAP AS VERTICAL AS POSSIBLE

BOP BEGINNING OF PROJECT

CIP CAST-IN-PLACE

CLR CLEAR, CLEARANCE

CMP CORRUGATED METAL PIPE

CSP CORRUGATED STEEL PIPE

CO CLEANOUT

CW CONTINUOUS WELD

DIA DIAMETER

DIP DUCTILE IRON PIPE

E EASTING

EA EACH

ELB ELBOW

ELEV ELEVATION

EOP END OF PROJECT

FF FINISHED FLOOR

FT FEET

GAL GALLON

GALV GALVANIZED

GI GALVANIZED IRON

GNSS GLOBAL NAVIGATION SATELLITE SYSTEM

GPM GALLONS PER MINUTE

HDPE HIGH DENSITY POLYETHYLENE

H, HORZ HORIZONTAL

HS HIGH STRENGTH

I.D. INSIDE DIAMETER

INV INVERT

IN INCHES

L LENGTH

LF LINEAR FOOT

LT LEFT

MAX MAXIMUM

MH MANHOLE

MIN MINIMUM

N NORTHING

NGS NATIONAL GEODETIC SURVEY

NO. NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OHW ORDINARY HIGH WATER

OPUS ONLINE USER POSITIONING SERVICE

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PL PLATE

PSI POUNDS PER SQUARE INCH

PT POINT, POINT OF TANGENCY

PVC POLYVINYL CHLORIDE

PVI POINT OF VERTICAL INTERSECTION

R RADIUS

REQ'D REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RTK REAL TIME KINEMATIC

SCH SCHEDULE

SDR STANDARD DIMENSION RATIO

SF SQUARE FOOT

SHLD SHOULDER

ST STAND PIPE

STA STATION

STD STANDARD

STL STEEL

SQ SQUARE

SWPPP STORM WATER POLLUTION

PREVENTION PLAN

SYMM SYMMETRICAL

T TANGENT

t, THK THICKNESS

TYP TYPICAL

T&B TOP & BOTTOM

V, VERT VERTICAL

VC VERTICAL CURVE

WWF WELDED WIRE FABRIC

w/ WITH

Ø DIAMETER

℄ CENTER LINE

± PLUS OR MINUS

Δ DELTA

GENERAL NOTES

OWNER: ALASKA DEPARTMENT OF FISH & GAME

GENERAL

SEE PROJECT SPECIFICATIONS, REPORTS, AND PERMITS FOR ADDITIONAL REQUIREMENTS AND INFORMATION.

1. INCIDENTAL PROPERTY DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO ITS PRECONSTRUCTION CONDITION OR

BETTER AT NO ADDITIONAL COST TO THE OWNER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, PERMITS AND

SAFETY REQUIREMENTS.

3. THE LOCATIONS OF EXISTING FEATURES AND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. ADDITIONAL UTILITIES NOT SHOWN IN THESE DRAWINGS MAY BE PRESENT. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS IN THE FIELD AS NECESSARY, PRIOR TO BEGINNING WORK. THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD SHALL BE RECORDED ON THE CONTRACTOR'S RECORD DRAWINGS. CONTACT LOCAL UTILITY COMPANIES PRIOR TO ANY/ALL

EXCAVATIONS.

4. GRADING AND FINAL ALIGNMENT OF UTILITIES AND PIPING ARE SUBJECT TO MINOR REVISIONS BY THE ENGINEER TO FIT SITE

CONDITIONS, AT NO ADDITIONAL COST.

5. PROVIDE TEMPORARY AND PERMANENT STABILIZATION FOR DISTURBED AND EXPOSED SOILS DURING CONSTRUCTION IN

COMPLIANCE WITH ADEC CONSTRUCTION GENERAL PERMIT AND SWPPP REQUIREMENTS.

SURVEY INFORMATION

THE BASIS FOR COORDINATES ARE NAD83 (2011), ALASKA STATE PLANE ZONE 4 IN US SURVEY FEET. VERTICAL DATUM IS NAVD88, GEOID 12B. EXISTING MONUMENTATION, CONTROL POINTS, AND ADDITIONAL INFORMATION IS SHOWN ON THE EXISTING CONDITIONS & SURVEY CONTROL SHEET. CONTRACTOR SHALL PROVIDE QUALIFIED SURVEYORS TO ESTABLISH AND MAINTAIN ADDITIONAL CONTROL AS

REQUIRED.

APPLICABLE CODES AND STANDARDS

THE FOLLOWING SPECIFICATIONS, STANDARDS AND CODES ARE APPLICABLE:

1. ALASKA DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION

2020 EDITION.

2. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS, CURRENT EDITION

3. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), "STEEL

CONSTRUCTION MANUAL, CURRENT EDITION"

4. AMERICAN CONCRETE INSTITUTE (ACI), BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - ACI 301-11

5. AISC CODE OF STANDARD PRACTICE.

6. AWS D1.1 STRUCTURAL WELDING CODE-STEEL, 2010 EDITION

7. ALUMINUM DESIGN MANUAL (ADM), 2020

8. UNITED STATES ACCESS BOARD, ACCESSIBLE BOATING FACILITIES, 2003

9. CA DEPARTMENT OF PARKS AND RECREATION - LAYOUT AND DESIGN GUIDELINES FOR BOAT LAUNCHING FACILITIES.

10. OREGON STATE MARINE BOARD - DESIGN GUIDELINES FOR RECREATIONAL BOATING FACILITIES, 3RD EDITION.

DESIGN VEHICLE

TURNING MOVEMENTS: AASHTO DESIGN VEHICLE: P/B - CAR AND BOAT TRAILER. (19 FT TRUCK WITH 23 FT TRAILER. 42 FT TOTAL LENGTH, 8

FT WIDTH.)

EXISTING PROPOSED

ABBREVIATIONS

EXISTING PROPOSED

LEGEND

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 /26

OR

OH

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No tes

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Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

PROPERTY BOUNDARY

RIPRAP

WOOD FLOATS

CONCRETE PAVERS/PLANKS

BREAKLINE

TREELINE / CLEARING AND GRUBBING

CONTOUR (MAJOR)

CONTOUR (MINOR)

CULVERT

CUT LIMITS

FILL LIMITS

ABANDONED WATER LINE

WATER LINE

ABANDONED SEWER LINE

SEWER LINE

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND COMM LINE

CHAINLINK FENCE

ROOTWAD

CONCRETE

GRAVEL

LEACH FIELD

LANDSCAPED AREAS

DITCH

SWALE

ELECTRICAL JUNCTION BOX

ELECTRICAL METER

ELECTRICAL PEDESTAL

ELECTRICAL TRANSFORMER

ELECTRICAL PANEL

ELECTRIC RV PEDESTAL

POWER POLE

BOLLARD

FLAG POLE

LIGHT POLE

SANITARY SEWER/SEPTIC VENT

SINGLE POST SIGN

DOUBLE POST SIGN

TELEPHONE PEDESTAL

WATER VALVE

WATER WELL

GUY ANCHOR

SANITARY SEWER MAN HOLE

FUEL TANK

GATE

BOAT LAUNCH AND DOCK DESIGN PARAMETERS:

OWNER ALASKA DEPARTMENT OF FISH & GAME

DESIGN LIFE 20 YEARS

GENERAL FLOATING DOCK IS DESIGNED FOR SEASONAL (SUMMER) USE AND SHALL BE REMOVED FROM SERVICE PRIOR TO

FREEZE UP.

DESIGN VESSEL 22-FT OVERALL LENGTH, 8.5-FT BEAM WIDTH, 1-FT OPERATING DRAFT, 6,000LB OPERATING WEIGHT

WIND LOAD EXTREME: 117 MILE PER HOUR 3 SECOND GUST ADJUSTED TO 30-SECOND DURATION WITH VESSEL SHAPE

FACTORS. ONE DESIGN VESSEL MOORED BETWEEN ADJACENT PILES.

DEAD LOAD ALL

LIVE LOAD FLOATS: 50 POUNDS PER SQUARE FOOT UNIFORM LOAD

LAUNCH RAMP: AASHTO HS-20 AND 966 LOADER W/ FULL BUCKET

FREEBOARD 10 INCHES UNDER DEAD LOAD ONLY.

IMPACT DESIGN VESSEL AT VELOCITY OF 3.0 FEET/SECOND, VESSEL IMPACT ANGLE OF 30°.

ICE IMPACT 64 POUNDS PER SQUARE INCH FOR A DEPTH OF 3 FEET ABOVE MUDLINE.

FROST JACKING 25 POUNDS PER SQUARE INCH FOR A DEPTH OF 3 FEET BELOW MUDLINE.

WATER LEVELS DESIGN HIGH WATER = 155'

DESIGN LOW WATER = 150'

KASHW

ITN

A R

IV

ER

SU

SITN

A R

IVER

GOVT. LOT 2

PLAT:1998-46 PRD

ABANDONED

LEACH

FIELD

ABANDONED

LEACH FIELD

TRAIL

CAMPGROUND

TO RIVER

A LOOP

C LOOP

B LOOP

RIVER ACCESS

TRAIL

T.21 N, SECT. 13, R.5 W

LOT 15

PLAT:2021-164 LOT 14 PLAT:2021-164

66' PUBLIC ACCESS EASEMENT

50' ROW

BOOK 119 PAGE 589

50' ROW AND UTILITY

EASEMENT RECORD DOC.

No. 2002-018739-0

DAY USE

AREA

DUMPSTER

BAY

DUMPSTER

BAY

DUMPSTER

BAY

DREDGE

WASTE PILE

GOVT. LOT 2

T.21 N, SECT. 18, R.4 W

T. 21 N, SECT. 12, R. 5W

LOT 11

PLAT:2021-164

T.21 N, SECT. 13, R.5 W T.21 N, SECT. 13, R.5 W

T.21 N, SECT. 18, R.4 W

GOVT. LOT 3

UNSUBD.GOVT. LOT 3

LOT 13 PLAT:2021-164

LOT 12 PLAT:2021-164

1''-80' 2025-2

ISSUED FOR BID

6/26/2026

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

SURVEY CONTROL & EXISTING

CONDITIONS

03 636/23/26 251029

ZS

IB

REMOVE CULVERT

REMOVE AND REUSE

PARKING BUMPER, TYP

EXISTING DOUBLE VAULT TOILET

PROTECT IN PLACE

INFORMATION KIOSK TO BE REMOVED

BY OTHERS PRIOR TO CONSTRUCTION

REMOVE AND REUSE PAY

STATION KIOSK AND SHELTER

SEE NOTE 5

EXISTING WEATHERPORT AND FUEL TANK

TO BE REMOVED BY OTHERS PRIOR TO CONSTRUCTION

OFFICE BUILDING AND FUEL TANK TO BE

REMOVED BY OTHERS PRIOR TO

CONSTRUCTION

REMOVE EXISTING FLOATS

EXISTING PAVILION

AND CONCRETE SLAB

PROTECT IN PLACE.

SEE NOTE 8

REMOVE CONCRETE ALCOVE

REMOVE FENCE, TYP

REMOVE LAUNCH ACB MAT

KASHW

ITN

A R

IV

ER

REMOVE ALL CONCRETE/AC PAVEMENT PATHWAYS AND

PARKING STALLS UNLESS OTHERWISE NOTED, TYP

CAMP LOOP B

EXISTING EDGE OF GRAVEL, TYP

APPROXIMATE TOP OF BANK

PROPERTY BOUNDARY

EXISTING SHOWER HOUSE

PROTECT IN PLACE

REMOVE CONCRETE

SLAB, TYP

REMOVE LIFE JACKET KIOSK

REMOVE CONCRETE ABUTMENT

ADA PARKING SIGN

TO BE REMOVED BY

OTHERS PRIOR TO

CONSTRUCTION

SALVAGE ANGLER/BOATER

INFORMATION SIGN

SALVAGE INFORMATION

BOARD

REMOVE AND REUSE SUSITNA LANDING

SIGN. SEE NOTE 6.

REMOVE SIGN

REMOVE CAMP LOOP SIGNS.

REMOVE AND REUSE SIGN POST.

EXISTING PROPANE TANK

PROTECT IN PLACE

EXISTING CULVERT, TYP

PROTECT IN PLACE

CLEARING & GRUBBING LIMITS, TYP

SEE NOTE 7.

SALVAGE SIGNS

REMOVE GATE

REMOVE FLAG POLE

REMOVE AND REUSE

PET STATION SIGN

ADA PARKING SIGN

TO BE REMOVED BY OTHERS

PRIOR TO CONSTRUCTION

DEMOLITION SCHEDULE

DESCRIPTION QUANTITY UNIT REMOVE

& REUSE

202.0001.0000 - REMOVAL OF STRUCTURES AND

OBSTRUCTIONS

FENCE 450 LF NO

GATE 1 EA NO

ELECTRIC HOOKUPS 9 EA NO

LAUNCH FLOATS 40.5 LF NO

LAUNCH ACB MAT 700 SF NO

MANHOLE COVER & FRAME 1 EA NO

BOLLARD 2 EA NO

FLAG POLE 1 EA NO

HOLDING TANK, LINE, &

ALARM 1 EA NO

SEWER CLEANOUT 1 EA NO

PAY STATION KIOSK &

SHELTER 1 EA YES

ELECTRIC PANEL 1 EA NO

PARKING BUMPER 17 EA YES

LEACH FIELD 2 EA NO

CONCRETE ALCOVE 5 EA NO

202.0003.0000 - REMOVAL OF SIDEWALK

1941 SY NO

202.0004.0000 - REMOVAL OF CULVERT PIPE

30 LF NO

615.0002.0000 - REMOVE AND RELOCATE SIGN

SIGNS 8 EA YES

615.0006.0000 - SALVAGE SIGN

SIGNS 4 EA NO

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

DEMOLITION PLAN

04 636/26/26 251029

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PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/2 /26

OR

OH

LE

R

- J

:\2

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9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

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De mo liti on

P lan

.dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

0 40 80 120 FT20

MATCH LINE - SEE SHEET 05

NOTES:

1. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL

EXISTING ARTICULATING CONCRETE BLOCK LAUNCH, CIP

CONCRETE, MISCELLANEOUS CONCRETE DEBRIS, TIMBER

FLOAT UNITS, AC PAVEMENT, EXCAVATION SPOILS AND ALL

OTHER MATERIAL ASSOCIATED WITH THE DEMOLITION AND

INSTALLATION OF THE NEW BOAT LAUNCH AND FLOATS

WITHIN THE AREA OF DISTURBANCE.

2. ITEMS DESIGNATED "REMOVE" SHALL BE DEMOLISHED AND

DISPOSAL WORK SHALL BE DONE IN ACCORDANCE WITH

FEDERAL, STATE, AND LOCAL CODES AND STANDARDS. ALL

PROJECT SPECIFIC PERMITS SHALL BE FOLLOWED.

3. ITEMS DESIGNATED "REMOVE AND REUSE" ARE TO BE

REMOVED AND STORED IN A MANNER TO PREVENT DAMAGE

DURING CONSTRUCTION.

4. ITEMS DESIGNATED "SALVAGE" SHALL BE TRANSFERRED TO

THE OWNER OR STORED AT AN OWNER DESIGNATED

LOCATION ON SITE.

5. PAY KIOSK AND SHELTER SHALL BE REMOVED AND REUSED.

PROTECT FROM DAMAGE. EXISTING CONCRETE SLAB SHALL

BE REMOVED.

6. SIGN POSTS SHALL BE CUT AT GRADE AND THE

FOUNDATION REMOVED UNLESS OTHERWISE INDICATED.

7. LIMIT CLEARING AND GRUBBING TO THE EXTENT

NECESSARY TO COMPLETE CONSTRUCTION.

8. SAW CUT EXISTING ASPHALT PAD AROUND OUTER EXTENTS

OF EXISTING PAVILION ROOF DRIP LINE. CONCRETE PAD

WITHIN THE PAVILION TO REMAIN.

9. SEE SHEETS 6 & 7 FOR UTILITY DEMOLITION.

*SCHEDULE INCLUDES ITEMS SHOWN ON SHEETS 04, 05, 06, AND 07.

**SEE SHEET 33 FOR SIGN SCHEDULE.

REMOVE CONCRETE ALCOVE

REMOVE CONCRETE ALCOVE

CAMP LOOP A

CAMP LOOP C

CAMP LOOP B

TRAIL TO SUSITNA RIVER

REMOVE CONCRETE ALCOVE

REMOVE CONCRETE ALCOVE

POTENTIAL VEGETATIVE MAT

COLLECTION LOCATIONS

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/2 /26

OR

OH

LE

R

- J

:\2

5\2

9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

. D ra wi ng s\C ivi l\0 4-

De mo liti on

P lan

.dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

DEMOLITION PLAN

05 636/26/26 251029

OTR

AWJ

0 40 80 120 FT20

MATCH LINE - SEE SHEET 04

NOTE:

1. SIGNS WITHIN CAMP LOOPS A, B, AND C SHALL BE

PROTECTED IN PLACE.

EXISTING DOUBLE VAULT TOILET

PROTECT IN PLACE

SEE ELECTRICAL.

EXISTING WEATHERPORT AND FUEL TANK

TO BE REMOVED BY OTHERS PRIOR TO CONSTRUCTION

PROTECT EXISTING

WELL, SEE NOTE 6

REMOVE ELECTRIC PANEL AND BOLLARDS

OFFICE BUILDING AND FUEL TANK TO BE

REMOVED BY OTHERS PRIOR TO

CONSTRUCTION

REMOVE RV POWER PEDESTALS,

TYP.

REMOVE ASSOCIATED UGE LINES

EXISTING EDGE OF GRAVEL, TYP

PROPERTY BOUNDARY

REMOVE SEPTIC ALARM

EXISTING SHOWER HOUSE

PROTECT IN PLACE

EXISTING ABANDONED 1.5" HDPE FORCE MAIN

REMOVE ELECTRIC PEDESTALS, TYP

SEE NOTE 10

HOLDING TANK,

SEWER LINE, AND

CLEANOUTS,

PROTECT IN PLACE

REMOVE SEWER CLEANOUT, TYP, SEE NOTE 4

DECOMMISSION AND REMOVE HOLDING TANK

REMOVE EXISTING BURIED ELECTRIC LINES

SEE ELECTRICAL SITE PLAN - DEMOLITION

AND NOTE 9ABANDON WATER LINE,

TYP

EXISTING PROPANE TANK

PROTECT IN PLACE

REMOVE MANHOLE

COVER AND FRAME

EXISTING ABANDONED

2" GI FORCE MAIN

20 LF EXISTING WATER

LINE TO REMAIN, SEE

NOTES 3 AND 7

ABANDON SEWER LINE, SEE NOTE 4

REMOVE HOSE BIBB AND RISER, SEE NOTE 8

R100'

10 LF EXISTING WATER LINE TO

REMAIN, SEE NOTES 3 AND 6

REMOVE SEWER

RISER, SEE NOTE 5

REMOVE WATER

RISERS, SEE NOTE 8

REMOVE SEWER LINE,

SEE NOTE 5

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

UTILITY DEMOLITION PLAN

06 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/2 /26

OR

OH

LE

R

- J

:\2

5\2

9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

. D ra wi ng s\C ivi l\0 6-

Ut ilit y D em oli tio n P lan

.dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

0 30 60 90 FT2010

NOTES:

1. ITEMS DESIGNATED "REMOVE" SHALL BE DEMOLISHED

AND DISPOSAL WORK SHALL BE DONE IN ACCORDANCE

WITH FEDERAL, STATE, AND LOCAL CODES AND

STANDARDS. ALL PROJECT SPECIFIC PERMITS SHALL BE

FOLLOWED.

2. ITEMS DESIGNATED "ABANDON" SHALL BE ABANDONED IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL CODES

AND STANDARDS.

3. LOCATIONS OF EXISTING AND ABANDONED UTILITIES

SHOWN ON THE DRAWINGS ARE APPROXIMATE.

CONTRACTOR MUST VERIFY THE LOCATION OF THE

EXISTING WATER LINE TO THE WELL AND SHOWERHOUSE.

4. ALL ABANDONED SEWER PIPE, RISERS, AND CLEANOUT

ENDS MUST BE PLUGGED WITH WATERTIGHT CAP OR END

PLUG. PIPE 4" AND LARGER MUST BE FILLED WITH SAND

SLURRY PRIOR TO BEING PERMANENTLY SEALED.

5. ALL EXISTING SEWER PIPE, RISERS, CLEANOUTS, AND

OTHER RELATED COMPONENTS MUST BE REMOVED AND

DISPOSED OF WITHIN 100' OF THE WELL.

6. AT A MINIMUM, 10 LF OF WATER LINE CONNECTED TO THE

ARTESIAN WELL MUST REMAIN. EXCAVATION REQUIRED

TO LOCATE WATER LINE MUST NOT DISTURB CEMENTED

AND / OR BENTONITE SEAL AROUND WELL CASING,

CLEANLY CUT, CAP, AND PROTECT WATER LINE

CONNECTED TO WELL.

7. AT A MINIMUM, 20 LF OF WATER LINE CONNECTED TO THE

SHOWERHOUSE MUST REMAIN. CLEANLY CUT, CAP, AND

PROTECT WATER LINE CONNECTED TO SHOWERHOUSE.

8. REMOVE AND DISPOSE OF EXISTING OFFICE BUILDING

WATER RISERS TO 2' BELOW FINISHED GRADE. CUT AND

PLUG PIPE WITH WATERTIGHT CAP.

9. UNDERGROUND ELECTRIC LINES SHALL BE REMOVED

WHEN ENCOUNTERED DURING EXCAVATION OR

TRENCHING. UNDISTURBED ELECTRIC LINES TO BE

ABANDONED.

10. ELECTRIC PEDASTALS AND ASSOCIATED ELECTRIC LINES

SHALL BE REMOVED TO A MINIMUM ONE FOOT BELOW

GROUND.

MATCH LINE - SEE SHEET 07

LEGEND:

REMOVE UTILITY

ABANDON UTILITY

ABANDON

LEACH FIELD,

SEE NOTES

ABANDON LEACH

FIELD, SEE NOTES

CAMP LOOP B

EXISTING ABANDONED

1.5" HDPE FORCE MAIN

DECOMMISSION SEWER

VAULT, SEE NOTE 5

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/2 /26

OR

OH

LE

R

- J

:\2

5\2

9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

. D ra wi ng s\C ivi l\0 6-

Ut ilit y D em oli tio n P lan

.dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

UTILITY DEMOLITION PLAN

07 636/26/26 251029

OTR

AWJ

0 30 60 90 FT2010

MATCH LINE - SEE SHEET 06

NOTES:

1. LOCATIONS OF EXISTING AND ABANDONED UTILITIES

SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL ABANDONED SEWER PIPE, RISERS, AND CLEANOUT

ENDS MUST BE PLUGGED WITH WATERTIGHT CAP OR END

PLUG. PIPE 4" AND LARGER MUST BE FILLED WITH SAND

SLURRY PRIOR TO BEING PERMANENTLY SEALED.

3. LEACH FIELD ABANDONMENT TO BE PERFORMED IN

COMPLIANCE WITH FEDERAL, STATE, AND LOCAL CODES

AND STANDARD.

4. LEACH FIELD CLEANOUTS SHALL BE CUT OFF AND CAPPED

6" BELOW GRADE.

5. REMOVE AND DISPOSE OF VALVES, PIPE, AND VAULT.

PLUG ENDS WITH WATERTIGHT CAP OR END PLUG.

BACKFILL EXCAVATION WITH COMPACTED SELECTED

MATERIAL, TYPE A TO EXISTING GROUND. PROVIDE 4" OF

TOPSOIL AND SEED DISTURBED AREA.

UGE

UGE

U G

E

UG

E

U G

E

U G

E

UGE

W

W W

W

I I

UG

E

U G

E

UGE

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

5/2 1/2

6 -

JK

IN

NE

Y

- J

:\2

5\2

9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

. D ra wi ng s\C ivi l\0 8 -

P ro jec t O ve rvi ew P lan .dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

PROJECT OVERVIEW PLAN

08 636/26/26 251029

OTR

AWJ

0 80 160 240 FT40

CAMPGROUND SITE PLAN - SHEET 38

SITE PLAN - SHEET 10

SITE PLAN - SHEET 09

W

AT

ER

P

LA

N

PR

O

FI

LE

SH

EE

T

SEWER PLAN &

PROFILE - SHEET 42

BOAT LAUNCH PLAN - SHEET 18

UGE

UGE

UGE

UGE

U G

E U

G E

UGE

UG

E

UG

E

UG

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

U G

E

W

W

W

W

W W

W W

W W

W

IIII

I I I I

BO

AT

L

AU

N C

H S

TA

G

IN

G

A R

EA (2) 30"Ø CMP CULVERTS

FILL LIMITS, TYP

PROPOSED BOAT LAUNCH

SEE SHEET 18

BERM INTENT, SEE

LANDSCAPE, TYP

RELOCATED PAY KIOSK

AND SHELTER, SEE NOTE 3

NEW PEDESTRIAN PATHWAY

NEW WATER SERVICE LINE

SEE SHEET 40

.1

16'

24'

20' 13'

ROOTW

AD B

ANK S

TA

BILI

ZA

TIO

N

0'±

8'

EXISTING SITE FOOTPRINT

TO PARKS HIGHWAY

.1

KASHWITNA R

IVER

(8) TRUCK & TRAILER STALLS

12'x50' EACH

(8) TRUCK & TRAILER STALLS

12'x50' EACH

(6) TRUCK & TRAILER STALLS

12'x50' EACH

(4) TRUCK & TRAILER STALLS

12'x50' EACH

(1) TRUCK & TRAILER STALL

12'X45'

TRAIL CONNECTION

SEE NOTE 2

NEW ELECTRIC PANEL, SEE ELECTRICAL SITE PLANS

SET BOTTOM ELEVATION 2 FEET HIGHER THAN

EXISTING PANEL

C1

C2 L101

C5

C

L1

C8

C9

L104 C1

L105

L1

L107

L108

C16

C17

L109

C19 L110 L111

L112 L113

C22 C24

L1

L123 L124

L1

C25

L127

C26

C27

C

L131

C29

L1

L134

L135

L1

C110

C31

L1

C112

L151

L1

C51

L154

L1

C57

L158

C5

L159

L1

L1 61L162

L128

C65C6

C114

L164L1

C69

L167 L168

C70

L170

L172

L173

L174 L175

L176

L2

L263C124

L2

C

C126

L269

C127

L271 C128

L273

L274L275

L2

L277

DITCH BOTTOM, TYP

SWALE BOTTOM, TYP

L282

TIE ROOTWAD BANK

STABILIZATION INTO STABLE

BANK WITHIN PROPERTY LINE

N: 2,891,398± E:1,623,330±

TIE ROOTWAD BANK

STABILIZATION INTO EXISTING

RIPRAP SLOPE PROTECTION

N: 2,891,258± E:1,623,201±

SHELTER CORNER

N: 2,891,138 E:1,623,358

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

SITE PLAN

09 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 1/2

6 - O

RO

HL

ER

J:\

\25

S us itn a L an din g B oa t L au nc h &

F ac ilit y R en ov ati on

\G . D ra wi ng s\C ivi l\0

9-

Si te Pl an .dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

0 20 40 60 FT10

MATCH LINE - SEE SHEET 10

NOTES:

1. PARKING STRIPING SHOWN FOR INFORMATION

ONLY, DO NOT CONSTRUCT.

2. TRAIL CONNECTION SHOWN IS APPROXIMATE.

TIE INTO EXISTING TRAIL WITHIN PROPERTY

BOUNDARY.

3. COORDINATE WITH OWNER ONSITE FOR KIOSK

ORIENTATION UNDER SHELTER.

2 29

1 30

UGE

UGE

UGE

UGE

UGE

U G

E U

G E

U G

E U

G E

U G

E

U G

E

UG

E

UGE

UGE

UGE

UGE

U G

E

W

W

W

W

W

EXISTING SHOWER HOUSE

TO REMAIN

EXISTING PAVILION AND CONCRETE PAD

TO REMAIN

DOUBLE GATE

DOUBLE GATE

NEW PEDESTRIAN

PATHWAY

20'

25'

20'

8'

24.00'

8'

5'

.0

0'

39.6'

24' 10'

8'

8'

8'

8'

8'

TO

L

OOP

A

TO LOOP B & C

NEW GRAVEL PAD

NEW DUMPSTER ENCLOSURE

SEE LANDSCAPE

NEW UNDERGROUND ELECTRIC

SEE ELECTRICAL SITE PLAN

KASHW

ITN

A R

IV

ER

EXISTING CULVERT

DO NOT DISTURB

(4) TRUCK & TRAILER STALLS

12'x45' EACH

(2) ADA PARKING STALLS

10'x20' EACH

(12) PARKING STALLS

10'x20' EACH

(9) PARKING STALLS

10'x20' EACH

(2) ADA

PARKING STALLS

10'x20' EACH

8'

L1

C

L118

C34

L143

L1

L145C38

C3

C41

C

L148

L149

L1

C48

L1

C53

C

L1

L178

C72

L1

L1

L182

L1

L184

L185

L186

L1

L188

C73

L1

C

L192

L1

L194

C75

C

L197

C77 C78 C79

C80

C81 C82

C83 C84 C85

L2

C86

L209

C87

C88

C89

C90

L2

C91

L217

L218 C93

C94

L221

C95 C96

L2

C97

L226

C98 C99

C100

L2

L231

L233 L235

L2

C101C102

L239

C103

C104 C105

C106

L2

L241

C109

C11

L243

C113

L2

C

L2

C117 L247 L2

C

L250

C119 L252 C120

L254

C121 L256 C122

L2

L259

C

L261

L2

L278

EXISTING RESTROOM

TO REMAIN

L279

L280

DRAINAGE SWALE,

SEE GRADING PLAN

TOPSOIL AND SEED

SEE LANDSCAPE, TYP

RAISED CAMPSITES,

SEE GRADING PLAN

8' 24'

8'

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

SITE PLAN

10 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 1/2

6 - O

RO

HL

ER

J:\

\25

S us itn a L an din g B oa t L au nc h &

F ac ilit y R en ov ati on

\G . D ra wi ng s\C ivi l\0

9-

Si te Pl an .dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

0 20 40 60 FT10

MATCH LINE - SEE SHEET 09

NOTES:

1. PARKING STRIPING SHOWN FOR

INFORMATION ONLY, DO NOT

CONSTRUCT.

2. SEE SHEET 33 FOR SIGN SCHEDULE.

LINE TABLE

LINE

L101

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112

L113

L115

L118

L119

L120

L121

L122

L123

L124

L125

L127

L128

L131

L134

L135

L136

L143

L144

L145

L148

L149

L150

L151

L154

L156

L158

L159

L160

L161

L162

LENGTH

4.53'

13.40'

14.19'

37.93'

11.00'

108.89'

50.24'

34.97'

84.48'

33.06'

33.06'

109.66'

236.66'

61.58'

1.47'

41.17'

10.65'

44.24'

77.78'

11.00'

55.41'

1.77'

44.81'

18.72'

108.89'

11.00'

37.93'

12.00'

20.00'

12.00'

52.59'

23.70'

148.00'

15.00'

161.52'

32.93'

8.05'

51.81'

11.00'

3.54'

58.69'

DIRECTION

N64° 21' 12"W

N0° 00' 00"E

N90° 00' 00"E

N45° 00' 00"W

N45° 00' 00"E

N90° 00' 00"E

S45° 00' 00"E

S40° 00' 00"E

N88° 11' 03"E

S88° 20' 52"E

S84° 42' 57"W

S88° 11' 03"W

S14° 29' 00"W

S50° 00' 00"E

N33° 00' 00"E

S45° 00' 00"W

S0° 00' 40"W

N45° 00' 00"E

N89° 59' 57"E

S44° 59' 44"E

S44° 59' 57"W

N89° 58' 39"E

N45° 00' 00"W

N40° 00' 00"W

N90° 00' 00"W

N45° 00' 00"W

N45° 00' 00"E

S75° 31' 00"E

S14° 29' 00"W

N75° 31' 00"W

N30° 00' 00"W

N57° 00' 00"W

N33° 00' 00"E

S57° 00' 00"E

S75° 31' 00"E

N14° 29' 00"E

S89° 58' 52"W

S45° 00' 00"E

S45° 00' 00"W

S0° 00' 00"E

N90° 00' 00"W

START NORTHING

2,891,212.16

2,891,238.95

2,891,309.35

2,891,317.88

2,891,344.70

2,891,352.48

2,891,352.48

2,891,284.45

2,891,243.40

2,891,246.08

2,891,225.13

2,891,222.09

2,891,167.65

2,890,859.26

2,891,098.76

2,891,275.33

2,891,249.61

2,891,208.34

2,891,239.62

2,891,239.62

2,891,231.84

2,891,184.12

2,891,111.63

2,891,258.42

2,891,246.22

2,891,246.22

2,891,253.99

2,891,066.02

2,891,063.01

2,891,043.65

2,890,922.88

2,890,968.43

2,890,981.33

2,891,105.46

2,891,121.17

2,891,098.72

2,891,168.11

2,891,159.57

2,891,122.94

2,891,115.16

2,891,111.63

START EASTING

1,623,360.47

1,623,348.10

1,623,394.65

1,623,412.37

1,623,385.55

1,623,393.33

1,623,502.23

1,623,608.40

1,623,662.79

1,623,747.23

1,623,780.91

1,623,747.99

1,623,574.70

1,623,540.89

1,623,290.02

1,623,538.41

1,623,380.10

1,623,456.24

1,623,487.52

1,623,565.30

1,623,573.08

1,623,537.44

1,623,469.87

1,623,609.37

1,623,509.30

1,623,400.40

1,623,392.63

1,623,558.77

1,623,570.39

1,623,565.39

1,623,236.09

1,623,209.80

1,623,189.92

1,623,270.53

1,623,345.26

1,623,532.11

1,623,511.29

1,623,499.70

1,623,536.34

1,623,528.56

1,623,528.56

END NORTHING

2,891,214.1

2,891,252.3

2,891,309.3

2,891,344.7

2,891,352.5

2,891,352.5

2,891,317.0

2,891,257.7

2,891,246.1

2,891,245.1

2,891,222.1

2,891,218.6

2,890,938.5

2,890,819.7

2,891,100.0

2,891,246.2

2,891,239.0

2,891,239.6

2,891,239.6

2,891,231.8

2,891,192.7

2,891,184.1

2,891,143.3

2,891,272.8

2,891,246.2

2,891,254.0

2,891,280.8

2,891,063.0

2,891,043.7

2,891,046.7

2,890,968.4

2,890,981.3

2,891,105.5

2,891,097.3

2,891,080.8

2,891,130.6

2,891,168.1

2,891,122.9

2,891,115.2

2,891,111.6

2,891,111.6

END EASTING

1,623,356.39

1,623,348.10

1,623,408.84

1,623,385.55

1,623,393.33

1,623,502.23

1,623,537.75

1,623,630.88

1,623,747.23

1,623,780.28

1,623,747.99

1,623,638.38

1,623,515.51

1,623,588.06

1,623,290.82

1,623,509.30

1,623,380.10

1,623,487.52

1,623,565.30

1,623,573.08

1,623,533.90

1,623,539.21

1,623,438.18

1,623,597.33

1,623,400.40

1,623,392.63

1,623,419.45

1,623,570.39

1,623,565.39

1,623,553.77

1,623,209.80

1,623,189.92

1,623,270.53

1,623,283.11

1,623,501.65

1,623,540.34

1,623,503.24

1,623,536.34

1,623,528.56

1,623,528.56

1,623,469.87

LINE TABLE

LINE

L164

L165

L167

L168

L170

L172

L173

L174

L175

L176

L177

L178

L180

L181

L182

L183

L184

L185

L186

L187

L188

L190

L192

L193

L194

L197

L207

L209

L215

L217

L218

L221

L224

L226

L230

L231

L233

L235

L236

L239

L240

LENGTH

40.81'

10.92'

20.11'

41.93'

52.31'

43.84'

75.22'

29.23'

18.02'

19.11'

72.10'

15.00'

4.70'

63.00'

8.00'

9.18'

30.00'

47.64'

11.00'

86.00'

136.52'

4.47'

16.00'

115.00'

14.21'

26.67'

33.17'

61.58'

77.97'

59.44'

16.88'

34.17'

26.99'

35.37'

17.58'

4.75'

14.19'

4.75'

19.26'

8.00'

51.55'

DIRECTION

S45° 00' 00"E

N15° 00' 00"E

N68° 57' 16"E

S89° 45' 20"E

S45° 00' 00"E

N89° 45' 20"W

S68° 57' 16"W

N88° 19' 13"W

S69° 10' 19"W

S12° 42' 22"E

S33° 00' 00"W

N57° 00' 00"W

S33° 00' 00"W

S33° 00' 00"W

S57° 00' 00"E

S33° 00' 00"W

S57° 00' 00"E

S59° 29' 00"W

N30° 31' 00"W

N14° 29' 00"E

N75° 31' 00"W

S33° 00' 00"W

S57° 00' 00"E

S33° 00' 00"W

N57° 00' 00"W

S30° 00' 00"E

N14° 29' 00"E

N50° 00' 00"W

S37° 28' 42"W

N69° 29' 43"E

S85° 02' 18"E

N59° 20' 33"E

S14° 29' 00"W

S69° 29' 43"W

N8° 26' 07"E

S81° 33' 53"E

S84° 07' 24"E

S81° 33' 53"E

S8° 26' 07"W

S11° 22' 29"E

S33° 00' 00"W

START NORTHING

2,891,140.48

2,891,121.05

2,891,134.98

2,891,142.20

2,891,134.82

2,891,150.02

2,891,150.21

2,891,123.19

2,891,124.05

2,891,117.64

2,891,099.00

2,891,038.53

2,891,042.29

2,891,038.53

2,890,985.69

2,891,009.73

2,891,002.03

2,890,995.23

2,890,971.04

2,890,980.52

2,891,063.79

2,891,086.92

2,891,076.25

2,891,067.54

2,890,971.09

2,890,957.58

2,890,957.56

2,890,801.29

2,890,844.78

2,890,950.22

2,890,989.55

2,890,997.04

2,891,009.96

2,890,970.10

2,890,968.22

2,890,985.61

2,890,993.53

2,890,987.48

2,890,986.78

2,890,958.85

2,891,009.97

START EASTING

1,623,435.35

1,623,345.70

1,623,351.56

1,623,370.33

1,623,429.71

1,623,412.69

1,623,368.86

1,623,298.66

1,623,269.43

1,623,252.59

1,623,256.79

1,623,217.52

1,623,184.19

1,623,217.52

1,623,183.21

1,623,163.05

1,623,158.05

1,623,496.56

1,623,455.52

1,623,449.93

1,623,471.44

1,623,310.95

1,623,309.99

1,623,323.41

1,623,260.77

1,623,243.77

1,623,495.64

1,623,572.64

1,623,206.04

1,623,399.84

1,623,377.26

1,623,408.73

1,623,449.27

1,623,430.17

1,623,369.52

1,623,372.10

1,623,345.88

1,623,359.49

1,623,364.19

1,623,314.64

1,623,295.56

END NORTHING

2,891,111.6

2,891,131.6

2,891,142.2

2,891,142.0

2,891,097.8

2,891,150.2

2,891,123.2

2,891,124.1

2,891,117.6

2,891,099.0

2,891,038.5

2,891,046.7

2,891,038.3

2,890,985.7

2,890,981.3

2,891,002.0

2,890,985.7

2,890,971.0

2,890,980.5

2,891,063.8

2,891,097.9

2,891,083.2

2,891,067.5

2,890,971.1

2,890,978.8

2,890,934.5

2,890,989.7

2,890,840.9

2,890,782.9

2,890,971.0

2,890,988.1

2,891,014.5

2,890,983.8

2,890,957.7

2,890,985.6

2,890,984.9

2,890,992.1

2,890,986.8

2,890,967.7

2,890,951.0

2,890,966.7

END EASTING

1,623,464.21

1,623,348.52

1,623,370.33

1,623,412.25

1,623,466.70

1,623,368.86

1,623,298.66

1,623,269.43

1,623,252.59

1,623,256.79

1,623,217.52

1,623,204.94

1,623,181.63

1,623,183.21

1,623,189.92

1,623,158.05

1,623,183.21

1,623,455.52

1,623,449.93

1,623,471.44

1,623,339.26

1,623,308.52

1,623,323.41

1,623,260.77

1,623,248.86

1,623,257.11

1,623,503.94

1,623,525.47

1,623,158.60

1,623,455.52

1,623,394.08

1,623,438.13

1,623,442.52

1,623,397.04

1,623,372.10

1,623,376.80

1,623,359.99

1,623,364.19

1,623,361.36

1,623,316.22

1,623,267.48

LINE TABLE

LINE

L241

L243

L244

L245

L247

L248

L250

L252

L254

L256

L258

L259

L261

L262

L263

L265

L266

L269

L271

L273

L274

L275

L276

L277

L278

L279

L280

L282

LENGTH

8.00'

41.83'

37.03'

9.87'

11.36'

16.19'

65.85'

36.12'

34.17'

4.82'

39.02'

27.25'

43.54'

8.00'

39.08'

9.40'

43.43'

54.64'

7.77'

56.48'

58.62'

54.28'

16.66'

41.93'

103.99'

31.42'

31.42'

14.89'

DIRECTION

N57° 00' 00"W

N13° 43' 52"W

S33° 00' 00"W

S6° 08' 05"W

N57° 00' 00"W

S6° 08' 05"W

S13° 43' 52"E

S84° 00' 00"E

N59° 20' 33"E

N89° 29' 00"E

N14° 29' 00"E

S75° 31' 00"E

S59° 29' 00"W

S0° 00' 00"E

N90° 00' 00"W

S14° 29' 00"W

N2° 01' 38"E

N49° 18' 30"W

N87° 44' 02"W

N48° 02' 56"W

N87° 49' 34"W

S86° 32' 57"W

S45° 00' 00"W

S45° 00' 00"E

N87° 33' 28"W

S51° 10' 58"E

N71° 33' 51"E

S89° 45' 20"E

START NORTHING

2,890,966.74

2,891,014.00

2,891,056.17

2,891,098.73

2,891,086.72

2,891,097.87

2,891,073.17

2,891,005.42

2,891,003.93

2,891,024.21

2,891,028.01

2,891,063.79

2,891,047.82

2,891,111.63

2,891,103.63

2,891,096.13

2,891,208.94

2,891,260.68

2,891,313.08

2,891,319.77

2,891,357.53

2,891,359.75

2,891,356.48

2,891,344.70

2,890,842.05

2,890,799.44

2,890,885.17

2,891,196.68

START EASTING

1,623,267.48

1,623,344.54

1,623,325.56

1,623,331.52

1,623,325.85

1,623,339.48

1,623,338.32

1,623,358.28

1,623,404.65

1,623,444.32

1,623,453.93

1,623,471.44

1,623,499.11

1,623,528.56

1,623,528.56

1,623,479.79

1,623,342.56

1,623,652.94

1,623,568.67

1,623,546.44

1,623,504.43

1,623,445.85

1,623,391.68

1,623,379.90

1,623,169.36

1,623,139.58

1,623,491.23

1,623,412.89

END NORTHING

2,890,971.1

2,891,054.6

2,891,025.1

2,891,088.9

2,891,092.9

2,891,081.8

2,891,009.2

2,891,001.6

2,891,021.3

2,891,024.3

2,891,065.8

2,891,057.0

2,891,025.7

2,891,103.6

2,891,103.6

2,891,087.0

2,891,252.3

2,891,296.3

2,891,313.4

2,891,357.5

2,891,359.7

2,891,356.5

2,891,344.7

2,891,315.1

2,890,846.5

2,890,779.8

2,890,895.1

2,891,196.6

END EASTING

1,623,260.77

1,623,334.61

1,623,305.39

1,623,330.47

1,623,316.32

1,623,337.75

1,623,353.95

1,623,394.21

1,623,434.05

1,623,449.14

1,623,463.69

1,623,497.82

1,623,461.61

1,623,528.56

1,623,489.48

1,623,477.44

1,623,344.10

1,623,611.51

1,623,560.90

1,623,504.43

1,623,445.85

1,623,391.68

1,623,379.90

1,623,409.55

1,623,065.47

1,623,164.06

1,623,521.03

1,623,427.79

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

LINE & CURVE TABLES

11 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 1/2

6 - O

RO

HL

ER

J:\

\25

S us itn a L an din g B oa t L au nc h &

F ac ilit y R en ov ati on

\G . D ra wi ng s\C ivi l\0

9-

Si te Pl an .dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

CURVE TABLE

CURVE

C1

C2

C5

C6

C8

C9

C11

C16

C17

C19

C22

C23

C24

C25

C26

C27

C28

C29

C31

C34

C38

C39

C41

C43

C48

C51

C53

C57

C59

C65

C66

C69

C70

C71

C72

C73

C74

C75

C76

C77

C78

C79

RADIUS

66.86'

24.00'

12.00'

78.86'

69.00'

42.00'

5.00'

40.00'

58.05'

40.00'

68.00'

78.00'

40.00'

5.00'

25.00'

92.00'

15.00'

40.00'

40.00'

10.00'

10.00'

200.00'

220.00'

15.00'

5.00'

50.19'

25.00'

30.00'

5.00'

40.66'

2.00'

5.00'

25.00'

10.36'

15.00'

26.00'

5.00'

5.00'

24.00'

15.00'

220.00'

50.00'

DELTA

5°05'31"

32°08'31"

52°14'56"

12°06'16"

33°44'56"

56°15'04"

135°00'00"

43°44'07"

48°50'01"

51°48'57"

73°42'03"

64°29'00"

45°14'38"

135°01'21"

59°59'32"

36°30'59"

106°30'06"

95°00'00"

83°06'52"

90°00'00"

89°59'59"

12°10'01"

25°27'45"

83°53'35"

90°00'00"

71°10'13"

90°00'00"

104°30'08"

134°58'39"

24°53'29"

179°59'56"

53°57'16"

44°21'57"

53°05'31"

90°00'00"

71°29'00"

90°00'00"

106°25'31"

45°15'27"

82°54'41"

2°24'53"

25°40'45"

CHORD BEARING

N34°45'26"W

N48°16'56"W

N38°13'44"W

N6°03'08"W

N16°52'28"E

N61°52'28"E

N22°30'00"E

S66°52'04"E

S64°19'07"E

S65°54'29"E

S51°20'01"W

S17°45'30"E

N67°37'21"E

S22°30'40"E

N59°58'53"E

N48°14'37"E

N13°15'03"E

N87°30'00"W

S41°34'06"W

S30°31'00"E

S59°29'01"W

N34°30'51"E

N41°09'43"E

N11°56'48"E

N78°00'00"E

N68°44'30"E

N59°29'00"E

N37°46'04"W

S22°29'20"W

N57°36'13"W

S19°57'05"W

N41°58'38"E

S67°34'15"E

S18°27'15"E

S78°00'00"W

S68°44'30"W

S12°00'00"E

S68°28'46"W

S7°22'16"E

S71°27'21"E

N68°17'45"E

N56°39'49"E

CHORD LENGTH

5.94'

13.29'

10.57'

16.63'

40.06'

39.60'

9.24'

29.80'

47.99'

34.95'

81.56'

83.22'

30.77'

9.24'

25.00'

57.65'

24.04'

58.98'

53.07'

14.14'

14.14'

42.39'

96.97'

20.05'

7.07'

58.41'

35.36'

47.44'

9.24'

17.53'

4.00'

4.54'

18.88'

9.26'

21.21'

30.37'

7.07'

8.01'

18.47'

19.86'

9.27'

22.22'

LENGTH

5.9'

13.5'

10.9'

16.7'

40.6'

41.2'

11.8'

30.5'

49.5'

36.2'

87.5'

87.8'

31.6'

11.8'

26.2'

58.6'

27.9'

66.3'

58.0'

15.7'

15.7'

42.5'

97.8'

22.0'

7.9'

62.3'

39.3'

54.7'

11.8'

17.7'

6.3'

4.7'

19.4'

9.6'

23.6'

32.4'

7.9'

9.3'

19.0'

21.7'

9.3'

22.4'

TANGENT

2.97'

6.91'

5.89'

8.36'

20.93'

22.45'

12.07'

16.05'

26.35'

19.43'

50.96'

49.20'

16.67'

12.08'

14.43'

30.35'

20.09'

43.65'

35.46'

10.00'

10.00'

21.32'

49.71'

13.48'

5.00'

35.91'

25.00'

38.75'

12.06'

8.97'

192822.27'

2.55'

10.20'

5.17'

15.00'

18.71'

5.00'

6.69'

10.00'

13.25'

4.64'

11.40'

CURVE TABLE

CURVE

C80

C81

C82

C83

C84

C85

C86

C87

C88

C89

C90

C91

C93

C94

C95

C96

C97

C98

C99

C100

C101

C102

C103

C104

C105

C106

C109

C110

C111

C112

C113

C114

C115

C117

C118

C119

C120

C121

C122

C123

C124

C125

RADIUS

25.00'

230.00'

25.00'

50.00'

380.00'

25.52'

5.00'

102.00'

25.25'

404.00'

195.87'

25.00'

5.33'

25.00'

12.50'

5.00'

20.00'

17.00'

33.00'

5.00'

5.00'

238.00'

12.50'

12.50'

101.00'

5.00'

93.00'

5.00'

5.00'

41.76'

5.00'

36.66'

5.00'

3.00'

25.00'

5.00'

17.00'

20.50'

5.00'

5.00'

10.00'

75.11'

DELTA

34°48'04"

12°33'54"

34°32'34"

28°01'33"

10°59'08"

64°39'07"

135°00'00"

36°30'52"

78°18'08"

10°38'18"

61°24'57"

50°49'43"

85°20'56"

24°32'02"

30°08'27"

105°00'00"

55°00'43"

50°49'43"

17°12'12"

85°18'53"

80°20'46"

10°09'22"

40°30'52"

35°18'33"

17°45'10"

85°50'05"

20°40'35"

141°52'22"

111°02'07"

71°48'19"

133°16'08"

24°52'59"

95°01'09"

116°51'55"

19°51'57"

70°16'08"

36°39'27"

30°08'27"

75°00'00"

135°00'00"

75°31'00"

28°07'58"

CHORD BEARING

N61°13'29"E

N84°54'28"E

S71°32'19"E

S68°16'48"E

S87°47'08"E

N47°09'24"E

N53°01'00"W

N31°44'34"W

N52°38'12"W

N86°28'07"W

S68°09'52"W

S85°05'26"E

N39°13'47"E

N71°36'33"E

N74°24'47"E

S38°01'00"E

S41°59'21"W

N85°05'26"W

N68°16'40"W

N34°13'20"W

S48°36'30"W

S83°42'12"W

N63°51'58"W

N61°15'49"W

N70°02'30"W

S75°55'03"W

S72°21'27"E

N25°56'16"W

N41°47'12"E

S33°52'23"E

N80°21'56"W

S57°36'28"E

S14°30'35"E

S64°34'03"W

S3°47'53"E

S48°51'56"E

N77°40'16"E

N74°24'47"E

N51°59'00"E

S8°01'00"E

S52°14'30"W

N14°28'53"E

CHORD LENGTH

14.95'

50.34'

14.84'

24.21'

72.75'

27.29'

9.24'

63.91'

31.88'

74.91'

200.05'

21.46'

7.23'

10.62'

6.50'

7.93'

18.47'

14.59'

9.87'

6.78'

6.45'

42.13'

8.66'

7.58'

31.17'

6.81'

33.38'

9.45'

8.24'

48.97'

9.18'

15.80'

7.37'

5.11'

8.62'

5.75'

10.69'

10.66'

6.09'

9.24'

12.25'

36.51'

LENGTH

15.2'

50.4'

15.1'

24.5'

72.9'

28.8'

11.8'

65.0'

34.5'

75.0'

210.0'

22.2'

7.9'

10.7'

6.6'

9.2'

19.2'

15.1'

9.9'

7.4'

7.0'

42.2'

8.8'

7.7'

31.3'

7.5'

33.6'

12.4'

9.7'

52.3'

11.6'

15.9'

8.3'

6.1'

8.7'

6.1'

10.9'

10.8'

6.5'

11.8'

13.2'

36.9'

TANGENT

7.83'

25.32'

7.77'

12.48'

36.54'

16.15'

12.07'

33.65'

20.56'

37.61'

116.34'

11.88'

4.92'

5.44'

3.37'

6.52'

10.41'

8.08'

4.99'

4.61'

4.22'

21.15'

4.61'

3.98'

15.77'

4.65'

16.97'

14.47'

7.28'

30.23'

11.57'

8.09'

5.46'

4.88'

4.38'

3.52'

5.63'

5.52'

3.84'

12.07'

7.75'

18.82'

CURVE TABLE

CURVE

C126

C127

C128

RADIUS

47.39'

81.57'

22.51'

DELTA

53°18'58"

32°46'03"

41°07'00"

CHORD BEARING

N53°49'35"E

N68°37'10"W

N66°11'19"W

CHORD LENGTH

42.53'

46.01'

15.81'

LENGTH

44.1'

46.6'

16.2'

TANGENT

23.79'

23.98'

8.44'

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

LINE & CURVE TABLES

12 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 1/2

6 - O

RO

HL

ER

J:\

\25

S us itn a L an din g B oa t L au nc h &

F ac ilit y R en ov ati on

\G . D ra wi ng s\C ivi l\0

9-

Si te Pl an .dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

UGE

W

W

W

W

W

W W

W

101+00

102+00

103+00

4+

5+

BOP: 101+00.00

N: 2,891,236.30

E: 1,623,817.58 EOP: 105+00.00

N: 2,891,056.96 E: 1,623,533.71

PC

: 1

+7

9.

PT: 103+82.57

BEGIN ROAD CONSTRUCTION

STA: 101+37.00

N: 2,891,235.13 E: 1,623,780.59

S88°11'03"W179.66' S14

°29 '00

"W

7.4

3'

FILL LIMITS

ROAD CENTERLINE

EDGE OF ROAD, TYP END ROAD CONSTRUCTION

STA: 104+59.96

N: 2,891,095.72 E: 1,623,543.72

PI STA = 103+39.62

N = 2,891,228.71 E = 1,623,578.08

= 73°42'03" R = 80.00' T = 59.96' L = 102.91'

CULV-1

CULV-2

RIPRAP CULVERT PROTECTION

SEE DETAIL 3, SHEET 36

START RIPRAP CULVERT PROTECTION

N: 2,891,250.18 E: 1,623,686.06

END RIPRAP CULVERT PROTECTION

N: 2,891,267.65 E: 1,623,635.73

101+00 102+00 103+00 104+00 105+00

1.085% -1.000%

BEGIN ROAD CONSTRUCTION STA: 101+37.00

ELEV: 156.73

MATCH EXISTING ELEVATION

END ROAD CONSTRUCTION STA: 104+59.96

ELEV: 156.90

PV

I S

TA

+0

0.

EL

EV

.5

' V

C

PROPOSED ROAD FINISHED GRADE

EXISTING GROUND

CULV-1

CULV-2

CULVERT TABLE

NAME

CULV-1

CULV-2

SIZE & TYPE

30"∅ CSP

30"∅ CSP

LENGTH

54.00'

54.00'

START

STATION

102+52.49

102+57.47

START

OFFSET

28.16' RT.

28.69' RT.

START INVERT

ELEVATION

153.70'

153.46'

END

STATION

102+58.18

102+63.16

END

OFFSET

25.54' LT.

25.01' LT.

END INVERT

ELEVATION

153.70'

153.29'

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

ROADWAY PLAN & PROFILE

13 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 /26

OR

OH

LE

R

- J

:\2

5\2

9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

. D ra wi ng s\C ivi l\1 3 -

R oa dw ay

P &P

.dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

0 20 40 60 FT10

PLAN

PROFILE

1H:10V

B

IIII

I I I I

158 157

155156157

152151150

148 149149 150

GRADE BREAK, TYP

-1.04%

-1.20%

-1.01%-1.84%

-1.13%

-1.73%

-0.80%

MATCH ENTRANCE ROADWAY GRADING

SEE ROADWAY PLAN & PROFILE, SHEET 13

MATCH BOAT LAUNCH GRADING

SEE SHEET 18

-3.45%

-1.53%

-2.09%

-2.69%

-1.87%

-3 .3

7%

PT 601

156.90

PT 603

156.09

PT 604

155.66

PT 10

7.5

PT 103157.68

PT 61

5.2

PT 61

4.1

PT 315

157.00

PT 10

7.7

PT 10

7.7

PT 10

7.2

PT 108

157.80PT 109

157.86

PT 11

8.0

PT 111

158.09

PT 605157.05

PT 10

8.3

PT 60

5.9

PT 11

7.9

PT 113

157.54

PT 11

7.1

PT 11

7.1

PT 11

7.0

PT 11

7.0

PT 11

7.0

PT

6.

PT 120

156.43

PT 121

158.13

PT 12

8.0

PT 12

8.0

PT 12

7.9

PT 12

7.8

PT 126

157.89

PT 12

7.6

PT 13

8.1

PT 13

8.0

PT 134

158.25

PT 135

158.31

PT 13

7.7

PT 137157.60

PT 13

7.3

PT 15

7.6

PT 14

7.4

PT 14

7.4

PT 14

7.3

PT 14

7.1

PT 14

7.0

PT 14

6.8

PT 14

7.0

PT 140

157.22

PT 13

7.0

PT 15

6.9

PT 152

157.20

PT 15

7.3

PT 15

7.5

PT 155

157.00

PT 156

157.06PT

7.

PT 15

7.0

PT 15

7.0

PT 16

7.5

PT 16

6.3

0PT 16

6.3

PT 16

6.4

PT 165

156.35

PT 302

157.18

PT 301

157.00

PT 30

7.3

PT 30

7.1

PT 30

6.8

4PT 31

6.8

PT 311157.10

PT 312

157.40

PT

7.

PT 314

157.26

PT 61

5.6

PT 607

156.80

PT 60

6.5

PT 60

6.8

PT 40

6.4

PT 40

6.4

PT 403

157.00

PT 446

PT 13

8.8

PT 12

8.9

PT 12

8.6

PT 61

5.5

PT 602

156.52

PT 14

7.4

PT 14

8.0

PT 13

7.7

PT 10

7.5

6'

6'

4'

4'

-3 3.

PT 316

157.40

PT 80

6.5

PT 80

6.4

PT 80

7.2

PT 80

7.5

PT 80

7.1

PT 80

7.4

160 159 158

157158

158 157

159158

157 158

159 158 15

7 156

2 16

9 15

156156

157156

158 159

8 15

156156

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

GRADING PLAN

14 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 /26

OR

OH

LE

R

- J

:\2

5\2

9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

. D ra wi ng s\C ivi l\1 4-

Gr ad ing P lan .dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

0 20 40 60 FT10

MATCH LINE - SEE SHEET 15

NOTES:

1. SEE SHEET 16 FOR GRADING POINT TABLES.

2. CONTOURS SHOWN AT 1' INTERVALS.

3. SEE SHEET 18 FOR BOAT LAUNCH GRADING.

4. SEE SHEET 13 FOR ENTRANCE ROADWAY

GRADING.

-0 .8

1%

-2.36%

-1.44%

-1 .9

3%

-1 .4

4%

-1.03%

-2.28%

-1 .2

5%

PT 304

156.98

PT 303

157.10PT 306

156.80

PT 416

155.18

PT 415

154.56

PT 41

5.1

0PT 41

5.1

PT 41

5.2

PT 41

5.4

PT 409

155.46

PT 408

156.31

PT 40

6.3

PT 40

6.4

PT 30

6.9

PT 40

6.9

PT 401

156.66

PT 57

5.5

PT 41

5.3

PT 57

5.6

PT 57

5.9

9PT 575

156.03

PT 57

5.9

PT 57

5.8

PT 57

5.3

PT 42

7.1

PT 42

7.1

PT 42

6.7

PT 42

6.6

PT 42

6.6

PT 422

156.80

PT 421

156.50

PT 420

155.55

PT 419

155.31

PT 418

155.04

PT 417

155.30

PT 440

156.66

PT 43

6.7

PT 433

156.79

PT 432

156.75

PT 43

6.6

PT 43

6.6

PT 42

6.2

PT 42

6.5

PT 43

6.5

6PT 43

6.5

PT 434

156.58

PT 43

6.5

PT 43

6.5

PT 47

8.3

PT 441

156.88

PT 44

6.2

PT 44

6.1

PT 451

155.13

PT 453

155.07

PT 45

5.1

PT 455

155.17

PT 45

5.1

PT 457

155.40

PT 45

5.3

PT 45

5.4

PT 460

155.60

PT 462

156.05

PT 463156.35

PT 46

7.0

PT 46

7.0

0 PT 467

156.98 PT 469

157.14

PT 470

157.13

PT 471

157.14

PT 47

7.1

PT 47

7.2

PT 501

156.31

PT 502

156.31

PT 446

156.37

PT 45

6.0

PT 50

6.1

PT 50

6.2

PT 447

156.28

PT 503

156.09

PT 506

156.07

PT 507

155.95

PT

7.

PT 532

157.18

PT 533

157.52

PT 534

157.50

PT 535

157.58

PT 53

7.4

PT 44

6.8

PT 512

157.52

PT 513

157.07

PT 508

156.23PT

6.

PT 510

155.61

PT 51

6.0

PT 517

155.10

PT 519

155.03

PT 524

156.39

PT 529

157.24

PT 514

156.94

PT 515

155.74

PT 516

155.32

PT 542

157.38

PT 541157.45

PT

7.

52 PT 539

157.74

PT 538

157.52

PT 537

157.71

PT 571

157.83

PT 57

7.9

PT 56

8.2

PT 56

6.6

PT 56

7.2

PT 56

7.2

PT 565

157.26

PT 564156.98

PT 56

6.9

PT 56

7.3

PT 561

157.26PT 560

157.21

PT 55

7.4

PT 550

157.37

PT

7.

PT 54

7.4

PT 54

7.4

PT 54

7.4

PT 55

7.4

PT 544157.36

PT 61

4.1

4PT 61

4.0

-1.58%

-1.70%

PT 701

155.08

PT 70

6.0

PT 703

156.00

PT 704

155.47

PT 705

155.01

PT 706

155.09

PT 707

155.63

PT 708

156.00

PT 709

156.00

PT 710

155.21

5:1

SUSITNA LANDING BOAT LAUNCH

& FACILITY RENOVATION

GRADING PLAN

15 636/26/26 251029

OTR

AWJ

PROJECT:

TITLE:

SHEET NO:

OF

DESIGNED BY:

CHECKED BY: PROJECT NO:

www.pndengineers.com

1506 West 36th Avenue

Anchorage, Alaska 99503

Phone: 907.561.1011

AK. LIC# AECC250

PND Engineers, Inc. is not responsible for safety programs, methods or procedures of operation, or the construction of the design shown on these drawings. Where specifications are general or not called out, the specifications shall conform to standards of industry. Drawings are for use on this project only and are not intended for reuse without written approval from PND. Drawings are also not to be used in any manner that would constitute a detriment directly or indirectly to PND.

REV DATE DESCRIPTION

DATE:

DATE:

ISSUED FOR BID

6/26/2026

6/1 /26

OR

OH

LE

R

- J

:\2

5\2

9 S us itn a L an din g B oa t L au nc h & F ac ilit y R en ov ati on \G

. D ra wi ng s\C ivi l\1 4-

Gr ad ing P lan .dw g

AKAF AL

TS

TA

E O

49 TH

S

Alexandra Jefferies

CE-106241

REGISTERED PROFESSIONA L ENGINEER

6/26/2026

0 20 40 60 FT10

MATCH LINE - SEE SHEET 14

NOTES:

1. SEE SHEET 16 FOR GRADING POINT TABLES.

2. CONTOURS SHOWN AT 1' INTERVALS.

POINT TABLE

POINT

NO

PT 101

PT 102

PT 103

PT 104

PT 105

PT 106

PT 107

PT 108

PT 109

PT 110

PT 111

PT 112

PT 113

PT 114

PT 115

PT 116

PT 117

PT 118

PT 119

PT 120

PT 121

PT 122

PT 123

PT 124

PT 125

PT 126

PT 127

PT 128

PT 129

PT 130

PT 131

PT 132

PT 133

PT 134

PT 135

PT 136

PT 137

PT 138

PT 139

PT 140

NORTHING

2,891,243.40

2,891,257.67

2,891,284.45

2,891,305.27

2,891,314.02

2,891,352.48

2,891,352.48

2,891,352.48

2,891,344.70

2,891,317.88

2,891,309.35

2,891,309.35

2,891,290.68

2,891,252.35

2,891,238.95

2,891,222.42

2,891,214.12

2,891,212.16

2,891,203.32

2,891,198.52

2,891,235.02

2,891,258.42

2,891,274.17

2,891,287.00

2,891,285.77

2,891,275.33

2,891,246.22

2,891,246.22

2,891,287.63

2,891,307.31

2,891,157.30

2,891,246.22

2,891,253.99

2,891,280.69

2,891,289.35

2,891,…