Attachment C Plans and Drawings_Package 1 Day Use Parking Lot Improvements.pdf

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

CAPE LOOKOUT STATE PARK

CAPE LOOKOUT PARKWIDE IMPROVEMENTS

TILLAMOOK COUNTY, OREGON

I-5

PACKAGE 1 - DAY USE PARKING LOT IMPROVEMENTS

Sheet Number Sheet Title

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

DEMOLITION

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND DISPOSAL OF EXISTING AC, CURBS, SIDEWALKS AND OTHER SITE ELEMENTS WITHIN THE SITE AREA IDENTIFIED IN THE PLANS.

2. EXCEPT FOR MATERIALS INDICATED TO BE STOCKPILED OR TO REMAIN ON OWNER'S PROPERTY, CLEARED MATERIALS SHALL BECOME CONTRACTOR'S PROPERTY, REMOVED FROM THE SITE, AND DISPOSED OF

PROPERLY.

3. ITEMS INDICATED TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED STORED AT THE

PROJECT SITE AS DIRECTED BY THE OWNER.

4. ALL LANDSCAPING, PAVEMENT, CURBS AND SIDEWALKS, BEYOND THE IDENTIFIED SITE AREA, DAMAGED

DURING THE CONSTRUCTION SHALL BE REPLACED TO THEIR ORIGINAL CONDITION OR BETTER.

5. CONCRETE SIDEWALKS SHOWN FOR DEMOLITION SHALL BE REMOVED TO THE NEAREST EXISTING

CONSTRUCTION JOINT.

6. SAWCUT STRAIGHT MATCHLINES TO CREATE A BUTT JOINT BETWEEN THE EXISTING AND NEW PAVEMENT.

EARTHWORKS

1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM

DRAINAGE SYSTEM.

2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE

PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT.

UTILITIES

1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC.

TO FINISHED GRADE.

2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF

CONFLICT OCCURS.

3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF OR

ADJUSTMENT TO GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE.

4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD

MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER.

5. ALL WORK TO CONFORM TO THE 2021 OREGON PLUMBING SPECIALTY CODE.

STORM AND SANITARY

1. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH

LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER.

2. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED

OTHERWISE IN THE PLANS.

WATER

1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE.

2. ALL WATER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER

DETAIL.

3. ALL WATER MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH

DEPARTMENT REGULATIONS, CHAPTER 333.

PAVING

1. SEE LANDSCAPE PLANS FOR SIDEWALK FINISHING AND SCORING PATTERNS.

GENERAL

1. SUBGRADE AND TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-698. FLOODING OR JETTING THE BACKFILLED TRENCHES WITH WATER IS NOT

PERMITTED.

2. SPECIAL INSPECTION REQUIRED FOR ALL COMPACTION TESTING.

3. ADDITIONAL EXCAVATION IS REQUIRED FOR SOFT SOIL AS DIRECTED BY THE STANDARD SPECIFICATIONS AND

THE GEOTECHNICAL REPORT.

1. GENERAL: MATERIALS SHALL BE NEW. THE USE OF MANUFACTURER'S NAMES, MODELS, AND NUMBERS IS INTENDED TO ESTABLISH STYLE, QUALITY, APPEARANCE, AND USEFULNESS. PROPOSED SUBSTITUTIONS WILL

REQUIRE WRITTEN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION.

2. STORM AND SANITARY SEWER PIPING SHALL BE PVC PIPE, DUCTILE IRON PIPE, REINFORCED CONCRETE PIPE (RCP), NON-REINFORCED CONCRETE PIPE (NRCP) OR HIGH DENSITY POLYETHYLENE (HDPE) PIPE CONFORMING TO THE PROJECT SPECIFICATIONS; AS INDICATED IN THE PLANS. PIPES WITH LESS THAN 2' OF

COVER SHALL BE C900/C905 PVC, HDPE OR DUCTILE IRON PIPE.

3. PRIVATE WATER MAINS 3-INCH DIAMETER AND LARGER SHALL BE HDPE OR PVC AS CONFORMING TO THE

PROJECT SPECIFICATIONS.

4. PRIVATE WATER LINES 2-INCH DIAMETER AND SMALLER SHALL BE SCHEDULE 80 PVC TYPE 1 GRADE 1

CONFORMING TO THE PROJECT SPECIFICATIONS.

5. CONCRETE FOR CURBS, SIDEWALK AND DRIVEWAYS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

3,300 PSI AT 28 DAYS.

ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333.

WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A

SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER.

1. SUCCESSFUL CONSTRUCTION OF THE VEGETATED STORMWATER FACILITY DEPEND ON PROPER

CONSTRUCTION SEQUENCING, MATERIALS, INSTALLATION, PROTECTION OF SUBGRADE AND EROSION

CONTROL.

2. CONTRACTOR SHALL SETUP A PRE-CONSTRUCTION MEETING WITH CIVIL ENGINEER TO SPECIFICALLY DISCUSS

THESE ITEMS. CONTACT PAUL SCHMIDTKE WITH KPFF CONSULTING ENGINEERS 503-542-3829.

3. SUBMITTAL REQUIREMENT: SUBMIT (1) 2 GALLON SAMPLE OF GROWING MEDIUM THAT MEETS THE SOIL

SPECIFICATION FOR INFILTRATION TESTING BY KPFF FOR APPROVAL.

1. SURVEY PROVIDED BY KPFF, DATED 9/12/2024. ELEVATIONS ARE BASED ON NAVD 88 VERTICAL DATUM ESTABLISHED PER CONTROL POINT NO. 1 WITH AN ELEVATION OF 31.76' USING THE OREGON REAL-TIME GPS

NETWORK (ORGN)

2. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON COORDINATES, DIMENSIONS, BEARINGS, AND

ELEVATIONS, AS SHOWN, ON THE PLANS.

3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE HORIZONTAL POSITION PRIOR TO

BEGINNING CONSTRUCTION LAYOUT. SEE SHEET C1.2 FOR PROJECT CONTROL INFORMATION.

4. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE VERTICAL POSITION BASED ON

THE BENCHMARK STATED HEREON, PRIOR TO BEGINNING CONSTRUCTION LAYOUT.

5. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY.

6. CONTRACTOR SHALL PRESERVE AND PROTECT FROM DAMAGE ALL EXISTING MONUMENTATION DURING

CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR THE

REPLACEMENT OF ANY MONUMENTS DAMAGED OR REMOVED DURING CONSTRUCTION. NEW MONUMENTS

SHALL BE REESTABLISHED BY A LICENSED SURVEYOR.

7. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER

PRIOR TO BEGINNING CONSTRUCTION.

8. CONTRACTOR TO REFERENCE SOILS REPORT BY GRI DATED 5/12/2025 FOR THE SITE SOILS CONDITIONS.

9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2021 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE 2021 OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF TILLAMOOK COUNTY.

10. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR

PRIOR TO COMMENCING CONSTRUCTION.

11. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY

BE ACCURATELY LOCATED.

12. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS

PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS.

13. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR THEIR CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK.

14. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO TILLAMOOK COUNTY REQUIREMENTS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE

THE SITE.

15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF

CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED.

16. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO OPRD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING

CONSTRUCTION.

17. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO BUILDING AT ALL TIMES DURING CONSTRUCTION. UNLESS

OTHERWISE COORDINATED WITH OWNER.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE

OWNER.

GENERAL NOTES CONSTRUCTION NOTES MATERIAL NOTES

SEPARATION STATEMENT

VEGETATED STORMWATER FACILITY NOTE

AC ASPHALT CONCRETE

AD AREA DRAIN

APPROX. APPROXIMATE

B BOLLARD

BLDG BUILDING

BOW BACK OF WALK

BS BOTTOM OF SWALE

BOTTOM OF STAIR

BW BOTTOM OF WALL

CB CATCH BASIN

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC. CONCRETE

COTG CLEANOUT TO GRADE

CP CONTROL POINT

Δ DELTA

D/W DRIVEWAY

DIA.,Ø DIAMETER

DIP DUCTILE IRON PIPE

E EASTING

EXIST./EX EXISTING

FDC FIRE DEPARTMENT CONNECTION

FF FINISH FLOOR ELEVATION

FG FINISH GRADE

FH FIRE HYDRANT

FL FLOWLINE

FND FOUNDATION

G GUTTER

GB GRADE BREAK

GL GAS LINE

GV GATE VALVE

H HEIGHT

HCP HANDICAP PARKING SPACE

HP HIGH POINT

ID INSIDE DIAMETER

IE INVERT ELEVATION

INV INVERT

IRR. IRRIGATION

LP LIGHT POLE

MH MANHOLE

MIN MINIMUM

N NORTHING

OD OUTSIDE DIAMETER

OF OUTFALL

OVH/OH OVERHEAD

P/L PROPERTY LINE

PC POINT OF CURVATURE

PCC POINT OF COMPOUND CURVATURE

PCR POINT OF CURB RETURN

PED PEDESTRIAN

PIV POST INDICATOR VALVE

PM PARKING METER

POC POINT ON CURVE

PP POWER POLE

PRC POINT OF REVERSE CURVATURE

PT POINT OF TANGENT

PUE PUBLIC UTILITY EASEMENT

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PVT PRIVATE

R RIM

RD ROOF DRAIN

ROW RIGHT-OF-WAY

S SLOPE (FT/FT)

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SHT SHEET

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

ST STREET

STA STATION

STD STANDARD

S/W SIDEWALK

TC TOP OF CURB

TD TRENCH DRAIN

TG TOP OF GROUND

TP TOP OF PAVEMENT

TRANS. TRANSFORMER

TS TOP OF STAIR

TW TOP OF WALL

TOP OF WALK

TYP TYPICAL

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UNO UNLESS NOTED OTHERWISE

W WATER

W/ WITH

WCR WHEEL CHAIR RAMP

WM WATER METER

WV WATER VALVE

ABBREVIATIONS

MULTICORELINK:2200270-10-EXC-C1.2

MULTICORELINK:2200270-10-EXC-C1.2

NOTES:

1.) SEE SHEET C1.2 FOR EXISTING UTILITY DATA.

2.) SEE SHEET C1.3 FOR SURVEY LEGEND.

3.) VERTICAL DATUM: NAVD 88 (GEOID 12A)

ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1

USING THE OREGON REAL-TIME GPS NETWORK (ORGN).

4.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM

(OCRS), OREGON COAST ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND

2 IS SOUTH 38°42'11" WEST.

5.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS

AFFECTING THE SUBJECT PROPERTY MAY EXIST.

6.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE

MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS

OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED

(POTHOLED) PRIOR TO CONSTRUCTION.

TRAN

E

HB

W

STOP

EV CH

AR

GI

NG

PAY

STATION

NO

PARKING

DO NOT

ENTER

PICNIC

SHELTER

OREGON

COAST TRAIL

HCP

TRAIL

MAP

HCP

HCP HCP

HCP HCP

HCP

CABIN

PARKING

ONLY

REGISTERED

GUESTS ONLY

CABIN

PARKING

ONLY

CABIN

PARKING

ONLY

CABIN

PARKING

ONLY

HCP

F

BB

BBQ

BBQ

BBQ

BBQ

#2

#1

''S

D

12''SD

18"

36"

24"

14" 14"

23"

18"

9"

16"

16"

19"

24"

21"

10" 14" 19"

27"

15"

20"

32"

20"

8"

12"

12"

21"

6" 31"

7"

10"

20"

12"

9"

13"

26"

18" 24"

30" 22"26"

24"

16"

7"

7"

7"

6"

6"

10"

16" 42"

35" 22"

PICNIC SHELTER

GATE

DU

M

PS

TE

R

DENSE

VEGETATION

C

S

°4 2'

" W

4.

BA

SI

S

O F

BE

AR

IN

G

PE

R

O

CR

S, O

RE

GO

N C

O

AS

T

ZO

N E

12" CONC

IE = 24.71'

WF SP-4

WF SP-3

WF SP-1

WF SP-2

18" CONC

IE = 31.83'

E E

E

E

E E

E E

E

E

E

E E

E

E

E

E

EV

EC

JB

JB

JB

WETLAND

E1

WETLAND

E2

FLOOD ZONE LIMITS

PROJECT CONTROL:

STATION

DESCRIPTION

MAG NAIL W/ WASHER "KPFF CONTROL"

MAG NAIL W/ WASHER "KPFF CONTROL"

NORTHING

1433632.69

1433489.06

EASTING

462723.34

462607.73

ELEVATION

31.76'

29.23'

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

DISCLAIMER:

THIS SHEET REPRESENTS EXISTING SITE

CONDITIONS BASED ON A LAND SURVEY

PROVIDED BY KPFF OR BY OTHERS (NOT

COMPLETED UNDER KPFF DIRECT

SUPERVISION).

ALL INFORMATION SHOWN HEREON MAY OR

MAY NOT EXPLICITLY REFLECT THE ACTUAL

SURVEY DELIVERED FOR THE PURPOSE OF

THIS PROJECT SITE. THIS INFORMATION WAS

RELIED UPON FOR CIVIL DESIGN PURPOSES.

SURVEY COMPLETED BY:

KPFF 09/12/2024

MATCHLINE SEE SHEET C1.2

M

AT

CH

LI

N E

SE

E

SH

EE

T C1

.3

MULTICORELINK:2200270-10-EXC-C1.2

MULTICORELINK:2200270-10-EXC-C1.2

MULTICORELINK:2200270-10-EXC-C1.2

MULTICORELINK:2200270-10-EXC-C1.3

MULTICORELINK:2200270-10-EXC-C1.3

MULTICORELINK:2200270-10-EXC-C1.3

DAY USE

AREA

10"

12"

11"

16"

13"

10"

8"

16"

10"

13"

12"

20"

15"

28"

6"

24"

24"

15" 8"14"7"

9"8"9"

12" 30"

7"

31"

6"

24"

BROKEN

ASPHALT

PILE

323130

27 28

E

E

E

E

E

E

E

E

E

FLOOD ZONE LIMITS

NOTES:

1.) SEE SHEET C1.3 FOR SURVEY LEGEND.

2.) VERTICAL DATUM: NAVD 88 (GEOID 12A)

ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1

USING THE OREGON REAL-TIME GPS NETWORK (ORGN).

3.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM

(OCRS), OREGON COAST ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND

2 IS SOUTH 38°42'11" WEST.

4.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS

AFFECTING THE SUBJECT PROPERTY MAY EXIST.

5.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE

MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS

OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED

(POTHOLED) PRIOR TO CONSTRUCTION.

STORM TABLE:

CATCH BASIN

RIM = 28.96'

IE 12" OUT (N) = 27.46'

CATCH BASIN

RIM = 28.93'

IE 12" OUT (S) = 27.23'

CATCH BASIN

RIM = 24.85'

IE 12" IN (SE) = 22.55'

IE 12" OUT (NW) = 22.55'

DITCH INLET

RIM (TOP) = 18.85'

IE 18" IN (SW) = 15.70'

IE 18" OUT (NE) = 15.65'

DITCH INLET

RIM (TOP) = 16.92'

IE 18" IN (SW) = 14.07'

IE 18" OUT (NE) = 14.02'

SANITARY MANHOLE

RIM = 12.77'

LOCKED

SANITARY TABLE:

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

DISCLAIMER:

THIS SHEET REPRESENTS EXISTING SITE

CONDITIONS BASED ON A LAND SURVEY

PROVIDED BY KPFF OR BY OTHERS (NOT

COMPLETED UNDER KPFF DIRECT

SUPERVISION).

ALL INFORMATION SHOWN HEREON MAY OR

MAY NOT EXPLICITLY REFLECT THE ACTUAL

SURVEY DELIVERED FOR THE PURPOSE OF

THIS PROJECT SITE. THIS INFORMATION WAS

RELIED UPON FOR CIVIL DESIGN PURPOSES.

SURVEY COMPLETED BY:

KPFF 09/12/2024

MATCHLINE SEE SHEET C1.1

MULTICORELINK:2200270-10-EXC-C1.1

MULTICORELINK:2200270-10-EXC-C1.1

RULES

33C

OREGON

GEOLOGY

12" CMP

IE = 20.21'

F

BBQ

BBQ

BBQ

12''SD

12''SD

13"

12" 16"

19"

11"

8"

13"

13"

11"15"

21"

14" 14"

15"

20"

9"

12" 16"

15"

12"

10"

11"

14"

14"

17" 8"

22"

14"

RAIL FENCE

RAIL

FE

NCE

BEACH

DENSE

VEGETATION

DENSE

VEGETATION

F

201918

FLOOD ZONE LIMITS

LEGEND:

NOTES:

1.) SEE SHEET C1.2 FOR EXISTING UTILITY DATA.

2.) VERTICAL DATUM: NAVD 88 (GEOID 12A)

ELEVATION WAS ESTABLISHED THROUGH A GPS OBSERVATION ON CONTROL POINT NO. 1

USING THE OREGON REAL-TIME GPS NETWORK (ORGN).

3.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM

(OCRS), OREGON COAST ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND

2 IS SOUTH 38°42'11" WEST.

4.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS

AFFECTING THE SUBJECT PROPERTY MAY EXIST.

5.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE

MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS

OF UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED

(POTHOLED) PRIOR TO CONSTRUCTION.

BUILDING OUTLINE WITH DOOR

CONCRETE SURFACE

BUILDING OVERHANG

LEGEND:

OHU OVERHEAD UTILITY LINES

STORM LINE

CURB LINE

EDGE OF ASPHALT

BRUSH LINE

BUILDING COLUMN

DOUBLE POST SIGN

ELECTRICAL RV HOOKUP

TRANSFORMER

SANITARY/STORM STRUCTURE #

SANITARY/STORM CLEAN OUT

BOLLARD

TRAN

ELECTRICAL METER

POWER POLE

WATER VALVE

WATER METER

CATCH BASIN

SIGN

SEPTIC TANK LID

POWER POLE/OVERHEAD LIGHT

GUY ANCHOR

HOSE BIB

ELECTRICAL CABINET

ELECTRIC VEHICLE CHARGING STATION

IRRIGATION CONTROL VALVE

CAMPSITE MARKER

ELECTRICAL SWITCH

TELECOMMUNICATIONS RISER

SATELLITE DISH

ELECTRICAL JUNCTION BOX

T

E

STUMP

WETLAND FLAG SAMPLE POINT W/FLAG NO.

RD ROOF DRAIN

PAY STATION BOX

PROJECT CONTROL POINT

SD

AREA DRAIN

ES

BARBEQUE

ASPHALT SURFACE

DECIDUOUS TREE

-PERIMETER REPRESENTS DRIPLINE

CONIFEROUS TREE

-PERIMETER REPRESENTS DRIPLINE

BIKE RACK

#1

FIRE PIT

WALL

RV SEPTIC DUMP

W

UNKNOWN UTILITY MANHOLE

GRAVEL SURFACE

SINK WASTE DUMP

SEPTIC TANK VENT

ICV

TR

SD

HB

WOOD DECK SURFACE

U

B

BBQ

A1

F

WF

PB

ELECTRICAL VAULTEVLT

SANITARY MANHOLE WITH STRUCTURES

UNKNOWN UTILITY VAULTUVLT

ELECTRICAL LINEE

T TELECOMMUNICATIONS LINE

ELECTRICAL RISERER

CO

SW

V

D

EC

EV

EH

JB

SANITARY SEWER LINESS

WETLAND

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

DISCLAIMER:

THIS SHEET REPRESENTS EXISTING SITE

CONDITIONS BASED ON A LAND SURVEY

PROVIDED BY KPFF OR BY OTHERS (NOT

COMPLETED UNDER KPFF DIRECT

SUPERVISION).

ALL INFORMATION SHOWN HEREON MAY OR

MAY NOT EXPLICITLY REFLECT THE ACTUAL

SURVEY DELIVERED FOR THE PURPOSE OF

THIS PROJECT SITE. THIS INFORMATION WAS

RELIED UPON FOR CIVIL DESIGN PURPOSES.

SURVEY COMPLETED BY:

KPFF 09/12/2024

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MULTICORELINK:2200270-10-EXC-C1.1

1. CONTRACTOR MAY STAGE WITHIN EXISTING GRAVEL PARKING AREA.

2. REMOVE ALL SITE COMPONENTS IDENTIFIED IN THE PLANS AND

RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS.

3. ALL PERMITS REQUIRED BY THE JHA SHALL BE SECURED BY THE

CONTRACTOR CONTRACTOR.

4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE

PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED

BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.

5. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER

FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM

DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,

UNDERMINING, WASHOUT AND OTHER HAZARDS.

6. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY AT THE

NEAREST JOINT.

7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING

THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF

DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE

CONSTRUCTION ZONE MUST BE KEPT CLEAN.

8. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE

ABANDONED SHALL BE PLUGGED PER DETAIL 4/C5.5.

9. EROSION CONTROL SHALL BE SET UP IN PLACE AND APPROVED BY A

REGISTERED CERTIFIED EROSION CONTROL INSPECTOR PRIOR TO

COMMENCEMENT OF WORK.

20 SAWCUT EXISTING ASPHALT OR CONCRETE PAVEMENT.

21 REMOVE STORM CATCH BASIN.

22 CUT AND CAP STORM LINE AT CATCH BASIN CONNECTION. ABANDON

LINE IN PLACE.

23 EXCAVATE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE.

24 REMOVE CURB

25 REMOVE GATE AND POSTS

26 REMOVE ALL CURB, ASPHALT AND CONCRETE PAVEMENT

27 CLEAR AND GRUBB VEGETATION

28 REMOVE STORM CHANNEL

29 REMOVE TREE AND STUMP

40 PROTECT TREE.

41 PROTECT ELECTRICAL VAULT.

42 PROTECT UNDERGROUND UTILITIES.

60 SALVAGE PAY STATION AND STORE IN LOCATION AS DIRECTED BY

OWNER.

61 SALVAGE EV CHARGING STATION AND SIGNAGE AND STORE IN

LOCATION AS DIRECTED BY OWNER.

62 SALVAGE SIGN AND STORE IN LOCATION AS DIRECTED BY OWNER.

63 SALVAGE PARK INFORMATION SIGN AND STORE IN LOCATION AS

DIRECTED BY OWNER.

64 REMOVE PICNIC TABLE AND CONCRETE SLAB. RELOCATE AS

DIRECTED BY OWNER

SHEET NOTES

X DEMOLITION KEY NOTES

X PROTECTION KEY NOTES

X SALVAGE KEY NOTES

TRAN

E

HB

W

STOP

EV CH

AR

GI

NG

PAY

STATION

NO

PARKING

DO NOT

ENTER

PICNIC

SHELTER

OREGON

COAST TRAIL

HCP

TRAIL

MAP

HCP

HCP HCP

HCP HCP

HCP

CABIN

PARKING

ONLY

REGISTERED

GUESTS ONLY

CABIN

PARKING

ONLY

CABIN

PARKING

ONLY

CABIN

PARKING

ONLY

HCP

F

BB

BBQ

BBQ

BBQ

BBQ

''S

D

12''SD

PICNIC SHELTER

GATE

DU

M

PS

TE

R

DENSE

VEGETATION

C

12" CONC

IE = 24.71'

WF SP-4

WF SP-3

WF SP-1

WF SP-2

18" CONC

IE = 31.83'

E E

E

E

E E

E E

E

E

E

E E

E

E

E

EV

EC

JB

JB

JB

WETLAND

E1

WETLAND

E2

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD]

[E]

62 62

40TYP

REMOVE OR ABANDON UTILITY LINE IN

PLACE

SAWCUT LINE

DEMOLITION/WORK LIMITS (SHOWN OFFSET

FOR CLARITY)

PROPERTY LINE

SHEET LEGEND

HARDSCAPE DEMOLITION LIMITS. SEE

KEYNOTE 26

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

MATCHLINE SEE SHEET C2.2

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MULTICORELINK:2200270-15-DEMO-C2.2

MULTICORELINK:2200270-15-DEMO-C2.2

MULTICORELINK:2200270-15-DEMO-C2.2

MULTICORELINK:2200270-15-DEMO-C2.3

MULTICORELINK:2200270-15-DEMO-C2.3

MULTICORELINK:2200270-15-DEMO-C2.3

DAY USE

AREA

BROKEN

ASPHALT

PILE

E

E

E

E

E

E

E

E

E

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[E

[E

[E

REMOVE OR ABANDON UTILITY LINE IN

PLACE

SAWCUT LINE

DEMOLITION/WORK LIMITS (SHOWN OFFSET

FOR CLARITY)

PROPERTY LINE

SHEET LEGEND

HARDSCAPE DEMOLITION LIMITS. SEE

KEYNOTE 26

1. CONTRACTOR MAY STAGE WITHIN EXISTING GRAVEL PARKING AREA.

2. REMOVE ALL SITE COMPONENTS IDENTIFIED IN THE PLANS AND

RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS.

3. ALL PERMITS REQUIRED BY THE JHA SHALL BE SECURED BY THE

CONTRACTOR CONTRACTOR.

4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE

PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED

BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.

5. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER

FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM

DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,

UNDERMINING, WASHOUT AND OTHER HAZARDS.

6. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY AT THE

NEAREST JOINT.

7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING

THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF

DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE

CONSTRUCTION ZONE MUST BE KEPT CLEAN.

8. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE

ABANDONED SHALL BE PLUGGED PER DETAIL 4/C5.5.

9. EROSION CONTROL SHALL BE SET UP IN PLACE AND APPROVED BY A

REGISTERED CERTIFIED EROSION CONTROL INSPECTOR PRIOR TO

COMMENCEMENT OF WORK.

20 SAWCUT EXISTING ASPHALT OR CONCRETE PAVEMENT.

21 REMOVE STORM CATCH BASIN.

22 CUT AND CAP STORM LINE AT CATCH BASIN CONNECTION. ABANDON

LINE IN PLACE.

23 EXCAVATE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE.

24 REMOVE CURB

25 REMOVE GATE AND POSTS

26 REMOVE ALL CURB, ASPHALT AND CONCRETE PAVEMENT

27 CLEAR AND GRUBB VEGETATION

28 REMOVE STORM CHANNEL

29 REMOVE TREE AND STUMP

40 PROTECT TREE.

41 PROTECT ELECTRICAL VAULT.

42 PROTECT UNDERGROUND UTILITIES.

60 SALVAGE PAY STATION AND STORE IN LOCATION AS DIRECTED BY

OWNER.

61 SALVAGE EV CHARGING STATION AND SIGNAGE AND STORE IN

LOCATION AS DIRECTED BY OWNER.

62 SALVAGE SIGN AND STORE IN LOCATION AS DIRECTED BY OWNER.

63 SALVAGE PARK INFORMATION SIGN AND STORE IN LOCATION AS

DIRECTED BY OWNER.

64 REMOVE PICNIC TABLE AND CONCRETE SLAB. RELOCATE AS

DIRECTED BY OWNER

SHEET NOTES

X DEMOLITION KEY NOTES

X PROTECTION KEY NOTES

X SALVAGE KEY NOTES

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

MATCHLINE SEE SHEET C2.1

MULTICORELINK:2200270-15-DEMO-C2.1

MULTICORELINK:2200270-15-DEMO-C2.1

OREGON

GEOLOGY

12" CMP

IE = 20.21'

F

BBQ

BBQ

BBQ

12''SD

12''SD

RAIL FENCE

RAIL

FE

NCE

BEACH

DENSE

VEGETATION

DENSE

VEGETATION

F

[W

[W

[W

[W

[E]

[E]

[E

[E

REMOVE OR ABANDON UTILITY LINE IN

PLACE

SAWCUT LINE

DEMOLITION/WORK LIMITS (SHOWN OFFSET

FOR CLARITY)

PROPERTY LINE

SHEET LEGEND

HARDSCAPE DEMOLITION LIMITS. SEE

KEYNOTE 26

1. CONTRACTOR MAY STAGE WITHIN EXISTING GRAVEL PARKING AREA.

2. REMOVE ALL SITE COMPONENTS IDENTIFIED IN THE PLANS AND

RECYCLE COMPONENTS AS REQUIRED IN THE SPECIFICATIONS.

3. ALL PERMITS REQUIRED BY THE JHA SHALL BE SECURED BY THE

CONTRACTOR CONTRACTOR.

4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE

PROCUREMENT AND COMPLETION OF THE WORK SHALL BE SECURED

BY THE CONTRACTOR PRIOR TO COMMENCING DEMOLITION.

5. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER

FACILITIES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM

DAMAGES CAUSED BY SETTLEMENT, LATERAL MOVEMENT,

UNDERMINING, WASHOUT AND OTHER HAZARDS.

6. SAWCUT STRAIGHT LINES IN SIDEWALK, AS NECESSARY AT THE

NEAREST JOINT.

7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING

THE DEMOLITION PERIOD, AND DURING TRANSPORTATION OF

DEMOLITION DEBRIS. ALL STREET SURFACES OUTSIDE THE

CONSTRUCTION ZONE MUST BE KEPT CLEAN.

8. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE

ABANDONED SHALL BE PLUGGED PER DETAIL 4/C5.5.

9. EROSION CONTROL SHALL BE SET UP IN PLACE AND APPROVED BY A

REGISTERED CERTIFIED EROSION CONTROL INSPECTOR PRIOR TO

COMMENCEMENT OF WORK.

20 SAWCUT EXISTING ASPHALT OR CONCRETE PAVEMENT.

21 REMOVE STORM CATCH BASIN.

22 CUT AND CAP STORM LINE AT CATCH BASIN CONNECTION. ABANDON

LINE IN PLACE.

23 EXCAVATE ASPHALT PAVEMENT AND CRUSHED ROCK SUBGRADE.

24 REMOVE CURB

25 REMOVE GATE AND POSTS

26 REMOVE ALL CURB, ASPHALT AND CONCRETE PAVEMENT

27 CLEAR AND GRUBB VEGETATION

28 REMOVE STORM CHANNEL

29 REMOVE TREE AND STUMP

40 PROTECT TREE.

41 PROTECT ELECTRICAL VAULT.

42 PROTECT UNDERGROUND UTILITIES.

60 SALVAGE PAY STATION AND STORE IN LOCATION AS DIRECTED BY

OWNER.

61 SALVAGE EV CHARGING STATION AND SIGNAGE AND STORE IN

LOCATION AS DIRECTED BY OWNER.

62 SALVAGE SIGN AND STORE IN LOCATION AS DIRECTED BY OWNER.

63 SALVAGE PARK INFORMATION SIGN AND STORE IN LOCATION AS

DIRECTED BY OWNER.

64 REMOVE PICNIC TABLE AND CONCRETE SLAB. RELOCATE AS

DIRECTED BY OWNER

SHEET NOTES

X DEMOLITION KEY NOTES

X PROTECTION KEY NOTES

X SALVAGE KEY NOTES

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

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MULTICORELINK:2200270-15-DEMO-C2.1

NO

P

AR

KI

NG

EV EV

TRAN

E

HB

W

STOP

NO

PARKING

REGISTERED

GUESTS ONLY

F

BBQ

BBQ

BBQ

BBQ

12''SD

PICNIC SHELTER

WF SP-4

WF SP-3

WF SP-1

WF SP-2

E E

E

E

E E

E E

E

E

E

E E

E

E

E

EC

JB

JB

JB

WETLAND

E1

WETLAND

E2

9.0'

TYP

9.0'

TYP9.0'

TYP

9.0'

TYP

9.0'

TYP

9.0'

TYP

9.0'

TYP

9.0'

TYP

9.0'

TYP 9.0'

TYP

8.

0'

TY

P8.

0'

TY

P

9.

0'

TY

P

9.0'

TYP

9.0'

TYP

9.0'

TYP

9.0'

TYP

9.0'

TYP

9.0'

TYP

.0

TY

P

.0

TY

P

.0

TY

P

.0

TY

P

.0

TY

P

.0

TY

P19 .0

TY

P

.0

TY

P

.0

TY

P

.0

TY

P

.0

TY

P

.0

TY

P

.0

TY

P19

.0

TY

P

20.0'

TYP 20.0'

TYP

19.0'

TYP

14 TYPE 4

12 12

3 3

14 TYPE 3

15 (TYP)

15 (TYP)

15 (TYP)

15 (TYP)

14 TYPE 3

MODIFIED

14TYPE 1

14 TYPE 1

14 TYPE 1

14 TYPE 114 TYPE 1

14 TYPE 1

14 TYPE 1

14 TYPE 1

14 TYPE 1

14TYPE 1

14TYPE 1

14 TYPE 1

14 TYPE 4

14TYPE 4

MODIFIED

14TYPE 4

14 SEE LANDSCAPE

PLANS

1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.

2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER

DETAIL 8/C6.1.

3. INSTALL WHEEL STOP IN ALL PARKING STALLS ADJACENT TO A

SIDEWALK.

4. ALL PARKING STALL DIMENSIONS AND PAVEMENT MARKING SHALL

BE INSTALLED PER DETAILS 4/C6.2 & 1/C6.3

5. PAVING SUBGRADE TO BE FIRM AND UNYIELDING. WHERE SOFT

SPOTS ARE FOUND, OVER EXCAVATION IS REQUIRED. ADDITIONAL

SUBGRADE STABILIZATION IS 12" IN ADDITION TO THE PROPOSED

SECTION

6. REFER TO LANDSCAPE PLANS FOR DETAILED PARKING LOT AND

PLAZA LAYOUT

# DESCRIPTION DETAIL REF.

1 SAWCUT LINE

2 STANDARD CURB 4/C6.1

3 CURB ENDING 6/C6.1

4 PAY STATION - SEE LANDSCAPE & ELECTRICAL PLANS

5 VAULT TOILET - SEE LANDSCAPE PLANS

6 ADA PARKING STALLS AND AISLE STRIPING 4/C6.2

7 ADA PARKING SIGN 6/C6.2

8 TEMPORARY DROP-OFF - 4" WHITE STRIPE AT 3' O.C.

9 TRASH COMPACTOR AREA

10 TRANSITION FROM FLUSH TO STANDARD CURB

11 FLUSH CURB 5/C6.1

12 CURB CUT 2/C6.3

13 ELECTRIC VEHICLE PARKING - SEE ELECTRICAL PLANS

14 CURB RAMP - TYPE AS NOTED 1,3,5,8/C6.2

15 WHEEL STOP 9/C6.1

16 RIPRAP AT STORM OUTFALL 2/C6.4

REMOVE 3" OF EXISTING GRAVEL PARKING LOT AND

INSTALL 3" OF COMPACTED AGGREGATE. MATCH

EXISTING GRADES

REMOVE AND DISPOSE OF BROKEN ASPHALT PILE.

GRADE AREA TO MATCH EXISTING EDGES AND

PROVIDE 3" OF AGGREGATE BASE TO COVER EXISTING

GRADE

19 EXISTING STORMWATER OUTFALL

20 CONNECT TO EXISTING GRAVEL TRAIL

X KEY NOTES

SHEET NOTES

3&7 C6.1

STORMWATER

PLANTER/FACILITY

SEE GRADING AND DRAINAGE PLANS

HEAVY ASPHALT

PAVEMENT

CONCRETE SIDEWALK

1&2 C4.8

C6.1

PROPERTY LINE

SHEET LEGEND

SAWCUT LINE

CROSSWALK STRIPING 3

C6.3

LANDSCAPED AREA

SEE LANDSCAPE PLANS

GRAVEL ROAD 10

C6.1

LIGHT ASPHALT

PAVEMENT

C6.1

VEHICLE CONCRETE

PAVEMENT

2&7 C6.1

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

MATCHLINE SEE SHEET C3.2

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C3 .3

MULTICORELINK:2200270-20-SITE-C3.2

MULTICORELINK:2200270-20-SITE-C3.2

MULTICORELINK:2200270-20-SITE-C3.2

MULTICORELINK:2200270-20-SITE-C3.3

MULTICORELINK:2200270-20-SITE-C3.3

MULTICORELINK:2200270-20-SITE-C3.3

BROKEN

ASPHALT

PILE

E

E

E

E

E

E

E

E

E

9.0'

TYP

9.0'

TYP

9.0'

TYP

9.

0'

TY

P

.0

TY

P

.0

TY

P

.0

TY

P

19.0'

TYP

19.0'

TYP

9.

0'

TY

P

32.6' 16.5' 16.5' 16.5' 16.5' 16.5' 16.5' 19.0'

15 (TYP)14TYPE 2

14TYPE 2

14 TYPE 1

14TYPE 4

1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.

2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER

DETAIL 8/C6.1.

3. INSTALL WHEEL STOP IN ALL PARKING STALLS ADJACENT TO A

SIDEWALK.

4. ALL PARKING STALL DIMENSIONS AND PAVEMENT MARKING SHALL

BE INSTALLED PER DETAILS 4/C6.2 & 1/C6.3

5. PAVING SUBGRADE TO BE FIRM AND UNYIELDING. WHERE SOFT

SPOTS ARE FOUND, OVER EXCAVATION IS REQUIRED. ADDITIONAL

SUBGRADE STABILIZATION IS 12" IN ADDITION TO THE PROPOSED

SECTION

6. REFER TO LANDSCAPE PLANS FOR DETAILED PARKING LOT AND

PLAZA LAYOUT

# DESCRIPTION DETAIL REF.

1 SAWCUT LINE

2 STANDARD CURB 4/C6.1

3 CURB ENDING 6/C6.1

4 PAY STATION - SEE LANDSCAPE & ELECTRICAL PLANS

5 VAULT TOILET - SEE LANDSCAPE PLANS

6 ADA PARKING STALLS AND AISLE STRIPING 4/C6.2

7 ADA PARKING SIGN 6/C6.2

8 TEMPORARY DROP-OFF - 4" WHITE STRIPE AT 3' O.C.

9 TRASH COMPACTOR AREA

10 TRANSITION FROM FLUSH TO STANDARD CURB

11 FLUSH CURB 5/C6.1

12 CURB CUT 2/C6.3

13 ELECTRIC VEHICLE PARKING - SEE ELECTRICAL PLANS

14 CURB RAMP - TYPE AS NOTED 1,3,5,8/C6.2

15 WHEEL STOP 9/C6.1

16 RIPRAP AT STORM OUTFALL 2/C6.4

REMOVE 3" OF EXISTING GRAVEL PARKING LOT AND

INSTALL 3" OF COMPACTED AGGREGATE. MATCH

EXISTING GRADES

REMOVE AND DISPOSE OF BROKEN ASPHALT PILE.

GRADE AREA TO MATCH EXISTING EDGES AND

PROVIDE 3" OF AGGREGATE BASE TO COVER EXISTING

GRADE

19 EXISTING STORMWATER OUTFALL

20 CONNECT TO EXISTING GRAVEL TRAIL

X KEY NOTES

SHEET NOTES

3&7 C6.1

STORMWATER

PLANTER/FACILITY

SEE GRADING AND DRAINAGE PLANS

HEAVY ASPHALT

PAVEMENT

CONCRETE SIDEWALK

1&2 C4.8

C6.1

PROPERTY LINE

SHEET LEGEND

SAWCUT LINE

CROSSWALK STRIPING 3

C6.3

LANDSCAPED AREA

SEE LANDSCAPE PLANS

GRAVEL ROAD 10

C6.1

LIGHT ASPHALT

PAVEMENT

C6.1

VEHICLE CONCRETE

PAVEMENT

2&7 C6.1

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

MATCHLINE SEE SHEET C3.1

F

BBQ

BBQ

BBQ

12''SD

12''SD

RAIL FENCE

RAIL

FE

NCE

BEACH

DENSE

VEGETATION

DENSE

VEGETATION

F

1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF WALL.

2. ALL SIDEWALK PAVEMENT JOINTS SHALL BE CONSTRUCTED PER

DETAIL 8/C6.1.

3. INSTALL WHEEL STOP IN ALL PARKING STALLS ADJACENT TO A

SIDEWALK.

4. ALL PARKING STALL DIMENSIONS AND PAVEMENT MARKING SHALL

BE INSTALLED PER DETAILS 4/C6.2 & 1/C6.3

5. PAVING SUBGRADE TO BE FIRM AND UNYIELDING. WHERE SOFT

SPOTS ARE FOUND, OVER EXCAVATION IS REQUIRED. ADDITIONAL

SUBGRADE STABILIZATION IS 12" IN ADDITION TO THE PROPOSED

SECTION

6. REFER TO LANDSCAPE PLANS FOR DETAILED PARKING LOT AND

PLAZA LAYOUT

# DESCRIPTION DETAIL REF.

1 SAWCUT LINE

2 STANDARD CURB 4/C6.1

3 CURB ENDING 6/C6.1

4 PAY STATION - SEE LANDSCAPE & ELECTRICAL PLANS

5 VAULT TOILET - SEE LANDSCAPE PLANS

6 ADA PARKING STALLS AND AISLE STRIPING 4/C6.2

7 ADA PARKING SIGN 6/C6.2

8 TEMPORARY DROP-OFF - 4" WHITE STRIPE AT 3' O.C.

9 TRASH COMPACTOR AREA

10 TRANSITION FROM FLUSH TO STANDARD CURB

11 FLUSH CURB 5/C6.1

12 CURB CUT 2/C6.3

13 ELECTRIC VEHICLE PARKING - SEE ELECTRICAL PLANS

14 CURB RAMP - TYPE AS NOTED 1,3,5,8/C6.2

15 WHEEL STOP 9/C6.1

16 RIPRAP AT STORM OUTFALL 2/C6.4

REMOVE 3" OF EXISTING GRAVEL PARKING LOT AND

INSTALL 3" OF COMPACTED AGGREGATE. MATCH

EXISTING GRADES

REMOVE AND DISPOSE OF BROKEN ASPHALT PILE.

GRADE AREA TO MATCH EXISTING EDGES AND

PROVIDE 3" OF AGGREGATE BASE TO COVER EXISTING

GRADE

19 EXISTING STORMWATER OUTFALL

20 CONNECT TO EXISTING GRAVEL TRAIL

X KEY NOTES

SHEET NOTES

3&7 C6.1

STORMWATER

PLANTER/FACILITY

SEE GRADING AND DRAINAGE PLANS

HEAVY ASPHALT

PAVEMENT

CONCRETE SIDEWALK

1&2 C4.8

C6.1

PROPERTY LINE

SHEET LEGEND

SAWCUT LINE

CROSSWALK STRIPING 3

C6.3

LANDSCAPED AREA

SEE LANDSCAPE PLANS

GRAVEL ROAD 10

C6.1

LIGHT ASPHALT

PAVEMENT

C6.1

VEHICLE CONCRETE

PAVEMENT

2&7 C6.1

SCALE

1 INCH = 20 FEET

20 400

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

M

AT

CH

LI

N E

SE

E

SH

EE

T

CX

.X X

NO

P

AR

KI

NG

EV EV

TRAN

E

HB

W

STOP

NO

PARKING

RULES

33C

REGISTERED

GUESTS ONLY

DAY USE

AREA

F

F

BBQ

BBQ

BBQ

BBQ

BBQ

BBQ

BBQ

12''SD

F

WF SP-4

WF SP-3

WF SP-1

WF SP-2

E E

E

E

E

E

E

E

EC

JB

JB

JB

WETLAND

E1

WETLAND

E2

E

E

E E

E E

E

E E

C4.1 C4.2

C4.4C4.3

C4.5 C4.6

C4.7

SCALE

1 INCH = 40 FEET

40 800

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

NO

P

AR

KI

NG

W

RUL

ES

33C

F

BBQ

12''SD

12''SD

12''SD

12''SD

12''SD

12''SD

12''SD

12''SD

E

E E

E E

E E

E E

JB

WE

TLA

ND

E2

E E E E

E E

E E

E E

E

E

E

E

E

1.5%

1.6%

2.

0%

1.1%

5.3

EX. 12"

SD-A

110.90' ∅6"SD-B

7.79'

∅1 2"

SD

-A 25

.0 2'

∅12"

SD-E

36.71'

1.5%

1.5

∅12"

SD-A

110.81'

∅8"

SD-C

51.61'

∅6"SD-C

67.39'

∅8

SD

-A 75

.7 6'

2.50'

27.02 TC

26.52 TP

27.46 TC

26.96 TP

27.73 TC

27.23 TP

27.28 TC/TP

28.37 TC

27.87 TP

28.10 TP

27.76 TC

27.26 TP

27.79 TC

27.29 TP

27.55 TC/TP

27.42 TC

26.92 TP

27.21 TC

26.71 TP

27.10 TC

26.60 TP

27.29 TC

26.79 TP

27.48 TC

26.98 TP

27.92 TC

27.42 TP

28.14 TC

27.64 TP

28.07 TC

27.57 TP

28.32 TC

27.82 TP

26.92 TC

26.42 TP

25.89 TC/TP

26.33 TC

25.83 TP

27.09 TC/TP

26.98 TC/TP

27.87 TC/TP

27.79 TC/TP

26.62 TC

26.12 TP

26.29 BOW

26.35 BOW

(25.7±)

(25.8±)

26.54 BOW

27.57 CC

28.34 CC

27.68 TC/TP

27.82 TC/TP 28.09 TC/TP

28.22 TC/TP

27.59 TP27.40 TP

27.50 TC

27.37 TP

27.16 TP

27.19 TC

26.69 TP

27.27 TC

26.77 TP

26.70 TC

26.20 TP

27.09 BOW

27.25 TP

27.13 TP

27.33 BOW

26.99 TC

26.49 TP

26.20 TC/TP

26.28 TC/TP

28.22 TC

27.72 TP

28.16 TP

27.90 TP

28.08 CC

26.38 BOP

(26.4±) (27.1±)

(26.4±) (25.8±)

(25.7±)

(24.7±)

(24.5±)

RIM=25.84

MH-01

CONSTRUCT OVER EXISTING 12" PIPE

0+00.00 =

1+10.88SD-A

SD-B

SD-B

OV-05

RIM=24.80

0+07.79

SD-B

CB-01

RIM=25.85

0+22.56

SD-C

RIM=27.30

OV-01

PIPE ALIGNMENT INTERSECTION

0+21.02 =

2+47.15SD-A

SD-E

SD-E

OV-06

0+36.48

SD-E

OF-02

0+00.00

SD-C

OF-01

0+00.18

SD-F

CO-01

1+41.56

SD-CMH-02

RIM=27.66

2+21.78

SD-A

EX-OF

0+00.00

SD-A

CB-05

RIM=26.36

0+74.17

SD-C

∅8"

SD-C

22.57'

0+00

1+00

2+00

0+00

1+00

0+00

27.09 TC/TP

0+

.9

0+

0+

.13

0+00

27.79 TC/TP

OV-06

RIM=26.80

0+36.48

SD-E

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

2.

3%

1.9

1.9%

1.0%

1.

2%

1.5%

0.

7%

1.

5%

1.5%

1.5%

1.

3%

0.

8%

1.

0%

4.8%

5.

4%

4.

9%

1.0%

1.8%

0.

9%

0.

9%

1.5% 1.5%

1.5%

1.8%

1.

0%

1.5%

0.

8%

XX.XX XX

SITE SHEET NOTES

GRADING LABEL LEGEND

(XXX.X±)

X.X%

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BOP BOTTOM OF PLANTER

BOW BACK OF WALK

EG EXISTING GRADE

FG FINISHED GRADE

RIM RIM OF STRUCTURE

TC TOP OF CURB

TP TOP OF PAVEMENT

1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY

DIRECTION.

3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA

ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).

CALLOUT DESCRIPTION

EXISTING GRADE

(MATCH WHERE APPLICABLE)

GRADING SLOPE AND DIRECTION (DOWNHILL)

SHEET LEGEND

EE

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

GRADE BREAK

SAWCUT LINE

ELECTRICAL SERVICE - SEE ELECTRICAL

PLANS FOR ALIGNMENT DETAILS

GRADING LIMITS

PERFORATED STORM PIPE - SUBDRAINAGE

STANDARD STORM PIPE

STORM SHEET NOTES

UTILITY LABEL LEGEND

∅X"SD-X

51.61'

STRUCTURE LABEL

XX XX-XX

X+XX.X RT X.X'

RIM=

IE IN = XX.X

IE OUT = XX.X

STRUCTURE TYPE CALLOUT

UTILITY TYPE (SD=STORM DRAINAGE)

ID NUMBER (WHERE APPLICABLE)

STRUCTURE INFO (WHERE APPLICABLE)

LOCATION (WHERE APPLICABLE)

1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE

CONSTRUCTED PER DETAIL 1/C6.5.

2. STATIONS SHOWN ON STRUCTURES ARE SHOWN AT CENTER OF

STRUCTURE.

3. SEE SHEET C4.9 FOR VERTICAL DESIGN INFORMATION AND

STRUCTURE LOCATION TABLES

PIPE LABEL

REFERENCE PROFILE

UTILITY SIZE

UTILITY LENGTH

CALLOUT DESCRIPTION DETAIL REF.

CB CATCH BASIN 6/C6.5

CC CURB CUT INLET 2/C6.3

CULV CULVERT INLET 5/C6.5

CO CLEANOUT TO GRADE 3/C6.5

FF FINISHED FLOOR ELEVATION

MH FLAT TOP MANHOLE 2/C6.5

OF OUTFALL 1&2/C6.4

OV OVERFLOW INLET 5/C6.4

STRUCTURE TYPE

X UTILITY KEY NOTES

NOTE DESCRIPTION DETAIL

REF.

1 STORMWATER PLANTER 8/C6.4

2 STORMWATER FACILITY - 1 1/C4.8

3 STORMWATER FACILITY - 2 2/C4.8

!! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O.5/C6.3

SCALE

1 INCH = 10 FEET

10 200

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

MATCHLINE SEE SHEET C4.3

M

AT

CH

LI

N E

SE

E

SH

EE

T C4

.2

REGISTERED

GUESTS ONLY

WF SP-4

WF SP-3

30 31

∅6"SD-C

65.20'

16 LF - 8"SD

S=1.76% SD CULV-1 IN

IE 8" OUT=28.40 (NW)1

2.50'

28.55 TC/TP

29.11 TC/TP

30.55 TC/TP

30.79 TC

30.29 TP

30.79 TC

30.29 TP

32.23 TC

31.73 TP

32.72 TC

32.22 TP

34.02 TC

33.52 TP

28.72 TC

28.22 TP

28.72 TC

28.22 TP

29.35 TC

28.85 TP

28.10 TP

28.36 TC/TP

29.08 TC/TP

29.36 TC

28.86 TP

29.36 TC

28.86 TP 29.52 TC

29.02 TP

30.00 TP

29.60 TC

29.10 TP

29.64 TC

29.14 TP

29.65 TC

29.15 TP

29.49 TC/TP 30.90 TC/TP

31.40 TC

30.90 TP

31.51 TC

31.01 TP

32.92 TC

32.42 TP

33.02 TC

32.52 TP

33.41 TC

32.91 TP

33.41 TC

32.91 TP

33.35 TC

32.85 TP

33.03 TC

32.53 TP

30.39 TC

29.89 TP

30.56 TC

30.06 TP

30.56 TC

30.06 TP

29.90 TC

29.40 TP

29.85 TC

29.35 TP

29.60 TC

29.10 TP

30.21 TC

29.71 TP

30.14 TC

29.64 TP

28.92 TP28.71 TP

28.72 TP

28.73 TP

28.95 TP

29.36 TC/TP 29.43 TC/TP

29.95 TC/TP 30.00 TC/TP

32.73 TC/TP

32.67 TC/TP

28.68 CC

28.34 CC

31.04 CC

28.52 BOW 28.90 BOW 31.12 BOW

29.49 TP

29.54 TP 29.59 TP

29.54 TP

30.28 TC/TP

30.41 TC/TP

29.24 TC

28.74 TP

29.35 TC

28.85 TP

28.11 BOP

28.73 TP

29.03 TC/TP

28.98 TC/TP

28.42 TP

28.41 BOP

32.47 BOP

29.89 CC

31.17 BOW

31.10 TP

30.37 BOW

30.53 BOW

(29.1±) (29.5±) (31.3±)

(31.8±) (31.9±)

(31.8±)

(33.7±)

(34.7±)

CB-04

RIM=28.85

2+06.76

SD-C

SD OF-03

IE 8" IN=28.11 (SE)

3.00'

3.00'

2+09.562+00

28.67 BOW

29.06 BOW

28.77 FF

2.

6%

4.

2%

2.

1%

0.9%

1.0%

1.

0%1.0%

1.

0%

1.5%

1.5%

1.5%

0.

9%

4.

8%

2.2%

1.5 %1.

3%

1.9%

3.6%

1.5%

1.

5%

1.5%

1.

5%

1.

3%

1.5%

3.

3%

1.0%

1.

0%1.

0%

1.

5%

4.5%

1.8%

1.

5%

28.77 TC/TP

STORM SHEET NOTES

UTILITY LABEL LEGEND

STRUCTURE LABEL

XX XX-XX

X+XX.X RT X.X'

RIM=

IE IN = XX.X

IE OUT = XX.X

STRUCTURE TYPE CALLOUT

UTILITY TYPE (SD=STORM DRAINAGE)

ID NUMBER (WHERE APPLICABLE)

STRUCTURE INFO (WHERE APPLICABLE)

LOCATION (WHERE APPLICABLE)

1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE

CONSTRUCTED PER DETAIL 1/C6.5.

2. STATIONS SHOWN ON STRUCTURES ARE SHOWN AT CENTER OF

STRUCTURE.

3. SEE SHEET C4.9 FOR VERTICAL DESIGN INFORMATION AND

STRUCTURE LOCATION TABLES

PIPE LABEL

XX.XX XX

SITE SHEET NOTES

SHEET LEGEND

GRADING LABEL LEGEND

(XXX.X±)

X.X%

EE

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BOP BOTTOM OF PLANTER

BOW BACK OF WALK

EG EXISTING GRADE

FG FINISHED GRADE

RIM RIM OF STRUCTURE

TC TOP OF CURB

TP TOP OF PAVEMENT

GRADE BREAK

1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY

DIRECTION.

3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA

ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).

CALLOUT DESCRIPTION

EXISTING GRADE

(MATCH WHERE APPLICABLE)

SAWCUT LINE

GRADING SLOPE AND DIRECTION (DOWNHILL)

ELECTRICAL SERVICE - SEE ELECTRICAL

PLANS FOR ALIGNMENT DETAILS

GRADING LIMITS

PERFORATED STORM PIPE - SUBDRAINAGE

STANDARD STORM PIPE

CALLOUT DESCRIPTION DETAIL REF.

CB CATCH BASIN 6/C6.5

CC CURB CUT INLET 2/C6.3

CULV CULVERT INLET 5/C6.5

CO CLEANOUT TO GRADE 3/C6.5

FF FINISHED FLOOR ELEVATION

MH FLAT TOP MANHOLE 2/C6.5

OF OUTFALL 1&2/C6.4

OV OVERFLOW INLET 5/C6.4

∅X"SD-X

51.61'

STRUCTURE TYPE

PIPE LABEL

REFERENCE PROFILE

UTILITY SIZE

UTILITY LENGTH

X UTILITY KEY NOTES

NOTE DESCRIPTION DETAIL

REF.

1 STORMWATER PLANTER 8/C6.4

2 STORMWATER FACILITY - 1 1/C4.8

3 STORMWATER FACILITY - 2 2/C4.8

!! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O.5/C6.3

SCALE

1 INCH = 10 FEET

10 200

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

MATCHLINE SEE SHEET C4.4MATCHLINE SEE SHEET C4.3

M

AT

CH

LI

N E

SE

E

SH

EE

T C4

.1

EV EV

TRAN

E

HB

STOP

NO

PARKING

BBQ

WF SP-1

WF SP-2

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

EC

JB

JB

E E E

E

E

E

E

E

E

E

E

E E

E E

E E

E E

E E

∅8

SD

-A 75

.7 6'

∅6

SD

-F 76

.1 8'

∅8"

SD-F

70.72'

∅8

SD

-A

.1

0'

27.67 TC

27.17 TP

27.41 TC/TP

27.53 TC/TP

28.11 TC

27.61 TP 29.03 TC

28.53 TP

29.20 TC

28.70 TP

29.20 TC

28.70 TP29.08 TC

28.58 TP

29.01 TC

28.51 TP

28.96 TC

28.46 TP

28.63 TC

28.13 TP

28.46 TC

27.96 TP

28.39 TC

27.89 TP

29.43 TC/TP

29.76 TC

29.26 TP

29.76 TC

29.26 TP29.65 TC

29.15 TP

29.57 TC

29.07 TP

29.35 TC

28.85 TP

29.40 TC

28.90 TP

29.46 TC

28.96 TP

29.73 TC

29.23 TP

30.06 TC

29.56 TP

30.12 TC

29.62 TP 30.19 TC

29.69 TP

30.19 TC

29.69 TP

29.94 TC

29.44 TP

27.40 TC

26.90 TP

27.27 BOW

28.29 TC

27.79 TP

28.04 TC

27.54 TP

28.16 TC

27.66 TP

28.58 TC

28.08 TP

28.98 TC

28.48 TP

29.10 TC

28.60 TP

28.82 TC/TP

28.53 CC

29.20 CC 29.55 CC

29.90 CC

30.69 CC30.26 CC29.44 CC

28.29 BOW

29.22 TP

29.44 TC/TP

28.88 TC

28.38 TP

28.88 TC

28.38 TP

28.63 TC/TP

28.77 TC/TP

28.90 TC/TP 29.17 TC/TP

29.31 TC/TP

28.30 BOP

30.62 TP

30.22 TP29.83 TP

29.55 TP

29.48 TP

29.21 TP28.95 TP

28.39 TP

28.31 TP28.26 TP

28.34 TP

29.49 TP

29.41 TP

29.48 TP

28.29 TC/TP

28.31 TC/TP

28.64 TC/TP

28.69 TC/TP

29.23 TC/TP

29.29 TC/TP

29.36 TC/TP

29.43 TC/TP

29.76 TC/TP

29.84 TC/TP

28.05 TC/TP

28.10 TC/TP

28.38 TC/TP

28.30 TC/TP

29.00 TC

28.50 TP

28.20 BOW

28.06 BOW

28.24 BOW

31.12 CC

29.83 TP

31.01 TP

27.30 BOP

(28.7±) (28.5±)

(28.3±)

(27.2±)

(27.4±)

(27.4±)

(26.6±) (28.0±)

(27.9±)

(26.6±)

CB-02

RIM=27.57

0+70.90

SD-F OV-02

RIM=28.20

3+22.90

SD-A

CB-03

RIM=28.53

1+47.07

SD-F

OV-03

RIM=29.40

3+98.65

SD-A

4.00'

8.00'

3+

4+

∅8

SD

-A 75

.7 6'

1+

.0

1+

28.22 BOW

28.58 TC

28.08 TP

28.35 TC

27.85 TP

E E E E E E E

E

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

1.

5%

1.

5%

1.0%

1.0%

1.

5%

1.0%

1.

5%

1.5%

1.0%

1.5%

1.

7%

2.

5%

0.0%

0.

5%1.

3% 5.2%

2.

9%

1.

5%

1.7%

1.3%

1.

5%1.

5%

1.5%

1.3%

1.0%

1.

5%

5.

3%

6.5%

1.

2%

1.3%

1.9%

2.2%

1.6%

1.5%

1.5%

1.5%

1.

5%

1.0%

1.

5%

1.5%

1.5%

3.

0%

1.

3%

1.5%

1.

2%

1.

5%

1.5%

1.5%

1.

2%

1.9%

1.8%

1.

0%

0.6%

0.9%

1.5% 1.5%

1.8%

0.

4%

0.

4%

1.5%

1.5%

STORM SHEET NOTES

UTILITY LABEL LEGEND

STRUCTURE LABEL

XX XX-XX

X+XX.X RT X.X'

RIM=

IE IN = XX.X

IE OUT = XX.X

STRUCTURE TYPE CALLOUT

UTILITY TYPE (SD=STORM DRAINAGE)

ID NUMBER (WHERE APPLICABLE)

STRUCTURE INFO (WHERE APPLICABLE)

LOCATION (WHERE APPLICABLE)

1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE

CONSTRUCTED PER DETAIL 1/C6.5.

2. STATIONS SHOWN ON STRUCTURES ARE SHOWN AT CENTER OF

STRUCTURE.

3. SEE SHEET C4.9 FOR VERTICAL DESIGN INFORMATION AND

STRUCTURE LOCATION TABLES

XX.XX XX

SITE SHEET NOTES

SHEET LEGEND

GRADING LABEL LEGEND

(XXX.X±)

X.X%

EE

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BOP BOTTOM OF PLANTER

BOW BACK OF WALK

EG EXISTING GRADE

FG FINISHED GRADE

RIM RIM OF STRUCTURE

TC TOP OF CURB

TP TOP OF PAVEMENT

GRADE BREAK

1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY

DIRECTION.

3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA

ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).

CALLOUT DESCRIPTION

EXISTING GRADE

(MATCH WHERE APPLICABLE)

SAWCUT LINE

GRADING SLOPE AND DIRECTION (DOWNHILL)

ELECTRICAL SERVICE - SEE ELECTRICAL

PLANS FOR ALIGNMENT DETAILS

GRADING LIMITS

PERFORATED STORM PIPE - SUBDRAINAGE

STANDARD STORM PIPE

∅X"SD-X

51.61'

PIPE LABEL

REFERENCE PROFILE

UTILITY SIZE

UTILITY LENGTH

X UTILITY KEY NOTES

NOTE DESCRIPTION DETAIL

REF.

1 STORMWATER PLANTER 8/C6.4

2 STORMWATER FACILITY - 1 1/C4.8

3 STORMWATER FACILITY - 2 2/C4.8

!! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O.5/C6.3

CALLOUT DESCRIPTION DETAIL REF.

CB CATCH BASIN 6/C6.5

CC CURB CUT INLET 2/C6.3

CULV CULVERT INLET 5/C6.5

CO CLEANOUT TO GRADE 3/C6.5

FF FINISHED FLOOR ELEVATION

MH FLAT TOP MANHOLE 2/C6.5

OF OUTFALL 1&2/C6.4

OV OVERFLOW INLET 5/C6.4

STRUCTURE TYPE

SCALE

1 INCH = 10 FEET

10 200

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

M

AT

CH

LI

N E

SE

E

SH

EE

T C4

.4

MATCHLINE SEE SHEET C4.5

MATCHLINE SEE SHEET C4.1

32 33

17 LF - 8"SD

S=0.91%

17 LF - 8"SD

S=1.82% SD CULV-2 IN

IE 8" OUT=29.50 (NW)

34.41 TC

33.91 TP

34.48 TC

33.98 TP

34.91 TC

34.41 TP

35.85 TC

35.35 TP

30.21 TC

30.14 TC

29.64 TP

33.67 TC/TP

33.71 TC/TP

34.95 TP34.89 TP33.78 TC

33.28 TP

34.15 TC

33.65 TP

33.40 TC/TP

33.76 TC

33.26 TP

34.09 TC

33.59 TP

34.17 TC

33.67 TP

34.29 TC

33.79 TP

34.13 TC

33.63 TP

34.08 TC

33.58 TP

34.01 TC

33.51 TP

33.75 TC

33.25 TP

33.74 TC

33.24 TP

30.67 TC/TP

30.91 TC

30.41 TP

30.91 TC

30.41 TP

31.61 TC

31.11 TP

31.78 TC

31.28 TP

31.81 TC

31.31 TP

31.49 TC

30.99 TP

31.44 TC

30.94 TP

31.22 TC

30.72 TP

31.15 TC

30.65 TP

30.81 TC

30.31 TP

34.75 TC

34.25 TP

34.91 TC

34.41 TP 34.95 TC

34.45 TP

35.04 TC

34.54 TP

34.89 TC

34.39 TP

34.84 TC

34.34 TP

34.77 TC

34.27 TP

34.41 TC

33.91 TP

34.48 TC

33.98 TP

34.31 TC/TP

31.67 TC/TP

31.83 TC

31.33 TP

31.80 TC

31.30 TP

31.73 TC

31.23 TP

31.68 TC

31.18 TP31.46 TC

30.96 TP

31.42 TC

30.92 TP

31.35 TC/TP

32.73 TC

32.23 TP

32.90 TC

32.40 TP

32.90 TC

32.40 TP

31.11 CC 32.05 CC

33.11 CC32.23 CC

32.56 TC

32.06 TP

32.64 TC

32.14 TP

32.38 TC

31.88 TP

32.38 TC

31.88 TP

29.20 BOP

30.45 BOP

31.65 TP

30.85 TP30.80 TP

30.75 TP

30.80 TP

31.57 TP

31.52 TP

31.60 TP

32.08 TC/TP 32.13 TC/TP

34.50 TC/TP

34.45 TC/TP

31.51 TC/TP31.46 TC/TP

31.41 TC/TP

31.36 TC/TP

30.64 TC/TP

30.56 TC/TP

33.60 BOP

30.60 BOP 34.67 BOP

29.50 BOP

29.83 TP

32.13 TC

31.63 TP

(35.1±)

(35.3±)

SD OF-05

IE 8" IN=30.45 (SE)

SD OF-04

IE 8" IN=29.20 (SE)

SD INLET-03

IE 8" OUT=30.60 (NW)

4.00'

33.67 CC

34.43 CC

30.16 TC/TP

30.50 TC

30.00 TP

30.48 TC

29.98 TP

E

1.0%

6.

5%

2.

8%

1.0%

1.0%

1.

0%1.0%

1.

0%

1.5%

1.5%

1.0%

1.

4%

4.

4%

4.

0%

2.

4%

1.0%

1.5%

1.

0%1.5%

1.

0%

1.0%

1.0%

1.5%

0.

6%

4.

2%

1.

0%1.

0%

2.

6%

1.7%

1.

0%1.

0%

2.9%

2.9%

1.

0%

4.5%

4.4%

STORM SHEET NOTES

UTILITY LABEL LEGEND

STRUCTURE LABEL

XX XX-XX

X+XX.X RT X.X'

RIM=

IE IN = XX.X

IE OUT = XX.X

STRUCTURE TYPE CALLOUT

UTILITY TYPE (SD=STORM DRAINAGE)

ID NUMBER (WHERE APPLICABLE)

STRUCTURE INFO (WHERE APPLICABLE)

LOCATION (WHERE APPLICABLE)

1. PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL BE

CONSTRUCTED PER DETAIL 1/C6.5.

2. STATIONS SHOWN ON STRUCTURES ARE SHOWN AT CENTER OF

STRUCTURE.

3. SEE SHEET C4.9 FOR VERTICAL DESIGN INFORMATION AND

STRUCTURE LOCATION TABLES

XX.XX XX

SITE SHEET NOTES

SHEET LEGEND

GRADING LABEL LEGEND

(XXX.X±)

X.X%

EE

CONTOUR MAJOR (FG)

CONTOUR MINOR (FG)

EX. CONTOUR MAJOR

EX. CONTOUR MINOR

SPOT ELEVATION

DESCRIPTION LISTED BELOW.

NO DESCRIPTION MEANS TP OR TG

BOP BOTTOM OF PLANTER

BOW BACK OF WALK

EG EXISTING GRADE

FG FINISHED GRADE

RIM RIM OF STRUCTURE

TC TOP OF CURB

TP TOP OF PAVEMENT

GRADE BREAK

1. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE ONLY.

2. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% IN ANY

DIRECTION.

3. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA

ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES (ADAAG).

CALLOUT DESCRIPTION

EXISTING GRADE

(MATCH WHERE APPLICABLE)

SAWCUT LINE

GRADING SLOPE AND DIRECTION (DOWNHILL)

ELECTRICAL SERVICE - SEE ELECTRICAL

PLANS FOR ALIGNMENT DETAILS

GRADING LIMITS

PERFORATED STORM PIPE - SUBDRAINAGE

STANDARD STORM PIPE

X UTILITY KEY NOTES

NOTE DESCRIPTION DETAIL

REF.

1 STORMWATER PLANTER 8/C6.4

2 STORMWATER FACILITY - 1 1/C4.8

3 STORMWATER FACILITY - 2 2/C4.8

!! UTILITY CROSSING. PROVIDE 12" MIN. CLEARANCE, U.N.O.5/C6.3

CALLOUT DESCRIPTION DETAIL REF.

CB CATCH BASIN 6/C6.5

CC CURB CUT INLET 2/C6.3

CULV CULVERT INLET 5/C6.5

CO CLEANOUT TO GRADE 3/C6.5

FF FINISHED FLOOR ELEVATION

MH FLAT TOP MANHOLE 2/C6.5

OF OUTFALL 1&2/C6.4

OV OVERFLOW INLET 5/C6.4

∅X"SD-X

51.61'

STRUCTURE TYPE

PIPE LABEL

REFERENCE PROFILE

UTILITY SIZE

UTILITY LENGTH

SCALE

1 INCH = 10 FEET

10 200

111 SW Fifth Ave., Suite 2400 Portland, OR 97204 O: 503.227.3251 F: 503.274.4681 www.kpff.com

KEY MAP

PERMIT SET

EXPIRATION DATE:

OREGON

12/31/2025

79775

MATCHLINE SEE SHEET C4.6

M

AT

CH

LI

N E

SE

E

SH

EE

T C4

.3

MATCHLINE SEE SHEET C4.2

E

E

E

E

E

E

E

E

E

E

E

∅8

SD

-A

.1

0'

∅6" SD-D36.54'

∅8

SD

-A

.30

32 33

34.02 TC

33.52 TP

33.85 TC

33.35 TP

33.81 TC

33.31 TP

33.75 TC

33.25 TP

33.71 TC

33.21 TP

33.11 TC

32.61 TP

33.15 TC

32.65 TP

33.08 TC

32.58 TP

32.74 TC

32.24 TP

30.69 TC

30.19 TP 31.03 TC

30.53 TP 31.09 TC

30.59 TP

30.88 TC

30.38 TP

30.83 TC

30.33 TP

32.29 TC/TP

32.58 TC

32.08 TP

32.54 TC

32.04 TP

32.31 TC

31.81 TP

33.06 TC

32.56 TP

33.14 TC

32.64 TP

33.14 TC

32.64 TP

33.46 TC

32.96 TP

33.06 TC

32.56 TP

31.81 TC/TP

32.46 TC/TP

32.34 TC/TP

30.30 TC

29.80 TP

30.23 TC

29.73 TP

30.38 TC

29.88 TP

30.69 TC

30.19 TP

30.53 TC

30.03 TP

31.68 TC

31.18 TP

31.56 TC

31.06 TP

31.45 TC

30.95 TP

31.76 TC

31.26 TP

31.21 TC

30.71 TP

33.16 TC/TP

33.26 TC/TP

30.93 TC

30.43 TP

31.27 TC

30.77 TP

30.95 TC

30.45 TP

30.46 TC

29.96 TP30.41 TC

29.91 TP

30.98 TC

30.48 TP

31.07 TC/TP

30.76 TC/TP

33.33 CC

32.56 CC

32.76 BOP

32.64 BOP

33.48 TP33.04 TP

30.19 CC

30.49 CC

30.81 CC

31.12 CC

31.44 CC

31.76 CC

30.52 BOP

(32.3±)

(32.3±)

(32.7±)

(29.9±)

(29.3±)

RIM=30.78

MH-03

PIPE ALIGNMENT INTERSECTION

0+00.00 =

4+85.83SD-A

SD-D

SD-D

OV-07

RIM=29.49

0+36.54

SD-D

OV-04

RIM=32.20

5+59.08

SD-A

5.

5+

5+

.08

-0+02.43 0+00

0+38.86

33.91 TC

33.41 TP

33.79 TC

33.29 TP

30.36 TC

29.86 TP

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[W

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[S M

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SM]

[SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD][SD]

4.0%

1.

8%

(±0.3%)

1.

5%

1.

0%

1.

0%

1.0%

0.0%

0.8%

1.

5%

1.

0%

0.5%

3.

8%

0.0%

2.

3%

1.6%

1.

8%

1.

9%

5.8%

0.8%

0.8%

5.8%

5…