ADDENDUM 5 Attachment C - Revised 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

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 CONFORM TO THE PROJECT SPECIFICATIONS.

4. PRIVATE WATER LINES 2-INCH DIAMETER AND SMALLER SHALL CONFORM 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

EXPIRATION DATE:

OREGON

12/31/2027

79775

ADDENDUM 5

6/

/2

A D

D

P S

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 CUT AND CAP PIPE OUTSIDE OF WETLAND BOUNDARY. REMOVE

CHANNEL AND ABANDON SECTION OF PIPE IN THE WETLAND.

29 REMOVE TREE AND STUMP

30 CUT WOODEN SIGN POST AND ABANDON IN WETLAND.

31 REMOVE ASPHALT PILE

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'

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

24 24

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

MATCHLINE SEE SHEET C2.2

M

AT

CH

LI

N E

SE

E

SH

EE

T C2

.3

EXPIRATION DATE:

OREGON

12/31/2027

79775

6/

/2

A D

D

P

SADDENDUM 5

MULTICORELINK:2200270-15-DEMO-C2.2

MULTICORELINK:2200270-15-DEMO-C2.2

MULTICORELINK:2200270-15-DEMO-C2.2

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 CUT AND CAP PIPE OUTSIDE OF WETLAND BOUNDARY. REMOVE

CHANNEL AND ABANDON SECTION OF PIPE IN THE WETLAND.

29 REMOVE TREE AND STUMP

30 CUT WOODEN SIGN POST AND ABANDON IN WETLAND.

31 REMOVE ASPHALT PILE

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

MATCHLINE SEE SHEET C2.1

EXPIRATION DATE:

OREGON

12/31/2027

79775

6/

/2

A D

D

P

SADDENDUM 5

MULTICORELINK:2200270-15-DEMO-C2.1

MULTICORELINK:2200270-15-DEMO-C2.1

MULTICORELINK:2200270-15-DEMO-C2.1

SCALE: NTS3 CROSSWALK STRIPING - THERMOPLASTIC

3' TYP.

8'

2' WIDE

WHITE BARS

2'

VARIES

2' MIN

6"

SECTION 'A'

12"

18"

12"

12" 6"

PLAN

6"

PLANTER WALL

PAVEMENT

CONCRETE CURB

R=6", TYP.

R=1"PAVEMENT

1"

18"

TP

'-0

8'-0"

1'-0"

2'- 4"

4" WIDE

WHITE STRIPE

SCALE: NTS1 PARALLEL PARKING STRIPING - PAINTED

1'-0"

2'- 4"

CURBLINE

SCALE: NTS2 CURB CUT INLET TO PLANTER

SCALE: NTS4 CONCRETE CRADLE

D+1'-0"

0'-6"0'-6"

>1 '-0

4000 PSI CONCRETE

Ø 16 REINFORCING BARS @ 8" O.C.

PIPE

PIPE

D/

D

1"

PLANTER WALL

RIP-RAP SHALL BE

4"-2" BALLAST AGGREGATE

1'

DE

EP

2'

W

ID

E

24"

EXTEND RIPRAP TO

TOE OF SLOPE

12"

5 L.F.-

*"DIP

*3"

MIN.

IE=*

NOTE 2

PROPOSED *

SD45° MJ BEND

TYP.

45° MJ BEND

TYP.

2 L.F.-*" DIP

58" TIE ROD

NOTE 1

SCALE: NTS5 TYPICAL UTILITY CROSSING

NOTES:

1. DIP MJ SPOOL. * L.F.-* DIP CONTRACTOR TO VERIFY LENGTH OF * DIP NECESSARY TO MEET

WATERLINE CLEARANCE TYP.

2. CONC. ANCHOR BLOCK W/ TIE BOLTS, DUCT LUGS OR STEEL PLATE AS APPROVED

NOTE 2SCALE: NTS6 YARD HYDRANT

36"

3/4" SHARKBITE BRASS PUSH MALE

ADAPTER ELBOW (SHARKBITE X MALE MIP)

3/4" MALE THREADED BRASS BALL VALVE (LOW LEAD)

WITH FEMALE UNIONS (LOW LEAD) ON EACH SIDE,

WITH STAINLESS STEEL T-HANDLE.

3/4" QUARTER BEND BRASS

FITTING (COMPRESSION

CTS X MIP) MULLER

H15531N OR EQUAL.

NEW 3/4" WATER

SUPPLY LINE.

FURNISH & INSTALL

(2) 3/8" INSERT ON

COMPRESSION

FITTINGS (MCDONALD

6133T) OR EQUAL.

VALVE BOX AND COVER

SEE DETAIL 7

SIDEWALK

BOX CENTERED

ON VALVE

FINISH GRADE

SECTION

4"

MIN.

12" MIN.

DRAIN

ROCK

30"

MIN.

NOTES:

1. TYPICAL PIPE CONFIGURATION SHOWN, SEE PLAN FOR ACTUAL CONFIGURATION. CONFIRM VAULT LOCATION WITH OWNER.

2. VAULT SHALL BE HDPE WITH POLYMER CONCRETE (H-20 LOADING MIN) COVER BY OLDCASTLE. CARSON OLDCASTLE MODEL MSBCF-1118-18XL OR APPROVED EQUAL.

3. INSTALL VALVES 3" MIN. CLR FROM VAULT WALL AND TEES.

NOTE 2

PLAN (INSIDE VAULT)

VALVE, TYP.

(BALL OR GATE VALVE

DEPENDING ON SIZE)

FLOW

SCALE: NTS7 WATER JUNCTION VALVE BOX

CXT RESTROOM

NOTES:

1. SANITARY TYPE YARD HYDRANT SHALL BE APPROVED BY OPRD PRIOR TO ORDERING.

2. YARD HYDRANTS SHALL BE CERTIFIED TO ASSE 1057 SANITARY YARD HYDRANT STANDARD.

3. YARD HYDRANTS SHALL BE SUPPLIED WITH A BACKFLOW PREVENTER AND ADA TURN HANDLE HOSE BIB. THE

INLET OF THE HYDRANT SHALL BE 3/4 FIP AND THE OUTLET SHALL BE 3/4 HOSE THREAD.

4. ALL MOVING PARTS ARE TO BE REPLACEABLE FROM THE SURFACE WITHOUT THE NEED TO EXCAVATE HYDRANT.

5. YARD HYDRANT SHALL OPERATE AT A MINIMUM OPERATING PRESSURE OF 20 PSI AND A MAX. OF 100 PSI.

6. YARD HYDRANT SHALL HAVE LOCKABLE HANDLE. PROVIDE SUBMITTAL TO OPRD FOR REVIEW AND APPROVAL.

7. COMPOSITE LUMBER COLOR TO BE COORDINATED WITH OWNER PRIOR TO CONSTRUCTION STARTING.

DETAIL A

4"X6"

COMPOSITE

LUMBER

2"X6"

COMPOSITE

LUMBER

LAG SCREW

EVERY 14" (TYP)

1.5" DEEP, 2" WIDE CUT

OUT FOR 3/4" PIPE

BRACING

3/4" PIPE

LOW LEAD HOSE BIB WITH ADA COMPLIANT AND LOCKABLE

HANDLE. ARROWHEAD BRASS MODEL 353BVLF WITH ARROWHEAD

BRASS MODEL 58ABP BRASS VACUUM BREAKER, OR EQUAL.

PROVIDE ALL HARDWARE TO MOUNT TO PEDESTAL. ORIENT

TOWARD CAMPING STALL

2"X6" COMPOSITE LUMBER

6"X6" HDPE SQUARE CAP

3/4" GALVANIZED 90° BEND

15/16" X 1/4" X 1/8" THICK

TEFLON WASHER

BRACE PIPE TO POST

EVERY 24"

3/4" GALVANIZED PIPE

4"X6" COMPOSITE LUMBER3/4" GALVANIZED NIPPLE

PRE DRILL & COUNTERSINK

1/4" GALVANIZED HEX HEAD

LAG SCREW (TYP) 48

SEE DETAIL A FOR

SECTION CUT OF

COMPOSITE LUMBER

AND PIPE ATTACHMENT

3/4" COMPRESSION BY

MALE PIPE THREAD W/ A

FEMALE PIPE THREAD

COUPLER

3/4" PEX WATER LINE

6"

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

12/31/2027

79775

5/

/2

A D

D

P S

6/

/2

A D

D

P

SADDENDUM 5

file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG file:///L:/DETAILS/paving/201-A.DWG