ITB 12278 Attachment C PLANS AND DRAWINGS.pdf

PDF 12 MB Posted Feb 12, 2025

Attached to: 12278 Collier Memorial State Park - Campground Entrance Improvement Project
Solicitation number: S-63400-00012818
Issued by: Jackson County, Cheshire CDP, Oregon

About this file

Written by GovTribe AI · Feb 13, 2025

This file contains architectural and engineering drawings for the Collier Memorial State Park Improvements project by Oregon Parks & Recreation Department in Chiloquin, Oregon. The drawings detail construction plans for improvements including entrance loop modifications, RV cleanout facilities, utility building construction, registration kiosk installation, and trash compactor enclosure. The project involves approximately 1.6 acres of site disturbance and includes civil construction plans (sheets C1-C26) covering grading, utilities, erosion control, and details, as well as architectural plans (T1, G1, A1-A3) and structural plans (S1-S4.1) for the buildings and structures.

The drawings specify detailed construction requirements including pavement sections, concrete work, drainage improvements, electrical and plumbing systems, and structural elements. Key components include new asphalt paving having 3" thickness, installation of a new RV dump station with associated fixtures and utilities, construction of a trash compactor enclosure, installation of a registration kiosk, and various site improvements like signage, striping, and gates. The plans contain extensive technical specifications for materials, dimensions, and installation requirements that contractors must follow. Notable structural elements include concrete foundations, wood-framed walls and roof systems designed for local conditions, and utility connections coordinated with existing park infrastructure.

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Other files

File	Type	Posted
ITB 12278 Attachment E-2 STRUCTURAL ENGINEERING CALCULATIONS.pdf	PDF	Feb 12, 2025
ITB 12278 Attachment B Technical Specifications Collier Memorial Park Improvement.pdf	PDF	Feb 12, 2025
ITB 12278 Attachment A- FORM A-2 Pricing Form~1.xlsx	XLSX spreadsheet	Feb 12, 2025
Intent to Award OregonBuys~1.docx	DOCX document	Feb 12, 2025
Addendum 1 ITB 12278.pdf	PDF	Feb 12, 2025
Pre-Bid Conference sign-in sheet.docx	DOCX document	Feb 12, 2025
ITB 12278 Collier Campground Entrance Improvement Project _.docx	DOCX document	Feb 12, 2025
ITB 12278 Attachment E-1 INADVERTENT DISCOVERY PLAN.docx	DOCX document	Feb 12, 2025
ATT B TECHNICAL SPECIFICATIONS Collier Memorial SP Addendum 2 022825.pdf	PDF	Feb 12, 2025
ITB 12278 Bid Tabulation and Responsive PW PI.xlsx	XLSX spreadsheet	Feb 12, 2025
ITB 12278 Addendum 2 and Question and Answer 022825.docx	DOCX document	Feb 12, 2025
Preliminary Bid Results.docx	DOCX document	Feb 12, 2025

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VICINITY MAP

NOT TO SCALE

2022 COLLIER MEMORIAL PARK IMPROVEMENTS

DRAWING INDEX

LOCATION MAP

NOT TO SCALE

COLLIER MEMORIAL STATE PARK

46000 HIGHWAY 97 N

CHILOQUIN, OR 97624

PROJECT LOCATION:

CONTACTS

PROJECT MANAGER:

KEVIN JOHNSON

OREGON PARKS & RECREATION DEPT.

62976 OB RILEY ROAD,

BEND, OR 97703

PHONE: 541-306-9811

OWNER/APPLICANT:

OREGON PARKS & RECREATION DEPT.

725 SUMMER ST. NE, STE C

SALEM, OR 97301-1271

OFFICE: (503) 986-0707

PROJECT DATA

COLLIER MEMORIAL STATE PARK

Portland

Eugene

Newport

Astoria

Pendleton

Baker City

OntarioBend

Lakeview

Salem

STATE MAP

NOT TO SCALE

Coos Bay

Brookings Medford

KLAMATH COUNTY, OREGON

PARK MANAGER:

KAREN SPENCER

46000 HIGHWAY 97 N

CHILOQUIN, OR 97624

I-5

C1 TITLE SHEET

C2 GENERAL SITE PLAN

C3 EROSION AND SEDIMENT CONTROL NOTES

C4 EROSION AND SEDIMENT CONTROL PLANS

C5 EROSION AND SEDIMENT CONTROL DETAILS

C6 ENTRANCE LOOP DEMO

C7 ENTRANCE ROAD DEMO

C8 RV CLEANOUT DEMO

C9 ENTRANCE LOOP LAYOUT

C10 ENTRANCE ROAD LAYOUT

C11 RV DUMP SITE LAYOUT

C12 GRADING PLAN - ENTRANCE LOOP

C12.1 HORIZONTAL LAYOUT - ENTRANCE LOOP

C13 WELL HOUSE ROAD GRADING

C14 GRADING PLAN - RV CLEANOUT

C15 ENTRANCE LOOP UTILITIES

C16 RV CLEANOUT UTILITIES

C17-C23 DETAILS

C24-C25 TRASH COMPACTOR DETAILS

C26 FENCE DETAILS

CIVIL CONSTRUCTION PLANS

PROJECT

LOCATION

P M

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PROJECT

LOCATION

CHILOQUIN

COLLIER MEMORIAL

STATE PARK

101140

FALLS

KLAMATH

CHILOQUIN

PROJECT

LOCATION

COLLIER MEMORIAL

STATE PARK

T1 TITLE SHEET

G1 SCHEDULES

A1 FLOOR/ROOF PLAN

A2 ELEVATIONS

A3 CROSS SECTIONS

E1 ELECTRICAL/PLUMBING PLANS

ARCHITECTURAL PLANS

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1.6 ACRES

AREA OF DISTURBANCE:

S1 GENERAL STRUCTURAL NOTES

S2 TYPICAL DETAILS

S3 FOUNDATION PLAN

S4 LATERAL & ROOF FRAMING PLANS

S4.1 ROOF FRAMING DETAILS

STRUCTURAL PLANS

ABBREVIATIONS: CONTINUED: CONTINUED:CONTINUED:

AC ASPHALTIC CONCRETE

BC BACK OF CURB

BFP BACKFLOW PREVENTION DEVICE

BW BACK OFWALK

CATV CABLE TELEVISION

C&G CURB AND GUTTER

CF CURB FACE

C CENTERLINE

CO CLEAN OUT

CONC CONCRETE

DCV DETECTOR CHECK VALVE

DRWY DRIVEWAY

EC END OF CURVE

ECAB ELECTRIC CABINET

ELEC ELECTRIC

EM ELECTRIC METER

EMH ELECTRICIC MAN-HOLE

EP EDGE OF PAVEMENT

EPB ELECTRICAL PULL BOX

ESMT EASEMENT

FD FOUND

FDC FENCE

FL FLOWLINE

FP FINISH PAD ELEVATION

FS FINISH SURFACE

FW FRONT OF WALK

DIRECTION OF DRAINAGE FLOW

GS GAS LINE

GA GUY ANCHOR

GM GAS METER

GV GAS VALVE

HC HANDICAP

HCR HANDICAP RAMP

ICB IRRIGATION CONTROL BOX

ICV IRRIGATION CONTROL VALVE

INV INVERT

LF LINEAR FEET

LT STD LIGHT STANDARD

MH MANHOLE

NTS NOT TO SCALE

OH OVERHEAD

PB PULL BOX

PCC POINT COMPOUND CURVE

PED PEDESTAL

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PKWY PARKWAY

P PROPERTY LINE

P.O.C. POINT OF CONNECTION

PP POWER POLE

PRC POINT OF REVERSE CURVE

P.U.E. PUBLIC UTILITY EASEMENT

R RADIUS

R.C.B. REINFORCED CONCRETE BOX

RCLW RECLAIMED WATER LINE

RET RETAINING

R/W RIGHT OF WAY

SS SANITARY SEWER

SCO SEWER CLEAN-OUT

SD STORM DRAIN

SDCO STORM CLEAN-OUT

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SE'LY SOUTHEASTERLY

SF SQUARE FEET

SLCB STREET LIGHT CONTROL BOX

SLPB STREET LIGHT PULL BOX

SMH SEWER MANHOLE

SP SIGN POST

STD STANDARD

STLT STREET LIGHT

SW SIDEWALK

TC TOP OF CURB

TG TOP OF GRATE

10"TR 10" DEMETER TREE

TOE TOE OF SLOPE

TOP TOP OF SLOPE

TRANS TRANSFORMER

TW TOP OF WALL

TYP. TYPICAL

V VALVE

VG VALLEY GUTTER

VLT VAULT

W WATER LINE

WM WATER METER

WV WATER VALVE

EX. RETAINING WALLS

PROPOSED STORM

EX. GRAVEL SURFACE

PROPOSED SLOPE

PROPOSED SEWER

PROPOSED WATER

R/W

PROPERTY LINE

CENTER LINE

PUE

PROPOSED C & G

EXISTING STORM

EXISTING WATER

EXISTING SEWER

EXISTING FENCE

EXISTING GAS

EXISTING POWER

EXISTING PHONE

EXISTING PAVEMENT

EXISTING C & G

EXISTING SIDEWALK

EXISTING DITCH

XX” SD

XX” SS

LINES

SEWER MANHOLE

STORM DRAIN MANHOLE

CATCH BASIN

WATER VALVE

WATER METER

FIRE HYDRANT

POWER POLE

GUY ANCHOR

SYMBOLS

GAS VALVE

PROJECT CONTROL POINTS SET NAIL

SIGN

MAILBOX

TREE SCRUB

CLEAN-OUT

STREET LIGHT

AIR RELEASE VALVE

TELECTRICAL TRANSFORMER

(ADDITIONAL CONTROL PTS UPON REQUEST)

EX. X" WATER

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81061PE

OREGON

EXPIRATION DATE: 06/30/26

REG

I STERED PROFESS IONAL

R.DA V ID W . T UT T LE

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AutoCAD SHX Text COLOR CODES: RED - ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES - ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES ELECTRICAL POWER LINES, CABLES, OR CONDUIT, AND LIGHTING CABLES YELLOW - GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. - GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. GAS, OIL, STEAM, PETROLEUM, OR OTHER HAZARDOUS LIQUID OR GASEOUS MATERIALS. ORANGE - COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. - COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. COMMUNICATIONS, CABLE TV, ALARM OR SIGNAL LINES, CABLES OR CONDUITS. BLUE - WATER, IRRIGATION, AND SLURRY LINES. - WATER, IRRIGATION, AND SLURRY LINES. WATER, IRRIGATION, AND SLURRY LINES. GREEN - SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. - SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. SEWERS, DRAINAGE FACILITIES OR OTHER DRAIN LINES. WHITE - PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE - PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE PRE-MARKING OF THE OUTER LIMITS OF THE PROPOSED EXCAVATION OR MARKING THE CENTERLINE AND WIDTH OF PROPOSED LINEAL INSTALLATIONS OF BURIED FACILITIES. PINK - TEMPORARY SURVEY MARKINGS - TEMPORARY SURVEY MARKINGS TEMPORARY SURVEY MARKINGS PURPLE - SLURRY AND RECLAIMED- SLURRY AND RECLAIMEDSLURRY AND RECLAIMED

AutoCAD SHX Text ATTENTION: OREGON LAW REQUIRES YOU TO : OREGON LAW REQUIRES YOU TO 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 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: (NOTE: : THE ADMINSTRATIVE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987).

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DATE

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REVISION

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OREGON PARKS AND RECREATION DEPARTMENT

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SHEET:

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OPRIS#:

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CONTRACT #:

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COLLIER MEMORIAL STATE PARK

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2022 COLLIER PARK IMPROVEMENTS

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TITLE SHEET

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NO PARKING

12.00' 15.00'

17.25'

LAN

BACKING AREA

44.00'

12.00' 15.00'

LANE

N E

15.00'

LANE

15.00'

LANE

12.00'LANE 15.00'LANE

12.00'

LAN

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LAN

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CONTRACTOR SHALL REMOVE EXISTING PAVEMENT, COMPACT EXISTING BASE

MATERIALS AND REPAVE WITH NEW ASPHALT PAVING HAVING A THICKNESS OF 3”

CONSTRUCT NEW PARKING OR ROADWAY PAVING SECTIONS PER THE APPROVED SOIL

REPORT AND DETAILS SHOWN WITHIN THIS PLAN SET.THE APPROXIMATE LIMITS ARE

SHOWN HEREON.

CONTRACTOR TO CONSTRUCT NEW RV DUMP STATION, INCLUDING ALL FIXTURES,

SIGNAGE AND ADJACENT PAVEMENT. THE APPROXIMATE LIMITS ARE SHOWN HEREON.

CONTRACTOR TO CONSTRUCT / INSTALL NEW TRASH COMPACTOR, RECYCLING

EQUIPMENT AND FENCED ENCLOSURE

CONTRACTOR SHALL CONSTRUCT ONE NEW UTILITY BUILDING INCLUDING SUPPORTING

UTILITIES.

CONTRACTOR SHALL INSTALL / CONSTRUCT NEW REGISTRATION KIOSK INCLUDING

SUPPORTING UTILITIES.

CONTRACTOR SHALL INSTALL ALL SIGNAGE AND STRIPING SHOWN

WITHIN THIS PLAN SET AND REFERENCED DETAILS.

SCHEDULES FOR THE IMPROVEMENTS ARE ESTIMATED AND SHOWN ON ONE OR MORE

OF THE FOLLOWING SHEETS.

INSTALL NEW SINGLE ARM GATE PROVIDED BY ORPD (ALTERNATE 1)

INSTALL NEW DOUBLE ARM GATE PROVIDED BY ORPD

REMOVE AND REPLACE IN-KIND EXISTING CMP, REPLACE WITH NEW CMP

ALL EQUIPMENT AND MATERIALS SHALL STAY WITHIN THE DESIGNATED CONSTRUCTION

LIMITS. NO EQUIPMENT OR MATERIALS WILL BE ALLOWED OUTSIDE OF THESE AREAS

WITHOUT AUTHORIZATION. COORDINATE WITH PROJECT MANAGER FOR EXACT LIMITS

FOR STAGING.

PROJECT IMPROVEMENT NOTES:

7 8

.10

LEGEND:

NEW PAVEMENT

3" OF PAVING OVER NEW AND EXISTING COMPACTED GRAVEL BASE

PROTECT EXISTING PAVING IN PLACE

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-ALL EQUIPMENT AND MATERIALS SHALL STAY WITHIN THE DESIGNATED CONSTRUCTION LIMITS. NO EQUIPMENT OR MATERIALS WILL BE ALLOWED OUTSIDE OF THESE AREAS WITHOUT AUTHORIZATION. COORDINATE WITH

PROJECT MANAGER FOR EXACT LIMITS FOR STAGING.

-STUMP REMOVAL INFORMATION ON DEMO SHEET C6

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81061PE

OREGON

EXPIRATION DATE: 06/30/26

REG

I STERED PROFESS IONAL

R.DA V ID W . T UT T LE

ALTERNATE 1

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OREGON PARKS AND RECREATION DEPARTMENT

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SHEET:

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CONTRACT #:

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COLLIER MEMORIAL STATE PARK

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2022 COLLIER PARK IMPROVEMENTS

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GENERAL SITE PLAN

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00000

1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE A.8.C.I.(3))

2. ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS. (SCHEDULE A.12.B

AND SCHEDULE B.1)

3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200-C PERMIT REQUIREMENTS. (SCHEDULE B.1.C

AND B.2)

4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7) CONSECUTIVE CALENDAR DAYS, THE ABOVE RECORDS MUST BE RETAINED BY THE PERMIT REGISTRANT BUT DO NOT NEED TO BE AT THE

CONSTRUCTION SITE. (SCHEDULE B.2.C)

5. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCHEDULE A 8.A)

6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SCHEDULE A.12.C.I)

7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SCHEDULE A.12.C.IV.

AND V)

8. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS

FROM BECOMING A SOURCE OF EROSION. (SCHEDULE A.7.A.III)

9. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED. IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SCHEDULE A.8.C.I.(1) AND (2))

10.PRESERVE EXISTING VEGETATION WHEN PRACTICAL AND RE-VEGETATE OPEN AREAS. RE-VEGETATE OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED

MIX USED. (SCHEDULE A.7.A.V)

11.MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50-FEET OF WATERS OF THE STATE.

(SCHEDULE A.7.B.I.AND (2(A)(B))

12.INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT

BASINS, TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SCHEDULE A.8.C.I.(5))

13.CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND

DOWNSTREAM CHANNELS AND STREAMBANKS. (SCHEDULE A.7.C)

14.CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SCHEDULE A.7.D.I)

15.ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING

CONCRETE WORK. (SCHEDULE A.8.C.I.(6))

16. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE

PADS.(SCHEDULE A.8.C.II.(3))

17.ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCHEDULE A.8.C.I.(7))

18.PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPS SUCH AS: CONSTRUCTION ENTRANCE, GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT TIRE WASH. THESE BMPS MUST BE IN PLACE PRIOR TO LAND-DISTURBING ACTIVITIES. (SCHEDULE A

7.D.II AND A.8.C.I(4))

19. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE.

(SCHEDULE A.7.D.II.(5))

20.CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, I.E., CONCRETE WASH-OUT, WASTEWATER FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SCHEDULE A.6)

21.USE BMPS TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND WASTE HANDLING ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING

COMPOUNDS AND ADHESIVES FROM CONSTRUCTION OPERATIONS. (SCHEDULE A.7.E.I.(2))

22.IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE TRAINING ON SPILL

23.PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCHEDULE A. 7.E.III.)

24.USE WATER, SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL.

(SCHEDULE A 7.A.IV)

25.THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING

TIME-RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE A.9.B.III)

26.IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN PLAN APPROVAL BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCHEDULE A.9.D)

27.TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE

YEAR. (SCHEDULE A 7.B)

28.AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE

WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE WATERS. (SCHEDULE A 7.E.II.(2))

29.CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET

WEATHER. (SCHEDULE A.7.A.I)

30.SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE

HEIGHT AND BEFORE FENCE REMOVAL. (SCHEDULE A.9.C.I)

31.OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH

ABOVE GROUND HEIGHT AND BEFORE BMP REMOVAL. (SCHEDULE A.9.C.I)

32.CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY

PERCENT AND AT COMPLETION OF PROJECT. (SCHEDULE A.9.C.III& IV)

33.WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED.

INVESTIGATE THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN-UP OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION OF STATE LANDS REQUIRED TIMEFRAME. (SCHEDULE A.9.B.I)

34.THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR.

VACUUMING OR DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS.

(SCHEDULE A.9.B.II)

35.THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR 30 DAYS OR MORE. (SCHEDULE A.7.F.I)

36.PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14 DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE A.7.F.II)

37.DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCHEDULE A.8.C.III(1) AND D.3.C.II AND III)

1. EROSION CONTROL FACILITIES AS SHOWN ARE OF MINIMUM REQUIREMENT AND SHOWN FOR CLARITY ONLY.

CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION, CONSTRUCTION AND MAINTENANCE OF THIS OR ANY ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED THROUGHOUT THE COURSE OF THE PROJECT. INSTALLATION ALL EROSION AND SEDIMENT CONTROLS SHALL BE IN-PLACE PRIOR TO THE BEGIN

OF SITE WORK.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE / CLEANING OF EROSION AND SEDIMENT

CONTROL FACILITIES DURING THE COURSE OF THE PROJECT.

3. INLET PROTECTION DEVICES SHALL BE INSTALLED IMMEDIATELY UPON INDIVIDUAL INLETS BECOMING

FUNCTIONAL.

4. MAINTAIN ON THE SITE OR HAVE READILY AVAILABLE SUFFICIENT OIL AND GREASE ABSORBING MATERIALS

TO CONTAIN AND CLEANUP FUEL OR CHEMICAL SPILLS AND LEAKS.

5. FUGITIVE DUST BLOWING FROM THE SITE SHALL BE CONTROLLED BY SPRAYING WATER AND DUST CONTROL POLYMERS, AS NEEDED, ON DRY AREAS OF THE SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM

BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS ABSOLUTELY PROHIBITED.

6. NO RUBBISH, TRASH, GARBAGE OR OTHER SUCH MATERIALS SHALL BE DISCHARGED INTO DRAINAGE

DITCHES OR WATERS OF THE STATE.

7. IF SOIL STOCKPILING IS EMPLOYED ON THE SITE, FILTER FENCES SHALL BE USED TO HELP CONTAIN THE

SEDIMENT TO THE STOCKPILE AREA.

8. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE DISPOSED OF WITHIN 30 DAYS AFTER FINAL STABILIZATION. FINAL STABILIZATION HAS OCCURRED WHEN ALL SOIL DISTURBING ACTIVITIES ARE COMPLETED AND A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OF THE COVER FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES HAS BEEN EMPLOYED.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES ( SILT FENCES, STRAW BALES, ETC.) DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT.

10. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A RAINFALL EVENT, AND SHOULD BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING.

A. INLET PROTECTION DEVICES AND BARRIERS SHALL BE FIXED OR REPLACED IF THEY SHOW SIGNS OF

CLOGGING.

B. FILTER FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD TO ONE-HALF THE HEIGHT OF THE SILT

FENCE.

C. ANY TEMPORARY PARKING AND STORAGE AREAS SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE TOP DRESSING OF THE TEMPORARY PARKING AREAS AS

CONDITIONS DEMAND.

D. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES, SEDIMENT IN THE SEDIMENTATION BASINS SHALL NOT EXCEED THE SEDIMENTATION

CLEANOUT LEVEL.

ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES

1200-C STANDARD NOTES:

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EROSION AND SEDIMENT CONTROL NOTES

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E E

T wv wv wv

NO PARKING

ENTRANCE LOOP

RV DUMP SITE

1" = '

SCALE IN FEET

15 30

1" = '

SCALE IN FEET

2.5 5

EROSION AND SEDIMENT CONTROL PLAN NOTES:

1 INSTALL MULCH SOCKS WHERE WATER CAN POND AND

ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. PER DETAIL 1, 2, 3 SHOWN ON

SHEET C5, WET WEATHER ONLY

LEGEND:

MULCH SOCKS

PROJECT BMP'S:

WM-9 SANITARY/SEPTIC WASTE MANAGEMENT

WM-10 LIQUID WASTE MANAGEMENT

WM-9 SANITARY/SEPTIC MANAGEMENT

WM-8 CONCRETE WASTE MANAGEMENT

WM-5 SOLID WASTE MANAGEMENT

WM-3 STOCKPILE MANAGEMENT

WM-2 MATERIAL USE

WM-1 MATERIAL DELIVERY AND STORAGE

WE-1 WIND EROSION

TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT

SE-10 3-BAG HIGH STORM DRAIN INLET PROTECTION

SE-8 2-BAG HIGH SANDBAG BARRIER

SE-7 STREET SWEEPING AND VACUUMING

SE-4 1-BAG SANDBAG VELOCITY REDUCER

NS-13 CONCRETE FINISHING

NS-6 ILLICIT CONNECTION/ILLEGAL DISCHARGE DETECTION REPORTING

NS-3 PAVING AND GRINDING OPERATIONS

NS-1 WATER CONSERVATION

ES-2 PRESERVATION OF EXISTING VEGETATION

EC-1 SCHEDULING

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2 INSTALL STRAW WATTLES TO PROTECT EXISTING 18" CULVERT

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DTMRMB

50' MIN

PROVIDE FULL

WIDTH OF INGRESS/

EGRESS AREA12" MIN

DEPTH

SUBGRADE

REINFORCEMENT

GEOTEXTILE

R = 25' MIN

AREA DRAIN, CATCH BASIN

OR SWALE INLET

BURLAP SACKS TO

OVERLAP EDGES OF SWALE

SPILLWAY FROM SWALE

GRAVEL FILLED

SANDBAGS

STACKED TIGHTLY

NOTES:

1. ACTUAL LAYOUT TO BE

DETERMINED IN THE FIELD.

2. A CONCRETE WASHOUT SIGN

SHALL BE INSTALLED WITHIN 10m

OF THE TEMPORARY CONCRETE

WASHOUT FACILITY.

INLET PIPE

RAISED 1.5'

TYP.

BURLAP SACKS TO

OVERLAP EDGES OF SWALE

SPILLWAY FROM FLOWLINE

GRAVEL FILLED

SANDBAGS

STACKED TIGHTLY

EXISTING DITCH

N.T.S.

4 CONSTRUCTION ENTRANCE

N.T.S.

5 CATCH BASIN DRAIN INLET PROTECTION

N.T.S.

6 CONCRETE WASHOUT AREA

N.T.S.

7 INSPECTION FREQUENCY TABLE

N.T.S.

8 DRAINAGE INLET PROTECTION (PLAN VIEW)

C5 C5 C5

N.T.S.

1 MULCH SOCK DETAIL (PROFILE VIEW)

2"X2"X36" WOOD STAKE

COMPOST FILTER SOCK (12" TYPICAL)

BLOWN/PLACED FILTER MEDIA

12" M

3" M

4" M

FLOW

WORK

AREA

AREA TO BE

PROTECTED

N.T.S.

2 MULCH SOCK DETAIL (PLAN VIEW)

FLOW

WORK

AREA

AREA TO BE

PROTECTED

2"X2"X36" WOOD STAKE PLACED 10' O.C.

N.T.S.

3 MULCH SOCK DETAIL (OVERLAP)

AREA TO BE

PROTECTED

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T wv wv wv

(10190 SF)

EXISTING POWER

(20490 SF) .

1" = '

SCALE IN FEET

10 20

CLEAR AND GRUB EXISTING GRASS AREA. THE PROJECT SITE SHALL BE CLEARED OF ALL VEGETATION, DEBRIS AND

OTHER DELETERIOUS MATERIAL.

SAW CUT EXISTING PAVING SECTION TO AT LEAST 1 FOOT INSIDE EXISTING EDGE OF PAVEMENT TO PROVIDE A SMOOTH EDGE TO JOIN NEW IMPROVEMENT. ALL EDGES SHALL BE SMOOTH AT THE BEGIN OF THE INSTALLATION OF NEW

PAVING.

REMOVE EXISTING GRAVEL ROAD.

PULVERIZE EXISTING ASPHALT TO A 3" DEPTH AND REMOVE MILLING SPOILS.

REMOVE AND CAP EXISTING WATER CONNECTION.

REMOVE BOX AND ABANDON TELECOMMUNICATION LINE IN PLACE

REMOVE EXISTING TREES

REMOVE EXISTING SANITARY CLEANOUT BY CUTTING 12" BELOW GROUND AND INSTALLING WATER TIGHT CAP.

REMOVE EXISTING 18" CMP CULVERT, REMOVE EXISTING PAVING BASE AND SUBGRADE IN PREPARATION OF

INSTALLATION OF NEW CMP.

REMOVE EXISTING STUMPS, SEE STUMP COUNT THIS SHEET

PROVIDE SMOOTH TRANSITION BETWEEN FULL DEPTH RECONSTRUCTION AND 3" OVERLAY.

DEMOLITION NOTES:

KEY NOTES

PROTECT IN PLACE AS NOTED1

HATCH AND SYMBOL LEGEND

INDICATES CLEAR AND GRUB AREA PER DEMOLITION NOTE NO. 1

INDICATES REMOVE EXISTING GRAVEL ROAD PER DEMOLITION NOTE NO. 3

INDICATES REMOVE EXISTING PAVEMENT PER DEMOLITION NOTE NO. 4

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LIMITS OF WORK

(5660 SF) .1

SEE S

HEET C

STUMP COUNT TO BE REMOVED OR GROUND

STUMP DIAMETER SIZE

0'-1'

1'-3'

3'+

NOTE: STUMP COUNTS TO BE REMOVED BASED ON SITE SURVEY AND

BEST AVAILABLE KNOWLEDGE, ACTUAL REMOVAL QUANTITIES

IN FIELD MAY BE DIFFERENT.

EXISTING TREE STUMPS

EXISTING TREES

EXISTING TREES 1

TYP10

TYP 10

EXISTING TREE1

REMOVE COUNT

GRIND COUNT

= GRIND STUMP= STUMP REMOVAL

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EXISTING CMR

REMOVE AND

RELOCATE

ACCORDING TO

OWNER

ATC

LIN

E SEE ABO

C H

(30550 SF)1

CONSTRUCTION STAGING AND

STORAGE AREA

CONFIRM WITH ORPD FOR EXACT

LIMITS

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LIMITS OF WORK

HATCH AND SYMBOL LEGEND

INDICATES REMOVAL OF PAVEMENT PER DEMOLITION NOTE NO. 1

KEY NOTES

PROTECT IN PLACE AS NOTED1

.1 EXISTING CMT WITHIN ISLAND

SEE SHEET C6

PULVERIZE EXISTING ASPHALT TO A 3" DEPTH AND REMOVE MILLING SPOILS.

SAW CUT EXISTING PAVING SECTION TO PROVIDE A SMOOTH EDGE TO JOIN NEW IMPROVEMENT. ALL EDGES SHALL BE

SMOOTH AT THE BEGIN OF THE INSTALLATION OF NEW PAVING.

REMOVE EXISTING TREE

PROTECT AND RELOCATE STORED CONCRETE WHEEL STOPS TO AN AREA OUTSIDE OF ADJACENT LIMITS OF WORK

COORDINATE WITH PROJECT MANAGER FOR SPECIFIC RELOCATION (ALTERNATE 1)

CONTRACTOR TO CLEAR ALL DEBRIS, TRASH, AND ORGANICS PRIOR TO RECOMPACTING THE EXISTING GRAVEL (ALTERNATE 1)

PROVIDE SMOOTH TRANSITION BETWEEN FULL DEPTH RECONSTRUCTION AND 3" OVERLAY.

.1 EXISTING FULL DEPTH CURB AND ISLAND

.1 EXISTING COMMUNICATION INFRASTRUCTURE

.1 EXISTING CMT

EXISTING TREE STUMPS

EXISTING TREES

.1 ELECTRICAL CONDUIT

WELL HOUSE

DIRT ACCESS ROAD NOT

PART OF SCOPE OF WORK

.1 (ALL) EXISTING TREES AND ROOT STRUCTURES NOT

SPECIFICALLY MARKED FOR REMOVAL

(ALL) EXISTING TREES AND ROOT STRUCTURES NOT

SPECIFICALLY MARKED FOR REMOVAL

(ALL) EXISTING TREES AND ROOT STRUCTURES NOT

SPECIFICALLY MARKED FOR REMOVAL

EXISTING GRAVEL

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(300 SF) .

. (660 SF)

EXISTING SANITARY SEWER STRUCTURES

1" = '

SCALE IN FEET

2.5 5

CLEAR AND GRUB EXISTING GRASS AREA. THE PROJECT SITE SHALL BE CLEARED OF ALL

VEGETATION, DEBRIS AND OTHER DELETERIOUS MATERIAL.

SAW CUT EXISTING PAVING SECTION TO PROVIDE A SMOOTH EDGE TO JOIN NEW IMPROVEMENT. ALL EDGES SHALL BE SMOOTH AT THE BEGIN OF THE INSTALLATION OF NEW PAVING.PROVIDE NEW ROCK

SECTION TO THE EXTENT OF THE REMOVAL LIMITS.

REMOVE EXISTING CONCRETE.

REMOVE EXISTING PAVEMENT.

DEMOLITION NOTES:

KEY NOTES

PROTECT IN PLACE AS NOTED1

LEGEND

INDICATES CLEAR AND GRUB AREA PER DEMOLITION NOTE NO. 1

INDICATES REMOVE EXISTING CONCRETE PER DEMOLITION NOTE NO. 3

INDICATES REMOVE PAVEMENT PER DEMOLITION NOTE NO. 4

REMOVE EXISTING WATER FEATURE AND CAP WATER LINE .

REMOVE EXISTING PAY BOX.

REMOVE EXISTING SIGN.

REMOVE EXISTING SANITARY CLEANOUT BY CUTTING 12" BELOW GROUND AND INSTALLING WATER

TIGHT CAP.

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EXISTING TREES

LIMITS OF WORK

NOTE

-ALL EQUIPMENT AND MATERIALS SHALL STAY WITHIN THE DESIGNATED CONSTRUCTION LIMITS. NO EQUIPMENT OR MATERIALS WILL BE ALLOWED OUTSIDE OF THESE AREAS WITHOUT AUTHORIZATION. COORDINATE WITH

PROJECT MANAGER FOR EXACT LIMITS FOR STAGING SHOWN ON SHEET C7

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NO PARKING

12.00' 15.00'

17.25'

LAN

BACKING AREA

44.00'

12.00' 15.00'

LANE

N E

15.00'

LANE

15.00'

LANE

12.00'LANE 15.00'LANE

12.00'

LAN

E 12.00'

LAN

27.00'

15.00'

1. CONTRACTOR TO VERIFY ALL PROJECT LIMITS, DEMOLITION AND

CONSTRUCTION WITH THE PROJECT MANAGER PRIOR TO STARTING WORK.

2. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND WORK ZONE

SAFETY.

3. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND POLLUTION CONTROL

MEASURES. INSPECTION SERVICES FOR EROSION CONTROL WILL BE

PROVIDED BY THE OWNER.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTION OF EXISTING

AND NEWLY CONSTRUCTED UTILITIES.

5. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OF ALL

CONSTRUCTION DEBRIS, UNLESS OTHERWISE NOTED.

6. CONTRACTOR SHALL COORDINATE WORK ITEMS WITH KLAMATH COUNTY

BUILDING AND PUBLIC WORKS AND OBTAIN ALL REQUIRED PERMITS TO DO

THIS WORK.

GENERAL CONSTRUCTION NOTES:

THRU LANE

1" = '

SCALE IN FEET

10 20

NEW WOOD/STORAGE BUILDING, FOR DETAILS SEE ARCHITECTURAL AND STRUCTURAL PLANS.

STUB ELECTRICAL CONDUIT FOR FUTURE E. VEHICLE CHARGING STATION.

NEW FENCED IN TRASH/RECYCLE AREA, FOR DETAILS SEE SHEETS C24 AND C25.

NEW HOST/SHOP AREA CONCRETE PAD.

INSTALL 12” WIDE x 10' LONG THERMOPLASTIC STOP BAR, SIGN POSTS AND STOP SIGN. COORDINATE

LOCATION WITH PROJECT MANAGER BEFORE INSTALLING. SEE DETAILS 2 AND 6, SHEET C19.

INSTALL PAVEMENT MARKINGS, SIGN POSTS AND YIELD SIGN. COORDINATE LOCATION WITH PROJECT MANAGER

BEFORE INSTALLING. SEE SHEET C19.

CONTRACTOR TO INSTALL NEW DOUBLE ARMED MAINTENANCE GATE AND GATE ARM HOLDERS TO BE PROVIDED

BY OWNER. COORDINATE EXACT LOCATION WITH OWNER. SEE SHEET C23 FOR DETAILS.

INSTALL NEW "SHORT TERM PARKING FOR REGISTRATION" SIGN. COORDINATE LOCATION WITH PROJECT

MANAGER BEFORE INSTALLING. SIGN TO BE SUPPLIED BY OWNER.

INSTALL NEW "SHORT TERM PARKING FOR TRASH DROP OFF" SIGN. COORDINATE LOCATION WITH PROJECT

MANAGER BEFORE INSTALLING. SIGN TO BE SUPPLIED BY OWNER.

INSTALL NEW REGISTRATION KIOSK AND CONCRETE PAD. KIOSK WILL BE PROVIDED BY ORPD. FOR DETAILS

SEE SHEET C21

CONTRACTOR SHALL INSTALL ONE (1) 3” DIAMETER SCHEDULE 40 PVC PIPE AS PROTECTIVE SLEEVE FOR THE FUTURE IRRIGATION SYSTEM. LENGTH OF THE SLEEVE SHALL EXTEND TO 1.5' BEYOND THE EDGE OF THE PROPOSED SIDEWALK. ENDS OF PIPE SHALL BE CAPPED AND MARKED WITH A WOOD STAKE AT BOTH ENDS FOR

FUTURE RECOVERY. DEPTH SHALL BE ONE (1) FOOT BELOW SIDEWALK SUBGRADE.

IMPROVEMENT NOTES:

A M

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LIMITS OF

WORK

LIMITS OF

WORK

KEY NOTES

PROTECT IN PLACE AS NOTED1

12 INSTALL PAVEMENT MARKING AND WHEEL STOPS. INCLUDE ONE ADA PARKING SPOT AND REQUIRED SIGN.

COORDINATE LOCATION WITH PROJECT MANAGER DURING CONSTRUCTION. SEE SHEET C19.

INSTALL SHOULDER AGGREGATE AT THE EDGE OF PAVEMENT TO ELIMINATE VERTICAL DROPS AND TRIP HAZARDS.

SEE DETAILS, SHEET C18.

CONTRACTOR TO CONSTRUCT NEW SIDEWALK. SEE DETAIL 4, SHEET C18

CONTRACTOR TO INSTALL NEW 47' LONG 18" CMP CULVERT, MAINTAIN LOCATION AND ELEVATIONS OF EXISTING 18"

CMP CULVERT. SEE BELOW FOR BEDDING DETAIL.

CONTRACTOR TO PROVIDE A SMOOTH TRANSITION TO EXISTING GROUND.

INSTALL NEW WHITE DIRECTIONAL ARROW, COORDINATE LOCATION WITH PROJECT MANAGER BEFORE

INSTALLING, SEE SHEET C19 FOR DETAILS.

CONTRACTOR SHALL CONSTRUCT NEW DRAINAGE SWALE PER DETAIL 7 ON SHEET C19.

SEE GRADING SHEET C12.

.14

.12

.13

LIMITS OF

WORK

LIMITS OF

WORK

15'

10' (TYP)

' (T

YP)

28' (TYP)

15'

12' 15'

27'

.16

41.1'

50'

.17

.17.17

.13

INV: 4196.08 INLET

INV: 4195.48 OUT

.18

1/2" LEVEL 2 HMAC WEARING SURFACE, 3"

DEPTH, CONSTRUCT FINAL WEARING

COURSE IN A SINGLE LIFT

18" CMP

CULVERT

6" OF 3"-0" COMPACTED CRUSHED

AGGREGATE BASE

DESIGN (16" TO

24")

12" MIN. PIPE

COVER

COMPACTED SUBGRADE

N.T.S.

1 CMP CULVERT BEDDING

16" MIN 16" MIN

EG I N

12, AM

81061PE

OREGON

EXPIRATION DATE: 06/30/26

REG

I STERED PROFESS IONAL

R.DA V ID W . T UT T LE

C H

ATC

LIN

E SEE BELO

.17

LIMITS OF

WORK

6.5' 9.7'

EXISTING CMR

REMOVE AND

RELOCATE

ACCORDING TO

OWNER

.13.17

.17

.11

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SHEET:

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OPRIS#:

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CONTRACT #:

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AutoCAD SHX Text C9

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COLLIER MEMORIAL STATE PARK

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2022 COLLIER PARK IMPROVEMENTS

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ENTRANCE LOOP LAYOUT

AutoCAD SHX Text 08/29/2024

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1. CONTRACTOR TO VERIFY ALL PROJECT LIMITS, DEMOLITION AND

CONSTRUCTION WITH THE PROJECT MANAGER PRIOR TO STARTING WORK.

2. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND WORK ZONE

SAFETY.

3. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND POLLUTION CONTROL

MEASURES. INSPECTION SERVICES FOR EROSION CONTROL WILL BE

PROVIDED BY THE OWNER.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTION OF EXISTING

AND NEWLY CONSTRUCTED UTILITIES.

5. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OF ALL

CONSTRUCTION DEBRIS, UNLESS OTHERWISE NOTED.

6. CONTRACTOR SHALL COORDINATE WORK ITEMS WITH KLAMATH COUNTY

BUILDING AND PUBLIC WORKS AND OBTAIN ALL REQUIRED PERMITS TO DO

THIS WORK.

GENERAL CONSTRUCTION NOTES:

1" = '

SCALE IN FEET

10 20

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CONTRACTOR SHALL REMOVE EXISTING PAVEMENT, COMPACT EXISTING BASE

MATERIALS AND REPAVE WITH NEW ASPHALT PAVING HAVING A THICKNESS OF 3” (12,450

SQFT) MATCH EXISTING GRADING. SEE DETAIL 5, SHEET C18.

CONTRACTOR TO UTILIZE EXISTING BASE MATERIALS IN THIS AREA. ADD NEW 3 4" MINUS

ROCK TO ACHIEVE GRADE AND COMPACT TO 90% RELATIVE COMPACTION. INSTALL NEW

3" ASPHALT PAVING (4,240 SQFT), SEE DETAIL 5, SHEET C18. FOR GRADING SEE SHEET

C13. (ALTERNATE 1)

CONTRACTOR TO INSTALL NEW SINGLE ARM MAINTENANCE GATE AND GATE ARM

HOLDER TO BE PROVIDED BY OWNER. COORDINATE EXACT LOCATION AND OPENING

DIRECTION WITH OWNER. FOR DETAILS SEE SHEET C22. (ALTERNATE 1)

CONTRACTOR TO PROVIDE SMOOTH TRANSITION TO EXISTING GRADE. (ALTERNATE 1)

CONTRACTOR TO UTILIZE BUTT JOINT DETAIL, SEE DETAIL 6 SHEET C18.

CONTRACTOR TO EXPAND ENTRANCE AND EXIT LANES TO A WIDTH OF 14' MINIMUM.

TREES OR ROOT SYSTEM ARE TO BE PROTECTED. CONTRACTOR TO COORDINATE

IMPROVEMENTS IN THIS AREA PRIOR TO THE BEGINNING OF WORK WITH THE OPRD

CONSTRUCTION MANAGER.

IMPROVEMENT NOTES:

.1 EXISTING CMT'S WITHIN ISLAND

.1 EXISTING CURB ISLAND

.1 EXISTING COMMUNICATION INFRASTRUCTURE

.1(ALL) EXISTING TREES AND ROOT STRUCTURES

KEY NOTES

PROTECT IN PLACE AS NOTED1

.1 EXISTING CMT

.1EXISTING CMT

.1WELL HOUSE

BUILDING

51'

.1 ELECTRICAL

CONDUIT

HATCH LEGEND:

NEW PAVEMENT

COMPACTED EXISTING GRAVEL BASE MATERIAL WITH NEW 3" PAVING

ACCESS ROAD NOT PART

OF SCOPE OF WORK

EG I N

12, AM

81061PE

OREGON

EXPIRATION DATE: 06/30/26

REG

I STERED PROFESS IONAL

R.DA V ID W . T UT T LE

R N

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DATE

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DATE

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SHEET:

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OPRIS#:

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CONTRACT #:

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AutoCAD SHX Text C10

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COLLIER MEMORIAL STATE PARK

AutoCAD SHX Text

2022 COLLIER PARK IMPROVEMENTS

AutoCAD SHX Text

ENTRANCE ROAD LAYOUT

AutoCAD SHX Text 08/29/2024

AutoCAD SHX Text

1. CONTRACTOR TO VERIFY ALL PROJECT LIMITS, DEMOLITION AND

CONSTRUCTION WITH THE PROJECT MANAGER PRIOR TO STARTING WORK.

2. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND WORK ZONE

SAFETY.

3. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND POLLUTION CONTROL

MEASURES. INSPECTION SERVICES FOR EROSION CONTROL WILL BE

PROVIDED BY THE OWNER.

4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTION OF EXISTING

AND NEWLY CONSTRUCTED UTILITIES.

5. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OF ALL

CONSTRUCTION DEBRIS, UNLESS OTHERWISE NOTED.

6. CONTRACTOR SHALL COORDINATE WORK ITEMS WITH KLAMATH COUNTY

BUILDING AND PUBLIC WORKS AND OBTAIN ALL REQUIRED PERMITS TO DO

THIS WORK.

GENERAL CONSTRUCTION NOTES:

EXISTING AC

1" = '

SCALE IN FEET

2.5 5

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CONSTRUCT BUTT JOINT TRANSITION INTO EXISTING PAVEMENT SEE DETAIL 6, SHEET C18.

CONTRACTOR TO CONSTRUCT NEW CURB AND SIDEWALK. SEE DETAIL 3, SHEET C18.

CONTRACTOR TO CONSTRUCT NEW CURB. SEE DETAIL 2, SHEET C18.

NOT USED.

INSTALL NEW OWNER PROVIDED "WASHDOWN" SIGN. COORDINATE LOCATION WITH PROJECT MANAGER

BEFORE INSTALLING.

INSTALL NEW OWNER PROVIDED "DUMP INSTRUCTIONS" SIGN. COORDINATE LOCATION WITH PROJECT

MANAGER BEFORE INSTALLING.

INSTALL NEW OWNER PROVIDED "POTABLE WATER" SIGN. COORDINATE LOCATION WITH PROJECT MANAGER

BEFORE INSTALLING.

CONTRACTOR TO CONSTRUCT NEW WASHDOWN TOWER. SEE DETAIL 3, SHEET C17.

CONTRACTOR TO CONSTRUCT POTABLE WATER YARD HYDRANT. SEE DETAIL 4, SHEET C17.

CONTRACTOR TO CONSTRUCT SEWER CAP AND INLET. SEE DETAIL 1 AND 2, SHEET C17.

NEW ASPHALT CONCRETE. SEE SHEET C18 FOR DETAILS. FOR GRADING SEE SHEET C14.

IMPROVEMENT NOTES:

KEY NOTES

PROTECT IN PLACE AS NOTED1

CONSTRUCT VEHICULAR CONCRETE PAD. SEE DETAILS 7 AND 8, SHEET C18. FOR GRADING SEE SHEET C14.

CONSTRUCT 4' SIGN POST WITH STRUT SLEEVE, AND HOOK TO HANG POTABLE WATER HOSE. HOSE

PROVIDED BY ORPR. SEE DETAIL 4 SHEET C17

CONSTRUCT 4' BOLLARD, SEE DETAIL 3 SHEET C24

LIMITS OF WORK

EXISTING SS STRUCTURES 1

EXISTING SS CLEANOUT 1

.13

.14

EG I N

12, AM

81061PE

OREGON

EXPIRATION DATE: 06/30/26

REG

I STERED PROFESS IONAL

R.DA V ID W . T UT T LE

O re go n

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D \2

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.d w g, /2 3/

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DATE

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DATE

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SHEET:

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OPRIS#:

AutoCAD SHX Text

CONTRACT #:

AutoCAD SHX Text

AutoCAD SHX Text C11

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COLLIER MEMORIAL STATE PARK

AutoCAD SHX Text

2022 COLLIER PARK IMPROVEMENTS

AutoCAD SHX Text

RV DUMP SITE LAYOUT

AutoCAD SHX Text 08/29/2024

AutoCAD SHX Text

4196.62 FS

4197.50 FS

4197.28 FS 4203.34 FS

4201.63 FS

4202.83 FS

4203.84 FS

4204.99 FS

4204.89 FS

4204.29 FS

4203.88 FS

4204.48 FS

4204.36 FS

4204.53 FS

4204.47 FS

4204.39 FS

4204.64 FS

4204.85 FS

4204.90 FS

4205.17 FS

(4206.42 FS)

MATCH EXTG.

(4206.05 TOP DITCH)

MATCH EXTG.

4205.02 FS

4205.00 FS

4204.28 FS

4205.81 FS

4205.68 FS

(4203.89 FS)

MATCH EXTG.

(4203.73 FS)

MATCH EXTG.

4204.90 FS

4204.83 FS

4205.28 FS

03 4204

42014200

4197.5

4197.0 41

4205.0

4204.0

4204.59 FS

4203.74 FS

4206.0

4204.44 FS

4204.95 FG

BOTTOM OF DITCH

4204.48 FS

4204.0

4203.5

4204.0

4205.5

4204.39 FS

4204.62 FS

4204.23 FG

BOTTOM OF DITCH

4204.16 FG

BOTTOM OF DITCH4202.95 FG

BOTTOM OF DITCH

4202.68 FG

BOTTOM OF DITCH

4202.03 FG

BOTTOM OF DITCH

4201.81 FG

BOTTOM OF DITCH

4201.33 FG

BOTTOM OF DITCH

(4206.49 FS)

MATCH EXTG.

(4206.37 FS)

MATCH EXTG.

4204.48 FS4204.48 FS

4204.48 FS

4204.44 FS

4204.48 FS

4204.44 FS

4205.20 FS

4205.27 FS

4205.33 FS

4204.46 FS

4204.20 FS

4205.28 FS

4205.34 FS

4205.40 FS

4205.49 FS

4205.72 FS

4206.15 FS

4206.23 FS

4205.74 FS

4205.06 FS

4205.57 FS

4205.84 FS

4205.72 FS

4205.77 FS

4205.54 FS

4205.52 FS

4205.28 FS

4205.15 FS

4205.52 FS

4205.20 FS

4205.70 FS

4204.39 FS

4205.0

4199.04198.04197.0

97 41

4204.0 4206.04205.0

4202.0

(4199.39 FS)

MATCH EXTG.

4197.63 FS

4198.0

4197.5

(4199.30 FS)

MATCH EXTG.

4199.0

4196.08 INV IN

4195.48 INV OUT

4197.0

C33

C34

1" = '

SCALE IN FEET

10 20

HATCH LEGEND:

NEW ASPHALT PAVING

NEW LANDSCAPE (BY OTHERS)

NEW CONCRETE

P M

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LIMITS OF

WORK

LIMITS OF

WORK

LIMITS OF

WORK

LIMITS OF

WORK

1' LEVEL

GRAVEL

SHOULDER

TYP

1' LEVEL

GRAVEL

SHOULDER

1' LEVEL

GRAVEL

SHOULDER

EXISTING TREES1

KEY NOTES

PROTECT IN PLACE AS NOTED1

EXISTING CMR

REMOVE AND

RELOCATE

ACCORDING TO

TRIBES/OWNER

LIMITS OF

GRADING

LIMITS OF

GRADING

GENERAL NOTES:

1. ALL SUBGRADE WITHIN THE LIMITS OF WORK SHALL BE PROCESSED

AND RECOMPACTED TO 90% RELATIVE COMPACTION. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO OBTAIN FIELD TESTING FOR

DOCUMENTATION OF COMPACTION REQUIREMENT.

2. FOR SIGNING AND STRIPING SEE SHEET C19.

3:1 TYP

SLOPE

24.6'

27.3'

FF=4204.48

EG I N

12, AM

81061PE

OREGON

EXPIRATION DATE: 06/30/26

REG

I STERED PROFESS IONAL

R.DA V ID W . T UT T LE

ATC

LIN

E SEE BELO

C H

EXISTING TREES1

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DATE

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DATE

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OREGON PARKS AND RECREATION DEPARTMENT

AutoCAD SHX Text

SHEET:

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OPRIS#:

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CONTRACT #:

AutoCAD SHX Text

AutoCAD SHX Text C12

AutoCAD SHX Text

COLLIER MEMORIAL STATE PARK

AutoCAD SHX Text

2022 COLLIER PARK IMPROVEMENTS

AutoCAD SHX Text

GRADING PLAN - ENTRANCE LOOP

AutoCAD SHX Text 08/29/2024

AutoCAD SHX Text

Line Table

Line #

L59

L60

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

L76

L77

L78

Length

230.5'

55.7'

120.8'

71.7'

12.4'

15.0'

12.5'

96.4'

15.4'

70.6'

31.7'

88.8'

192.6'

38.6'

41.9'

7.3'

20.0'

22.0'

123.0'

22.9'

Direction

S90°00'00"E

N49°02'23"E

S90°00'00"E

S77°52'44"E

N41°50'32"E

S50°48'23"E

S41°50'32"W

S89°59'56"W

N81°21'17"W

N90°00'00"W

S19°35'18"W

N00°00'00"E

N90°00'00"W

N00°00'00"E

N49°02'23"E

S00°00'00"E

S90°00'00"E

S00°00'04"E

S89°59'59"E

N00°06'25"W

Line Table

Line #

L79

L80

L81

L82

L83

L84

L85

L86

L89

L90

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

Length

23.4'

28.1'

29.7'

70.7'

28.0'

54.0'

6.0'

8.0'

100.0'

8.0'

36.6'

84.5'

21.0'

20.0'

51.0'

16.0'

6.0'

48.0'

Direction

N38°22'44"W

S52°20'37"W

N44°59'43"W

N90°00'00"W

S00°00'17"W

N90°00'00"W

N89°59'58"W

N00°00'00"W

N90°00'00"E

N00°00'00"E

N90°00'00"E

S40°05'59"E

S51°20'25"W

N90°00'00"W

N00°00'00"E

S90°00'00"W

N00°00'18"E

N89°59'43"W

S00°00'00"E

N00°00'00"E

Line Table

Line #

L101

L102

L103

L104

L105

L106

L107

L108

Length

40.1'

7.5'

59.7'

19.9'

19.7'

40.3'

7.4'

22.6'

Direction

S38°29'47"E

S00°06'25"E

S38°41'23"E

S51°30'14"W

N38°39'35"W

N51°20'25"E

S19°47'45"W

N60°24'38"E

Curve Table

Curve #

C33

C34

C35

C36

C37

C38

C39

C40

C41

C42

C43

C44

C45

C46

C47

C48

C49

C50

C51

C52

Length

67.3'

85.9'

17.9'

21.4'

5.3'

26.3'

34.7'

132.9'

31.6'

163.1'

7.3'

4.5'

12.6'

39.3'

18.4'

55.0'

21.4'

16.8'

11.8'

Radi…

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File details come from the government source that posted it. Updated Feb 13, 2025.