Oliver Middle School Parking Lot Expansion Project 260416-01 Final Project Drawings.pdf

PDF 11 MB Posted Mar 25, 2026

Attached to: Oliver MS Parking Lot Expansion, Project #260416-01
Solicitation number: S-P26028-00016421
Issued by: Multnomah County, Oregon

About this file

Written by GovTribe AI · Mar 26, 2026

These are final project drawings for the Oliver Middle School Parking Lot Expansion Project #260416-01, prepared by Robertson Fick Engineering PC for the Centennial School District in Portland, Oregon. The project involves expanding the parking capacity at Oliver Middle School by constructing approximately 20 new parking stalls on the existing site located at 15840 SE Taylor Street, Portland, OR 97233 (Parcel R225398, 15.9 acres total, zoned Residential R-7). The scope of work includes site preparation with removal of existing asphalt and a 7-inch diameter tree, construction of Hot Mix Asphalt (HMA) pavement in two types (Type I and Type II sections), installation of concrete curbing, parking stall striping with 4-inch wide white lines, wheel stops, and removable bollards. The project also requires construction of a 5-foot tall chainlink fence perimeter, a 4-foot wide pedestrian gate, landscaping with native plantings in buffer zones and interior parking lot areas, stormwater management facilities including shallow swales and infiltration basins, and temporary erosion and sediment control measures. The design includes 20 standard parking stalls and associated infrastructure, bringing the total parking from 88 to 108 stalls (with six ADA-accessible stalls and five carpool parking spaces). Construction details specify HMA pavement at 91% compaction per AASHTO T-209 standards, concrete curbs at 3,000 PSI minimum, and compliance with Oregon Standard Specifications for Construction and City of Portland requirements.

The project requires strict adherence to City of Portland erosion control directives, including preconstruction inspection (IVR #200), posting of erosion control complaint hotline signage (503-823-2633), and daily street sweeping of any tracked materials. Cut and fill quantities are estimated at 635 cubic yards of cut and 160 cubic yards of fill, with salvaged gravel to be reused where applicable and excess material disposed. All stormwater facilities are private and shall be maintained by the owner, with BES approval required prior to occupancy (Request #487) and required inspections for location, size, depth, drainage materials, soil, plants, elevations, inlet protection, and outfalls. The project geotechnical report "Report of Geotechnical Services - Oliver Middle School Seismic Retrofit" dated March 27, 2024, by NV5 governs subsurface conditions and structural fill placement. The contractor is responsible for all dewatering design, installation, operation, and monitoring, as well as utility location notification at least 48 hours prior to excavation per ORS Chapter 757. A licensed surveyor must be hired for construction layout, and all miscellaneous metal site elements must be finished in owner-designated colors with powder coating repairs (spray paint prohibited). The drawings were issued as a bid set on March 23, 2026, prepared by JKRF (designer and checker) with contact Jeff Torgerson, P.E. at Robertson Fick Engineering (360-975-4995).

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Other files

File	Type	Posted
Oliver Middle School Parking Lot Expansion Project 260416-01 Final Project Manual.pdf	PDF	Mar 25, 2026
OMS Parking Lot Addendum No 1 - 260416-01.pdf	PDF	Mar 25, 2026
OMS Parking Lot Expansion Addendum No 2 - 260416-01.pdf	PDF	Mar 25, 2026
Bid Tabulation - 260416-01 - OMS Parking Lot Expansion.pdf	PDF	Mar 25, 2026

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C000

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

�N �N �5 �N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

OLIVER M.S. PARKING EXPANSION

PORTLAND, OREGONCENTENNIAL SCHOOL DISTRICT

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EXIST. OLIVER MIDDLE SCHOOL

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NO PARKING

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FIRE LANE - NO PARKING

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NO PARKING

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PROPOSED PARKING EXPANSION

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SCALE: 1" =

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AutoCAD SHX Text COVER SHEET CITY INFORMATION AND DIRECTIVES NOTES, LEGEND, AND ABBREVIATIONS EXISTING CONDITIONS PLAN SITE AND DEMOLITION PLAN SITE DETAILS FENCING DETAILS GRADING, DRAINAGE, AND E.C. PLAN GRADING, DRAINAGE, AND E.C. DETAILS LANDSCAPE PLAN

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SHEET INDEX

AutoCAD SHX Text C000 C001 C002 C003 C100 C101 C102 C200 C201 L100

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VICINITY MAP

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AutoCAD SHX Text ROBERTSON FICK ENGINEERING, PC 13115 NE 4TH ST., SUITE #240 VANCOUVER, WA, 98684 CONTACT: JEFF TORGERSON, P.E. JEFF TORGERSON, P.E. (360) 975-4995 JEFF@ROBERTSONFICK.COM

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CIVIL ENGINEER

AutoCAD SHX Text CENTENNIAL SCHOOL DISTRICT 18135 SE BROOKLYN, PORTLAND, OR 97236 CONTACT: PAUL SOUTHERTON (503) 762-3650 PAUL_SOUTHERTON@CSD28J.ORG

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OWNER/APPLICANT

AutoCAD SHX Text ADDRESS: 15840 SE TAYLOR ST, 15840 SE TAYLOR ST, PORTLAND, OR 97233 PARCELS: R225398 R225398 TOTAL PARCEL AREA = 15.9 ACRES ZONING = RESIDENTIAL (R-7)

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SITE INFORMATION

A N

C001

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

R O

B E

R T

S O

F I C

K P

E N

G I

N E

E R

I N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

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1. PRECONSTRUCTION EROSION & SEDIMENT CONTROL MEASURES INSPECTION: CALL PRECONSTRUCTION EROSION & SEDIMENT CONTROL MEASURES INSPECTION: CALL FOR CITY OF PORTLAND EROSION CONTROL INSPECTION 503-823-7000. REQUEST AN IVR INSPECTION #200 AFTER INITIAL, TEMPORARY EROSION, SEDIMENT AND POLLUTANT CONTROL MEASURES HAVE BEEN PUT IN-PLACE AND PRIOR TO ANY OTHER GROUND DISTURBANCE. IDENTIFY THE RESPONSIBLE PARTY FOR INSPECTION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES DURING THE PRE-CONSTRUCTION MEETING. 2. POST SIGNAGE: POST SIGNAGE ON THE SITE OF THE PERMITTED GROUND POST SIGNAGE: POST SIGNAGE ON THE SITE OF THE PERMITTED GROUND DISTURBING ACTIVITY THAT IDENTIFIES THE CITY’S EROSION CONTROL COMPLAINT S EROSION CONTROL COMPLAINT HOTLINE NUMBER. EROSION CONTROL HOTLINE, 503-823-CODE (2633). THE SIGNAGE ON THE SITE MUST BE CLEARLY VISIBLE FROM THE RIGHT-OF-WAY. THE SIGN SHALL BE AT LEAST 18" BY 18" AND MADE OF MATERIALS THAT SHALL WITHSTAND WEATHER FOR THE DURATION OF THE PROJECT. LETTERING SHALL BE AT LEAST 3" HIGH AND EASILY READABLE. ALL SITE PUBLIC NOTIFICATION SIGNS SHALL BE MAINTAINED TO REMAIN EASILY READABLE FROM THE PUBLIC RIGHT-OF-WAY THROUGHOUT THE DURATION OF THE GROUND DISTURBING ACTIVITY. 3. STREET SWEEPING: ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED STREET SWEEPING: ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO THE STORMWATER COLLECTION SYSTEM SHALL BE REMOVED OR CLEANED UP IMMEDIATELY, AND NO LATER THAN END OF THE WORKDAY. THE USE OF WATER TRUCKS TO WASH THE MATERIAL OFF THE ROADWAY IS NOT ALLOWED. WATER TRUCKS MAY BE USED IMMEDIATELY BEFORE SWEEPERS OR VACUUM SYSTEMS TO LOOSEN SEDIMENT, PROVIDED THAT DISCHARGE TO THE STORMWATER COLLECTION SYSTEM DOES NOT OCCUR.

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CITY OF PORTLAND DIRECTIVES

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PAUL SOUTHERTON (503) 762-3650 PAUL_SOUTHERTON@CSD28J.ORG

24/7 EMERGENCY CONTACT

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D, A

N D

C002

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

R O

B E

R T

S O

F I C

K P

E N

G I

N E

E R

I N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

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WHEEL STOP

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SITE PLAN LEGEND

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SIGN

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BOLLARD

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CONCRETE CURB

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H.M.A. SECTION - TYPE I

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H.M.A. SECTION - TYPE II

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H.M.A. FILL AREA (EXIST. FENCELINE ONLY)

AutoCAD SHX Text A.H.J. C.S.B.C. DIA. EQ. (E) E.G. EXP. F.G. FT. H.M.A. L.F. P/L PSI O.C. QTY. R/W STD. STM. TYP. WAT. (X4)

AutoCAD SHX Text AUTHORITY HAVING JURISDICTION CRUSHED SURFACING BASE COURSE DIAMETER EQUAL EXISTING EXISTING GROUND EXPOSURE FINISH GRADE FEET HOT MIX ASPHALT LINEAL FEET PROPERTY LINE POUNDS PER SQUARE INCH ON CENTER QUANTITY RIGHT-OF-WAY STANDARD STORM TYPICAL WATER QUANTITY, EG. "TIMES 4"

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ABBREVIATIONS

AutoCAD SHX Text ALL ELEMENTS OF THE DEWATERING WORK ARE THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING BUT NOT LIMITED TO: (1) IDENTIFICATION OF NEED; (2) DESIGN, FURNISHING, INSTALLATION, OPERATION, MONITORING, MODIFICATIONS, AND REMOVAL OF SITE DEWATERING SYSTEMS; AND (3) ANY REQUIRED PERMIT ASSOCIATED WITH DEWATERING SYSTEM. DEWATERING ACTIVITIES INCLUDE DIVERSION OF SURFACE WATER RUNOFF AROUND OPEN TRENCHES AND EXCAVATIONS, REMOVAL OF GROUNDWATER AS NEEDED TO KEEP OPEN TRENCHES FREE FROM WATER AND HYDROSTATIC PRESSURE, AND OTHER RELATED WORK. SEE SPECIFICATIONS FOR MORE INFORMATION AND REQUIREMENTS REGARDING DEWATERING.

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DEWATERING

AutoCAD SHX Text THE CONTRACTOR PERFORMING THE WORK SHALL COMPLY WITH THE PROVISIONS OF ORS CHAPTER 757, INCLUDING NOTIFICATION OF ALL OWNERS OF UNDERGROUND FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATION. MAINTAIN PROJECT EROSION CONTROL IN CONFORMANCE WITH THE A.H.J.'S REQUIREMENTS AND ENSURE THAT NO SILT-LADEN WATER ENTERS THE EXISTING STORM SYSTEM OR FLOWS OFF-SITE. IF THE CONTRACTOR'S EROSION CONTROL EFFORTS DO IF THE CONTRACTOR'S EROSION CONTROL EFFORTS DO IF THE CONTRACTOR'S EROSION CONTROL EFFORTS DO NOT PREVENT TRACKING OFF-SITE, THE A.H.J.'S INSPECTOR MAY REQUIRE A WHEEL WASH OR OTHER ADDITIONAL BMPs, AT THE CONTRACTOR'S EXPENSE. SEE ADDITIONAL NOTES AND DETAILS IN THESE CONTRACT DRAWINGS. THE INTENT OF THESE DRAWINGS IS TO SHOW AT LEAST THE MINIMUM REQUIRED EROSION CONTROL MEASURES. ADDITIONAL MEASURES MAY BE REQUIRED BASED ON WEATHER, SOIL CONDITION, CONTRACTOR MEANS AND METHODS, ETC., AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FOR EXCAVATIONS WHICH EXCEED FOUR FEET, CONSTRUCT CUTBACK SLOPES ELSE PROVIDE TRENCH SHORING IN ACCORDANCE WITH RCW 39.04.180. ALL WORK PERFORMED SHALL MEET THE APPLICABLE REQUIREMENTS OF THE LATEST EDITION OF THE OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE INTERNATIONAL BUILDING CODE (I.B.C.), AND CITY OF PORTLAND STANDARDS, INCLUDING ALL AMENDMENTS AND SUPPLEMENTS. ALL WORK SHALL CONFORM TO THE CONCLUSIONS AND RECOMMENDATIONS OF NV5'S PROJECT GEOTECHNICAL REPORT "REPORT OF GEOTECHNICAL SERVICES - OLIVER MIDDLE SCHOOL SEISMIC RETROFIT", DATED MARCH 27, 2024". ALL AREAS THAT WILL RECEIVE STRUCTURAL FILLS OR PAVEMENT SECTIONS SHALL FIRST BE STRIPPED OF TOPSOIL AND OTHER MATERIAL DEEMED UNSUITABLE FOR RECEIVING STRUCTURAL FILLS. THE PROJECT GEOTECHNICAL ENGINEER SHALL APPROVE ALL PREPARED SUBGRADE AREAS PRIOR TO PLACEMENT OF STRUCTURAL FILLS OR PAVEMENT SECTIONS. IF BURIED TREE STUMPS ARE ENCOUNTERED, REMOVE AND BACKFILL WITH APPROVED MATERIAL, WITH ALL WORK OBSERVED BY THE PROJECT GEOTECHNICAL ENGINEER. BURIED ROOTS THAT ARE PART OF A LIVE TREE SHALL NOT BE DISTURBED WITHOUT DIRECTION FROM THE OWNER. NON-STRUCTURAL FILLS SHALL BE INSTALLED IN HORIZONTAL LIFTS NOT EXCEEDING EIGHT INCHES IN THICKNESS AND SHALL BE COMPACTED TO THE FOLLOWING SPECIFICATIONS: LANDSCAPING/PLANTER AREAS = 85% (ASTM D698) REFER TO THE C200 SERIES SHEETS FOR GRADING AND EROSION CONTROL NOTES AND DETAILS.

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GRADING AND EROSION CONTROL NOTES

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GENERAL NOTES

AutoCAD SHX Text REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. THIS PLAN REPRESENTS A "BEST-EFFORT COMPILATION" OF EXISTING UTILITIES THROUGH SURFACE FEATURES, UTILITY LOCATES, AS-BUILT DRAWINGS, AND ORIGINAL DESIGN DRAWINGS (AS APPLICABLE). THE CONTRACTOR SHALL BE AWARE THAT UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUESTING A "UTILITIES LOCATE" FOR FIELD LOCATION A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. RESTORATION OF UTILITIES DAMAGED BY THE CONTRACTOR, HIS AGENTS OR EMPLOYEES, SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY UTILITY LOCATE PAINT. PROVISIONS SHALL BE MADE BY THE CONTRACTOR TO KEEP ALL EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING CONSTRUCTION. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. PROTECT EXISTING ADJACENT HARDSCAPES TO REMAIN. SAWCUT LINES SHALL BE APPROVED BY THE OWNER/ENGINEER IN THE FIELD PRIOR TO CUTTING. ALL ON-SITE STORMWATER FACILITIES CONSTRUCTED WITH THIS PROJECT ARE PRIVATE (NOT PUBLIC) AND SHALL BE MAINTAINED PRIVATELY BY THE OWNER. AT THE END OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL DRAINAGE STRUCTURES (MANHOLES, CATCH BASINS, INLETS, AREA DRAINS, ETC.) WITHIN THE PROJECT LIMITS.

AutoCAD SHX Text THE PROJECT SPECIFICATIONS REQUIRE THAT THE CONTRACTOR HIRE A LICENSED SURVEYOR FOR LAYOUT. IT IS ASSUMED THAT CONSTRUCTION SURVEY STAKING OF THE FEATURES SHOWN ON THESE PLANS WILL BE BASED ON THE DIGITAL CAD FILES IN ADDITION TO THE INFORMATION SHOWN ON THE PLANS AND DETAILS. ALL MISCELLANEOUS METAL SITE ELEMENTS SHALL BE OWNER DESIGNATED COLORS UNLESS SPECIFIED OTHERWISE, INCLUDING BOLLARDS, GATES, AND SIMILAR ITEMS. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN HANDLING AND INSTALLING FINISHED MATERIALS IN ORDER TO PREVENT DAMAGE. ITEMS THAT ARE DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED PER AN APPROVED POWDER COATING REPAIR METHOD. SPRAY PAINT IS PROHIBITED. ALL SITE ELEMENTS SHALL BE THOROUGHLY CLEANED AT THE END OF THE PROJECT TO BE DELIVERED TO THE OWNER IN A "NEW" CONDITION.

SITE PLAN NOTES

C003

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

�N �N �5 �N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

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5' CHAINLINK FENCE

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4' CHAINLINK FENCE

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4' CHAINLINK FENCE

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5' CHAINLINK FENCE

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5' CHAINLINK FENCE

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5' CHAINLINK FENCE

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CONC. CURB

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EDGE OF PAVEMENT

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GRAVEL

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GRAVEL

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CONC. SIDEWALK

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ASPHALT

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RAMP

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5' WIRE FENCE

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7' CHAINLINK FENCE

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TRASH ENCLOSURE W/ 7' BRICK WALL

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EXIST. TRACK

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CB @ GRATE= 248.22' IE OUT (5"/STEEL/W) 245.9'

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GATE

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GATE

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GATE

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GATE

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PROPERTY LINE

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PROPERTY LINE

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ASPHALT

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EXIST. 7" DBH TREE

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EXIST. 4" PVC SAN

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EXIST. 1" PVC WAT

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APPROX. LOCATION PER AS-BUILT PLANS, NOT SURVEYED

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EXISTING CONDITIONS LEGEND

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EXIST. BOLLARD

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EXIST. GATE POST

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EXIST. SANITARY SEWER LINE (APPROX.)

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EXIST. MAJOR CONTOUR LINE

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EXIST. MINOR CONTOUR LINE

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EXIST. FENCE AS NOTED

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EXIST. EDGE OF PAVEMENT

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EXIST. BUILDING FOOTPRINT LINE

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EXIST. BUILDING OVERHANG

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EXIST. TREE

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EXIST. WATER LINE (APPROX.)

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EXIST. UNDERGROUND POWER LINE

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EXIST. CONCRETE

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EXIST. GRAVEL

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1. BASIS OF BEARINGS IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), PORTLAND ZONE, ITRF TO BASIS OF BEARINGS IS THE OREGON COORDINATE REFERENCE SYSTEM (OCRS), PORTLAND ZONE, ITRF TO NAD83(2011)(SEVEN PARAMETER) INTERNATIONAL FEET. 2. ELEVATIONS BASED ON CITY OF PORTLAND (COP) BENCHMARK #1078 WITH A PUBLISHED ELEVATION OF 241.63' COP ELEVATIONS BASED ON CITY OF PORTLAND (COP) BENCHMARK #1078 WITH A PUBLISHED ELEVATION OF 241.63' COP DATUM. BENCHMARK #1078 IS LOCATED ON THE SOUTHEAST CORNER OF THE INTERSECTION BETWEEN SE 158TH AVENUE AND SE MAIN STREET. 3. FIELD SURVEYED JANUARY AND OCTOBER OF 2021, WITH ADDITIONAL FIELD DATA COLLECTED ON OCTOBER 30, 2024. FIELD SURVEYED JANUARY AND OCTOBER OF 2021, WITH ADDITIONAL FIELD DATA COLLECTED ON OCTOBER 30, 2024. 4. CONTOURS ARE AT 1' INTERVALS. CONTOURS ARE AT 1' INTERVALS. 5. PROPERTY BOUNDARY SHOWN HEREON IS PER WESTLAKE CONSULTANTS CAD DRAWING #2904-002T DATED 10/26/2021. PROPERTY BOUNDARY SHOWN HEREON IS PER WESTLAKE CONSULTANTS CAD DRAWING #2904-002T DATED 10/26/2021. ADJACENT PROPERTY LINES SHOWN HEREON ARE FOR VISUAL PURPOSES ONLY AND DO NOT REPRESENT RESOLVED BOUNDARIES. 6. FENCES SHOWN HEREON WITH DIMENSIONAL TIES ARE SHOWN WHERE THEY WERE PHYSICALLY LOCATED. THE FENCE LINE FENCES SHOWN HEREON WITH DIMENSIONAL TIES ARE SHOWN WHERE THEY WERE PHYSICALLY LOCATED. THE FENCE LINE MAY MEANDER BETWEEN MEASURED LOCATES.

NOTES

A N

N P

C100

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

�N �N �5 �N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

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NO PARKING

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FIRE LANE - NO PARKING

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NO PARKING

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9' TYP.

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AutoCAD SHX Text 24'

AutoCAD SHX Text 12.9'

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9' TYP.

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18' TYP.

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AutoCAD SHX Text 20.8'

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EXISTING TRACK

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PROPERTY LINE

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APPROX. ASPHALT SECTION TRANSITION LINE, TYP.

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EXIST. GRAVEL

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23.2' TYP.

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16' GATE (EXIST.)

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9' GATE (EXIST.)

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15 MIN PARKING

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BRK

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15 MIN PARKING

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15 MIN PARKING

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BRK

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BRK

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TVB

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TFM

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NO PARKING

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FIRE LANE - NO PARKING

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NO PARKING

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EXISTING MIDDLE SCHOOL

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EXISTING ELEMENTARY SCHOOL

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SE MAIN STREET

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SE TAYLOR STREET

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H.M.A. SECTION - TYPE I

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H.M.A. SECTION - TYPE II

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H.M.A. FILL AREA (EXIST. FENCELINE ONLY)

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SCALE: 1" =

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SITE DEMOLITION NOTES

AutoCAD SHX Text PROTECT EXISTING FENCE TO REMAIN. PROTECT EXISTING HARDSCAPE TO REMAIN. PROTECT EXISTING TRASH ENCLOSURE STRUCTURE TO REMAIN. REMOVE AND DISPOSE OF EXISTING 7" DBH TREE, INCLUDING ENTIRE ROOT BALL. GEOTECH SHALL OBSERVE BACKFILL. REMOVE EXISTING CHAINLINK FENCE. REFER TO NOTE 106 FOR REPLACEMENT. SEE PLAN FOR LENGTH. SAWCUT AND REMOVE EXISTING ASPHALT. SEE PLAN FOR APPROXIMATE AREA. REMOVE AND DISPOSE OF THE EXISTING GATE, INCLUDING POST FOUNDATIONS. PROTECT EXISTING BOLLARD TO REMAIN.

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SITE CONSTRUCTION NOTES

AutoCAD SHX Text CONSTRUCT CONCRETE CURB PER DETAIL 1/C101. CONSTRUCT TYPE I HOT MIXED ASPHALT (H.M.A.) SECTION PER DETAIL 4/C101. PAINT 4" WIDE WHITE STRIPE FOR PARKING STALLS, DIMENSIONS SHOWN ON PLAN. PAINT CROSS STRIPING PER DETAIL 3/C101. ORIENTATION PER PLAN. INSTALL CONCRETE WHEELSTOP PER DETAIL 2/C101. STORMWATER TREATMENT FACILITY. SEE C200 SERIES SHEETS. CONSTRUCT 5' TALL CHAINLINK FENCE PER DETAILS 1-3/C102. SEE PLAN FOR APPROXIMATE LENGTH. CONSTRUCT 4' WIDE PEDESTRIAN GATE PER DETAIL 4/C102. INSTALL REMOVABLE BOLLARD PER DETAIL 8/C101. SEE "L" SERIES SHEETS FOR PLANTING INFORMATION. INSTALL CARPOOL PARKING SIGN PER DETAILS 6 AND 7 ON SHEET C101. AT MIDDLE SCHOOL SITE, SET SIGN 2' FROM BACK OF EXISTING SIDEWALK. AT ELEMENTARY SCHOOL SITE, SET SIGN 1' FROM INSIDE EDGE OF PARKING STALL. CONSTRUCT TYPE II H.M.A. SECTION PER DETAIL 5/C101. STRIP AND STOCKPILE EXISTING GRAVEL FOR RE-USE IN PAVED AREA AS NOTED PER DETAIL 5/C101. IMPORT ADDITIONAL STRUCTURAL FILL OR HAUL-OFF EXCESS GRAVEL AS NEEDED. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. FILL IN AREA BETWEEN TOP OF NEW ASPHAT AND EXISTING TRACK WITH H.M.A. PER DETAIL 1/C201. PAINT "NO PARKING - FIRE LANE" IN 12" TALL WHITE LETTERS. CONSTRUCT CURB CUT PER DETAIL 3/C201. PAINT FACE OF CURB WITH 4" TALL WHITE LETTERING STATING "NO PARKING" AT 20' INTERVALS.

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STANDARD

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TOTAL

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EXISTING M.S.

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PARKING COUNT

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PROPOSED

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ADA

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TOTAL

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AutoCAD SHX Text PARKING SUMMARY ELEMENTARY AND MIDDLE SCHOOL PARKING ALLOWS A MAXIMUM OF 1.5 STALLS PER CLASSROOM. THE EXISTING MIDDLE SCHOOL INCLUDES 28 CLASSROOMS AND THE ELEMENTARY SCHOOL INCLUDES 25 CLASSROOMS FOR A TOTAL OF 53 CLASSROOMS. A MAXIMUM ALLOWANCE OF 80 STALLS IS ALLOWED. THE PROPOSED LAYOUT CONTAINS A TOTAL OF 88 EXISTING STALLS AND PROPOSES TO ADD AN ADDITIONAL 20 STALLS TO THE MIDDLE SCHOOL SITE. THIS RESULTS IN A TOTAL OF 109 STALLS, EXCEEDING THE MAXIMUM ALLOWED. ALL PROPOSED STALLS ARE MINIMUM 9' x 18'. ADA ACCESSIBLE PARKING ADA PARKING REQUIREMENT IS BASED ON THE NUMBER OF STALLS PROVIDED. FOR 108 TOTAL STALLS PROVIDED, 5 ADA STALLS ARE REQUIRED (6 PROVIDED). *CARPOOL PARKING CARPOOL PARKING IS BASED ON THE NUMBER OF STALLS PROVIDED. PER 108 STALLS PROVIDED, 5 CARPOOLS ARE REQUIRED (5 PROVIDED). FIVE OF THE EXISTING PARKING STALLS WILL BE REDEDICATED TO CARPOOL PARKING SPLIT BETWEEN THE EXISTING ELEMENTARY AND MIDDLE SCHOOL PARKING LOTS AS SHOWN. NO CARPOOL PARKING WILL BE DEDICATED IN THE 20 STALL PARKING EXPANSION.

AutoCAD SHX Text

A.D.A. AND CARPOOL LOCATIONS

AutoCAD SHX Text

SCALE: 1" = 60'

AutoCAD SHX Text

AutoCAD SHX Text 5*

AutoCAD SHX Text

CARPOOL

AutoCAD SHX Text 5*

AutoCAD SHX Text

EXISTING E.S.

AutoCAD SHX Text

SITE SURFACING LEGEND

AutoCAD SHX Text

C101

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

R O

B E

R T

S O

F I C

K P

E N

G I

N E

E R

I N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

RESERVED

FOR

CARPOOL

BEFORE

9 AM (M-F)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CONCRETE CURB

AutoCAD SHX Text

1. CONCRETE CURBS SHALL BE 3,000 PSI MIN., 3 1/2" SLUMP MAX. CONCRETE CURBS SHALL BE 3,000 PSI MIN., 3 1/2" SLUMP MAX. 2. LIGHT BROOM FINISH IN DIRECTION OF CURB. LIGHT BROOM FINISH IN DIRECTION OF CURB. 3. JOINTING PER SPECIFICATIONS. JOINTING PER SPECIFICATIONS. 4. ALIGN JOINTS WITH ADJACENT SIDEWALK WHERE APPLICABLE.ALIGN JOINTS WITH ADJACENT SIDEWALK WHERE APPLICABLE.

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

5 1/2" @ TOP

AutoCAD SHX Text

6" TYPICAL CURB EXPOSURE UNLESS NOTED OTHERWISE

AutoCAD SHX Text

1" RAD.

AutoCAD SHX Text

1/2" RAD.

AutoCAD SHX Text F.G.

AutoCAD SHX Text

FULLY COMPACTED SUBGRADE, 8" MIN. @ 95% COMPACTION PER ASTM D1557

AutoCAD SHX Text

2" MIN. DEPTH C.S.T.C. @ 95% COMPACTION PER ASTM D1557

AutoCAD SHX Text 16"

AutoCAD SHX Text

1. WHEEL STOP SHALL BE PRECAST CONCRETE WHEEL STOP. INSTALL "6' WHEEL STOP WHEEL STOP SHALL BE PRECAST CONCRETE WHEEL STOP. INSTALL "6' WHEEL STOP W/ SCUPPERS" AS MANUFACTURED BY MICHAELS PRECAST CONCRETE (WWW.MICHAELSPRECAST.COM), OR APPROVED EQUAL. 2. DOWEL INTO PLACE WITH 18" #5 REBAR. DOWEL INTO PLACE WITH 18" #5 REBAR. 3. FACE OF WHEEL STOP (CAR SIDE) SHALL BE PLACED 2.5' BACK FROM THE FRONT OF FACE OF WHEEL STOP (CAR SIDE) SHALL BE PLACED 2.5' BACK FROM THE FRONT OF THE PARKING STALL.

AutoCAD SHX Text PINNING HOLES, TWO LOCATIONS PER EACH. SECURE WITH #5 REBAR AND FILL WITH NON-SHRINK GROUT.

AutoCAD SHX Text

FLOW THROUGH CHANNEL, 10" WIDE, TWO (2) PER WHEEL STOP.

AutoCAD SHX Text

DRIVE TO 1" BELOW TOP

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CONCRETE WHEEL STOP

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

5 1/2" MAX.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

H.M.A. SECTION - TYPE I

AutoCAD SHX Text RIP EXISTING GRAVEL SUBGRADE TO 4" DEPTH PRIOR TO PLACEMENT AND COMPACTION OF NEW 2" C.S.B.C. LAYER

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

LOADING AISLE CROSS STRIPING

AutoCAD SHX Text

LENGTH PER PLAN

AutoCAD SHX Text

WIDTH PER PLAN

AutoCAD SHX Text

24" O.C. (TYP.)

AutoCAD SHX Text

4" WHITE STRIPES (TYP.)

AutoCAD SHX Text 45°

AutoCAD SHX Text STRIPING SHALL BE PERPENDICULAR TO SIGHT LINE OF ADJACENT TRAVEL LANE. SEE PLAN FOR ORIENTATION.

AutoCAD SHX Text

START AT CORNER

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

12" TALL WHITE LETTERING CENTERED ON BOTTOM OF ACCESS AISLE NEAREST DRIVE AISLE.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

H.M.A. SECTION - TYPE II

AutoCAD SHX Text

2" C.S.B.C 95% COMPACTION PER ASTM D1557

AutoCAD SHX Text

2" C.S.B.C 95% COMPACTION PER ASTM D1557

AutoCAD SHX Text

6" DEPTH OF SALVAGED GRAVEL @ 95% COMPACTION PER ASTM D1557

AutoCAD SHX Text 3" H.M.A. CL. 1/2" PG 58H-22 @ 91% COMPACTION PER AASHTO T-209). SINGLE H.M.A. LIFT

AutoCAD SHX Text

SELF LOCKING NUT (TYP.)

AutoCAD SHX Text 2" x 2" SQUARE STEEL BREAKAWAY POST. PROVIDE CAP, WELD, AND GRIND FLUSH AND SMOOTH.

AutoCAD SHX Text

SEE ANCHOR DETAIL

AutoCAD SHX Text

FASTEN SIGN TO POST WITH (2) TAMPER RESISTANT S.S. BOLTS

AutoCAD SHX Text 2 1/2" x 2 1/2" x 3/16" (O.D.) x 2'-2" LONG SLEEVE

AutoCAD SHX Text

STAINLESS STEEL TAMPER RESISTANT CORNER BOLT (TYP.)

AutoCAD SHX Text

ANCHOR DETAIL

AutoCAD SHX Text

TOP VIEW

AutoCAD SHX Text 2" x 2" O.D. SQUARE POST

AutoCAD SHX Text 2 1/2" x 2 1/2" x 3/16" (O.D.) x 2'-2" LONG SLEEVE

AutoCAD SHX Text

MIN. 12" DIA. CONCRETE FOOTING, CL. 3000

AutoCAD SHX Text

UNDISTURBED NATIVE SOIL OR COMPACTED FILL

AutoCAD SHX Text

SIGN (SEE DETAIL)

AutoCAD SHX Text

FLOW OF TRAFFIC

AutoCAD SHX Text 3/4"

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

GROUND MOUNT POST DETAIL

AutoCAD SHX Text 18"

AutoCAD SHX Text 24"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 24"

AutoCAD SHX Text

VARIES

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CAR POOL SIGN

AutoCAD SHX Text 12" x 18" PLATE W/ BLACK 2" RETROREFLECTIVE LETTERING ON WHITE RETROREFLECTIVE BACKGROUND. MOUNT PER DETAIL 6/C101. MATERIALS AND CONSTRUCTION PER MUTCD.

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

1. REMOVABLE BOLLARD SHALL BE GLOBAL INDUSTRIAL REMOVABLE BOLLARD SHALL BE GLOBAL INDUSTRIAL MODEL 670517 (36"H X 4"D) OR APPROVED EQUAL. 2. FACTORY COLOR SHALL BE YELLOW. FACTORY COLOR SHALL BE YELLOW. 3. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 4. BOLLARD SHALL BE PLUMB IN BOTH DIRECTIONS.BOLLARD SHALL BE PLUMB IN BOTH DIRECTIONS.

AutoCAD SHX Text 4 1/2" O.D.

AutoCAD SHX Text

EX. GROUND

AutoCAD SHX Text

3" DEPTH C.S.T.C. @ 95% COMPACTION PER ASTM D1557

AutoCAD SHX Text

EMBEDMENT SLEEVE AND HINGING LID

AutoCAD SHX Text

%%UTOP

AutoCAD SHX Text

SECTION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

REMOVABLE BOLLARD

AutoCAD SHX Text

LID

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text

SIDE

AutoCAD SHX Text

2,500 P.S.I. CONCRETE FOOTING

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text

CSD

AutoCAD SHX Text

FIRE

AutoCAD SHX Text

CSD

AutoCAD SHX Text

FIRE

PROVIDE 5/8" DIA. x 2" LONG SOLID ROD (ALUMINUM OR S.S.) DRILLED FOR TWO PADLOCKS. COORDINATE WITH FIRE MARSHALL FOR KNOX PADLOCK.

C102

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

R O

B E

R T

S O

F I C

K P

E N

G I

N E

E R

I N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

AutoCAD SHX Text

FENCING NOTES (APPLY TO ALL FENCING DETAILS)

AutoCAD SHX Text

1. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. FABRIC SHALL BE 9 GA. UNLESS NOTED OTHERWISE. FABRIC SHALL BE 9 GA. UNLESS NOTED OTHERWISE. 3. ALL FENCE FRAME COMPONENTS AND FITTINGS INCLUDING FABRIC, POSTS, ALL FENCE FRAME COMPONENTS AND FITTINGS INCLUDING FABRIC, POSTS, RAILS, BRACES, BANDS, BARS, POST CAPS, WIRE, HOG RINGS, NUTS, BOLTS, AND OTHER ELEMENTS SHALL BE HOT DIP GALVANIZED. 4. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED SELVAGE ALONG ALL EDGES FOR ALL TYPES CHAIN LINK FENCE INSTALLATIONS. 5. NEW POSTS WHICH HAVE BEEN CUT OR OTHERWISE INSTALLED TOO SHORT NEW POSTS WHICH HAVE BEEN CUT OR OTHERWISE INSTALLED TOO SHORT SHALL BE REMOVED. FIELD WELDING OF POSTS OR RAILS SHALL NOT BE PERMITTED. 6. ALL POSTS SHALL HAVE DOME POST TOP CAP ATTACHED WITH SET SCREW, ALL POSTS SHALL HAVE DOME POST TOP CAP ATTACHED WITH SET SCREW, PEENED, OR OTHERWISE AFFIXED TO PREVENT HAND REMOVAL OF THE CAP. POST CAPS SHALL BE LEVEL.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

FENCING NOTES

AutoCAD SHX Text

TERMINAL OR CORNER POSTS

AutoCAD SHX Text

DOME CAP WITH SET SCREW, PEENED, OR SPOT WELDED, CONSISTENT HEIGHT.

AutoCAD SHX Text

TOP RAIL (TYP.)

AutoCAD SHX Text

2" MESH, CHAIN LINK FABRIC

AutoCAD SHX Text

FABRIC 1" FROM FINISHED GRADE

AutoCAD SHX Text

LINE POST W/ LINE POST TOP

AutoCAD SHX Text

TENSION BAR (TYP.)

AutoCAD SHX Text

TENSION BAR BANDS/ CLIPS @ 12" O.C. (TYP.)

AutoCAD SHX Text

9 GA. TIES ALONG HORIZONTAL RAILS @ 24" O.C. (TYP.)

AutoCAD SHX Text

BOTTOM RAIL (TYP.) FOR ALL HEIGHTS

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

KNUCKLED SELVAGE @ TOP & BOTTOM (TYP.)

AutoCAD SHX Text

10' O.C. (UNLESS OTHERWISE NOTED)

AutoCAD SHX Text

HEIGHT PER PLAN

AutoCAD SHX Text

GROUND CONDITION VARIES

AutoCAD SHX Text

BOULEVARD CLAMP (TYPICAL)

AutoCAD SHX Text

SEE FOOTING DETAIL

AutoCAD SHX Text

TENSION BAR SHALL NOT EXTEND OVER TOP RAIL OR UNDER BOTTOM RAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

9 GA. WIRE TIES @ 12" O.C. AT POSTS (TYP.)

AutoCAD SHX Text

TENSION BAR BANDS @ 12" O.C.

AutoCAD SHX Text

HEIGHT PER PLAN

AutoCAD SHX Text

LOCKING GATE HASP

AutoCAD SHX Text

GATE

AutoCAD SHX Text

PROVIDE SUFFICIENT HEIGHT TO CLEAR UPHILL SWING WITH MIN. 1" CLEAR

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PEDESTRIAN GATE DETAIL

AutoCAD SHX Text 3'

AutoCAD SHX Text

TERMINAL POSTS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

TYPICAL FENCE FOOTING DETAIL

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

HEIGHT

AutoCAD SHX Text

FOOTING

AutoCAD SHX Text

DIMENSIONS

AutoCAD SHX Text

1. CONCRETE FOOTING SHALL BE 2,500 P.S.I. CONCRETE FOOTING SHALL BE 2,500 P.S.I. 2. ALL FOOTINGS SHALL BE POURED AGAINST COMPACTED STRUCTURAL FILL OR FIRM ALL FOOTINGS SHALL BE POURED AGAINST COMPACTED STRUCTURAL FILL OR FIRM UNDISTURBED NATIVE SOIL

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text

12" DIA.

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

EXTEND LANDSCAPE MATERIAL OVER TOP OF FOOTINGS PER LANDSCAPE PLANS.

AutoCAD SHX Text

NOTES::

AutoCAD SHX Text

FENCE FABRIC

AutoCAD SHX Text N.T.S.

N.T.S.

G, D

E, A

N D

C200

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

�N �N �5 �N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

FIRE LANE - NO PARKING

AutoCAD SHX Text

NO PARKING

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

250.36 TC/AC

AutoCAD SHX Text

250.07 BC (E)

AutoCAD SHX Text

249.70 BC (E)

AutoCAD SHX Text

250.51 EG

AutoCAD SHX Text 253.28

AutoCAD SHX Text 250.25

AutoCAD SHX Text

250.65 TC

AutoCAD SHX Text

250.15 BC/AC

AutoCAD SHX Text

249.68 TC

AutoCAD SHX Text

249.68 BC

AutoCAD SHX Text 251.04

AutoCAD SHX Text

249.81 EG

AutoCAD SHX Text 250.30

AutoCAD SHX Text 252.76

AutoCAD SHX Text 252.40

AutoCAD SHX Text 252.60

AutoCAD SHX Text

253.61 TC

AutoCAD SHX Text

253.11 BC

AutoCAD SHX Text 253.28

AutoCAD SHX Text 253.19

AutoCAD SHX Text 252.44

AutoCAD SHX Text

251.44 TC

AutoCAD SHX Text

251.44 BC

AutoCAD SHX Text 250.77

AutoCAD SHX Text 252.84

AutoCAD SHX Text 250.30

AutoCAD SHX Text 253.14

AutoCAD SHX Text

252.80 TC

AutoCAD SHX Text

252.30 BC

AutoCAD SHX Text 249.90

AutoCAD SHX Text 253.07

AutoCAD SHX Text

251.99 TC

AutoCAD SHX Text

251.49 BC

AutoCAD SHX Text 251.00

AutoCAD SHX Text 251.69

AutoCAD SHX Text 252.59

AutoCAD SHX Text 252.98

AutoCAD SHX Text

250.50 TC

AutoCAD SHX Text

250.00 BC (E)

AutoCAD SHX Text 250.07

AutoCAD SHX Text 253.13

AutoCAD SHX Text 252.35

AutoCAD SHX Text 250.40

AutoCAD SHX Text 250.68

AutoCAD SHX Text

252.10 TC

AutoCAD SHX Text

251.60 BC

AutoCAD SHX Text 252.96

AutoCAD SHX Text 252.86

AutoCAD SHX Text 252.50

AutoCAD SHX Text 251.66

AutoCAD SHX Text 251.71

AutoCAD SHX Text 252.42

AutoCAD SHX Text 251.12

AutoCAD SHX Text 250.27

AutoCAD SHX Text 250.30

AutoCAD SHX Text 249.96

AutoCAD SHX Text 251.60

AutoCAD SHX Text

252.88 TC

AutoCAD SHX Text

252.38 BC

AutoCAD SHX Text 251.58

AutoCAD SHX Text 251.53

AutoCAD SHX Text 251.38

AutoCAD SHX Text 249.55

AutoCAD SHX Text 251.54

AutoCAD SHX Text 251.59

AutoCAD SHX Text

251.33 TC

AutoCAD SHX Text

251.33 BC

AutoCAD SHX Text 253.19

AutoCAD SHX Text 253.22

AutoCAD SHX Text 253.21

AutoCAD SHX Text 253.36

AutoCAD SHX Text 253.27

AutoCAD SHX Text 253.36

AutoCAD SHX Text 253.09

AutoCAD SHX Text 252.97

AutoCAD SHX Text

250.46 EG

AutoCAD SHX Text

250.11 EG

AutoCAD SHX Text 4.3%

AutoCAD SHX Text 1.1%

AutoCAD SHX Text

10% MAX

AutoCAD SHX Text

10% MAX

AutoCAD SHX Text

10% MAX

AutoCAD SHX Text

EXISTING TRACK

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text 5.1'

AutoCAD SHX Text 14.9'

AutoCAD SHX Text 7.1'

AutoCAD SHX Text 100.00

AutoCAD SHX Text FINISH GRADE SPOT ELEVATION TC = TOP OF CURB BC = BOTTOM OF CURB EG = EXISTING GRADE AC = TOP OF ASPHALT NOTE: ELEVATIONS ARE AT FLOW LINE UNLESS NOTED OTHERWISE.

AutoCAD SHX Text SAWCUT LINE GRADING BREAK LINE GRADING SWALE CENTERLINE TEMPORARY SILT FENCE GRADING LIMITS (APPROX.) TEMPORARY INLET PROTECTION TEMPORARY FILTRATION BAG

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SCALE: 1" =

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text INSTALL TEMPORARY INLET PROTECTION PER DETAILS 3.19-B/C201. INSTALL TEMPORARY SEDIMENT CONTROL FENCING PER DETAIL 3.15-A/C201. INSTALL TEMPORARY FILTRATION BAGS PER DETAIL 3.16-A/C201. CONSTRUCT TYPICAL SECTION A-A PER DETAIL 1/C201. CONSTRUCT TYPICAL SECTION B-B PER DETAIL 2/C201. CONSTRUCT SHALLOW SWALE. SEE PLAN FOR LONGITUDINAL SLOPE. CONSTRUCT RIP-RAP OUTFALL PROTECTION OVER AN AREA OF 10 SQUARE FEET AT END OF SWALE. RIP RAP SHALL BE 1" TO 2" IN SIZE, AND PLACED TO A DEPTH OF 3" MIN. AND FLUSH WITH FINISH GRADE. CONSTRUCT UNLINED BASIN PER DETAIL SW-203/C201. SEE PLAN FOR MINIMUM BOTTOM AREA AND ELEVATION. CONSTRUCT CURB CUT PER DETAIL 3/C201. GRADE WITH SALVAGED GRAVEL TO TIE INTO EXISTING GROUND AT 10% MAX SLOPE. SEE PLAN FOR APPROXIMATE GRADING LIMITS

AutoCAD SHX Text

GRADING, DRAINAGE AND E.C. PLAN NOTES

AutoCAD SHX Text

AutoCAD SHX Text CONTRACTOR SHALL NOT TRACK DIRT, MUD OR OTHER DEBRIS ONTO EXISTING PAVED SURFACES. IF TRACKING IS EVIDENT, DEBRIS SHALL BE REMOVED IMMEDIATELY, AND ADDITIONAL EROSION CONTROL MEASURES SHALL BE REQUIRED PER THE CITY INSPECTOR AT THE CONTRACTOR'S EXPENSE SUCH AS WHEEL WASH AND/ OR CONSTRUCTION ENTRANCE.

AutoCAD SHX Text

CONSTRUCTION ACCESS

AutoCAD SHX Text

AutoCAD SHX Text THE FOLLOWING CUT/FILL QUANTITIES HAVE BEEN CALCULATED FOR THE SOLE PURPOSE OF THE CITY OF PORTLAND REVIEW PROCESS. CUT = 635 C.Y. FILL = 160 C.Y.

AutoCAD SHX Text

CUT/FILL QUANTITIES

AutoCAD SHX Text

AutoCAD SHX Text THE CURRENT SITE IS MAINLY GRAVEL AND ONLY A PORTION OF THE SITE WILL NOT REQUIRE STRIPING AND SALVAGING OF THE EXISTING GRAVEL. SEE C100 FOR APPROXIMATE DELINEATION OF AREAS WITH MINIMAL GRAVEL DISTURBANCE. ALL EXCESS GRAVEL SHALL BE REMOVED AND DISPOSED.

AutoCAD SHX Text

GRADING INTENT

AutoCAD SHX Text

INFILTRATION FACILITIES CONSTRUCTION METHOD

AutoCAD SHX Text CONSTRUCTION TRAFFIC SHALL NOT BE PERMITTED ON THE EXPOSED, PARTIALLY EXPOSED, OR EXCAVATED SUBGRADE AT THE INFILTRATION BASINS. THE ENTIRE SUBGRADE IS DESIGNED AS AN INFILTRATING SURFACE, AND SHALL BE UNDISTURBED. AREAS WHICH ARE COMPACTED BY CONSTRUCTION ACTIVITIES WILL NOT BE ABLE TO BE REPAIRED THROUGH SCARIFICATION OR ANY OTHER MEANS. 1. EXCAVATION WITHIN INFILTRATION BASINS SHALL BE PERFORMED WITH TRACK HOE EXCAVATION WITHIN INFILTRATION BASINS SHALL BE PERFORMED WITH TRACK HOE EXCAVATORS (SMOOTH BUCKET) IN A “BACK OUT” PATTERN SO THAT THE BACK OUT” PATTERN SO THAT THE PATTERN SO THAT THE EQUIPMENT DOES NOT BEAR ON OR WITHIN 12” OF SUBGRADE ELEVATIONS. BELLY OF SUBGRADE ELEVATIONS. BELLY SCRAPERS, BULLDOZERS, OR SIMILAR EQUIPMENT WHICH BEAR ON THE SUBGRADE ARE NOT ALLOWED.

AutoCAD SHX Text NOTE: BES APPROVAL REQUIRED PRIOR TO OCCUPANCY TO SCHEDULE, DIAL IVR AT 503-823-7000 OR ONLINE AT WWW.DEVHUB@PORTLANDOREGON.GOV REQUEST #487 BES ON-SITE STORMWATER FACILITY EVAL NEED ASSISTANCE? PHONE 503-823-7761 OPTION 2 BASINS REQUIRED INSPECTIONS PRIOR TO COMPLETION #1: LOCATION, SIZE, DEPTH, STRUCTURE, LINING/WATERPROOFING, PENETRATIONS AND LOCATION, SIZE, DEPTH, STRUCTURE, LINING/WATERPROOFING, PENETRATIONS AND PIPING, FLOW CONTROL STRUCTURE/ORIFICE AS REQUIRED (PRIOR TO INSTALLATION) #2: DRAINAGE MATERIALS DRAINAGE MATERIALS #3: SOIL, PLANTS, ELEVATIONS, INLET PROTECTION, OUTFALLS SOIL, PLANTS, ELEVATIONS, INLET PROTECTION, OUTFALLS PP&D PLUMBING INSPECTOR APPROVAL REQUIRED FOR DOWNSPOUTS AND PRIVATE STORM SEWER PIPING OUTSIDE OF STORM FACILITIES

BES PRIVATE STORMWATER FACILITY INSPECTION REQUIRED

G, D

E, A

N D

C201

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

R O

B E

R T

S O

F I C

K P

E N

G I

N E

E R

I N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

AutoCAD SHX Text

4:1 MAX

AutoCAD SHX Text

NEW ASPHALT PAVEMENT, SEE GRADING PLAN FOR ELEVATIONS

AutoCAD SHX Text

VARIES SEE PLAN

AutoCAD SHX Text

VARIES SEE PLAN

AutoCAD SHX Text

NEW CONCRETE CURB

AutoCAD SHX Text

6" EXP., TYP.

AutoCAD SHX Text

SEE GRADING PLAN FOR SWALE CENTERLINE LOCATION AND GRADES

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

TYPICAL SECTION B-B

AutoCAD SHX Text

NEW ASPHALT

AutoCAD SHX Text

EXIST. RUBBERIZED SURFACING

AutoCAD SHX Text

EXIST. FENCE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

EXISTING GROUND

AutoCAD SHX Text

HAND-TAMP NEW EDGE @ 45°

AutoCAD SHX Text TRIM BOTTOM OF FENCE FABRIC TO ALLOW FOR 1" SEPARATION FROM BOTTOM OF FABRIC TO FINISH GRADE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CURB CUT OUTFALL DETAIL

AutoCAD SHX Text

0" EXP.

AutoCAD SHX Text

0" EXP.

AutoCAD SHX Text

6" EXP.

AutoCAD SHX Text

6" EXP.

AutoCAD SHX Text

12" TAPER

AutoCAD SHX Text

12" FLAT

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

FLUSH

AutoCAD SHX Text

FLAT BOTTOM AREA

AutoCAD SHX Text

SEE GRADING PLAN

AutoCAD SHX Text

3" DEPTH WASHED RIVER ROCK (1"-2" DIA.)

AutoCAD SHX Text

CURB

AutoCAD SHX Text

FLOW

AutoCAD SHX Text 1:12

AutoCAD SHX Text

SLIGHT CHANNEL

AutoCAD SHX Text

12" TAPER

AutoCAD SHX Text

MIRAFI 140N SEPARATION FABRIC

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION

AutoCAD SHX Text 2'

AutoCAD SHX Text 2"

AutoCAD SHX Text

10:1 MAX

AutoCAD SHX Text

NO OVERFLOW RISER OR PIPING REQUIRED

AutoCAD SHX Text 12"

AutoCAD SHX Text

EXIST. ASPHALT

AutoCAD SHX Text

1. PROTECT EXISTING RUBBERIZED SURFACING TO REMAIN. PROTECT EXISTING RUBBERIZED SURFACING TO REMAIN. 2. TEMPORARILY REMOVE EXISTING FENCE FABRIC AS NEEDED TO PERFORM WORK AND TEMPORARILY REMOVE EXISTING FENCE FABRIC AS NEEDED TO PERFORM WORK AND RECONNECT/REPAIR TO EXISTING CONDITIONS OR BETTER. 3. REMOVE EXISTING ORGANICS AND GRAVEL PRIOR TO PAVING.REMOVE EXISTING ORGANICS AND GRAVEL PRIOR TO PAVING.

NOTES

L100

DESIGNED

DRAWN

ISSUE

JKRF

JOB NO. CENT-03

CHECKED

DATE

REVISIONS:

M .S

. P

N D, O

SHEET NO.

JKRF

JRT

MARCH 23, 2026

SHEET NO.

BID SET

�N �N �5 �N

5 NE 4th

St. #240 , Vanc ouve r, WA

4 | (360) 97

5-499

BID SET

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NO PARKING

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FIRE LANE - NO PARKING

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NO PARKING

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EXISTING TRACK

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PROPERTY LINE

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22' TYP.

AutoCAD SHX Text LARGE TREE 1 - 5' TALL (MIN.) CEDRUS DEODARA (DEODAR CEDAR) 2 - 5' TALL (MIN.) PSEUDOTSUGA MENZIESII (DOUGLAS FIR)

AutoCAD SHX Text MEDIUM TREE 10 - 5' TALL (MIN.) CHAMAECYPARIS NOOTKATENSIS "PENDULA" (NOOTKA CYPRESS, ALASKA YELLOW CEDAR)

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SMALL TREE 1 - 1.5" CALIPER KOELREUTERIA SPINNATA (CHINESE FLAME TREE)

AutoCAD SHX Text L3 BUFFER PLANTING ZONE 35 - 1 GAL. PHILADELPHUS LEWISII CVS (MOCK ORANGE) @ 5' O.C. GROUNDCOVER - 4" BACHARIS MAGILLANICUS (SPREADING COYOTE BUSH) @ 4' O.C.

AutoCAD SHX Text P1 PLANTING ZONE 15 - MAHONIA AQUIFOLIUM (TALL OREGON GRAPE) @ 3' O.C. 15 - POTENTILLA FRUTICOSA CVS. (BUSH CINQUEFOIL) @ 3' O.C. GROUNDCOVER - 4" HELIANTHEMUM CVS. (SUNROSE) @ 1.5' O.C.

AutoCAD SHX Text STORMWATER BASIN ZONE A 55/100 S.F. - #1 CONTAINER JUNCUS PATENS (SPREADING RUSH) 14/100 S.F. - #1 CONTAINER SPIRAEA BETULIFOLIA (BIRCHLEAF SPIREA)

AutoCAD SHX Text STORMWATER BASIN ZONE B 55/100 S.F. - #1 CONTAINER ARCTOSTAPHYLOS UVA-URSI (KINNIKINNIK) 14/100 S.F. - #1 CONTAINER VACCINIUM OVATUM (EVERGREEN HUCKLEBERRY)

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SCALE: 1" =

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AutoCAD SHX Text NO TEMPORARY OR PERMANENT IRRIGATION SYSTEM IS PROPOSED. THE OWNER SHALL HAND WATER ALL PLANTINGS.

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IRRIGATION NOTE

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PLANTING NOTES

AutoCAD SHX Text SEE C100 FOR TREE REMOVAL INFORMATION. PLANT NEW TREE PER DETAIL 1/L100. SEE LEGEND FOR PROPOSED TREE SIZES AND SPECIES. DESIGN-BUILD "L3 BUFFER" ALONG EXISTING FENCE LINE. PLANTINGS SHALL INCLUDE GROUNDCOVER AND LINEAL SCREENING SHRUBS (APPROX. AREA = 660 S.F.). PREPARE PLANTING AREA PER DETAIL 2/L100. SEE LEGEND FOR SHRUB AND GROUNDCOVER SPECIES. DESIGN-BUILD "P1 - INTERIOR LANDSCAPING" IN PARKING LOT AS SHOWN. PLANTINGS SHALL INCLUDE GROUNDCOVER AND AND SHRUBS (APPROX AREA = 1,200 S.F.) PREPARE PLANTING AREA PER DETAIL 2/L100. SET MULCH FINISH GRADE 2" BELOW TOP OF CURB IN LANDSCAPE ISLANDS. SEE LEGEND FOR SHRUB AND GROUND COVER SPECIES. STORMWATER BASIN LANDSCAPING. SEE PLAN FOR APPROXIMATE ZONE AREAS AND LEGEND FOR PLANTING SPECIES.

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LANDSCAPE LEGEND

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TREE SIZE

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LARGE

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MEDIUM

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PARKING LOT TREE REQUIREMENTS (P1)

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TOTAL PROVIDED

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SMALL

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NO. OF STALLS ALLOWED

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PERIMETERS TREE REQUIREMENTS (L STANDARDS)

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1 PER 4 PARKING STALLS

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1 PER 3 PARKING STALLS

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1 PER 2 PARKING STALLS

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NO. OF TREES PROPOSED

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TREE SIZE

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LARGE

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MEDIUM

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TOTAL PROVIDED

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SMALL

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NO. OF TREES REQUIRED

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1 PER 30 LINEAR FEET

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1 PER 22 LINEAR FEET

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1 PER 15 LINEAR FEET

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PERIMETER (L.F.)

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STANDARD OPTIONS

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STANDARD OPTIONS

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TREE PLANTING

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ROOT BALL

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TREE TIES

AutoCAD SHX Text 2" 8' WOOD STAKE; PLACEOUTSIDE OF ROOTBALL AND PERPENDICULAR TO PREVAILING WINDS.

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3" BARK MULCH, KEEP AWAY FROM CROWN

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4' MIN

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HOLE DEPTH 8" MAX DEEPER THAN ROOTBALL

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SCARIFY SIDES AND BOTTOM OF PIT

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9" MIN.

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PLANTING AREA SECTION

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3" MULCH DEPTH

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12" IMPORTED TOPSOIL DEPTH

AutoCAD SHX Text SCARIFY EXISTING SUBSOIL TO A DEPTH OF 6" AND AMEND WITH 2" DEPTH OF APPROVED COMPOST

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NO TREES LARGER THAN 12" EXIST WITHIN THE PROJECT AREA.

TREE NOTE

	2026-03-19T15:55:49-0700
Jeffrey R Torgerson

File details come from the government source that posted it. Updated Mar 26, 2026.