Drawings North CTE Woodworking Shop.pdf

CONCEPTUAL RENDERING

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NMHS - CTE Outdoor Awning

1900 N. Keene Way Dr, Medford, OR

100% CD

MEDFORD SCHOOL DISTRICT

3/10/2023

VICINITY MAP

PROJECT TEAM

OWNER

MEDFORD SCHOOL DISTRICT

www.medford.k12.or.us 815 s. oakdale ave.

medford, OR 97501

(541) 261-4513 Andy Chasteen, Facilities Manager

ARCHITECT

ARKITEK: DESIGN & ARCHITECTURE

www.arkitek.us 426 a street, suite 101 ashland, OR 97520

(541) 591-9988 Christopher Brown, AIA, Principal

STRUCTURAL ENGINEER

CIOTA ENGINEERING, INC.

www.ciotaengineering.com 156 clear creek drive ashland, OR 97520-1954

(541) 552-0290 Cameron Harris, PE, Principal

CIVIL ENGINEER

POWELL ENGINEERING + CONSULTING

www.powellengineeringconsulting.com 100 e. main st., suite o, Medford, OR 97501

(541) 613-0723 Todd Powell, PE, Principal

ELECTRICAL ENGINEER

DOUGLAS ENGINEERING PACIFIC, INC

www.douglasengineering.com 290 n. main street #6 ashland, OR 97520

(541) 482-3938 Myron Hudson, Electrical Engineer, Vice President

PROJECT NOTES

DEFERRED SUBMITTALS

REFER TO SPECIFICATION SECTION 01 1150 FOR BIDDER DESIGN REQUIREMENTS FOR BOTH AHJ REVIEW ITEMS AND NON-AHJ DEFERRED ITEMS. SUBMITTAL DOCUMENTS FOR AHJ DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD BY THE GENERAL CONTRACTOR. ARCHITECT AND APPROPRIATE ENGINEER OF RECORD SHALL REVIEW AND RETURN. THE GENERAL CONTRACTOR SHALL THEN FORWARD AHJ SUBMITTAL ITEMS TO THE BUILDING OFFICIAL FOR AHJ APPROVAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE AHJ DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE

BEEN APPROVED BY THE BUILDING OFFICIAL.

AUTHORITY HAVING JURISDICTION (AHJ) DEFERRED SUBMITTAL ITEMS INCLUDE ALL OF THE FOLLOWING

DESIGN/ BUILD PORTIONS OF THE PROJECT:

A. FIRE SPRINKLERS

SHEET INDEX

PROJECT ADDRESS:

PROJECT SUMMARY:

1900 N. Keene Way Dr, Medford, OR

NEW STEEL STRUCTURE TO PROVIDE COVERED OUTDOOR SPACE

1. THE CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTION OF A COMPLETE AND FULLY FUNCTIONING INSTALLATION.

THESE DOCUMENTS DESCRIBE THE DESIGN INTENT AND SPECIFIC REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK. ITEMS SUCH AS FASTENERS, CONNECTORS, FILLERS, MISCELLANEOUS CLOSURE ELEMENTS, ANCILLARY CONTROL WIRING AND POWER WHERE REQUIRED FOR THE CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN BUT ARE CONSIDERED INCLUDED IN THE SCOPE OF THE WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FULLY FUNCTIONING INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING THE

SPECIFIC REQUIREMENTS INCLUDED IN THESE DOCUMENTS.

2. ALL ITEMS IN THESE DOCUMENTS ARE NEW UNLESS OTHERWISE NOTED.

3. THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION CONTRACT. THE USE OF SUBCONTRACTORS IS THE

ELECTION OF THE CONTRACTOR. THESE DOCUMENTS DO NOT INTEND TO DIVIDE THE WORK AMONG THE CONTRACTOR'S SUBCONTRACTORS. WHERE THE DOCUMENTS IDENTIFY WORK WHICH IS "NOT IN MECHANICAL WORK" OR "NOT IN ELECTRICAL WORK" IT MEANS THAT WORK IS NOT FURTHER DESCRIBED OR SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR SPECIFICATIONS. IT DOES NOT PRECLUDE THE CONTRACTOR FROM DELEGATING THE WORK TO THE ENTITIES OF HIS ELECTION. IN ADDITION THE DIVISION OF THE CONTRACT DOCUMENTS INTO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER DESIGN DISCIPLINES NEITHER DIVIDES THE

WORK FOR THOSE DISCIPLINES AS SHOWN ONLY IN THOSE DRAWINGS OR SPECIFICATIONS.

4. ITEMS INDICATED IN THIS SET NOTED "BY OWNER" ARE NOT IN THE CONTRACT (N.I.C.)

5. UNLESS OTHERWISE NOTED, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS

TO REVIEW ALL DRAWINGS, ADDENDA, ETC. IN ORDER TO ASSURE THE COORDINATION OF ALL WORK AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE ALL CONTRACT DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR APPLICABLE ITEMS OF THE WORK SHALL NOT RELIVE THE RESPONSIBLE PARTY FROM

PERFORMING ALL WORK SO REQUIRED AS PART OF THE CONTRACT.

6. UNLESS OTHERWISE NOTED, THE SPECIFICATIONS, WHICH INCLUDES THE GENERAL CONDITIONS, SUPPLEMENTAL CONDITIONS, AND TECHNICAL SPECIFICATIONS, AND THE DRAWINGS ARE COMPLEMENTARY AND TOGETHER DESCRIBE THE PROJECT REQUIREMENTS. WHERE THERE ARE DISCREPANCIES BETWEEN THE SPECIFICATIONS AND THE

DRAWINGS, THE CONTRACTOR SHALL ADVISE THE ARCHITECT AND REQUEST A CLARIFICATION.

7. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL LAYOUT AND SEQUENCE THE INSTALLATION OF THE WORK SO THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT THE INSTALLATION OF SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED FIRST SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS POSSIBLE TO LEAVE SPACE AVAILABLE FOR

SYSTEMS WHICH FOLLOW.

8. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WILL VISIT THE SITE PRIOR TO BIDDING IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXISTING SITE CONDITIONS AND THE IMPACT OF THE PROPOSED NEW WORK, INDICATED ON THE DRAWINGS AND SPECIFICATIONS, ON THESE CONDITIONS. ANY QUESTIONS REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS MUST BE SUBMITTED TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO BID SUBMISSION AND WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE OWNER'S REPRESENTATIVE WILL RESPOND TO QUESTIONS, SUBMITTED IN A TIMELY MANNER, WITH WRITTEN CLARIFICATIONS

FORWARDED TO ALL BIDDERS.

9. THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE ASSUMED TO BE ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR SHALL, PRIOR TO THE START OF CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB SITE, AND NOTIFY THE

OWNER'S REPRESENTATIVE OF ANY DEVIATIONS OR CONFLICTS WITH THESE DRAWINGS.

10. THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER TO THE DIMENSIONS INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY CORRECT DIMENSIONS OR LOCATION WITH THE OWNER'S REPRESENTATIVE PRIOR TO

INSTALLATION.

11. THE DRAWINGS AND REFERENCED DETAILS HAVE BEEN DIMENSIONED IN ORDER TO ESTABLISH THE CONTROL AND GUIDELINES FOR FIELD LAYOUT. WHERE A DISCREPANCY EXISTS BETWEEN THE DRAWING AND THE DETAIL THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION PRIOR TO INSTALLATION.

12. DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED.

13. WHERE DIMENSIONS ARE NOTED TO BE VERIFIED IN THE FIELD (VIF) THE DIMENSION SHOWN IS THE DESIGN BASIS, BUT MAY DIFFER FROM ACTUAL CONDITIONS. CONTRACTOR SHALL VERIFY THESE DIMENSIONS WHILE LAYING OUT THE WORK AND REPORT ANY DISCREPANCIES BETWEEN THE DESIGN BASIS AND ACTUAL DIMENSIONS TO THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. WHERE DIMENSIONS ARE NOTED "+/-" FIELD DIMENSIONS MAY VARY FROM THE NOTED DIMENSIONS BY MINOR AMOUNTS. IF THE CONTRACTOR IDENTIFIES DIMENSIONS IN THE FIELD THAT DIFFER BY MORE THAN 1" FROM THE +/- DIMENSIONS INDICTED IN THE DRAWINGS, THE CONTRACTOR

SHOULD CONFIRM DIFFERENTIAL WITH ARCHITECTS.

14. DETAILS ARE KEYED TO THE PLANS AT TYPICAL LOCATIONS. TYPICAL DETAILS APPLY TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. THE CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO COORDINATE THE LOCATION OF TYPICAL DETAILS AND INSTALL THE WORK INDICATED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION

PRIOR TO PROCEEDING.

15. FINISHES ARE KEYED TO THE DRAWINGS AT TYPICAL LOCATIONS. THE FINISHES APPLY TO ALL LOCATIONS WHICH ARE SIMILAR BUT ARE NOT OTHERWISE DETAILED. CONTRACTOR AND SUBCONTRACTORS ARE RESPONSIBLE TO COORDINATE THE LOCATION ALL TYPICAL DETAILS AND INSTALL THE WORK INDICATED. IF DISCREPANCIES EXIST OR QUALIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION

PRIOR TO PROCEEDING.

16. ELEVATIONS ARE TO TOP OF CONCRETE OR OTHER HARD SURFACE MATERIAL. DO NOT SCALE DRAWINGS. USE

DIMENSIONS INDICATED.

17. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING THE WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK.

18. PROVIDE PEDESTRIAN PROTECTION AS NECESSARY AND AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

19. ALL CONSTRUCTION RELATING TO BUILDING, PARKING OR SITE DEVELOPMENT SHALL CONFORM TO STATE OF

OREGON AND JURISDICTIONAL ACCESSIBILITY REQUIREMENTS.

20. THE CONTRACTOR SHALL COORDINATE ANY AND ALL REQUIREMENTS FOR OFF-SITE IMPROVEMENTS, INCLUDING BUT

NOT LIMITED TO SIDEWALKS, DRIVEWAYS, CURBS, GUTTERS, UTILITIES, ETC. OFF SITE IMPROVEMENTS SHALL MEET

THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ).

21. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

SPECIFIC NOTES ON DETAILS APPLY TO SIMILAR CONDITIONS UNLESS NOTED OTHERWISE (UNO / UON).

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

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Drawing Title

Sheet No

Date

Project Number

Date

Job No.

Drawn By

Checked By

Stamp

Consultant

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PROJECT INFO

G1.01

3/10/2023

22-22

Author

Checker

22-22

3/10/2023

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100% CD

01 - GENERAL

G0.01 COVER SHEET

G1.01 PROJECT INFO

02 - CIVIL

C1.00 CIVIL GENERAL NOTES

C1.1 EXISTING CONDITIONS

C1.01 SPECIFICATIONS

C1.2 SITE DEMO PLAN

C1.02 SPECIFICATIONS

C1.03 SPECIFICATIONS

C3.0 CIVIL SITE PLAN

C4.0 GRADING AND DRAINAGE PLAN

C5.0 SITE UTILITY PLAN

03 - ARCHITECTURAL

A0.01 SPECIFICATIONS

A1.01 PROJECT INFO, ARCH SITE PLAN & DEMO PLAN

A2.01 FLOOR PLAN, ROOF PLAN & RCP

A3.01 EXTERIOR ELEVATIONS & BUILDING SECTION

A4.01 DOOR SCHEDULE, DETAILS

04 - STRUCTURAL

S1 STRUCTURAL GENERAL NOTES

S2 FOUNDATION PLAN

S3 ROOF FRAMING PLAN

S4 STRUCTURAL DETAILS

S5 STRUCTURAL DETAILS

05 - ELECTRICAL

E0.01 ELECTRICAL LEGENDS AND NOTES

E2.01 FLOOR PLAN - LIGHTING

E3.01 FLOOR PLAN - POWER

E4.01 FLOOR PLAN - LOW VOLTAGE SYSTEMS

Revisions

No. Description Date

1. DEQ 1200-C PERMIT IS NOT REQUIRED.

2. UNLESS DIRECTED OTHERWISE, REMOVE CLEARED AND GRUBBED MATERIAL FROM

THE SITE AND DISPOSE AT AN APPROVED LOCATION.

3. PRIOR TO THE START OF CONSTRUCTION, VERIFY GRADES AT SAWCUT LOCATIONS

AND MATCHING OF EXISTING GRADE LOCATIONS.

4. MINIMIZE TRAFFIC ON SOIL AREAS DURING WET WEATHER. IF THE SITE SOILS ARE

EXPOSED DURING WET WEATHER, THE USE OF CRUSHED ROCK PLACED AS

ENGINEERED FILL IN THE BOTTOM OF THE EXCAVATIONS MAY BE NECESSARY TO

PROTECT THE SUBGRADE. TAKE ALL PRECAUTIONS TO LIMIT SURFACE DISTURBANCE

AND PROTECT THE SITE GRADING AREA FROM EROSION AND RUNOFF.

5. UNLESS OTHERWISE NOTED, THE SAMPLING AND TESTING OF MATERIALS FOR USE ON

THE JOBSITE SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ALL TESTING OF

MATERIALS AND WORKMANSHIP SHALL BE PERFORMED BY A CERTIFIED TESTER.

RESULTS OF THE TESTS SHALL BE SENT DIRECTLY TO THE PROJECT ENGINEER AS

WELL AS THE CONTRACTOR, BY THE LABORATORY. LOCATION AND FREQUENCY OF

TESTS SHALL BE DESIGNATED BY THE GENERAL CONTRACTOR.

6. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM OF 2:1.

1. ALL STRIPING AND SIGNAGE SHALL BE PER MUTCD

STANDARDS OR AS DIRECTED BY THE LOCAL AUTHORITY.

2. ALL STRIPING AND MARKINS INSIDE PUBLIC RIGHT OF

WAY SHALL BE PER LOCAL AUTHORITY STANDARDS.

3. ALL STRIPING SHALL MEET ADA REQUIREMENTS.

STRIPING NOTES

GRADING NOTES

ALL WORK SHALL BE IN CONFORMANCE WITH ALL FEDERAL, STATE, AND SOCIAL CODES.

SPECIFICATIONS AND STANDARDS SHALL MEAN, AND ARE INTENDED TO BE, THE LATEST

EDITION, AMENDMENT OR REVISION OF SUCH REFERENCE STANDARD IN EFFECT AS OF THE

DATE OF THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO TO FOLLOWING:

OREGON STANDARD DRAWINGS (ODOT)

CITY OF MEDFORD (COM) ADOPTED STANDARD DETAILS AND SPECIFICATIONS

ROGUE VALLEY SEWER SERVICES (RVSS) STORMWATER MANAGEMENT MANUAL, LATEST

EDITION.

MEDFORD WATER COMMISSION (MWC): ALL WATER WORKS SHALL BE DONE IN

ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE MWC'S STANDARD

SPECIFICATIONS.

OPSC: OREGON PLUMBING SPECIALTY CODE, LATEST EDITION

OFC: OREGON FIRE CODE, LATEST EDITION

NFPA: NATIONAL FIRE PROTECTION ASSOCIATION 101 LIFE SAFETY CODE, LATEST EDITION

APPLICABLE CODES

below.

R

Know what's Call before you dig.

OREGON LAW REQUIRES

YOU TO FOLLOW RULES

ADOPTED BY THE OREGON

UTILITY NOTIFICATION

CENTER. THOSE RULES

ARE SET FORTH IN OAR

952-001-0010 THROUGH

OAR 952-001-0090. YOU MAY

OBTAIN COPIES OF THESE

RULES FROM THE CENTER

BY CALLING 1-800-522-2404.

IF YOU HAVE ANY

QUESTIONS ABOUT THE

RULES, YOU MAY CONTACT

THE CENTER. YOU MUST

NOTIFY THE CENTER AT

LEAST TWO BUSINESS

DAYS, BEFORE

COMMENCING AN

EXCAVATION.

GENERAL NOTES

CONCRETE

HMAC PAVING

NEW RIP RAP

FIRE DEPARTMENT CONNECTION

ABBREVIATIONS:LEGEND:

EXIST. FIRE HYDRANT

EXIST. WATER VALVE

EXIST. BLOW OFF

EXIST. WATER METER

EXIST. HOSE BIB

EXIST. IRRIGATION VALVE

EXIST. AIR RELEASE VALVE

LIGHTS

EXIST. STORM DRAIN MANHOLE

EXIST. CLEANOUT

EXIST. SANITARY SEWER MANHOLE

SIGN (TRAFFIC, INFORMATION)

EXIST. MAILBOX

EXIST. SANITARY SEWER

EXIST. STORM DRAIN

EXIST. WATER

EXIST. GAS

EXIST. ELECTRIC

EXIST. OVERHEAD POWER

PROPOSED CONTOUR

EXIST. TELEPHONE

EXIST. CURB AND GUTTER

GAS

EXIST. FIBER OPTIC

EXIST. CENTERLINE

EXIST. RIGHT OF WAY

EXIST. CONTOUR

FLOW LINE

ELECTRIC

WATER

STORM DRAIN

SANITARY SEWER

BOLLARD

CONCENTRIC MANHOLE

IRRIGATION WATER METER

SANITARY SEWER CLEANOUT

CURB INLET

CATCH BASIN INLET

CONTROL STRUCTURE MANHOLE

STORM DRAIN CLEANOUT

FIRE HYDRANT

WATER VALVE

WATER METER

END PLUG

TEE

AIR RELEASE VALVE

BLOWOFF DEVICE ASSEMBLY

PROPOSED RIGHT OF WAY

CURB AND GUTTER

BACKFLOW DEVICE

PROPERTY LINE

ATRIUM DRAIN / BUBBLER

HANDICAP PARKING SYMBOL

PARALLEL PARKING STRIPING

BICYCLE LANE SYMBOL

AREA DRAIN

DYH

AC ASPHALT

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ASTM AMERICAN STANDARD TEST METHOD

AWWA AMERICAN WATER WORKS ASSOCIATION

BC BACK OF CURB

BR BOTTOM OF RAMP

BS BOTTOM OF STAIRS

BW BOTTOM OF WALL

CMP CORRUGATED METAL PIPE

CO CLEANOUT RISER

C CONCRETE

DEQ DEPARTMENT OF ENVIRONMENTAL QUALITY

DIP DUCTILE IRON PIPE

DWG DRAWING

(E) EXISTING

EG EXISTING GRADE

EOC EDGE OF CONCRETE

EOP EDGE OF PAVEMENT

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOW LINE

G GAS

GB GRADE BREAK

GC GENERAL CONTRACTOR

GRD GROUND

GRVL GRAVEL

HDPE HIGH-DENSITY POLYETHYLENE

HP HIGH POINT

IE INVERT ELEVATION

LP LOW POINT

MAX MAXIMUM

ME MATCH EXISTING

MIN MINIMUM

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES

(N) NEW

NAVD NORTH AMERICAN VERTICAL DATUM

ODOT OREGON DEPARTMENT OF TRANSPORTATION

P PROPOSED

PERF PERFORATED PIPE

PLY PLAYGROUND SURFACE

PVC POLYVINYL CHLORIDE

PVR PAVER

RCP REINFORCED CONCRETE PIPE

RE RIM ELEVATION

REQ'D REQUIRED

ROW RIGHT-OF-WAY

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STD STANDARD

SW SIDEWALK

TBR TO BE REMOVED

TC TOP OF CURB

TR TOP OF RAMP

TOW TOP OF WALL

TYP TYPICAL

UPC UNIFORM PLUMBING CODE

W WATER

1. WORK AND MATERIALS SHALL CONFORM TO THE PROVISIONS OF THE CURRENT "STANDARD SPECIFICATIONS FOR CONSTRUCTION", ODOT/AMERICAN PUBLIC WORKS ASSOCIATION (APWA), UNLESS OTHERWISE COVERED BY THE SPECIFICATIONS WRITTEN FOR THIS PROJECT OR THE

CITY SPECIFICATIONS.

2. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE PROJECT ENGINEER AND/OR CITY ENGINEER. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT THE CITY AND PROJECT ENGINEER TO SCHEDULE A PRE-CONSTRUCTION

CONFERENCE.

3. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, LOGGING OR GRADING, THE SITE BOUNDARIES & CLEARING LIMITS AS SHOWN ON THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT SURVEYOR AND ALL ESC MEASURES SHALL BE

INSTALLED AS IDENTIFIED ON THE EROSION & SEDIMENT CONTROL PLAN.

4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.

5. ALL SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVIATION FROM THESE PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, ENGINEER AND APPROPRIATE PUBLIC AGENCIES PRIOR TO PERFORMING THE

CHANGES IN THE FIELD.

6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.

THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (DIAL 811) AT LEAST TWO BUSINESS DAYS PRIOR TO CONSTRUCTION. THE APPLICANT OR HIS REPRESENTATIVE AND THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF CONFLICTS

EXIST.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY

IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT.

8. THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. STREET WASHING WILL NOT BE ALLOWED

WITHOUT PRIOR CITY APPROVAL.

9. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS PRIOR TO INITIATING WORK. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER WHEN CONFLICTS OCCUR BETWEEN THE PLANS AND FIELD CONDITIONS. CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. REVISIONS SHALL BE FORMALLY APPROVED BY THE APPLICANT AND PROJECT ENGINEER PRIOR TO

MAKING CHANGES IN THE FIELD.

10. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY UTILITY RELOCATIONS WITH UTILITY

COMPANIES.

11. ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND.

12. CONTRACTOR SHALL DOCUMENT AND RECORD FIELD CHANGES, PIPE INVERT, PIPE SLOPE, AND ANY OTHER CRITICAL AS-CONSTRUCT DATA. AS-BUILT DRAWINGS AND FINAL REPORTS WILL BE REQUIRED BEFORE FINAL APPROVAL.

13. WORK IN CITY RIGHT-OF-WAY REQUIRES AN ENCROACHMENT PERMIT FROM THE LOCAL AUTHORITY.

14. WORK IN ANY STATE RIGHT-OF-WAY REQUIRES A MISCELLANEOUS PERMIT FROM OREGON DEPARTMENT OF TRANSPORTATION.

15. APPROVED PERMANENT TRAFFIC CONTROL SIGNS AND MARKINGS WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE INSTALLED PRIOR TO

FINAL APPROVAL.

16. DURING PROJECT CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY CONSTRUCTION SIGNS, TRAFFIC

CONTROL SIGNS, DELINEATORS AND TEMPORARY MARKINGS AS REQUIRED.

17. ACCESS BY EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

18. ALL CLEARED AND GRUBBED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED AT AN APPROVED LOCATION.

19. ALL AREAS WITH ABANDONED UTILITY LINES, STORM DRAINS, UNDERGROUND TANKS, ETC. WHICH MAY PROVIDE VOID SPACE BENEATH THE SURFACE SHALL BE REMOVED. WHEN APPROVED BY THE ENGINEER THE VOID SPACE MAY BE FILED WITH APPROVED MATERIAL. ALL TANKS OR HAZARDOUS MATERIALS SHALL BE DEALT WITH IN ACCORDANCE TO ALL LOCAL, STATE AND FEDERAL LAWS.

20. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY GRADES AT SAWCUT LOCATIONS AND MATCHING OF EXISTING

GRADE LOCATIONS.

21. CONTRACTOR IS RESPONSIBLE FOR ANY ASPHALT GRINDING, OVERLAY AND SLURRY SEAL. ALL SPECIFICATIONS SHALL COMPLY WITH ALL

LOCAL AUTHORITY REQUIREMENTS.

22. CONSTRUCTION SHALL CONFORM TO THE 2018 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PUBLISHED BY THE

OREGON CHAPTER OF APWA, AND THE CURRENT AMENDMENTS OF THE APPROVING AGENCY.

23. ALL CONCRETE SHALL BE 3300 PSI AT 28 DAYS UNLESS OTHERWISE SPECIFIED.

24. CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN AND/OR MAINTAIN EXISTING PUBLIC STREETS OF SOIL OR OTHER DEBRIS DEPOSITED BY CONSTRUCTION OPERATIONS AND REPAIR ALL STREETS DAMAGED BY CONSTRUCTION OPERATIONS IN A TIMELY MANNER TO AVOID

INCONVENIENCES OR HAZARDS TO THE PUBLIC.

25. CONTRACTOR SHALL NOTIFY OREGON UTILITY NOTIFICATION CENTER AT 1-800-332-2344, AND THE CITY OF MEDFORD ENGINEERING

DEPARTMENT 48 HOURS PRIOR TO BEGINNING WORK.

26. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE PRE-QUALIFIED WITH THE CITY OF MEDFORD PRIOR TO ANY CONSTRUCTION OF

THIS PROJECT.

27. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AND SECURE APPROVAL OF THE PLAN FROM THE AGENCY AT LEAST FIVE (5)

WORKING DAYS PRIOR TO STARTING WORK.

28. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT AGENCY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED BY THE

SPECIFICATIONS.

29. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION BEFORE LAYING ANY NEW PIPE ON THAT SYSTEM.

30. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE AGENCY'S

ENGINEER BEFORE CHANGES ARE IMPLEMENTED.

31. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF ORS 757.541 TO 757.571, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR HAND-EXPOSE (POTHOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID

DAMAGING THEM.

32. PLACEMENT OR STORAGE OF SPOILS FROM THE SEWER LINE TRENCHES IS NOT PERMITTED ON HARD SURFACE STREETS WITHIN PUBLIC RIGHT-OF-WAY. SPOILS STORED IN OTHER RIGHT-OF-WAY AREAS SHALL BE COVERED TO PREVENT EROSION.

33. FORMS OF ADEQUATE SIZE AND CONFIGURATION TO MEET CONCRETE THICKNESS REQUIREMENTS SHALL BE USED AROUND OUTSIDES

OF OUTSIDE-DROP MANHOLES.

34. GRANULAR MATERIALS SHALL BE OBTAINED FROM A SOURCE APPROVED BY THE CITY OF MEDFORD. THE CONTRACTOR SHALL NOTIFY

THE CITY ENGINEER OF THE MATERIAL

ADA NOTES

1. ALL ADA ACCESSIBLE FACILITIES SHALL BE INSTALLED PER THE CURRENT ADA REQUIREMENTS AND SHALL

COMPLY WITH 405 ANSI ICC A117.1.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE ACCESSIBLE PATH OF TRAVEL AND ACCESSIBLE PARKING STALLS AND ACCESS AISLES COMPLIES WITH AMERICAN DISABILITIES ACT AND ALL

LOCAL CODES.

3. THE ACCESSIBLE PATH OF TRAVEL AS INDICATED ON PLANS IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING ½” BEVELED AT 1:2 MAX SLOPE, OR VERTICAL CHANGES NOT EXCEEDING ¼” MAX AND AT LEAST 48” WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH.

CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS

OTHERWISE NOTED.

4. ALL ADA PARKING STALLS AND ACCESS AISLES SHALL BE CONSTRUCTED WITH A SLOPE NOT TO EXCEED 1.5% IN ANY DIRECTION. PARKING STALLS AND ACCESS AISLES WITH AS-BUILT SLOPES EXCEEDING 2.0% IN ANY

DIRECTION WILL NOT PASS FINAL INSPECTION.

5. IF SPOT ELEVATIONS ON PLANS ARE NOT CONSISTENT WITH THESE ADA REQUIREMENTS, NOTIFY ENGINEER

OF RECORD PRIOR TO PLACEMENT OF ACCESSIBLE ROUTE.

SEC.32, T.38S., R1E., W.M. JACKSON COUNTY, OREGON

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

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TDP

TDP

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100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

C1.00

CIVIL GENERAL

NOTES

1. PROVIDE A MINIMUM 8' TRANSITION SECTION WHEN JOINING CURBS OF DIFFERENT CROSS

SECTIONS.

2. CONCRETE SHALL NOT BE PLACED UNTIL FORMS HAVE BEEN INSPECTED AND APPROVED.

3. CONCRETE SHALL BE COMMERCIAL GRADE RETAINING THE FOLLOWING

CHARACTERISTICS: ENTRAINED AIR – 4.0% TO 7.0%; SLUMP – 5 INCHES OR LESS;

COMPRESSIVE STRENGTH – MINIMUM 3,300 PSI AT 28 DAYS; TEMPERATURE – MINIMUM 50°F

TO MAXIMUM 90°F.

4. ALL CONCRETE STRUCTURES REINFORCED WITH REBAR SHALL BE VIBRATED TO REMOVE

VOIDS.

5. SURFACE SHALL HAVE A FINISHED TEXTURE THAT WILL NOT BE SLICK WHEN WET (MEDIUM

BROOM FINISH). CURING COMPOUND MAY BE APPLIED IMMEDIATELY AFTER CONCRETE IS

FINISHED. WHITE PIGMENT RECOMMENDED, CLEAR ACCEPTABLE.

6. AN EDGING TOOL SHALL BE USED ON ALL EDGES AND JOINTS.

7. PROVIDE CONTRACTION JOINTS AT 15’ INTERVALS AND “DUMMY” TOOLED JOINTS AT 5’

INTERVALS ON CURBS, SIDEWALKS AND APPROACHES. CONTRACTION JOINT GROOVES

SHALL BE AT MINIMUM, 1 ½” DEEP OR ONE-THIRD THE THICKNESS OF THE CONCRETE.

8. PROVIDE EXPANSION JOINTS OPPOSITE ABUTTING EXPANSION JOINTS IN ABUTTING

CONCRETE, AT EACH POINT OF TANGENCY IN THE STRUCTURE ALIGNMENT, BETWEEN

DRIVEWAYS AND CONCRETE PAVEMENT, AROUND POLES, POSTS, BOXES AND OTHER

FIXTURES WHICH PROTRUDE THROUGH OR AGAINST THE STRUCTURES, AT ALL BCR’S AND

ECR’S, AT MAXIMUM OF 100’ INTERVALS. EXPANSION JOINT MATERIAL SHALL BE OF THE

BITUMINOUS, PREFORMED FILLER TYPE NOT LESS THAN ½” WIDE, PLACED FLUSH OR NO

MORE THAN 1/8” BELOW THE CONCRETE SURFACE.

9. STRAIGHT LINE EDGES SHALL NOT VARY MORE THAN ¼” UNDER A TWELVE-FOOT STRAIGHT

EDGE.

10. CURE AND PROTECT CONCRETE AFTER PLACING AND FINISHING. KEEP STRUCTURES FREE

FROM CONTACT, STRAIN AND PUBLIC TRAFFIC FOR AT LEAST SEVEN DAYS OR LONGER AS

DIRECTED. MIXES TO EXPEDITE CURING MAY BE USED WITH APPROVAL OF CITY ENGINEER.

11. CONCRETE SHALL BE REMOVED TO THE NEAREST CONTRACTION JOINT, COLD JOINT OR

CRACK WITHIN 4’ OF THE REPLACEMENT AREA. CONCRETE SHALL BE SAW CUT WITH A

SMOOTH, UNIFORM JOINT PROVIDED.

12. EXISTING A/C SHALL BE REMOVED/REPLACED ALONG ENTIRE CURB SECTION TO A MINIMUM

18” WIDTH UNLESS APPROVED BY ENGINEER OF RECORD.

CONCRETE NOTES

VERSION DATE: 04/25/22

1. THE WATER FACILITY PLANNING/DESIGN/CONSTRUCTION PROCESS WILL BE DONE IN

ACCORDANCE WITH THE CURRENT MEDFORD WATER COMMISSION (MWC)

“REGULATIONS GOVERNING WATER SERVICE” AND “STANDARDS FOR WATER

FACILITIES/FIRE PROTECTION SYSTEMS/BACKFLOW PREVENTION DEVICES.”

2. SEQUENCE OF WATER FACILITY CONSTRUCTION SHALL BE COORDINATED WITH THE

MWC INSPECTOR AT THE REQUIRED PRE-CONSTRUCTION MEETING PRIOR TO

BEGINNING WORK.

3. FLUSH POINTS AND SAMPLE AND DISINFECTION TREES SHALL BE LOCATED AS

REQUIRED BY MWC STANDARDS.

4. DEAD END MAINS SHALL BE RESTRAINED AS REQUIRED BY MWC STANDARDS.

5. SERVICE CONNECTIONS ARE TO BE INSTALLED FOR EACH PARCEL PER MWC

STANDARDS (STANDARD DETAILS NOS. 100A, 100B, 100C AND 100D).

6. COVER OVER EXISTING MAINS SHALL NOT BE CHANGED WITHOUT WRITTEN

AUTHORIZATION OF MWC.

7. NEW MAINS ARE TO BE PRESSURE TESTED, DISINFECTED AND PROVEN TO BE

BACTERIOLOGICALLY SAFE PRIOR TO PLACING NEW MAINS IN SERVICE BY THE MWC.

ONLY ONE TIE-IN LOCATION WILL BE CONNECTED UNTIL WATER SAMPLES ARE

COLLECTED, TESTED AND PASS SUCCESSFULLY. PRESSURE TESTING SHALL NOT BE

DONE UNTIL ALL EXCAVATION AND BACKFILL UP TO SUBGRADE HAS BEEN

ESTABLISHED.

8. INITIAL BACKFILL TO TOP OF WATER MAINS AND FIRE HYDRANTS RUNS SHALL BE

COMPACTED IN ACCORDANCE WITH MWC STANDARD SPECIFICATION FOR TRENCH

EXCAVATION AND BACKFILL OR BACKFILL MATERIAL AND COMPACTION SHALL MEET

THE REQUIREMENTS OF THE CONTROLLING AGENCY.

9. WATER MAINS AND FIRE HYDRANTS ARE TO BE INSTALLED WITH REFERENCE

ALIGNMENT AND GRADE STATUS AND ONLY UPON NOTIFICATION OF THE MWC

INSPECTOR.

10. FIRE HYDRANT RUNS ARE TO BE INSTALLED BEFORE CURBS AND GUTTERS. IN THE

EVENT A WATER MAIN IS INSTALLED LARGER THAN EIGHT INCHES (8"), OR IF THE

MAIN HAS MORE THAN THREE FEET (3') OF COVER, THE CONTRACTOR WILL BE

REQUIRED TO INSTALL AN OFFSET SIMILAR TO STANDARD DETAIL 105 TO PERMIT

USE OF A STANDARD THREE-FOOT TO SIX-FOOT (3’-6') BURY FIRE HYDRANT, WHEN

POSSIBLE.

11. STUBS SERVICE RUNS SHALL BE INSTALLED PRIOR TO CURB AND GUTTER AND

AFTER PUE'S ARE GRADED TO CURB LEVELS.

12. PLANS AND SPECIFICATIONS APPROVED BY MWC SHALL BE AVAILABLE AT SITE OF

CONSTRUCTION AT ALL TIMES DURING CONSTRUCTION OF WATER FACILITIES.

13. SEPARATION OF WATER MAINS, INCLUDING WATER SERVICE LINES AND SANITARY

SEWER, SHALL BE IN ACCORDANCE WITH CURRENT OREGON STATE HEALTH

DIVISION RULES (OAR SECTION 333-061-0050(9)) AND/OR AS MODIFIED IN SECTION IV,

ITEMS IIA AND IIB, C-8 OF THESE STANDARDS EXCEPT IN ALL CASES RUNNING

PARALLEL WITH EACH OTHER, THERE SHALL BE A 10-FOOT (10') SEPARATION CENTER

LINE TO CENTER LINE.

14. NO ABOVE-GROUND APPURTENANCES OR PHYSICAL STRUCTURES OF ANY KIND

SHALL BE WITHIN FIVE FEET (5') HORIZONTALLY OF ANY WATER FACILITY WHETHER

THAT WATER FACILITY IS ABOVE OR BELOW GROUND. THIS DISTANCE SHALL BE TEN

FEET (10') HORIZONTALLY WHERE WATER AND SANITARY SEWER FACILITIES ARE

CONCERNED.

15. NO BELOW-GROUND UTILITY LINES OR OTHER SERVICE OF ANY KIND SHALL BE

WITHIN FIVE FEET (5') HORIZONTALLY OF ANY WATER FACILITY WHEN RUNNING

PARALLEL TO THE WATER FACILITY.

16. NO BELOW-GROUND UTILITY LINES OR OTHER SERVICE OF ANY KIND SHALL BE

WITHIN SIX INCHES (6") VERTICALLY OF ANY WATER FACILITY WHEN RUNNING

APPROXIMATELY PERPENDICULAR TO THE WATER FACILITY. THIS DISTANCE SHALL

BE EIGHTEEN INCHES (18") VERTICALLY WHEN WATER AND SANITARY SEWER

FACILITIES ARE CONCERNED.

17. BLASTING OR EXPLOSIVE WORK WILL NOT BE ALLOWED WITHIN FIFTY FEET (50’) OF

EXISTING WATER FACILITIES AND ONLY THEN USING PROPER INDUSTRY STANDARDS

AND THROUGH A PERMIT PROCESS WITH THE FIRE DEPARTMENT OR OTHER

AGENCY JURISDICTION.

18. MWC REQUIRES “POLY PIGS” TO BE USED ON ALL NEWLY LAID WATER LINES.

19. ONLY STATE OF OREGON-APPROVED BACKFLOW PREVENTION ASSEMBLIES SHALL

BE INSTALLED.

20. ALL DRY TAP WATER SERVICES, AIR RELEASE VALVES AND BACKFLOW PREVENTION

ASSEMBLIES SHALL BE INSTALLED BY A MWC PRE-QUALIFIED INSTALLER.

21. COPIES OF THE MWC’S STANDARD SPECIFICATIONS CAN BE OBTAINED FROM THE

MEDFORD WATER COMMISSION’S WEBSITE WWW.MEDFORDWATER.ORG.

MWC GENERAL NOTES

SEC.32, T.38S., R1E., W.M. JACKSON COUNTY, OREGON

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

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TDP

TDP

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O ut do or

A w ni ng

N . K ee ne

W ay

D r, M ed fo rd

, O R

100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

C1.01

SPECIFICATIONS

31 23 16 32 11 23 ra w in g N am e:

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

22-039

TDP

TDP

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W ay

D r, M ed fo rd

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100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

C1.02

SPECIFICATIONS

32 12 16 32 13 13 ra w in g N am e:

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

22-039

TDP

TDP

22-039 03/10/2023

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A w ni ng

N . K ee ne

W ay

D r, M ed fo rd

, O R

100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

C1.03

SPECIFICATIONS

32 17 23

SURVEY NOTES

1) TOPOGRAPHIC MAP SHOWN AS A

REFERENCE ONLY.

2) CONTACT PARIANI LAND SURVEYING

FOR ADDITIONAL INFORMATION. C1.1

EXISTING

CONDITIONS

PLAN VIEW - SITE DEMOLITION PLAN

SCALE: 1" = 10' - 0" (24x36)

0 10 20

1" = 10'

DEMO KEY

1) BOLD/ ELEMENTS TO BE DEMOLISHED AND HAULED

OFF TO AN APPROVED DISPOSAL GROUND.

2) TBR = "TO BE REMOVED"

SEC.32, T.38S., R1E., W.M. JACKSON COUNTY, OREGON

D ra w in g N am e:

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

22-039

TDP

TDP

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D r, M ed fo rd

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100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

C1.2

SITE DEMO PLAN

EX. ASPHALT (TBR)

RED

EX. CURB (TBR)

SAWCUT AND

TRENCH PATCH

ADJUST RIM TO

NEW GRADE

REMOVE EX. DRIVEWAY

APRON TO NEAREST JOINT

C6.0

0 10 20

1" = 10'

PLAN VIEW - CIVIL SITE PLAN

SCALE: 1" = 10' - 0" (24x36)

KEYNOTES

312 6" REINFORCED CONCRETE SECTION

383 4" WHITE STRIPING PER MUTCD

STANDARDS

SEC.32, T.38S., R1E., W.M. JACKSON COUNTY, OREGON

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

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Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

19.5'

PROPOSED OUTDOOR

COVERED AREA

(SEE ARCH)

ASPHALT FLUSH

TO NEW

CONCRETE

RISER

ROOM

EX. ASPHALT

REMAINS

C3.0

CIVIL SITE PLAN

NEW PARKING

STALL STRIPING

(3 STALLS)

EX. SIDEWALKS REMAIN

23.0'

13.0'

EX. SIDEWALKS REMAIN

EX. CONCRETE SIDEWALK

EDGE OF NEW

ASPHALT

EDGE OF

NEW ASPHALT

SAWCUT

& TRENCH PATCH

320 HEAVY ASPHALT PAVING SECTION.

9.00' 19.00'

NEW CROSS

HATCH

STRIPING

5.4'

ADJUST EX. MANHOLE

GRATE TO NEW GRADE

(SEE C4.0)

EX. ASPHALT

REMAINS

.320

REMOVE EXISTING CONCRETE

APRON TO NEAREST JOINT AND

REPLACE WITH NEW SIDEWALK.

C6.0

REPLACE EX. CURB WING

WITH NEW VERTICAL CURB.

1395.38

FG

1395.67

FG

1395.75

FG

1395.40

FG

1395.42

FG

1395.24

FG

1395.32

FG

1395.33

FG

1395.32

FG

1395.47

FG

1395.47

FG

1395.27

FG

1395.37

FG

1395.41

FG

1395.47

FG

1394.95

FL

1395.23

FL

1394.83

RE

1395.26

FG

1395.26

FG

1395.25

FG

1395.25

FG

1395.33

FG

2.1%

2.4%

7.

0%

5.

0%

2.4%

1395.00

1395.00

1395.25

1395.25

1395.50

1.0% 0.5%

1.

1%

1.

5%1.

3%

1.

4%

0.1%

1395.68

FG

1395.89

FG

1395.85

FG

1395.67

FG 1395.75

PLAN VIEW - GRADING AND DRAINAGE PLAN

SCALE: 1" = 10' - 0" (24x36)

KEYNOTES

430 6"x4" PVC TEE

4" PVC ROOF DRAIN LATERAL @ 0.50% MIN.

(SEE ARCH FOR DOWNSPOUT LOCATIONS)420

GENERAL NOTES

1. ALL PROPOSED STORM PIPES AND STRUCTURES

SHALL BE PRIVATE UNLESS OTHERWISE NOTED.

422 6" PVC STORM DRAIN PIPE @ 0.50% MIN.

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

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100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

0 10 20

1" = 10'

PROPOSED OUTDOOR

COVERED AREA

C4.0

GRADING AND

DRAINAGE PLAN

DS

DS

EX. SDMH-1

EX. RE = 1394.09

NEW RE = 1394.83

IE = 1392.07 ~ 12" CNC(S)

IE = 1391.99 ~ 12" CNC(N)

"DS" = DOWNSPOUT

(SEE ARCH FOR EXACT

LOCATION)

INSTALL INLET PROTECTION ON EXISTING

CATCH BASIN PRIOR TO CONSTRUCTION.

(SEE RD1010 ON THIS SHEET)

PLAN VIEW - SITE UTILITY PLAN

SCALE: 1" = 10' - 0" (24x36)

KEYNOTES

GENERAL NOTES

1. SEE ELECTRIC PLANS FOR POWER AND DATA IMPROVEMENTS.

2. SEE FIRE SPRINKLER DRAWINGS FOR BUILDING FIRE

SUPPRESSION SYSTEM.

3. SEE C4.0 FOR GRADING AND DRAINAGE.

EXISTING UNDERGROUND UTILITIES ILLUSTRATED IN THESE PLANS

ARE APPROXIMATED BASED ON MAPS OBTAINED FROM THE CITY OF

MEDFORD PUBLIC WORKS, OR HAVE BEEN LOCATED BY A UTILITY

LOCATE COMPANY. LAYOUT INDICATED IS NOT TO BE RELIED ON AS

BEING EXACT OR COMPLETE. ALL LINES WITHIN PROJECTED WORK

ZONE SHALL BE FIELD VERIFIED AS REQUIRED PRIOR TO

CONSTRUCTION.

UTILITY STATEMENT:

C6.0

C6.0

C6.0

PRE-CAST NON-TRAFFIC FIRE VAULT520

4" DOUBLE CHECK DETECTOR ASSEMBLY IN

VAULT. FULL SIZE FLUSH POINT, 2" SAMPLE

TREE

FIRE DEPARTMENT CONNECTION (FDC)522

4" RESTRAINED CL.54 D.I. PRIVATE WATER PIPE

WITH 36" MINIMUM COVER. CLASS "B" BACKFILL.511

5' MIN. CLEAR BETWEEN VAULT

AND OTHER UTILITIES.

EXISTING UNDERGROUND UTILITY.

CONTRACTOR TO COORDINATE WITH

APPROPRIATE UTILITY PRIOR TO CONSTRUCTION.

REPLACE OR PROTECT DURING CONSTRUCTION

AS DIRECTED BY FRANCHISE UTILITY.

C6.145° BEND WITH THRUST BLOCK.532

C6.190° BEND WITH THRUST BLOCK.533

MWC TO TAP EX. 6" WATER MAIN.

CONTRACTOR TO PROVIDE:

1 ~ 6" x 4" TAPPING SLEEVE

1~ 4" TAPPING VALVE

1 ~ 4" POLY PIG

1 ~ DISINFECTION TREE

1~ THRUST BLOCK

EXCAVATION, BACKFILL, SHORING, TRAFFIC CONTROL,

DEWATERING, AND TRENCH PLATES.

SAWCUT AND REPLACE IN KIND EXISTING

ASPHALT PER OREGON STND DWG RD-302.

CLASS B BACKFILL PER RD-300.

NOTE: CONTRACTOR TO

COORDINATE WATER

DISINFECTION TESTING

AND WATER TIE-IN WITH

MWC SITE INSPECTOR.

0 10 20

1" = 10'

SEC.32, T.38S., R1E., W.M. JACKSON COUNTY, OREGON

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

22-039

TDP

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22-039 03/10/2023

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100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

PROPOSED OUTDOOR

COVERED AREA

C5.0

SITE UTILITY PLAN

598 WTR

RISER ROOM

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COPYRIGHT © 2023 Powell Engineering and Consulting, LLC. This document, and the ideas and designs incorporated herein, as an instrument of professional service, shall remain the property of Powell Engineering and Consulting, and is not to be reproduced, published, or used in whole or in part, for any other project or purpose without the express written authorization of Powell Engineering and Consulting, LLC.

design and architecture, llc arkitek:

426 a street ashland, or 97520 tel: 541.591.9988

Drawing Title

Sheet No

Date

Project Number

Date Job No.

Drawn By Checked By

Stamp

Consultant

Pr oj ec t

03/10/2023

22-039

TDP

TDP

22-039 03/10/2023

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100% CD

Revisions

No. Description Date

Mailing Address:

221 N. Central Ave., PMB 221

Medford, OR 97501

541.613.0723 phone www.powellengineeringconsulting.com

C6.0

PROJECT DETAILS

6" OF AGGREGATE BASE

(3/4"-0" CRUSHED ROCK )

WOVEN GEOTEXTILE

FABRIC ON FIRMLY

COMPACTED SUBGRADE.

6" THICK 4000 PSI

CONCRETE PAVEMENT

WITH #4 REBAR 12" O.C.

EACH WAY

Compacted subgrade

COMPACTED SUBGRADE

12"

8"

THICKENED EDGE

(WHERE APPLIES)

SCALE: NTS

REINFORCED CONCRETE SECTION - LIGHT312

SUBGRADE SHALL BE PROOF ROLL

TESTED PRIOR TO INSTALLING ROCK

BASE MATERIAL.

3" OF HMAC PAVING

6" OF AGGREGATE BASE

(3/4" -0" CRUSHED ROCK

12" OF AGGREGATE SUBBASE

(4" -0" CRUSHED ROCK

WOVEN GEOTEXTILE FABRIC

(PROPEX GEOTEX 200ST, OR EQUAL)

SCALE: NTS

AC SECTION - HEAVY320

3" MIN

STANDARD DETAIL NO.

REV

10/09

TYPICAL TRENCH DETAIL

111STANDARD DETAIL NO.

REV

10/09

THRUST BLOCKS

NTS

12" MIN

2" SAMPLE TREE

12" +/-

1" DISINFECTION TREE

NTS

STANDARD DETAIL NO.

REV

10/09

SAMPLE & DISINFECTION TREES

SCALE: NTS

PRECAST NON-TRAFFIC VAULT520

PLAN

SIDE END

7'-9"

6'-0"

3'-0"6'-3"

4'-11"

6" MIN

6" MIN

HOT-DIPPED GALVANIZED, HINGED,

LOCKING LATCH, H-20 TRAFFIC RATED,

FULL OPENING, TORSION SPRING

ASSISTED, DOUBLE DIAMOND PLATE

DOOR, 3'x6' CLEAR OPENING

18" x 24" KNOCKOUTS - BOTH ENDS.

TO BE LOCATED AS REQUIRED.

12"

DIA.

SUMP

2% MIN. MIN. 2" DIA. DRAIN.

(TYP)

CONNECT TO

STORM DRAIN

SYSTEM.

1. APPROVED VAULTS AND LIDS

1.1. ALLIANCE CONCRETE ENCLOSURES INC. ACE-468 OR ACE-468S FIRE SERVICE VAULT

1.2. UTILITY VAULT CO. 675-WA VAULT WITH 675-TW-2-332P LID (4" OR 6" DEVICE)

1.3. UTILITY VAULT CO. 5106-LA VAULT WITH 5106-TL-2-332P LID (8" OR 10" DEVICE)

2. STRUCTURAL NOTES:

2.1. CONCRETE: 28-DAY STRENGTH 4,500 PSI

2.2. REBAR: ASTM A615 GRADE 60

2.3. MESH: ASTM A-185 GRADE 65

2.4. MINIMUM DESIGN PARAMETERS: ASTM C-875 - MINIMUM DESIGN, ACI-318 BUILDING

CODE LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES.

NOTES

3/4"-0" CRUSHED

ROCK BASE

(TYP).

COMPACT TO

95% (ASTM

D1557)

UNDISTURBED

NATIVE SOIL

(TYP)

SCALE: NTS

DOUBLE CHECK VALVE ASSY.521

24" MIN.

3" MIN.

3" MIN.12" MIN.

12" MIN.

SECTION A-A

PLAN

4" DRAIN TO

DAYLIGHT OR

STORM SEWER

GALVANIZED STEEL

LADDER

TEST

PORTS

WITH CAPS

(TYP)

GALVANIZED STEEL

LADDER

A A

1. DRAWING DEPICTS TYPICAL MINIMUM DIMENSIONS

FOR LARGE (2 1/2" AND LARGER) DOUBLE CHECK

VALVE ASSEMBLIES.

2. ASSEMBLY SHALL NOT BE SUBJECT TO FLOODING.

NOTES

APPROVED DOUBLE

CHECK VALVE ASSEMBLY

(TYP)

FINISH

GRADE

CONCRETE VAULT

SEE VAULT DETAIL

SCALE: NTS

FIRE DEPARTMENT CONNECTION522

CHECK VALVE WITH

AUTOMATIC BALL

DRIP DRAIN

MJ 90° BEND WITH

MEGALUG RESTRAINTS

MATCH PIPING SIZE

DIP, SIZE PER PLAN

DIP STANDPIPE

3' x 3' x 4"

CONCRETE PAD

SIGN FIXED TO

STANDPIPE,

SEE NOTE 2

FDC, SEE NOTE 1

1. FIRE DEPARTMENT CONNECTION (FDC) FITTING SHALL BE APPROVED BY LOCAL FIRE AGENCY.

2. SIGN SHALL BE CLEARLY VISIBLE FROM STREET AND COMPLY WITH NFPA 14.6.4.5 & 24.5.9.5.

NOTES

CLEAR SPACE

CENTERED ON FDC:

36"W x 36"D x 72"H

THRUST BLOCK PER

THRUST BLOCK DETAIL

18" MIN

48" MAX

3'x3'x2' DEEP WELL GRADED CLEAN DRAIN

ROCK (1-1/2" -14") WITH LESS THAN 10% FINES.

WRAP IN FILTER FABRIC

1. CONTRACTOR TO SUBMIT ASPHALT MIX TO ENGINEER FOR REVIEW AND APPROVAL PRIOR

TO PAVING. MIX SHALL CONSIST OF AN ODOT LEVEL 2, 1/2" DENSE GRADED MIX WITH A

BINDER GRADE OF PG 70-22.

2. ASPHALT SUBMITTAL SHALL ENSURE MAXIMUM RECLAIMED ASPHALT PAVEMENT (RAP) OF

20%.

3. CONSTRUCTION OF ASPHALT SHALL BE COMPLETED IN CONFORMANCE WITH THE CURRENT

OREGON DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR

CONSTRUCTION, INCLUDING SECTION 00745.

4. AGGREGATE BASE AND SUBBASE SHALL BE INSTALLED IN MAXIMUM 6" LIFTS AND

MECHANICALLY COMPACTED TO MINIMUM 95% OF THE MAXIMUM DENSITY IN ACCORDANCE

WITH THE AASHTO T-99 METHOD.

5. AGGREGATE BASE SHALL MEET ODOT SPECIFICATIONS FOR DENSE-GRADED AGGREGATE

BASE ROCK.

6. JUST PRIOR TO INSTALLING AGGREGATE BASE ROCK THE SUBGRADE SHALL BE PROOF

ROLL TESTED WITH A LOADED DUMP TRUCK TO SHOW A MAXIMUM 1/4" DEFLECTION.

SUBGRADE MATERIAL THAT DOES NOT PASS PROOF ROLL TESTING SHALL BE REMOVED

AND ADDITIONAL CRUSHED ROCK INSTALLED.

ASPHALT NOTES

CONCRETE NOTES

1. CONTRACTOR TO SUBMIT CONCRETE MIX TO ENGINEER FOR REVIEW AND APPROVAL

PRIOR TO PAVING.

2. AGGREGATE BASE AND SUBBASE SHALL BE INSTALLED IN MAXIMUM 6" LIFTS AND

MECHANICALLY COMPACTED TO MINIMUM 95% OF THE MAXIMUM DENSITY IN ACCORDANCE

WITH THE AASHTO T-99 METHOD.

3. AGGREGATE BASE SHALL MEET ODOT SPECIFICATIONS FOR DENSE-GRADED AGGREGATE

BASE ROCK.

DIVISION 1 - GENERAL REQUIREMENTS:

GENERAL

1. THE CONTRACTORS SCOPE OF WORK SHALL INCLUDE ALL PERMITS, LICENSES, LABOR,

MATERIALS, EQUIPMENT AND RELATED EXPENSES NECESSARY TO COMPLETE THE

PROJECT TO THE SATISFACTION OF THE OWNER, THE ARCHITECT, ALL GOVERNMENTAL

AGENCIES HAVING JURISDICTION, AND ALL UTILITIES.

2. THE OWNER SHALL APPLY FOR, PAY FOR AND OBTAIN THE GENERAL BUILDING PERMIT

FOR CONSTRUCTION AS REQUIRED BY THE LOCAL JURISDICTION. THIS SHALL INCLUDE

ALL GENERAL SYSTEMS DEVELOPMENT CHARGES.

3. ALL SUB-TRADE PLANS REVIEW AND PERMIT FEES ARE THE RESPONSIBILITY OF THE

CONTRACTOR. ALL PROJECT SPECIFIC WORK OR FEES SUCH AS WATER METER FEES,

TAP FEES, UTILITY EXTENSIONS, ROAD IMPROVEMENTS OR OTHER SIMILAR WORK,

REQUIRED BY THE JURISDICTION OR SERVING UTILITY, ARE THE RESPONSIBILITY OF

THE CONTRACTOR.

4. ALL WORK HOURS SHALL ABIDE BY OWNER AND LOCAL JURISDICTION REQUIREMENTS.

5. ALL ROAD CLOSURES SHALL BE COORDINATED WITH THE LOCAL JURISDICTION BY THE

CONTRACTOR.

PRODUCT SUBSTITUTIONS:

1. PRODUCT SUBSTITUTIONS FOR PRODUCTS LISTED SPECIFICALLY IN THE

SPECIFICATION SHALL BE MADE BY WRITTEN REQUEST TO THE OWNER AND

ARCHITECT. ACCEPTANCE OF THE SUBSTITUTION SHALL BE AT THE SOLE DISCRETION

OF THE OWNER AND ARCHITECT.

2. SUBSTITUTIONS SHALL BE FOR EQUAL OR BETTER MATERIALS BASED ON THE

PERFORMANCE DATA AS PROVIDED BY THE MANUFACTURER.

3. SUBSTITUTIONS MAY ALSO BE MADE FOR PRODUCTS THAT HAVE BECOME

UNAVAILABLE OR THAT HAVE EXCESSIVE LEAD TIMES.

COORDINATION:

1. THE CONTRACTOR SHALL COORDINATE ALL MATERIALS, EQUIPMENT AND LABOR

NECESSARY FOR THE PROJECT COMPLETION. ALL MATERIALS TO BE NEW (U.N.O.),

FREE FROM DEFECTS IN BEARING STRENGTHS, DURABILITY OR APPEARANCE, OF BEST

QUALITY FOR PURPOSE SPECIFIED.

2. PROTECT ALL EXISTING AND FUNCTIONING UTILITIES FROM DAMAGE DURING

CONSTRUCTION. ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION THAT

WILL NOT BE UTILIZED SHALL BE CAPPED OR REMOVED BY THE CONTRACTOR.

PROJECT MEETINGS:

1. CONDUCT A PRECONSTRUCTION MEETING WITH THE OWNER, ARCHITECT, AND ALL

MAJOR SUBCONTRACTORS TO DISCUSS THE PROJECT, SCHEDULE, CRITICAL

SEQUENCING, SAFETY, SECURITY, AND GENERAL PROCEDURAL ITEMS.

2. ON A WEEKLY BASIS, CONDUCT A JOBSITE MEETING WITH THE OWNER AND ARCHITECT

TO DISCUSS THE PROJECT PROGRESS, SCHEDULE, CRITICAL COORDINATION ITEMS,

QUESTIONS, ETC. SUBCONTRACTORS WHO HAVE COORDINATION ITEMS OR QUESTIONS

SHALL ATTEND AS NECESSARY. CONTRACTOR SHALL RECORD AND DISTRIBUTE

MEETING MINUTES.

3. ARCHITECT WILL MAKE OBSERVATIONS OF THE WORK AND ISSUE FIELD NOTES

FOLLOWING THE JOBSITE VISIT.

CONSTRUCTION SCHEDULES AND DAILY REPORTS:

1. THE CONTRACTOR SHALL PROVIDE TO THE OWNER A CONSTRUCTION SCHEDULE

PRIOR TO BEGINNING WORK THE SCHEDULE SHALL BE IN A CRITICAL PATH METHOD

FORMAT AND SHALL BE UPDATED THROUGHOUT THE DURATION OF THE PROJECT TO

REFLECT THE PROGRESS OF THE WORK.

2. THE CONTRACTOR SHALL MAINTAIN DAILY NOTES INDICATING WHICH

SUBCONTRACTORS ARE ON SITE, JOBSITE ACTIVITIES, HIGH/LOW TEMPERATURES AND

GENERAL WEATHER CONDITIONS, MEETINGS AND SIGNIFICANT DECISIONS, ACCIDENTS

AND UNUSUAL…