HomeMy WebLinkAboutR-412601GENERAL SITE NOTES;
1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE
GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION
OPERATIONS.
2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED
PRIOR TO COMMENCING WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION
AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON
THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE.
ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND
SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON.
EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE
SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS
SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN
CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC
RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND
SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION
OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS
RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO
THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT
ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE
CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND
IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES.
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES
INVOLVED PRIOR TO CONSTRUCTION.
6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED
BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING
ALL CONSTRUCTION
7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL
CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY
REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE ONE WEEK
MINIMUM ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF
PRE -CONSTRUCTION MEETINGS.
8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY
WITH THE LATEST OSHA STANDARDS AND REGULATIONS. OR ANY OTHER AGENCY HAVING
JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS
RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE
INTENT AND PERFORMANCE CRITERIA OF OSHA. AS WELL AS ANY OTHER ENTITY THAT
HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES.
9. 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
CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
TRAFFIC AFFECTED.
10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL
ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY
SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA
WHETHER SHOWN OR NOT SHOWN ON THE PLANS.
11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT
INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT
COMPLETION OF PROJECT.
12. CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE
HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE
TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BARGHAUSEN CONSULTING
ENGINEERS, INC.
13. CONTRACTOR SHALL REQUEST FROM BARGHAUSEN CONSULTING ENGINEERS, INC.. PRIOR
TO ANY CONSTRUCTION STAKING OR CONSTRUCTION WORK, A FORMAL CONSTRUCTION
RELEASE PLAN SET OR SPECIFIC RELEASE IN WRITING. THE APPROVED AGENCY PERMIT
DRAWINGS WILL NOT BE CONSIDERED CONSTRUCTION RELEASE PLANS BY BARGHAUSEN
CONSULTING ENGINEERS, INC. UNLESS BARGHAUSEN CONSULTING ENGINEERS, INC. HAS
GIVEN A FORMAL WRITTEN RELEASE OR ISSUED A CONSTRUCTION RELEASE PLAN SET.
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DEVELOPMENT ENGINEERING DIVISION
APPROVED
8/12/2020 Mike Sippo
SPECIAL NOTES:
1. SITE PLAN HAS BEEN PROVIDED BY FREIHEIT ARCHITECTURE.
BARGHAUSEN CONSULTING ENGINEERS, INC. HAS NOT VERIFIED
THE SITE PLAN FOR ACCURACY OR COMPLETENESS.
2. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL
UTILITIES PRIOR TO CONSTRUCTION TO ENSURE THAT UTILITY -
CONFLICTS DO NOT EXIST.
3. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE
WITH CITY OF RENTON AND KING COUNTY REQUIREMENTS.
4. CONTRACTOR TO REPLACE EXISTING LANDSCAPING IN -KIND AS
REQUIRED, OR AS DIRECTED BY OWNER OR SITE IMPROVEMENT
PLANS BY OTHERS.
5. CONTRACTOR TO OBTAIN ANY NECESSARY RIGHT OF WAY
PERMITS IF REQUIRED FOR WORK SHOWN ON PLANS.
6. CONTRACTOR TO VERIFY SCOPE OF WORK
DEMOLITION WITH OWNER ANO/OR ARCHITECT PRIOR TO
CONSTRUCTIONTO CONFIRMEXTENTS F SITE DISTURBANCE.
SITE INFORMATION
EXISTING ON -SITE SURFACE AREAS
SITE AREA: 54,879 SF (1.26 AC)
TOTAL IMPERVIOUS: 42162 SF 0.97 AC
PERVIOUS/LANDSCAPE AREA: 12,717 SF (0.29 AC)
PROPOSED ON -SITE SURFACE AREAS
SITE AREA. 54,879 SF (1.26 AC)
TOTAL IMPERVIOUS: 42.235 SF (0.97 AC)
PERVIOUS/LANDSCAPE AREA: 12,644 SF (0.29 AC)
NET IMPERVIOUS SURFACES: +73 SF
NET PERVIOUS SURFACES: -73 SF
NEW/REPLACED IMPERVIOUS SURFACE
- ADA IMPROVEMENTS: 1,991 SF
- UTILITY/MAINTENANCE IMPROVEMENTS: 132 SF
REPLACED IMPERVIOUS SURFACE DEFINITION PER THE 2017 CITY
OF RENTON SURFACE WATER DESIGN MANUAL:
"ANY EXISTING IMPERVIOUS SURFACE ON THE PROJECT SITE
THAT IS PROPOSED TO BE REMOVED AND RE-ESTABLISHED AS
IMPERVIOUS SURFACE. EXCLUDING IMPERVIOUS SURFACE
REMOVED FOR THE PURPOSE F INSTALLING UTI ITT R
PERFORMING MAINTENANCE R INFRASTRUCTURE."
COVER SHEET
FOR
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SEC. 16, TWN. 23 N, RGE. 5 E, W.M.
RENTON, KING COUNTY, WASHINGTON
SHEET INDEX
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BID - COVER SHEET
C2.0 - DEMOLITION AND TESC PLAN
C3.0 - GRADING AND UTILITY PLAN
C3.1 - CONSTRUCTION DETAILS
I - BOUNDARY AND TOPOGRAPHIC SURVEY
MONUMENT PROTECTION NOTE:
CONTRACTOR SHALL FIELD LOCATE ALL MONUMENTS WITHIN THE AREA OF DISTURBANCE PRIOR TO
CONSTRUCTION AND PROTECT FROM DISTURBANCE/DESTRUCTION TO THE MAXIMUM EXTENT
FEASIBLE. IF IT IS NECESSARY TO REMOVE OR REPLACE A MONUMENT DURING CONSTRUCTION,
THE CONTRACTOR SHALL NOTIFY THE LOCAL JURISDICTION HAVING AUTHORITY (RCW 58.24.040)
AND BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT
OF NATURAL RESOURCES PRIOR TO DISTURBANCE, DESTRUCTION, OR RELOCATION (WAC 332-120).
APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR AND MAY BE OBTAINED
FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES:
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
(206) 902-1190
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED
THAT ARE ABLE TO BE REPLACED, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE
COST AND AT THE DIRECTION OF THE CONTRACTOR PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENTS OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
Barghausen
Consulting Engineers, Inc.
1821572nd Avenue South
Kent, WA98032
4252M.6222 beryhaueenaom nlo.
REVISION
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ENGINEER
BARGRAUSEN CONSULTING ENGINEERS, INC.
18215 72ND AVE.
SOUTH
KENT, WA 98032
PHONE: (425)
251-6222
PAX: (425)
251-8782
CONTACT: CHRIS JENSEN. P.E.
EMAIL: CJENSENOBARGHAUSEN.COM
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FREHEIT ARCHITECTURE
929 108TH AVE NE, SUITE 210
BELLEVUE, WA 98004
PHONE: (425) 827-2100
CONTACT: ALEXANDER TAAM
EMAIL: ATAAMOFREIHEIURCH.COM
HORIZONTAL CONTROL NOTE:
1. IT IS RECOMMENDED THAT CONTRACTOR HAVE ALL CURB, SIDEWALK, PROPERTY LINES
STRUCTURES, CONCRETE PADS AND ANY OTHER ABOVE GROUND PERMANENT
STRUCTURE DEPICTED ON THESE PLANS STAKED FOR CONSTRUCTION BY A LICENSED
SURVEYOR.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL IMPROVEMENTS FIELD
VERIFIED PRIOR TO CONSTRUCTION, AND TO ENSURE THAT ALL WORK IS KEPT
ON -SITE OR WITHIN PUBLIC RIGHT-OF-WAY AS SHOWN. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC. PRIOR
TO WORK.
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RENTON
I Planning/Building/Public Works Dept.
SITE
VICINITY MAP RENTON, WASHINGTON
SITE INFORMATION
HORIZONTAL DATUM:
HAD 83(1991), WASHINGTON STATE PLANE COORDINATES, NORTH ZONE, 4601
BASIS OF BEARINGS:
THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 16 TOWNSHIP 23 NORTH RANGE 5 FAST W.M. BEING NORTH 89'13'I8" WEST AS MEASURED BETWEEN CITY Of
RENTON MONUMENTS 1502 IN. 1/4 SEC. 16) AND 647 (W 1/16).
VERTICAL DATUM:
NAVD 88
PROJECT BENCHMARK:
CITY OF RENTON MONUMENT 1502, BEING A FOUND CONCRETE MONUMENT IN CASE WITH A
1 1/2" BRASS DISK W/ 'A', BIT 0]' AT HE 4TH ST & 124TH AVE BE (MONROE AVE NE)
ELFJ. 341 39 FIT (MAIN 88)
PROCEDURE / NARRATIVE
A FIELD TRAVERSE USING A TOPCON GT1000 AND A TOPCON HIRER HR SUPPLEMENTED
WITH MAGNET FIELD SOFTWARE AND FIELD NOTES WAS PERFORMED, ESTABLISHING THE
ANGULAR. VERTICAL AND DISTANCE RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY
LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR
LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
DATES OF SURVEYS:
HELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED IN FEBRUARY,
2020. ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME.
TAX ACCOUNT NUMBER AND ADDRESS:
APN 162305-9111 3209 HE 4TH ST
CALCULATED AREA
54,8791 S.F. (1.261 AC)
SURVEYORS' NOTES:
1, ALL MEASUREMENTS ARE IN US. SURVEY FEET.
2. UNDERGROUND UTRIDES AND FEATURES DEPICTED HEREON ARE BASED ON FIELD OBSERJATION,
MARKINGS, DEVELOPMENT PUNS, AHD/OR AVAILABLE RECORD DOCUMENTS ONLY. THE TRUE LOCATION,
NATURE AND/OR EXISTENCE OF BELOW GROUND FEATURES. DETECTED OR UNDETECTED. SHOULD BE
VERIFIED.
3. THIS SURVEY WAS PERFORMED TO ASSIST IN SITE DEVELOPMENT DESIGN.
4. CONTOUR INTERVAL IS 2 FEET, BASED ON DIRECT FIELD OBSERVATIONS.
5. NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY.
REFERENCE SURVEYS:
1, CITY OF RENTON SP NO, 373-79, REC. NO. 7910049001
LEGAL DESCRIPTION:
LOT 4 OF CRY OF RENTON SP NO. 373-79, REC. NO.
7910049001
R-412601
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PLANNING DIVISION
III
APPROVED I SURFACE WATER UTILITY w
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