HomeMy WebLinkAboutPermit File BLD-2020-0572 607 R Avenue (7)GENERAL NOTES•
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COPYRIGHT 2020
SSNI3AU BNGIIiSBRTNG k SURVEYING, PI:'
CIVIL ENGINEERING •LAND SURVEYING •PLANNING
2118 RIVERSIDE DRIVE - SUIIE 208
MOUNT VERNON, WA 98273
360-424-9566
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NOTE TO CONTRACTOR: g
NO PARKING, STORING OF MATERIAL, OR
STAGING OF EQUIPMENT ON PORT OF
ANACORTES PROPERTY WITHOUT COORDINATION
WITH PROJECT MANAGER
622 OF TEMPORARY FENCE �...w $
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NO. I DATE
SEP 22
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CITY OF
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CONSTRUCTION LIMITS)
SITE PLAN
AND TOPOGRAPHIC SURVEY
1. ALL CONSTRUCTION AND INSTALLATION WORK SHALL CONFORM TO APPLICABLE
2018 STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE.
AND MUNICIPAL CONSTRUCTION PREPARED BY THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION AND ACCORDING TO THE RECOMMENDATIONS SITE
OF THE MANUFACTURERS OF THE MATERIAL OR EQUIPMENT USED AND IN
COMPLIANCE WITH APPLICABLE, FEDERAL, STATE AND/OR COUNTY
REGULATIONS, REQUIREMENTS AND STANDARDS, INCLUDING STANDARDS AND ('�
SPECIFICATIONS BY SKAGIT COUNTY AND INCLUDING APPUCABLE LABOR LAWS, ANACORTES
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, AND OCCUPATIONAL RESERVATION ROAD
SAFETY AND HEALTH ACT OF 1970.
2 BETTER CONDITION. SHALL RESTORE OFF SITE CONSTRUCTION AREA TO ORIGINAL OR GIBRALTER ROAD
SR. 20
3. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND SIGNING CONFORMING TO
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), CURRENT tJ
EDITION.
4. LOCATIONS OF EXISTING UTILITIES SHOWN HEREON ARE APPROXIMATE, AND
ARE NOT NECESSARILY COMPLETE. THE CONTRACTOR SHALL INDEPENDENTLY �� M C AN I
VERIFY THE ACCURACY OF ALL UTIUTY LOCATIONS SHOWN, AND SHALL
FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON CONNER
WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS IF CONFLICTS WITH LA EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL E COPY
NOTIFY THE ENGINEER AND ANY CHANGES REQUIRED SHALL U APPROVED BY
THE COUNTY PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE
PROJECT. IF EXISTING UTILITIES ARE DAMAGED BY THE CONTRACTOR, SAID IL UTIUTIES SHALL BE REPAIRED OR REPLACED AT NO ADDITIONAL COST TO THE
OWNER OR ENGINEER. BAY
5. CONTRACTOR SHALL UTILIZE THE ONE CALL SYSTEM FOR UTIUTY SHELTER
UNDERGROUND LOCATION AND ABIDE BY THE REQUIREMENTS THEREOF.
8. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND BRADSHAW ROAD
SHALL ABIDE BY THE CONDITIONS AND REQUIREMENTS RELATED TO SAID
PERMITS AND APPROVALS,
7. OTHER UTILITIES WILL ALSO BE WORKING WITHIN THE LIMITS OF THE PROJECT, N VICINITY MAP
INCLUDING, BUT NOT LIMITED TO, PUGET SOUND ENERGY, FRONTIER
COMMUNICATIONS, CASCADE NATURAL GAS CORPORATION, COMCAST, AND CITY
OF ANACORTES WATER. THE CONTRACTOR SHALL GIVE WRITTEN NOTIFICATION NOT TO SCALE
TO THE AGENCIES THAT HAVE UTILITIES IN PLACE AND TO COOPERATE WITH r
THE AGENCIES IN THE PROTECTION AND RELOCATION OF THE VARIOUS
UNDERGROUND INSTALLATIONS. OWNER PROJECT MANAGER
8. AN APPROVED COPY OF THESE CONSTRUCTION DRAWINGS MUST BE ON THE ANACORTES PARKS AND DusnN SOUTH
JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL
PROVIDE A COMPLETE SET OF POST CONSTRUCTION DRAWINGS TO THE RECREATION DEPARTMENT TER• (300) 661-3721
ENGNEER UPON COMPLETION OF THE CONSTRUCTION, 004 6TH STREET
AN ESC NOTES ANACORTES, WA 98221 CXT, Inc.
CONTACT: JONN LUNSFORD AU CAIRNS
1. EROSION CONTROL METHODS AND MATERIALS SHALL MEET REQUIREMENTS OF TER• (360) 299-1953
SECTION B-01 OF WSDOT STANDARD SPECIFICATIONS, CURRENT EDITION, AND TEU: (509) 892-3238
REQUIREMENTS SET FORTH IN VOLUME II OF THE uSTCAL MANATER MANAGEMENT CIVIL ENGINEER STRUCTURAL ENGINEER
MANUAL FOR WESTERN WASHINGTON (TIE TECHNICAL MANUAL)" PREPARED BY
THE WASHINGTON STATE DEPARTMENT OF ECOLOGY. CONTRACTOR SHALL FOLLOW SEMRAU ENGINEERING & SURVEYNG
RECOMMENDATIONS MADE BY SUPPLIERS AND MANUFACTURERS OF MATERIALS 2118 RIVERSIDE DRIVE SUITE 200 STRUCTURAL DESIGN & MANAGEMENT
AND EQUIPMENT USED, 11356 W. COAL MINE DRIVE
MOUNT VERNON, WA 98273 UTTLETON, CO 80127
2. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR EROSION CONTROL, CONTACT: JOHN B SEMRAU, PE & PLS CONTACT: CARL A. DEMETER, PE
TER• (360) 424-9566 Tp; (303) 972-6512
3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE OTHER CONTACTS"
EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE MAINTAINED
AND/OR MODIFIED AS DIRECTED BY THE ENGINEER OR BY THE ANACORTES
PUBUC WORKS DEPARTMENT, PUGET SOUND ENERGY
ANACORTES WATER DEPARTMENT
4. INSPECTION AND MAINTENANCE, ALL FACILITIES AND INSTALLATIONS CUSTOMER CONSTRUCTION SERVICES 14489 RIVER BEND ROAD
CONSTRUCTED AS PART OF THIS PLAN SHALL BE ROUTINELY INSPECTED AND TILL; (Ogg) 321-7779 MOUNT VERNON, WA 98273
MAINTAINED TO ENSURE THAT SAID FACILITIES ARE ADEQUATELY PERFORMING
THEIR INTENDED FUNCTION. AS A MINIMUM, SAID FACILITIES SHALL BE VISUALLY CONTACT: TERRY NEMETH
INSPECTED AT LEAST WEEKLY, AND AFTER ANY SIGNIFICANT RAINFALL IF COMCAST TER• (360) 299-1952
PROBLEMS OR DEFECTIVE PERFORMANCE OF FACIUTIES ARE NOTED, THEY SHALL 400 SEQUOIA DRIVE
PROMPTLY BE REPAIRED OR REPLACED. BE INGHAM, WA 98226 CASCADE NATURAL GAS
CONTACT: CASEY JONES 1520 SOUTH 2ND STREET
5. CONTRACTOR SHALL PROVIDE EROSION AND SEDIMENTATION CONTROL MEASURES lII: (360) 527-11243 MOUNT VERNON, WA 88273
AT ALL TIMES AS NEEDED TO THE SATISFACTION OF THE ENGINEER OR BY THE
ANACORTES PUBUC WORKS DEPARTMENT. CONTACT. REED HARLOW
FRONTIER COMMUNICATIONS TER: (350) 336-8745
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT SEDIMENT -LADEN 595 PEASE ROAD
RUNOFF WATER FROM ENTERING THE PUBLIC STORM DRAINAGE SYSTEM AND BURUNGTON, WA OB233 ONE CALL LOCALE SERVICE
ROM ENTERING ADJACENT PROPERTY, THIS MAY BE ACCOMPLISHED THROUGH CONTACT: BRIAN SMITH O OR ILL LOCATE
24-5555
THE USE OF SILT FENCES, INTERCEPTOR DITCHES, STRAW BALES, WATTLES, CON CT: 707-MITI
INLET PROTECTION DEVICES, OR OTHER MEASURES SUFFICIENT TO ASSURE )
COMPLIANCE WITH THIS SPECIFICATION,
7. PUBLIC RIGHT-OF-WAYS SHALL BE KEPT CLEAN, TRACKING OF MUD AND DEBRIS SITE PREPARATION NOTES:
ROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS ITEM CONTRACTOR SHALL INSTALL TEMPORARY FENCING TO SECURE THE PROJECT A.
MAY RESULT IN ALL WORK ON THE SITE BEING STOPPED UNTIL THE CONDITION IS REMEDIED. AREA.
SURVEY NOTES: B. CONTRACTOR SHALL PERFORM SITE CLEARING AND GRUBBING, EXCAVATING
TO LIMITS DRAWN TO ALLOW FOR INSTALL OF BASE MATERIAL AS SHOWN ON
1. THIS SURVEY WAS PREPARED AT THE REQUEST OF ANACORTES PARKS PLANS.
DEPARTMENT.
C. CONTRACTOR SHALL INSTALL/DEMO AS SHOWN, REMOVING EXISTING WATER
2. MERIDIAN: ASSUMED SERVICE AND REPLACE AS DETAILED, INSTALUNG ALL BELOW SURFACE
3. INSTRUMENTATION: LEICA MS50 THEODOLITE DISTANCE METER, LEICA G514 GPS PLUMBING, ELECTRIC CONDUIT (AND WIRE), AND GAS LINE STUB -OUTS AS
RECEIVER, REQUIRED BY VENDOR (CTX) PLAN DRAWINGS,
4. SURVEY PROCEDURE: STANDARD FIELD TRAVERSE ON FEBRUARY 28. 2020. D. CONTRACTOR SHALL INITIALLY BRING CRUSHED ROCK TO PLAN GRADE TO AT
LEAST TO 2FT OUTSIDE OF THE STRUCTURE TO ALLOW FOR PLACEMENT OF
5. DATUM: NAVD88 VENDOR -INSTALLED STRUCTURE.
6. CONTOUR INTERVAL: 1 FOOT E. AFTER PLACEMENT OF STRUCTURE, CONTRACTOR SHALL BACKFILL FOR THE
INSTALLATION OF SIDEWALK AND INFILTRATION TRENCH AS DETAILED,
7. UTILITIES ARE SHOWN FROM VISIBLE EVIDENCE AND GIS DATA PROVIDED BY THE EARTHWORK NOTES:
CITY OF ANACORTES.
PLAN CONTENTS 1 FILLS CREQUIRED TO COMPLETELY PREPAREONTRACTOR SHALL COMPLETELY ATHE UBG ADES SUITABLE TDE THE SITE AND MAKE o AND
SHEET N0. DRAWING TITLE SERVE THE FINAL GRADES AND TYPICAL SECTION ESTABLISHED IN THE PLANS.
CT SITE PLAN AND TOPOGRAPHIC SURVEY 2. ALL EXCESS SOIL MATERIALS, INCLUDING BUT NOT LIMITED TO TRENCH SPOILS,
STRIPPED TOP -SOIL, ORGANIC MATTER, ROAD CUT AND OTHER DEBRIS SHALL
DETAILS, SECTION, & PROFILE BE REMOVED FROM THE SITE AND DISPOSED OF AT LOCATIONS ARRANGED BY
THE CONTRACTOR, ALTERNATIVE ARRANGEMENTS FOR CUT AND FILL MATERIAL
nnMAY BE MADE WITH WRITTEN APPROVAL FROM THE OWNER.
Co U7
sANACORTES PARKS AND FIELD BK/PG: 319/74-77
HORIZONTALL: l" = 10' OATS: B/12/2020020
VERTICAL - N/A RECREATION DEPARTMENT DRAWING: 5979CS.DWG
NOTE: IF THIS SHEET IS LESS SECTION 18, T. 35 N., R. 2 E., W.M. JOB NO.: 5979
THAN 22"X 34" THEN SHEET CITY OF ANACORTES, WASHINGTON SHEET: Cl
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SANITARY SEWER USE
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STANDARD PLAN B-05.40.00
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Harold J. PeterFes o 06-08-06
STATE DESIDN
ENGINEER DATE
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