HomeMy WebLinkAboutGise Street; 57th to 58th improvement 2022GENERAL NOTES:
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1. ALL WORK k CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE CITY OF PORT TOWNSEND; COUNTY
-WAY REQUIRES A PERMIT FROM JEFFERSON COUNTY TY PRIOR TO ANY WORK COMMENCING, THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION MEETING AT THE SITE TO BE ATTENDED BY
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ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLYEO UTILITIES, THE PROJECT ENGINEER, AND
CITY OF PORT TOWNSEND AND JEFFERSON COUNTY REPRESENTATIVES, CONTACT THE PUBLIC WORKS
Avc Q DEPARTMENT AT THE CITY OF PORT TOWNSEND TO SCHEDULE THE MEETING (360) 385-7212, THE
CONTRACTOR IS RESPONSIBLE TO HAVE HIS SET OF APPROVED PLANS AT THE MEETING,
2, AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND BEFORE ACCEPTANCE OF THE
PROJECT, THE CONTRACTOR SHALL OBTAIN A "PUNCH LIST PREPARED BY THE CITY"S INSPECTORS
DETAILING REMAINING ITEMS OF WORK TO BE COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE
PLANS SHALL BE COMPLETEDTO THE SATISFACTION OF THE CITY PRIOR TO ACCEPTANCE.
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3, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR ROAD
BRIDGE, AND MUNICIPAL CONSTRUCTION', (HEREINAFTER REFERRED TO AS THE STANDARD
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SPECIFICATIONS WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMER CAN PUBLIC WORKS
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- ASSOCIATION, WASHINGTON CHAPTER, 2006 EDITION, UNLESS SUPERSEDED OR AMENDED BY THE CITY
OF PORT TOWNSEND.
SITE DURING
C-5 - ,D 7' 4. ACOPY OFTHESEAPPROVED PLANS AND APPLICABLE SPECIFICATIONS\ AND DETAILS SHALL BE ON
/OR OMISSIONS TO
CONSTRUCTION, THE CITY SHALL BE NOT RESPONSIBLE FOR ANY ERRORS AND
AC CURB DETAIL THESE PLANS.
TYPICAL SECTION - GISE STREET Horiz: I" V ND PRIOR TO ANY CONSTRUCTION,
HAYE ALL UTILITIES VERIFIED ON THE GROUND 5� THE CONTRACTOR SHALL
Horiz: 1 8' Vert: NTS CALL (1-800-424-5555) AT LEAST 48 HOURS IN ADVANCE, THE OWNER AND QUADRA ENGINEERING
MMEDIATELY IF A CONFLICT EXISTS.
Vert: INTS ENGINEER SHALL BE CONTACTED I
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6, ANY STRUCTURE AND/OR OBSTRUCTION THAT REQUIRES REMOVAL OR RELOCATION RE TING TO THIS
PROJECT SHALL BE DONE SO AT THE DEVELOPER"S EXPENSE,
T. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
t1z TODETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES.
8, THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, SHOWN OF THE PLANS OR AS
AFFECTED BY CONSTRUCTION. ALL SIGNAGE SHALL CONFORM TO MUTCD STANDARDS.
ALL PUBLIC STREETS ADJACENT TO THIS PROJECT SHALL BE KEPT CLEAN OF
9, DURING CONSTRUCTION,
ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION, ALL EXISTING STRUCTURES SHALL BE
nr PROTECTED.
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RACTOR SHALL RECORD
10, THE CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS UPON WHICH THE CONT
THE HORIZONTAL AND VERTICAL LOCATIONS OF THE AS -CONSTRUCTED IMPROVEMENTS, AND THE
irI ACTUAL LOCATION OF EXISTING UTILITIES ENCOUNTERED.
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THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING A SET OF REPRODUCIBLE AS -BUILT
14 11, DRAWINGS TO THE CITY OF PORT TOWNSEND PRIOR TO PROJECT ACCEPTANCE.
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12, WHERE NEW ASPHALT JOINS EXISTING ASPHALT SHALL BE CUT TO A NEAT VERTICAL EDGE AND TACKED
-4 wr THE JOINT
WITH ASPHALT EMULSION TYPE CSS-1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
SHALL BE SEALED WITH GRADE AR G ASPHALT.
-400OW PAVING
MPLY WITH
13, ASPHALT CONCRETE PAVEMENT SHALL BE CLASS"B" AND CO
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STANDARD SPECIFICATIONS, ASPHALT C
SECTION 5-04 OF THE S
jj PAVEMENT SHALL BE COMPACTED TO THE DEPTH SHOWN ON THE PLANS
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1. -E (CSTC) AND CRUSHED SURFACING BASE
J 11, CRUSHED SURFACING TOP COUR�
WITH SPECIFICATIONS IN SECTIONS 9-03.9(3)
COURSE (CSBC) SHALL COMPLY
2 OF THE STANDARD SPECIFICATIONS, TOP COURSE AND BASE COURSE SHALL
4, yd i-lr-) 6" t' z,
J - BY THE
BE COMPACTED TO 95% OF THE STANDARD DENSITY DETERMINED
REQUIREMENTS OFSECTION 2-03,3914)D TO THE FINISHED DEPTHS SHOWN ON
THE PLANS.
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GISE STREET IMPROVEMENT PLAN-Sw
57 TH STREET to 58 TH STREET
PORT TWONSEND, WA
Prepared for: Prepared by:
Debra Branton
Harold T Andersen, PE
Maria Sossa
Quadra Engineering, SP
303 Castellano Way, Unit 10,
PO Box 2094
Port Townsend, WA 98368.
1630 Walnut Street
debrabrantongqmaii.com
Port Townsend, WA 98368
360 379-9117
360 460-7311 cell
htandersen(o-),q com
47 /IT %t r A^ 0_4 SHEET 1 OF 2
R E C E."� 770
OCT
CITY OF POFRTTOIAVN
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