HomeMy WebLinkAboutW3rdPl_2819 ANACORTES PUBLIC WORKS DEPARTMENT
G1Y°+� Steven Lange, Project Manager
P.O. BOX 547,ANACORTES,WA 98221 PH(360)293-1920
E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938
/0010,
Memo
Date:April 13, 2017
To: Paul Ingalls, Plans Examiner
From:Steven Lange
Subject: Site Plan Review#1 for 2819 West 3rd Street
cc: Eric Shjarback, dim-Baldwin
The submitted site plan for 2819 West 3rd Street was reviewed by the Public Works
Engineering Department on April 13, 2017.
• 04-05-17: Submittal to Public Works Engineering
• 04-13-16: Public Works review and memo back to Building Department
The following comments are provided:
• New driveway approach will be a Type 1, per WSDOT Standard Detail F-80.10-04.
• Maximum driveway width for residential is 20-feet, per current EDS Standards
STR-28.
• A vicinity map is provided to show the location of the private side service, per
Public records.
• The application identifies the wrong lot and subdivision.
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• Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste
• Transportation •Equipment • Capital Projects • Development Services
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(3) STREET STANDARDS JULY 2011
1. Cold mix asphalt is used as the temporary asphalt surface layer.
2. A Performance Bond is provided to the City of Anacortes that is the cost of
repair(See AMC 12.08) x 150%.
3. The Contractor is responsible for all maintenance and repair during this
period.
STR-27 CITY-OWNED UNDERGROUND CONDUIT AND VAULT
REQUIREMENTS
The contactor must obtain a Right-of-Way Permit to install underground conduit in the
right-of-way. See AMC Chapter 12.08—Street Excavation Permit Requirement
Install 18-30 inches deep within'and parallel to the right-of-way.
4-inch diameter solid wall polyvinyl chloride (PVC) pipe conduit conforming to ASTM D
3034 SDR 35. Installation under roads and high-traffic locations, i.e., parking lots,
require Schedule 80 PVC pipe.
Maximum 500 feet long conduit between junction boxes/vaults.
Joints must conform to ASTM D 3212 using elastomeric gaskets conforming to ASTM F
477.
Conduit ends terminate at Type II junction boxes conforming to WSDOT Standard Plans
J-11 a. or other approved underground vault equivalent to 466-TA Splicing Vault (Utility
Vault Co. (800) 839-3500) with inside dimensions of 3'-5"W X 5'-5"L X 5'-131"D.
The contractor must submit conduit and vault as-built drawings showing the right-of-way
and property corners, offset dimensions, depth of installation, conduit diameter, and size
and type of junction box/vault.
Mark conduit with detectable orange colored marking tape or wire prominently labeled
"Caution Telephone CAN."
STR-28 PROPERTY ACCESS
STR-28.1 Driveways
Driveway Standards Measured Curb to Curb
Minimum to Property Line 8 feet
Minimum Between Driveways 30 feet
Minimum Tangent Curb Length to 50 feet
Intersection
*Maximum Width at Street 20 feet 30 feet Residential
**Commercial
<_ 250 feet <_ 125 feet
Right Turn Only at Signalized Intersections Arterials Collectors
Right-In-Right-Out Only When Safety Warrants
* Driveway cuts in sidewalk required
** Unless topography or traffic volumes require wider.
CHAPTER 3 STR-15
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VARIES318"(IN)EXPANSION JOINT(TYP) •
tt� FINISH(TYP.) (SEE CONTRACT PLANS) 1 SEE STANDARD PLAN F-30.10
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CEMENT \' MATCH SIDEWALK WIDTH _
CONCRETE �, �\ �� `� i I -' (SEE CONTRACT)
SIDEWALK � * \MATCH SIDEWALK WIDTH •
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(SEE CONTRACT) -1'\ 6'-0" VARIES G-0"
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BUFFER STRIP(TYP.) E 1P) (TYP.)
}►� CURB AND GUTTER SIDE SLOPE(TYP.) CURB AND GUTTER
(SEE NOTE 3) (SEE NOTE 3)
PLAN VIEW
w �� DRIVEWAY ENTRANCE PLANVIEW
o �} TYPE 3 SIDE SLOPE(TYP.) TYPE 4*
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z �1 *THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE
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0 1/2"(IN)R.(TYP.) —(SEE CONTRACT)
DRIVEWAY I 1/2"(IN)LIP BETWEEN ROADWAY I a 1/2"(IN)LIP BETWEEN ROADWAY
(SEE NOTE 7) I D to 1/2"(IN)R.(TYP.) 1 GUTTER AND CURB(OR SEE
- 4 GUTTER AND CURB(OR SEEto• CONTRA CONTRACT)
SIDEWALK J \ 1 DRIVEWAY 1
• 1 DRIVEWAY DEPRESSED (SEE NOTE 7) DRIVEWAY ��
3/6"(IN)EXPANSION JOINT(TYP.) RAMP RAMP SECTION 1 t 1 CURBEAND GUTTER
SEE STANDARD PLAN F-30.10 CURB AND GUTTER
(SEE NOTE 3) (SEE NOTE 3)
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ENTRANCE TYPE 3"PAY LIMITi. "CEMENT CONCRETE DRIVEWAY %.Ai Q>
DRIVEWAY / / ENTRANCE TYPE 4"PAY LIMIT 0 .5 2 ST1�4�0 44
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CL.4000 CONCRETE - NAL
PER STANDARD SPEC.6-06.3 __/ (SEE NOTE 7) ./ Iler,Scott
Jul1820167:07AM
\x i CEMENT CONCRETE
CL.4000 CONCRETEDRIVEWAY ENTRANCE
J,., j!`� PER STANDARD SPEC.8-06.3 1I1._- '
TYPES 1, 2, 3, & 4
____________"...
j STANDARD PLAN F-80.10-04
a. SHEET 2 OF 2 SHEETS
APPROVED FOR PUBLICATION
40.000"0
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TYPE 3^-PAY LIMITS TYPE 4-PAY LIMITS Am
STATE DESIGN ENGINEER
WiWashington Stag Department of Transportation