HomeMy WebLinkAboutPermit File BLD-2019-0511 1715 O Avenue (43)HERRIGSTAD ENGINEERING & SURVEYING
Civil Engineering & Surveying
4320 Whistle Lake Road Dale Herrigstad, P.E., P.L.S.
Anacortes, WA 98221 (360) 299-8804
April 18, 2021
City Building Inspector
City of Anacortes
PO Box 547
Anacortes, WA 98221
Subject: 1715 O Avenue, Building foundation survey layout.
This letter is to inform the building department that I staked out the foundation of the
above referenced lot prior to concrete foundation footings have been poured on March
31, 2021. House corners were set with wood hub and tacks at building corners according
to the approved site layout. See attached drawing for approved site layouts.
If you have any questions or need more information please let me know.
Sincerely,
Dale Herrigstad P.E., P.L.S.
dale@herrigstad.com
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ADJACENT
RETAIL
BUILDING
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PROPOSEDLOT _
BOUNDARY
NEW 5
PARKING
STALLS
TRASH
ENCLOSURE
EXISTING LOT
BOUNDARY
TRASH
FIECYCLE
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17 STALLS
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INEW SIDEWALK
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DRIVEWAY
NEW SIDEWALK
03
2.0
C C C
( BROOM FINISH /
ALL SURFACES o
05 I I BEFORE SMOOTH
2.0 TROWELING
02 EDGES AND JOINTS
N 2.0
7.59' FF
--------------------------------- - - - - - - - - - - - - - - - - - - -
+28.63'
C C
NEW RETAINED
PRIVATE PORCH'
NEW ASPHALT
PARKING LOT
PROPOSED
APARTMENT
BUILDING
(25 UNITS)
DETECTABLE
WARNINGS
SURFACE
NEW LANDSCAPE
SEE SHEET Lx.x
EXIST. POWER POLE
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"O"AVENUE
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3'-8"
2" GALV. STEEL PIPE
DRILL 7/16"
TOLES IN LOWER
'IPE FOR 1/2" BOLT
2" SLEEVE
RIPE -HOT DIP
SALV
CONC. FOOTING
ADASIGNAGE
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NOTES:
1. SIGN SHALL BE CONSTRUCTED OF A
MINIMUM 0.062" THICK ALUMINUM
2. LETTERING, SYMBOLAND BORDER
SHALL BE REFLECTIVE BLUE ON WHITE
BACKGROUND.
3 PLACE IN FRONT OF EACH
ACCESSIBLE PKG STALL WITH CLEAR
VIEW, BUT NOT TO OBSTRUCT
PASSAGE FROM PKG STALL OR ANY
WALKWAY
COPINC
CMU WALI
SPLIT -FACE
ROSE AND GRAN
A
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PER STRUCT.
ADASIGNAGE TRASH ENCLOSURE ELEVATION
Sc
BROOM FINISH ALL BROOM FINISH ALL
SURFACES BEFORE 1p SURFACES BEFORE
SMOOTH TROWELING SMOOTH TROWELING
EDGES AND JOINTS n EDGES AND JOINTS
B
A a A
z a ? a
N 1:12 MAX ®®? 1:12 MAX N
..............a as Eaa ®s
RAMP 5' LANDING RAMP
6' MIN 6' MIN
O
B
CROSSWALK 4 \
(SEE STANDARD DRAWING 721) PLAN 8
RAMP 6' MIN 5' MIN RAMP 6' MIN
2 10 LANDING
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SECTION B-B
ADA RAMP
NOT TO SCALE
NOTES
JANSON OAKFIFF
TECTLIRE & PLANNING PLC
2124 THIRD AVENUE, SUITE 200
SEATTLE, WA 98121 206-448-7580
STATE Ofi°'4ElASHINGTI
Madrona Real Estate
Investments VIII LLC
#Client Full Address
NOTES:
PRIVACY HEDGE
NEW LANDSCAPE AREA
1.
DETECTABLE WARNING PATTERN AREA SHALL BE
YELLOW IN COMPLIANCE WITH WSDOT/APWA
STANDARD SPECIFICATION SECTION 8-14.3(3).
2.
CURB RAMPS SHALL NOT BE POURED INTEGRAL
WITH SIDEWALK AND SHALL BE ISOLATED FROM
ADJACENT SIDEWALK BY A 3/8" FULL DEPTH
BACK OF S/W
EXPANSION JOINT.
3.
GUTTER SECTION AT CURB RAMP SHALL NOT BE
POURED INTERGAL WITH ADJACENT GUTTER
SECTIONS AND SHALL BE ISOLATED BY A 3/8" FULL
DEPTH EXPANSION JOINT.
NO. DESCRIPTION DATE
4.
CURB RAMP AND GUTTER SECTION AT CURB RAMP
MAY BE POURED AS AN INTERGAL SECTION.
R E V I S 10 N S
5.
TYPE A-1 INTEGRAL CURB AND GUTTER PER CITY
3
STANDARD DRAWING 307.
6.
FOR RETROFIT INSTALLATION SAWCUT AND
PROJECT NO: 2019.07
REMOVE EXISTING SIDEWALK, CURB AND GUTTER
FACE OF CURB
SECTION ALONG NEW EXPANSION JOINT
LOCATION. SAWCUT EXISTING PAVEMENT AS
DATE: 06/07/2019
REQUIRED FOR FORMING OF NEW CURB AND
GUTTER. PATCH PAVEMENT AS REQUIRED.
DRAWN BY: EL, MV, JH
7.
FLUSH WITH GUTTER (NO LIP PERMITTED)
8.
A MIN OF 4' OF THE RAMP WIDTH MUST FALL
APPROVAL: Si
WITHIN THE CROSS WALK SERVED BY THE RAMP.
9.
THICKEN EDGE TO FULL DEPTH OF ADJACENT CURB
SECTION.
A
CL
B RAMP
O
MIN MAX
a m
A 1-5 8" 2-3 8"
B 5 8" 1-1 2" O
C 7 16" 3 4"
D 7 8" 1-7 16"
DI
iD
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DETECTABLE WARNING PATTERN
Fidalg o Flats
1014 18th St. Anacortes WA
SITE PLAN
SHEET NO:
A2.0
DPD APPROVAL STAMP: