21214 82ND PL W.PDF11111111 lill
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21214 82ND PL W
0 0 4) 0
ADDRESS: fl,'2-141 e,)l- W-
,TAX ACCOUNT/PARCEL#:
BUILDING PERMIT (NEW STRUCTURE)#:
COVENANTS (RECORDED) FOR:
CRITICAL AREAS #: DETERMINATION: Conditional Waiver 0 Study Required kw—aiver
CRITICAL AREAS #: DETERMINATION: Conditional Waiver E] Study Required E] Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORD FOR:
PERMITS (OTHER — list permit #'s):
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE:
LOT:
BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #:
GEOTECH REPORT DATED:
STREET USE/ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DST's\Forms\Jana's Street File Checklist 5-14-08.doc
of (1b
DEPARTMENT OF BUILDINGS
Tf ME T
f:tTtt'rftW-tt of-:(v alit
.PER International Building Code Section 110
Occupancy established by this cerat ificate: Dwelling Units: N/A
B/Sl
6'-tbrnstruction: VB
No. Stories: 1
Basement: N/A
Maximum Occupant
(Per IBC 1004)
Room'capacity s�gns, WA e t -remain posted at all times.
21214 — 82nd Place W
Owner of Building: Beniamin &,BarVakaZAin;-, -Ad d fie s SIT 6 n a 6 t: SP C e:
THE Cain Buildina HAS 66MPL-i(ING WITH THE REQUIREMENTS OF THE 2006
PIR - V
EDITION OF THE INTERNATIONAL BUILDING CODt�' �kDOPTED.dYtH.'E."'C*i'T-.*"Y'--FOO.t:T.HE,.G'."O'UP AND DIVISION OF OCCUPANCY AND THE USE
FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED.
Issued this 9 th :A4'c , if December, 2008
CHIEF BUILDINTIFFICIAL
BY: A
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured and shall be maintained in legible condition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official.
0
0
Date:
To:
From:
Subject:
MEMORANDUM
August 18, 2008
Street File
Mike Clugston, Planner
Staff Design Review for BLD-2008-0535
As part of the City's review of the above permit, design review was required per ECDC 20. 10.
Because the changes to the existing structure and landscaping did not exceed the threshold
requiring Architectural Design Board review, the review was completed by staff.
This proposal involves the remodel of an existing two-family residence to an office use at 21214
82 "d Place West. The site is surrounded by similarly -zoned multifamily parcels (RM) or
neighborhood business (BN). As this is a transitional area east of Five Comers, some parcels are
developed to what the zoning would allow (multifamily, small business) while others are
developed with single-family or institutional (church) uses. Offices like that proposed are
allowed in the RM zone with a conditional use permit (CU-07-73).
Several exterior improvements are proposed for the structure including the addition of a parapet
wall on the southern portion of the building as well as new or updated doors and windows on all
elevations. The eastern (street) fagade will be clad with cedar shingles to match what exists on
the rest of the building while the entry and comers will be set off with brick. Four parking spaces
are being provided and the existing landscaping on the eastern portion of the site is being
enhanced accordingly to soften the appearance of the parking area. The structure meets all
zoning requirements for development in the RM-2.4 zone per ECDC 16.30, with the exception of
existing encroachments of structures in the 10' side setbacks (north and south). No signage was
proposed but any future signage must the requirements of ECDC 20.60.
With respect to the general design criteria in the Comprehensive Plan (p. 73), the proposal is
approved. The exterior improvements and enhanced landscaping will make this remodel an
attractive update within the Five Comers area.
PLAWING DATA
New Commercial / Multi -Family Projects
fi�
Name� C I
Site Address: 92-
Date:
Plan Check I$: BLD - zaor— 05-3 5-
Project Description: �c 615 e- (9F,*E' '�D
Use(s) Proposed: _(C
Allowed Use: (� �SO) Cu
CUP File Number: 011V 2,00 -7 0 0 -7
To Allow What Uses. -
Legal Nonconforming Land Use Determination Issued: (YES
Reduced Site Plan Provided: (YES I NO)
Zoning.- eltf
Map Page: z 06
Comp Plan Designation
Corner Lot: (YES I
Flag Lot- (YES i'
ADB File Number (date waived).- A44.
Lot Area: 9S-930
Plans Match ADB Approved: (YES I NO) /V/4
Shoreline Required: (YES I
Critical Areas Determination #.- CkA- -2-0,,rff G C) (5
El Study Required
)�L_Waiver
SEP�A 9etermination.- (y
Ld-Exempt /10
El Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
Ballinger. Requires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form
M�qijire�04cks
Street:
Sid
S
R�y
Adt&W SetbieWs.,
Street-
S7_
Side:
q 42ACS
Lot Coverage+*R-Rurratred: '-/s
Lot CoverageW-A"rovided:
Lot CoveragejfAWCalculations: wo UR-1�1'W'c77 2(9 0 0 Lt
A
Datum Point:
Datum Elevation: Y2!0 -
Maximum Height: Z S-*k �_O- 6 5)
Actual Height: .4
Subdivision:
Lot Aggregation Required. -
Landscaping Matches AD6 Approved: IVA_
Landscaping Bid Provided: (YES I NO)
i in C 19k
Bond Amount (100% Bid):
Plan Review By: R e 4��_ 9
(,
0 0 0 0
PLANNING DATA
New Commercial I Multi -Family Projects
L�i
Business Name
Type/Use
Parking
R;Atio
Tenant
Area
Required
Parking
q-7
J
�00
100c)
(C P__
t Cf O'D
-7 E6
9 6�s-
.8 O'C)
-7 6
'57
May rota"I Parking Required.
Total Parking Provided--
Nalfi-Fami /S
# Bedrooms per Dwelling Unit
Parking Ratio
�Units
Required
Parking
Studio
I Bedroom
5/D.U.
2 Bedrooms
1.8/D.U.
3 + Bedroo
2.01D.U.
Total Parking Required.
ro tal Parking Pro vided.-
0 or
OOZ61(�:_ c- 4co
Z6. 0
L/ I Y. q t,�- -z- 4 S'O
0_7
Plan Review By:
#P20
CA File No: Z100
Critical Areas Checklist
Site Information (soils/ topography/ hydrology/ vegetation)
1. Site Address/ Location: .2-1 :2- 1 tw_ P L_
2. Property Tax Account Number: 0<peo
3. Approximate Site Size (acres or square feet): —
4. Is this site currently developed? :)Lyes; _ no.
If yes; how is site developed?. :!5"t .a isr Ez-
5. Describe the general site topography. Check all that apply.
Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet
over. a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Approx. Depth: 14 P�
7. Site contains areas of seasonal stan i g water: D ;Approx. Depth: C�
What season(s) of the year? r� P�
— r
8. Site is in the floodway floodplain N 40 of a water course.
9. Site contains a creek or an area where water flows across the grounds surfa;�7/ Flows are year-round?
- N '0 - Flows are seasonal? N 0 (What time of year?
10. Site is primarily: forested W meadow W 0 shrubs :5or�� mixed
urban landscaped (lawn, shrubs etc)
11. Obvious wetland is present on site: "10
For City Staff Use Only
1. Plan Check Number, if applicable?
2. Site is Zoned? Q AA — -7) - L/
3. SCS mapped soil type(s)? S- Al ck�
-_ynrW Urt,-,,n p Ang �K
4. Critical Areas inventory or C.A. map indicates Critical Area on site?
5. Site within designated earth subsidence landslide hazard area? Aln,
DETERMINATION
STUDY REQUIRED WAIVER
Reviewed by- Date: r,_-Jtn1r)Q
„a C. I % 9,J
0 #P20
Itity. of Edmonds
Development Services Department
Planning Division
Phone: 425.771.0220
Fax: 425.771.0221
'Me Critical Areas Checklist contained on this form is to
be filled out by any person preparing a Development
Permit Applicationfor the City of Edmonds prior to
his/her submittal of the application to the City.
The purpose of the Checklist is to enable City staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The information
needed to complete the Checklist should be easily
available from observations of the site or data available at
City Hall (Critical areas inventories, maps, 'or soil
surveys).
Date Received: -
City Receipt#:
Critical Areas File#: 7-00'? - DO—T-S---
Critical Areas Checklist Fee: $135.00
Date Mailed to Applicant:
A property owner, or his/her authorized representative,
must fill out the checklist, sign and date it, and submit it
to the City. The City will review the checklist, make a
precursory site visit, and make a determination of the
subsequent steps necessary to complete a development
permit application.
Please submit a vicinity map, along with the signed copy
of this form to assist City staff in finding and locating the
specific piece of property described on this form. in
addition, the applicant shall include other pertinent
information .(e.g. site plan, topography map, etc.) or
studies in conjunction with this Checklist to assistant staff
in completing their preliminary assessment of the site.
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees
to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable
attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or
incomplete information fumished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this applic 0 onVe behalf of the owner as listed below.
-10 -
SIGNATURE OF APPLicANTIAGENT sy��-Zlic DATF. 6 1-7 /0
Property Owner's Authorization
By my signature, I cer* that I have authorized the above Applicant/Agent to apply for the subject land use application,
and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the
purposes of inspection and posting attendant to this ap lication.
<�� � , .2- —
SIGNATURE OF OWNER ; 7,/'. �Y” > �,/J L D A T E
PLt:AbF- PRINT CLEARLY
Owner/AppHcant: Applicant ]Representative:
flEa-" - N ptc��,, rvk e-C�O-A CP-, I rJ S DCA 0 Cl-
Name Name - -
t --<T- 2- 37 41 G-L�� -bn. -9�1-[3 2 S-00Y -r At< ^X-
Street Address Street Address
Nv," r-0,2�� . WA k/P4 fY? -3
City State Zip city C/ State Zip
,;L� 51 If
Telephone: 3.G -)nA
5�,T 1-4- Telephone:_ 3 k -
Email address (optional): Email Address (optional): 5/
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RecavED
STREET FILE CITY OF EDMONDS JUN 212008
BUILDJUG DEPARIM NT
TRAFFIC IMPACT ANALYSIS c'Ty I ED
WORK SHEET APPROWD AS NOTED
ilk GINEERING
0
Name of Proposed Project: Cain Property Office Space Remodel
Owner/Applicant:
Beniamin & Barbara Cain
Name
19707 60' Ave W, Suite 101
Street[Mailing Address
Lynnwood, Washington 98036
city State Zip
Telephone: (425) 774-8924
Applicant Contact Person:
Lovell Sauerland & Associates. Inc. — Rob Lon
Name
19400 33,d Ave W. Suite 200
Street/Mailing Address
Lynnwood, WA 98036
City State Zip
Telephone: (425) 775-1591
Traffic Engineer who prepared the Traffic Impact Analysis:
LSA Engineering Robert Long, PE 425-775-1591
Firm Name Contact Name Telephone
1. PROJECT DESCRIPTION
a. Street address (if known): 2121482 d pl W, Edmonds, Washington 98026
b. Location: Located on the west side of 82"Pl W approximatelv 100 feet south of the intersection of 82""
Place W. and 212" Street SW. See attached vicinily map and site plan. (Attach a vicinity map andsite plan.)
c. Specify existing land use: One (1) parcel containing one (1) Single Family Home
Existing single family home to be remodeled into
d. Specify proposed type and size of development: 1,575 sq ft general office and 1,024 sq ft Storage Space
e. When will the project begin construction and when will it be completed? Summer 2008/Spring 2009
f. Define proposed access locations: — The existing driveway accessing 82 "d PI W will be moved to the center of
the lot ( approximately 30 feet north).
g. Define proposed sight distance at site egress locations: A visual field inspection was made of 82 "d pl W in the
vicinity of the proposed project's access point (existing driveway to be moved 30 feet north). Generally, fo
a posted 25 mph street the minimum stopping sight distance (SSD) and intersection sight distance (ISD)
tvnicallv range between 155 to 280 feet on level grades (based on AASHTO's A Policv on Geometric
horizontal and vertical
intersection
PALSA Engineering Docs\5000 thru 5099\5088\.5088.TraflmpAna]yWork.doc
14
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be
calculated from the Edmonds Road Impact Fee Rate Study Table 4 and as identified in ECDC 18.18.120, except as
otherwise provided for independent fee calculations in ECDC 18.82.130.
The mitigation for the proposed as calculated per the above requirements is as follows:
General Office Space (ITE Land Use Code 710) 1,575 sq ft X $ 1.81 per sq ft $2,850.75
Mini -warehouse (ITE Land Use Code 151) 1,024 sq ft X $ 0.32 per sq ft = 327.68
Less I existing Single Family Home (ITE Land Use Code 210) $(840.72)
Net traffic mitigation fees $2,337.71
If you have questions or need additional information, please do not hesitate to call.
Robert L. Long, PE
PALSA Engineering Docs\5000 thru 5099\5088\5088.TraflmpAnalyWork.doc
Township 27
Range 04
Section 30
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Legend
Parcels
N
Snohomish C -ty disclaims my warramy of merchantability or
0 Mailing Radius (300 ft)
warranty of finc" Of this dam (or map) for my particular puipose.
Selected Parcels
W --l!!!( E
either express or implied. No representation or warramy is made
concerning the accwacy, currency, completcrim or quality of data
Snohomish County
PLSS Grid
depicted. Any user of this dam (or map) assumes aill responsibility
for use thereof, and further agrees w hold Snohomish Cowry
Application Pro�icled by:
harmless from and against my damage, loss, or liability anising
Inforination ServicesIGIS
Parcel of Interest
S
from my use of this data (or map).
August 24, 2007
t
tj o Rl
I'Mo
CHARLES C. LEE
Budding O'.Vpnsr
IL BOX 1306 Mukilteo. WA 98M
25) 7*eW . (425) 34&8=
/ It :- Aoreo)( 13
CITY INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
5-1/2'
1' R
1' BATTER
4.
4
.4 0.05 FT/FT
4. 1' 4
4 4 4
4
61
4
4 4.
44
4 4
18' STANDARD
247 �ARTER�I
2'- 5/8' MINUS CSTC
NOTES,
1, FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. EXPANSION JOINTS SHALL BE PLACED ADJACENT
TO CATCH BASINS.
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY (CONSTRUCTION) JOINTS EVERY 5 FEET.
4. EXPANSION JOINTS SHALL HAVE 1/2' TO 5/8' WIDE
PREMOLDED JOINT FILLER,
5. CONCRETE SHALL BE CLASS 3- 300OPSI,
6. FINISH SHALL BE LIGHT BROOM,
7. CURB SHALL BE SPRAYED WITH CLEAR CURING
""Eff
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FRE
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF
CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM
DENSITY.
Est. 18911
'o. N.'"D - S ..
REVISIONS STANDARD DETAIL
APPROVED BY DATE
D. GEBERT 4/27/05 STANDARD TYPE "A" CURB/GUTTER DETAIL
D, GEBERT 4/2/07 DATE 7/24/01 1 SCALE NTS I DWG NO. E2.8
CITY INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
ION JOINT
10, DUMMY JOINT
4
4..
4 .
4'
. . : '.. 4
.4
4.:
44
4
4
2' MIN.
10, O.C. 5' 0. C SAW CUT ACP A MIN.
rIC' 01 CDrIM rnrx' ric,
FULL DEPTH 1/2' EXPANSION
JOINT MATERIAL--\
12! ---
Lor-ck-4-e. c"'eF
4u.- 120
rl,L peeo Vl CR e-'4.
lon e ic' ce.%+e.-
4:-
4 .
2' MIN.
SAW CUT
PLAN
2%
5/ )rO 7'
4.-
4:
GUTTER,
UNDISTURBED EARTH OR
SECTION '*�\COMPACTED NATIVE MATERIAL
UNLESS OTHERWISE SPECIFIED
BY ENGINEER I
2'- 5/8' MINUS CSTC
N 0 T E:
1. CONCRETE SHALL BE CLASS 3- 300OPSI
2. CONCRETE SHALL BE BROOM FINISHED
3. SIDEWALK THICKNESS SHALL BE 5-1/2'.
4. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK,
5. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK
6. CONCRETE SHALL BE SPRAYED WITH CLEAR CURING COMPOUND
OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS,
7. SAW CUT AND REMOVE ACP PAVEMENT A MIN, OF 2' FROM GUTTER
FACE TO INSURE ADEQUATE COMPACTION OF ACP AND GUTTER SUBGRADE
Est. 189U
C -ITY
0. 0 N.''D
REVISIONS STANDARD DETAIL
APPROVED BY DATE
D. GEBERT 4/27/05 CONCRETE SIDEWALK
D, GEBERT 04/2/07 DATE 7/24/01 1 SCALE NTS I DWG NO' E2,13
2' MIN SAW CUT
EXISTING PAVEMENT
301 Af,4 (2-CA r
NOTE,
1. IF DRIVEWAY WIDTH EXCEEDS
15', INSTALL A FULL DEPTH EXPANSION
JOINT,
2, DRIVEWAY APRON SHALL BE A MINIMUM
OF 6' THICK AND SHALL BE PLACED ON
2' OF 5/8' CSTC AND COMPACTED GRADE,
3. A MINIMUM 2' SAW CUT IS REQUIRED IN
THE ASPHALT WHERE NEW CURB / GUTTER
IS PLACED (SEE DETAIL ABOVE).
CONCRETE SHALL BE CLASS 3- 300OPSI
PANSION JOINT
OR
16' VERTICAL CURB
(TO MATCH EXIST, ONLY)
EXPANSION JOINT
1/2' LIP lz
via s 6' CURB
CURB AND GUTTER SHALL BE POURED
SEPARATELY FROM THE SIDEWALK,
CITY INSPECTION REQUIRED ON FORM WORK
PRIOR TO POUR,
REVISIONS
APPROVED BY DATE
D. GEBERT 10/6/03
D. GEBERT 01/15/08 DATE
Est. isqu
DRIVEWAY CURB TRANSITIONAL DETAIL FOR
CURB AND GUTTER OR VERTICAL CURBS
STANDARD DETAIL
STANDARD DRIVEWAY ENTRANCE
SCALE DWG NO.
7/24/01 1 . NTS I E2,26
0
40
STREET FILE
REGARDING: 21214 - 82nd Place West
(address)
R E C 0 R D 0 F C 0 N T A C T S
NAME PHONE NO
DATE J, . I COMMENTS
ADDRESS of CALLER
5/l/74 Harry Foster Certified Letter No. 406324 sent
requiring hook-up within 60 days.
5/22/74 Letter handdelivered.
6/5/74 Certified Letter No. 406489 sent
rescinding previous letter.
ACTION TAKEN INITIALS
Letter returned. Not claimed at TE
Post Office.
D.T.O.S. TE
Letter received. TE
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jjV�N'�h# orlitaboiad article detcribed belc;w
WASHINGTON
A
Cy 98020
EDMONDSi
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FEES
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RETURN It elivered 354,
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RECEIPT 2 Shows Ti date and where d
to ""' L
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OF SSEE'S AGENT, -IF ANY,, - SERVICES V W
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DELIV R TO.ADD SSEE ONLY . ..........
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—_�P_ECIAL DELIVERY (extra fee req,
(See other side)
COVERAGE PROVIDED —
PS Form
3900 OT FOR INTERNATIONAL MAIL
Apr. 197
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RETURN Shows to whom' to esse y
date and whelre delivere
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DELI squire
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(IV PAGE OROviuEO— po: 97oo.39750
7( %a
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7, p 197
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NO INSURANCE
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for
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799V
APProved:
DATE: ................................................ BY /�
it
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07 1
ce4,"
S. k1VI-L.. 7,-ofti- S -J-Ao*w� I
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11 �slog
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o,v.r9f. I Opp$-4),"c 4 of As 061 14
APPRO 0 AS NOTED
MINEERING
c-, -444.� �:� AFVi;&
7i!
ete-.: / "2- c a REET FILE OCT002000
ST
BUILDING DEPARTMEmT
CITY OF EDMONDS
2' MIN SAW LIT
EXISTING PAVEMENT
"EET
SEE ETAIL B W
2-c4c*,"A y
7 y 4
IV6 'yupr
.&y 41cp
clry
XPANSION JOINT
SEE NOTE 'I.'
EXPANSION JOINT 1:12
1?4
Af,4,k,.
-c4,9 '4y-lAll1Aj
NOTEi TYPE 'A' CURB AND GUTTER
1. IF DRIVEWAY WIDTH EXCEEDS OR
15', INSTALL A FULL DEPTH EXPANSION 16' VERTICAL CURB
JOINT, (TO MATCH EXIST. ONLY)
2. DRIVEWAY APRON SHALL BE A MINIMUM
OF 6' THICK AND SHALL BE PLACED ON
2' OF 5/8' CSTC AND COMPACTED GRADE, EXPANSION JOINT
6'
3. A MINIMUM 2' SAW CUT IS REQUIRED IN
1/2' LIP
THE ASPHALT WHERE NEW CURB / GUTTER
IS PLACED (SEE DETAIL ABOVE). SLOP'-i
6' CURB
CONCRETE SHALL BE CLASS 3- 300OPSI
DRIVEWAY CURB TRANSITIONAL DETAIL FOR
CURB AND GUTTER SHALL BE POURED CURB AND GUTTER OR VERTICAL CURBS
SEPARATELY FROM THE SIDEWALK,
CITY INSPECTION REQUIRED ON FORM WORK
PRIOR TO POUR,
REVISIONS
STANDARD DETAIL
APPROVED BY
DATE
1
D. GEBERT
10/6/03
STANDARD DRIVEWAY ENTRANCE
D. GEBERT
01/15/08
DATE
SCALE
DWO LNO.
18910
7/24/01
NTS
E2.26�j
STANDARD TYPE 'A'
CURB/GUTTER DETAIL
(E2.8)
2' MIN SAW CUT
Est. 1890
5/ 21
2%
TACK CONC, SURFACE
2'- 5/6' MINUS CSTC
2' CLASS 'B' ACP
4' -5/8' MINUS CSTC
NOTE;
PAVEMENT COMPACTION- 91% RICE DENSITY
SUBGRADE AND TOP COURSE COMPACTION - 95% (ASTM1557)
CITY INSPECTION REQUIRED ON ALL EROSION CONTROL
MEASURES BEFORE WORK CAN BEGIN,
CURB/GUTTER FORMS AND SUBGRADE INSPECTION REQUIRED
PRIOR TO POURING AND BEFORE APPLYING ACP
..C- I-TY'..'O F. .-E-D M-0-N. D-S..".
REVISIONS STANDARD DETAIL
APPRGVM BY DAM
D. GEBERT 4/27/05 ASPHALT WALKWAY
D. GEBERT 04/2/07 DATE 7/24/01 1 SCALE INITS I DWG No- E2.12
a
5-1/2'
V R
CITY INSPECTION REQUIRED ON FORM
WORK PRIOR TO POUR
V BATTER
4
1'R
0.05 FT/FT
4
4. 4
4
4
6'
4
411
. 4 4
18' STANDARD
24' ARTERIAL
NOTESi
1, FORMS SHALL BE TRUE TO LINE AND GRADE
AND SECURELY STAKED.
2. EXPANSION JOINTS SHALL BE PLACED ADJACENT
TO CATCH BASINS.
3. EXPANSION JOINTS SHALL BE EVERY 10 FEET
AND DUMMY (CONSTRUCTION) JOINTS EVERY 5 FEET.
4. EXPANSION JOINTS SHALL HAVE 1/2' TO 5/8' WIDE
PREMOLDED JOINT FILLER.
5. CONCRETE SHALL BE CLASS 3- 300OPSI.
6, FINISH SHALL BE LIGHT BROOM.
7. CURB SHALL BE SPRAYED WITH CLEAR CURING
COMPOUND OR SHALL BE COVERED AND KEPT MOIST
FOR 72 HOURS.
8. ALL SIDEWALKS POURED BEHIND CURB IN
DRIVEWAY AREAS SHALL BE 6' THICK OVER 2' OF
CSTC WITH SUBGRADE COMPACTED TO 95% MAXIMUM
DENSITY.
Est. 1890
'- 5/8' MINUS CSTC
REVISIONS STANDARD DETAIL
WPMVED BY DATE
D. GEBERT 4/27/05 STANDARD TYPE "A" CURB/GUTTER DETAIL
D. GEBERT 4/2/07 DATE 7/24/01 1 SCALE NTS IDWO NO. E2.8
. . Y
ACCESSIBLE
PARKING STALL
ICCIANSI Al 17.1 - 2003
Totalftridng
Spaces
PrcMdLd
RequiredIVIninun
Number of.
AxessibleSpapes
11o2_1
1
g__
to So
2
51 to75
3
76 to too
4
101 to 150+—
5
1
6
10310
7
301 . 0
a
401to5W
9
Sea additional requirements In
ISC 1106 based on occupancy
V"R K
"oV,
. . . . . . . . . . .
"Id
4"
M.
ACCESS AISLE STRIPING OPTIMS
15.8 2,57 V I L LA, E 1%, LL C R FE S 14 WA. 91601 Z
!:Im -8 729_
MMI.'�,,M
()/G & SIDEWALK FORM
INSPECMONS MEQUIRM
ou
low;,Joo
491 'Al
_Mmtnf-M--Mis pe�mit approv�4 prouss shall be
in4rpreted as allowing or permitting the
Mtuntenance of any currently existin
y illegat
nonconforming or uppepii6�Eed building, structure
or site condition which is uaw,-de the scope of the
gennit application, regardlew'of whether such
uilding structure or condition is'shown on the
site plan or drawing. Such building, structure or
eondition may be the subject of a separate
enforcement action,"
C
T. %�
A
*:'QPC iMBLOOn"
WERXONTRAC.'� . H 11 T, H
EROSION CONTROL. AND DRAI*W N1. .
1,702.G 4
Lf :z
P. ic-;: c F
AiND PERw
I_vloG4 8ECUIRM
_.HOUSE 570RAG-E 2400 96
NEW rAV1P4C— )81 is th
TO 7A L is CP
R116Uv4U BY I N G
oe
Corner Flag
Zone
-Setbacks !�_ �uired
/0 E: 2* Actual
Front q0. -7,
SideS L tj [Q
Rear 3-q -gist
APPRO AS NOTED Other'vi 213
INEERING Height 15-
�a t e:
'STR;
EET FILE
TES REQ'D RESUB
MS PROPOSED AUG 2 12008
:'E PARKING SPACES BLAbRN011F%F0_PART'M�
MON