HomeMy WebLinkAboutApplication APPLICANT 7/29/2021City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Floodplain Overlay District Development
SPR MEL
Required Project Information
Applicant Name:
(Applicant.,
complete this section)
Phone: O 026
Company:
Fax:
Address: zqfJ.0
Applicant's Rep.:
Phone:
Company:
Fax:
Address:
Property Owner:
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Phone: .�j0 O'?"
Company:
Fax:
Address:
ASSESSOR'S MAP NO:
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TAX LOT NOS
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Property Address:
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Size of Property:
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Acres Jfl Square Feet ❑
Zoning:
Existing Use: Q.e
Description of If you are filling In this form by hand, please attach your proposal description to this application.
Proposal: fvKi �
Signatures: Please si n and riot our name and date in thea#m.
Associated Cases:
riate box on the next a e.
Case No.: pl��
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ate: O2°,!�
Reviewed by:
Application Fee:
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TechnicalFee: ��� Jv
Posta a Fee: O
TOTAL FEES: p�- -,
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PROJECT NUMBER:
Revised 1/1/08 Molly Markarian 1 &4
Floodplain Overlay District Development Application Process
1. Applicant Submits a Floodplain Overlay District Development Application to the
Development & Public Works Department
The application must conform to the Floodplain Overlay District Development
Submittal Requirements Checklist on page 4 of this application packet.
Planning Division staff screen the submittal at the front counter to determine
whether all required items listed in the Floodplain Overlay District Development
Submittal Requirements Checklist have been submitted.
Applications missing required items will not be accepted for submittal
2. City Staff Conduct Detailed Completeness Check
• Planning Division staff conducts a detailed completeness check within 30 days of
submittal.
• The assigned Planner notifies the applicant in writing regarding the completeness of
the application.
• An application is not be deemed technically complete until all information necessary
to evaluate the proposed development, its impacts, and its compliance with the
provisions of the Springfield Development Code and other applicable codes and
statutes have been provided.
• Incomplete applications, as well as insufficient or unclear data, will delay the
application review process and may result in denial.
3. City Staff Review the Application and Issue a Decision
• This is a Type I decision and thus is made without public notice and without a public
hearing since there are clear and objective approval criteria and/or development
standards that do not require the use of discretion.
• Decisions address all the applicable approval criteria and/or development standards.
• Applications may be approved, approved with conditions, or denied.
• The City mails the applicant and any party of standing a copy of the decision, which
is effective on the day it is mailed.
• The decision issued is the final decision of the City and may not be appealed.
Revised 1/1/08 Molly Markarian 3 of 4
1495 Harbor Dr Springfield OR 97477
Narrative forthe proposal for 1495 Harbor Dr Springfield OR 97477 tax lot 500. The Base Flood
elevation is 448.2 feet and the bottom floor is 443.5 feet. To get to the proper elevation of 449.4 feet
which is above the minimum 1 foot above the Base Flood elevation. Contractor will bring in gravel for
the base to place 6 -inch fiber reinforced concrete runners with 8 -inch thickened edges to place the
supporting jacks to get to the proper elevation. It will have 5 courses of 6 -inch split faced concrete
blocks shimmed and trimmed w/ crawl access 2), horizontal beams w/ vertical uprights 4" O.C. and
grout filled. This will contain 18 permanent flood openings (1944 sq in of flood openings for the 1325 sq
ft of crawl space) within 1 foot of the adjacent grade and the home will be secured to the concrete
runners with the appropriate amount and type of flood tie downs as required by the current building
code.
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�� Gooden Harrison Gonstruetion Co.
1441 HWY. 99 N. • EUGENE, OREGON 97402
cce ream (541) 689-7762 • FAX: (541) 689-2403
STEVE REAVES SITE: E495 HARBOR DR.
EM: mhsteve &.v-ahoo.com MFG. HOME: USED
MODEL: 27'X 52'
ESTIMATE BY RYAN 7/6!2 t
EXCAVATION: EXCAVATE SITE FOR MFG. HOME, FURNISH, PLACE
& GRADE UP TO 80 YARDS OF GRAVEL BASE. INCLUDES ROLLER
COMPACTOR DOES NOT INCLUDED COMPACTION REPORT IF
REQUIRED. 5,000.
CONCRETE FOOTINGS: 6" RUNNER W/ FIBERMESH REINFORCING,
8" THICKENED EDGE W/ (2) #4 REBAR CONTINOUS. 6,959.
CONCRETE PUMP: 850.
SKIRTING: (5) COURSES OF 6" SPLIT FACED BLOCK, SHIM AND
TRIMMED W/ CRAWL ACCESS, (2) HORIZONTAL BOND BEAMS W/
V ERTICLE UPRIGHTS AT 4' O.C. & GROUT FILLED. 10,953.
NOTE: SKIRTING COST CONTINGENT ON FINAL ENGINEERING DESIGN.
TOTAL $22,912.
NOTES:
1. ESTIMATE SUBJECT TO REVIEW AFTER 60 DAYS.
2. ANY SITE PREP FOR DELI VERY OF HOME NOT INCLUDED.
US. R€PAR[M[aay OF NOMEFAFA SEAIRM1Y
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SECMN B -FLOOD INSURANCE RATE MAP (FIRM( INFORMATION
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SBOMO 1 C -BUILD N I ELEVATION INFORMATION (SURVEY REQUIRED)
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SECTION D–SGRYEMR, ENGINEER, OR ARCMTECT CERRFlCATION I—
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ELEVATION CERTIFICATE, page 2
wiwra m oa Pre m wnlu c wdh a W IrIg Permd �bythe CHy of Spdng&ld- The bwest
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SECTION E-BUUJ (NG Ell
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ex�unre?QYes QNd ❑GNngwn. the tical aH�mustcertdyhls irdprrmdan in Section G.
SOMON F–
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Address
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WIP is aulhOrixed by bwtp certify elevation irt(«mmian. (EtErafetM matte and date atthe elevalbn data el Ne Commen6 area below.)
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GSG.CammnhHs deslOr Rddl etmaH«t _._ ll a Qrnalns GaWM
❑Cbedchere Hahacbme�.
iFAtft Fenn GS M (7/12) Replaces aH P.. add=.
ELEVATION CERTIFICATE, page 3 BIALOING PHOTOGRAPHS
See Instructions for Item A6.
Unit. Sfte, and/or BIEg_ No.)
If using the Elevation Certificate to obtain NHP flood insurance, affix at least 2 building photographs below according W the Instructions
for Item AB. Identify all photographs with date taken; 'Font View" and 'Rear View'; and, if required, 'Right Side View' and 'left
Side View.- When applicable, photographs must show the foundation with representative examples of the Wood openings or vents, as
indicated in Section AB. If submitting more photographs than will fit on this page, use the Continuation Page.
FEMA Form 086U33(1/12) Replaces 0 amid ra editars.
ELEVATION CERTIRCAFE, paps 4 BUILDING PHOTOGRAPHS
Contlnvation Page
d omc Na
asubmiafig mere phdtdgaphs than w H ffi ort Uhe preceding page, aft the adffeamal photographs below. Iden* all photographs MM:
date tala:n; "Rant VieW and'Rear Yew"; and, a rego"ued,'RigM Silo Ylew' and "tett Side Vtew." When appfimble, photographs must
show the foundation with represan"dAe examples of We Mod apenb�gs m vents, as indicated a, Seeaon @a_
Baa baaoa� nnn
RePlarE:r aII RranMis ¢Hoar¢.