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HomeMy WebLinkAboutPlan, Tentative PLANNER 7/14/2014/ I j / / / J i �. r ,... GENERA. NOTES APPLICANT: Hayden Homes 2464 SW Glacier Place, Suite 114 Redmond, OR 97756 Contact: Jesse Lovrien Ph. (503} 888 -4985 e -mail: jlovrien��Hayden- Homes.com SITE information: Map. 1$024512 Lot: 900? Tax Account #: 0567413 PROJECT CONTACT: PLS Engineering Contact: Travis G. Johnson 2048 G Street Vancouver, WA 98663 PH: (364} 944 -6519 Fax: (360) 944 -6539 tavis a�plsengineering.com The Applicant proposes to subdivide the parcel into 32 single family lots far detached homes, utilizing the LDR standards, setbacks, and height requiremen #s. Tract A will function as open space for stormwaterlwetland mitigation and to preserve a portion of the trees on the site. This project is within the LDR zone of the City of Springfield, a low Density Single family Residential zone. Site Area - -5.36 acres (233,408 sq ft }. Total Number of lots = 32 Minimum Lat Size = 4,6a3 sq ft Maximum Lot Size = 8,749 sq ft Average lot Size = 5,415 sq ft (based on gross lot area) Net Density: 32 lots f 3.97 net acres = 9 DU1AC � . - -.1•. Located in the NW 1/4 of the NE 1/4 of Section 5 T18S, R2W, W.M. in the City of Springfield, Oregon Public Sewer Purveyor =City of Springfield Public Water Purveyor = Springfield Utility Board There are na known wells or septic systems on the site. If any septics or wells are found during site development they will be properly abandoned. There are no existing structures loco #ed on the site. Pedestrian facilities will be provided onsite by sidewalks along all proposed roadways, Proposed building dimensions are unknown at this time and will depend on market demands. Homes will comply with all setbacks within the Springfield Development Code. Roof drainage will be directed to the adjacent streets by way of weep holes through the curb. Right -ofi way Dedication to City of Springfield = Q.954 The site is not located within a Wellhead Protection acres (41 -,561 sq ft) done. "!' �' .. � Site soils are Hazeiair silty clay loam (52B), Ritner cobbly silty clay loam (1130), Salkum silly clay loam {121 B }, Holcomb silty clay loam {56). Roof drains to be piped to weep holes in roadway curb. Setbacks Table Setback Type Distance Side Yard 5' Street Side Yard 10' Rear Yard 7 0' Front - Garage 18' Franc Building 10' �- �„ "__ --_� (b� �w �f C� '"�+.. `"•. "`�-, "`..,. i... �' f�..___. _._...__�_.L1.___... VICINITY SAP NOT TO SCALE A i � � i •t N .� t/3 a 0 � �� •� � � d' e-t 0 cYi a� a ti ! �,�. II ;� • J },. .r�R = ...... j wi � 1 � s 4 , . � � � } _r _.... . ��t � . , �. : , ", � . t .r, ��� .., .._ ��W �� � �� � � air ... �� ia� St ' , iSy �� �� w ��„ • �� �, �. �, -- �° ,� ��. �4 ���, it c,.���,�p+�r t� �y c�n��� _ ��.. _ � w�p_. �� '"�+.. `"•. "`�-, "`..,. i... �' f�..___. _._...__�_.L1.___... VICINITY SAP NOT TO SCALE A i � � i •t N .� t/3 a 0 � �� •� � � d' e-t 0 cYi a� a ti ! �,�. II ;� • J },. .r�R = ...... j wi � 1 � s 4 , . � � � }