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HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/14/2014 (2)a 0 V• �. S GENERAL NOTES APPLICANT: Hayden Homes 2464 SW Glacier Place, Suite 110 Redmond, OR 97756 Contact: Jesse Lovrien Ph. (503) 888 -0985 e -mail: jlovrien @Hayden- Homes.com SITE Information: Map: 18020512 Lot: 9001 Tax Account ##. 0561413 PROJECT CONTACT: PLS Engineering Contact: Travis G. Johnson 2008 C Street Vancouver, WA 98663 PH: (360) 944 -6519 Fax: (360) 944 -6539 travis @plsengineering.com SOUTHERN .. ti ST34 The Applicant proposes to subdivide the parcel into 32 single family lots for detached homes, utilizing the LDR standards, setbacks, and height requirements. Tract A will function as open space for stormwateriwetland 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 Lot Size = 4,603 sq ft Maximum Lot Size = 8,709 sq ft Average Lot Size = 5,415 sq ft (based on gross lot area) Net Density: 32 lots / 3.97 net acres = 9 DU/AC Right- of-way Dedication to City of Springfield = 0.954 acres (41,561 sq ft) X'X__`X_ X....._ -- X %<------_ 7 4,793 SF a, s LOT LINE (TYP) 1 5,001 SF a*� W 7' X EXISTING 12" & (2� 10" . OAKS TO BE PROTEC' UV Y Y.. ----A _(T YVP) Glacier Meadows Located in the N1/1l 1/4 of the NE 114 of Section 5 T18S, R2W, W.M. in the City of Springfield, Oregon Public Sewer Purveyor = City of Springfield Site soils are Hazelair silty clay loam (52B), Ritner Public Water Purveyor = Springfield Utility Board cobbly silty clay loam (113C), Salkum silty clay loam (121 B), Holcomb silty clay loam (56). There are no known wells or septic systems on the site. If any septics or wells are found during site Roof drains to be piped to weep holes in roadway development they will be properly abandoned. curb. There are no existing structures located 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. The site is not located within a Wellhead Protection Zone. X X X X 6` TALL SITE OBSCURING WOOD FENCE 8 4,774 SF X X X X j--X X X X -r X X ______ —X X X --r- -- _b6' XT""", 9 4,765 SF 561 Setbacks Table Setback Type Distance Side Yard 5' Street Side Yard 10` Rear Yard 10' Front - Garage 18' Front Building 10' ,4C / X --, 12.3 X,X--- .- 85` 32 I 6,357 SF 31 I 5,263 SF ` =) C0 po" [L ? p V. .s. o� € I --'` 15 fn co CL NET 8,272 SF Oo CO Z0 GROSS 8,709 SF Z0 tD25 Go ao 24 23 22 jjj 5,275 SF 5,587 SF 5,589 SF 5,629 SF l i 65' 4 � r 65 65' 2r Q, . I 66 6 5, 1 SF Daisy o. .� 4Q' ROW 28' ROADWAY 4.5' PLANTER 27 1 5' SW 26 5,386 SF 4.5 PLANTER 5,151 SF 5' SW 17 11' PUE & SW 28 Z0 29 ESMT o Zr) CD CD 5,613 SF 5,576 SF Co U Q � CfJ a Z wco pO� aw o. L � O tr oc asimr Rd_- le way 71 r Rd-­------ inch et cv Lo SITE .- 85` 32 I 6,357 SF 31 I 5,263 SF ` =) C0 po" [L ? p V. . :..� o� € I --'` 15 fn co CL NET 8,272 SF Aster St ILA GROSS 8,709 SF r 7 PUE jjj #u l� way, -76' an nia St: V 3 Q, 6 5, 1 SF Daisy o. 40` ROW j r i 28 ROADWAY 40op Forsythia Or 4.5 PLANTER 5' SW 17 ]Rocky Rd 11' PUE & 5,100 SF Holly St SW ESMT U CfJ � O $5 asimr Rd_- le way 71 r Rd-­------ SITE #!: 5,168 SF lk _J SIGHT DISTANCE +� N ESMT (TYP) 3 . :..� o� € co CL Aster St ILA %A #u l� way, an nia St: ' . Daisy 5t 40op Forsythia Or Glacier ]Rocky Rd Holly St asimr Rd_- le way 71 r Rd-­------ SITE 'miles {'� /F;�.I��s!•'.'G^C".�i���l 30 5,434 SF gli�l r f / f .� I TL 10400 AID t E I S Ist ADDITION `I I t E VICINITY MAP NOT M SCALE Sheet Index 1. Preliminary Plat 2. Existing Conditions Plan 3. Grading Plan 4. utility Plan I- Ark O� O bQ bA U F I 1 ,v � `o 0 0 1 t r ! 1 PKI o� co CL r f / f .� I TL 10400 AID t E I S Ist ADDITION `I I t E VICINITY MAP NOT M SCALE Sheet Index 1. Preliminary Plat 2. Existing Conditions Plan 3. Grading Plan 4. utility Plan I- Ark O� O bQ bA U F I 1 ,v � `o 0 0 1 t r ! 1 PKI r � i i '1 ­k A C'% 1 4- SOL17-Air-Aftft, . r% -- L ! ! �-•� C/) �' + 36' ROADWAY I EXISTING 8 PVC !-- + LOT 99 I ! SEWER LINE I ._. T _ _........._ _ _._ ._ _.._ ._ .._.. _.... . LOT 13 \ STM CB #355 SEWER MH #005 RIM 4 7 ! i + I \ ! 96 STM CB #505 + t!) + I \ 6" IE 490.40 IN(NW) !- LOT 7 TL 4800 \ 6" IE 490.39 IN(SW) ! p j I \ " E 90.25 IN(E) +� + I 8 I 4 LOT 10 8" IE 490.22 IN(N) ! ,° + STM MH #102 8" IE 490.17 OUT(S); I �• A �. � RIM 504.29 12- IE 497.12 I ! 12" IE 497.04 IN SE} I I 12" IE 497.01 IN(N) I , IT IE 496.91 OUT(E) ST ST ST ST ST ST ►---- sA sA sA sA sA sA sA sA SA SA SA SA SEWER MH #058 I STM CI #504 HA /LEY COURT RIM 504.82 I RIM 495.86 " () 8 I 12" IE 402.36 (E) & (W) IE 497.28 IN ( E ) 8" IE 497.21 IN(S) TL 4900 I j 8" IE 497.18 OUT(W) I LOT 9 f LOT 8 I LOT 7 ( LOT 14 I fi ! ! GENERAL NOTES APPLICANT: Hayden Homes 2464 SW Glacier Place, Suite 110 Redmond, OR 97756 Contact: Jesse Lovrien Ph. (503) 888 -0985 e -mail: jlovrien@Hayden-Homes.com SITE Information: Map: 18020512 Lot. 9001 Tax Account #. 0561413 PROJECT CONTACT: PLS Engineering Contact: Travis G. Johnson 2008 C Street Vancouver, WA 98663 PH: (360) 944 -6519 Fax: (360) 944 -6539 travis @plsengineering.com Topographic and boundary information provided by Olson & Morris. Elevations shown are based on City of Springfield Benchmark Number 472 located at the intersection of south 46th Street and Holly Street, Elevation = 495.34' NAVD88. The boundary shown is per County Survey File 30235; holding 25' from the centerline of now established Rocky Road Drive. Trees to be saved are noted and trees to be removed are denoted by ()0. �4 a LOT 101 v innc, so UTH ERNP—A—Cl LOT 105 c��•P'd` \ ol LOT' I t Q\V V TL 4800 LOT 10 �> i TL 4900 LOT 9 02 SOU7'!4i-- .fib -az � o ob TL 1300 A '" PF AO Project No. 2371 SCALE: H: 1" = 30' V: N/A DESIGNED BY: TGJ DRAFTED BY: TGJ REVIEWED MG EVI D BY: q C 1 tU 0 •4-4 W ct r A '" PF AO Project No. 2371 SCALE: H: 1" = 30' V: N/A DESIGNED BY: TGJ DRAFTED BY: TGJ REVIEWED MG EVI D BY: q a t t t LOT 10' t t t t t t t t t t t t t t t t t t LOT 105 I � f � I � I � I � I � I � I SOUTHERN EXISTING STORI MANHOLE (TYP) LOT 72 � CIS LOT 11 � LOT 13 Vi ROCKY ROAD DRIV ____- __- _-- _- .___- ____ - - - - -- �---- - - - -�. - - - -�T -- -� .- - - -_ -_ -_- - -- - ' W W W J t EXISTING SEWER EXISTING 8" WATER i MANHOLE (TYP) MAIN LISTING WATER VALVE YP) LOT 2 � C� � MCP EXTG FIRE HYDRANT � a � I Off' � LOT I V (2 )16 MAILBOX UNITS 40' R/W 11' PUE 28' 1 ` 7' 5' 5' 14' 14' 5' 5' I i 2% 2% _ 2% -- 21—° 2" THICK CLASS 'C' WEARING COURSE OVER 2" THICK CLASS 'B' BASE COURSE 12" MIN 1112" MIN BASE ROCK Street Cross Section NTS t_►Mw[MM w I k1^0rC0 gr ST 5t APPLICANT: Hayden Homes 2464 SW Glacier Place, Suite 110 Redmond, OR 97756 Contact: Jesse Lovrien Ph. (503) 8880985 e -mail: jlovrien@Hayden-Homes.com SITE Information: Map: 18020512 7' i Lot. 9001 I Tan Account #. 0561413 I CEM CONC SW & GUTTER GEOTEXTILE FABRIC PROJECT CONTACT: PL.S Engineering Contact: Travis G. Johnson 2008 C Street Vancouver, WA 98663 PH: (360) 9" -6519 Fax: (360) 944 -6539 tavis@Plsengineering.com Topographic and boundary information provided by Olson & Morris. Elevations shown are based on City of Springfield Benchmark Number 472 located at the intersection of south 45th Street and Holly Street, Elevation = 495.34' NAVD88. The boundary shown is per County Survey File 30235; holding 25' from the centerline of now established Rocky Road Drive. Roof drainage will be directed to the adjacent streets byway of weep holes through the curb. The site is not located within a Wellhead Protection Zone. Site soils are Hazelair silty clay loam (52B), Ritner cobbly silty clay loam ('1130 ), Salkum silty clay loam (121 B), Holcomb silty clay loam (56). Roof drains to be piped to weep holes in roadway curb. ST. Sr Sr Scale 1" = 30' 30 15 0 0 Received-, . Project No. 2371 SCALE: H: 1" = dAJG V: N/A DESIGNED BY: DR�AF£ED BY: REVIEWED BY: D =�J 4 s i Project No. 2371 SCALE: H: 1" = dAJG V: N/A DESIGNED BY: DR�AF£ED BY: REVIEWED BY: D =�J