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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/31/2020O Top of bank- Maple Island Slough 0% 0 pax - 0% 13/ough TOP OF BANK- MAPLE ISLAND SLOUGH 0 100' BPA POWER R INE EASEMENT Enron waE oe 20' BPA ACCESS ASEMENT Existing1mrking remains XG G Existing - o 10 urea of sto rm-1 0 provements 0% Existing trees to SID area of new parking OH 0 0 20' BPA ACCESS Hu ASEMENT Existing overhead utility easement 41 'i a f @ Existing loading E) Existing loading -0 dock remains ol E) dock remains 1 41 44 o gr 4 < 4 0 Z 0 Z 2 -4 POTENTIAL FUTURE PUBLIC ROAD- 60' RAN r - Wo Richardson Sports - Office, Warehouse and Manufacturing Facility r iris GO 6i RICHARDSON SPORTS HEADQUARTERS OWNER: R SPORTS PROPERTIES, LLC C:) DOC. NO. 2012-014933 0 AREA = 613,758.4 SQ, FT. (14.090 ACRES) o .0 X WA 7 V) Ln v) 10- 0 CL to 0 -2 'M F_ 11 A fing ng remains 4 tu Remove tree (typ) 0 20' BPA ACCESS cu S E ENT SoExisting ExishN tiees to be rem area of new ildin additi P-sre I I V1 I 1 1111. 1 L 2.1 Site Plan 5D SD 0 To Exist n Mng remai 0 0 w A� -2 cc R=3630. mt�_ 1.,2'3rW MAT 4 Q) ST"'41 27 1- C> SD A - ------------ <4 �n Q -4 -SS A SS -27261' SS •0' _SS 271.71' 0 5" W <4 o— W <4 W u .(DA SS 0 S -s W SS, SD SID W W G 0, 4 E 4'. F0 A iE FO u — LA L WELLHEAD PROTECTION AREAS MAP LEGEND PROPERTY LINE (SUBJECT PROPERTY) *I\ PROPERTY LINE (ADJACENT LOTS) 0 EXISTING TREE TO REMAIN 0 0 0 X GE) EXISTING TREE TO BE REMOVED SITE ASSESSMENT OF EXISTING CONDITIONS ';l Te, n ali cl al Vd.], af 1 Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor 0 Plan prepared by licensed Landscape Architect. 0 Survey prepared by licensed professional land surveyor. 2. Vicinity Map Game Farm Rd •See sheet L1.0 for vicinity map. Frrry R� 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing Ramly Pape Beithne B -A ine Ria structures to remain, also indicate present use, size, setbacks from property lines, and distance between PI buildings. 0 See plan this sheet. FEMA FLOOD INSURANCE RATE MAP 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Developments Services Department. 0 See plan for location and direction of the Maple Island Slough. PROJECT SITE 5. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. 0 Project Site is located in Zone A Areas determined to be inside 100 -year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. 0 Project site is located in the 2 to 5 year Time of Travel Zone. 7. Physical features including, but not limited to trees 5" in diameter or greater when measured 4 1/2 feet above Lr the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), t— riparian areas, wetlands and rock outcroppings. C 0 See plan for location of all trees 5" or larger. Site Contains no riparian areas, wetlands or rock C. outcroppings. SOILS J11erI1JTJ(-w-ii fVVjV SOILS ON SITE ARE AS FOLLOWS: 0 TAX LOT 17-03-15-40-00600 -CHEHALIS SILTY CLAY LOAM (67%), NEWBERG FINE SANDY LOAM (19%), 0 MALABON SILTY CLAY LOAM (11%), NEWBERG LOAM (3%) Cr anne r -arm Ka WATER QUALITY LIMITED RESOURCES MAP A 0 0 C, 0 DQAI,3� Rc�cn-Aved Original Subrniftal_%�_�_- LAND USE RIEVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 01-31-2020 0 of (D LU CD LU it + LANDSCAPE ARCHITECTS + ii SCHIRMER it SAIROP ij LU LU 8 IL L0 < Z < - 'a F. - <, 0 Z to I.- R 0 0 C-) a. L" >- LLI a- LLI W C11 II 0 C.0 (1) 1: C, cc Z L. 0 . < C-1 LU UJ L0 C-0 W Cc -.2w<` lau Of unle LL V EJ W W;E 2, S!� C) — 7% U) C', Z5 - W" W .; W'] J WX >,, W t -> U)Go Go 10 - - 3: �� t 9 II (R a) 4-' E ax < 0 111 1 ,6,m(if co fru) 0 < U) On 0 i CO) O) co a. C) 0 CL C9 Z TES 84 Rl�tfil.D OP- A4 I VO 'INV P% VIli Z 0 (5 O W 0- L, to W LL �aQ29 W X C/) CL W U) < n LLI 0 n C0 I C� % Z J a. W Z LLI LL tl Lco:) Revisions ,7i Date Description oO C4 E _=0 ca CD N E M Z CL CD U 4) C 0 4) IL 0 of (D LU CD LU