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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/21/2022SITE PLAN SCALE: 1 = 1�' '0" 1 r� IMPERVIOUS AREAS TOTAL LOT SO FT 22,850 100.0% BUILDING FOOTPRINTS 4,884 214% PARKING LOT 4,428 19.4% PATIOS/PORGHES 1,242 5.4% WALKS 2,142 94% BIKE SHELTER 72 0.3% TRASH ENCLOSURE 216 0.9% OPEN SPACE (PERVIOUS) 9,866 432% III 5I 1 ;IKE PARKING II 77777/1 GARDEN I I I • � I BEDS FR -0N -(' �l.E1lATf aH MAIN FLOOR Eugene, Oregon 97401 Phone:541-344-3332 F. 541-344-1597 �orsouth.com PLAN Fifth Street Quads Fifth Street Springfield, OR INDEX Site Plan JOB NO Consult DATE 17 March 2022 DRAWN BY Bill 654 SQ FT EA PATIO UPPER FLOOR PLAN 793 SQ FT EA 10 380 Lincoln Stmet Eugene, Oregon 97401 Phone:541-344-3332 F. 541-344-1597 �orsouth.com PROJECT Fifth Street Quads Fifth Street Springfield, OR INDEX Site Plan JOB NO Consult DATE 17 March 2022 DRAWN BY Bill Dan CHECKED BY Dan REVISION D. ILT HILL OF 0 MEMBERS OP THE AMERICAN INSTITUTE OF ARCHITECTS SHEETNO Al RD � w a WOODLANE 0 V ST o '' VST. U ST N �„ Z Z z W Lu m C T T. NORTHRI GE LG a SHAD `^ ST �/VJ T ST. �/ S J Z S ST U) LL LLJ w 2000F R ST LL] E °C U) Q z w Q ST < Y o n � � Y U) y U (/, n VICINITY MAP v 0L xo ani I � I CURB INLET --- -- N I.E. 444.05' —1 I O I I I J N TAX LOT TAX LOT TAX LOT TAX LOT TELEPHONE Q o 3404 3403 3402 3401 MANHOLE I N x ,q (11 At Q T_ W of I of NI � i I RI M wl NI I i N LEGEND FD. 5/8" wl 3 / I ZL. ELEPHONE ¢ a o IRON REBAR b FD. 5/8" ED. 5 8" EDESTAL o 0 —4"05 EXISTING MAJOR CONTOUR AND ELEVATION IRON REBAR WOOD FENCE IRON REBAR I III XXx X xX— xxX—XX x xxx—x—x—X—xX xx—x—X—X—X X—X—Y. aea EXISTING MINOR CONTOUR AND ELEVATION I ---EX. S.D_ __ EXISTING STORM DRAINEX. 12" SD " 11 ELEPHON 23.0 w — — — — — — — -------------- EX. 8" W.W. CUT z Y ASH EDESTAL CUR ) o 0 EXISTING WASTE WATER AND SIZE TREATMENT POND % EX, 8" W I', C�3 LL a o EXISTING WATER LINE AND SIZE MAGN T7 j+w? -------- EXISTING TIME OF TRAVEL LINES LOT 300 < I a a EASEMENT LINE IIv I EXISTING FIRE HYDRANT o EXISTING STREET LIGHT U EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE CLUMP',I'I' 138 0 SAI 0 O P.U.E. PUBLIC UTILITY EASEMENT 1 144" j MAPLE zo' IIIc I.RIK E. URB EXISTING TREE x—x—x x—xCHAINX FEN E x x x x x—x—x— WIRE FE CE 1FIR AADI CF, 2" UT _ W e EXISTING POWER POLE x � {4� o e 0 e I FIR SHED ( 1g" B" X FIR CHERRY tMAPLE j© PINE MAPLE SHED I CONCRETE 24"8. MAPLE WALK w PLUM FlR w EXISTING FENCE TAX LOT 3201 SHED xousE o z 3 m WOOD I III W CONCRETE DRIVE I 8.5' R FIR UT e a FIR FIR 18" WOOD FENCE v FIR TELEPHONE SA O Z M PEDESTAL MF m FD. 5/8"RII '�'n R m IRON REPAIRCUR I'E V w W SHEET INDEX I C Lu R 1 SITE ASSESSMENT OF EXISTING CONDITIONS Q? 2 SITE AND GRADING PLAN TAX LOT TAX LOT W 3 UTILITY PLAN 3101 3102 Z i w Z� ELEVATION DATUM 01 Q co ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD DATUM,w LL J w w w A CHISELED SQUARE AT TOP BACK OF CURB LOCATED AT THE SOUTHWEST CORNER OF 5TH STREET AND "T" STREET. u = 0 w ELEVATION = 447.62' (NGVD 1929) z 5 a SOIL TYPES. X25 CHAPMAN URBAN LAND COMPLEX, SOIL GROUP B FEMA RED PROF THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. v�S C' Ng��pip'`rOy 4103901134 F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION T� D 8 DETERMINED GRAPHIC SCALE r 11��� �Yl 20 0 10 20 40 90 J ry ��. WELLHEAD PROTECTION �yD �, FP SITE IS NOR LOCATED WITHIN THE TIME OF TRAVEL ZONE. ( 1N FEET) EXPIRES DEC. 3t, 2023 1 inch = 20 ft. SHEET 1 OF 3