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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/9/2016T01<ATL41r kNARMHOUSE SHEET 1NIDEX Cover Sheet Site Plan 01 Main Floor Plan 02 Loft Plan 03 Elevations 04 Elevations 05 Foundation Plan Oro Loft Framing Plan 07 Roof Framing Plan 08 Sections 0,g Tilt -Up Panel Elevations 10 Tilt -Up Panel Elevations 11 Details 12 Details 13 Roof Plan 14 Code Analysis Schedules 15 Site Utilities C1 5YMB0L..5 A A� SECTION A5 DETAIL A5 INTERIOR ELEVATION O DOOR 15 WINDOW I -=,'-i OFFIGE ROOM NAME 8,: NUMBER, 1--� CARPET FLOOR FINISH s A.B. anchor bolt E.W. each way O.H. overhang AGG. acoustical EXP. exposed OSB oriented strand board ALT. alternate EXT. exterior PLYWO. plywood @ at FURN. furnace P.T. pressure treated BLDG building FIN. finish REF. refrigerator BOTT. bottom F.F.E. finish floor elevation REQ'D required BTR. better FP fireplace RM room GPT. carpet FND. foundation R.O. rough opening G center line FT. foot/feet R.5. rough sawn GAB. cabinet FREZ. freezer S.D. smoke detector CANT. cantilever GFI ground -fault interrupter SECT. section GEN. center GLB glue laminated beam S.F. square footage GLOS. closet GYP.BD. gypsum board SIM. similar GLG. ceiling (H) high SPECS. specifications CMU concrete masonry unit H.B. hose bibb STD, standard GONG. concrete HDR. header T $ G tongue $ groove CONT. continuous HORZ. horizontal TYP. typical D dryer HT. height U.N.O. unless noted otherwise DBL. double iNSUL. insulation VAG. vacuum D.F. douglas fir INT. interior V.B. vapor barrier DIA. (0) diameter K.D. kiln dried lumber VAR. varies DIM. dimension LB, # pounds VER. verify DN down LIN. linen closet VERT. vertical D.5 downspout MAX. maximum VIN. vinyl D.W. dishwasher M.B. moisture barrier W washer (E) existing MIN. minimum (W) wide EA. each MICRO microwave oven W/ with ELEC. electric N.I.G. not in contract WD wood ELEV. elevation N.T.5. not to scale W.H. water heater ENG. engineering O.G. on center WT. weight PROJECT INFO PROJECT ADDRESS: 23rd $ Main Street Springfield, Oregon TAX PARCEL NUMBER: 17-03-36-42 #03190 4-: #03200 ZONING: CC Community Commercial OWNER: Joe Tokatly 2237 Main Street Springfield, Oregon 97478 ARCHITECT: Arbor South Architecture, PC P.O. Box 11350 Eugene, Oregon 97440 541-344-3332 Contact: William A. Randall BUILDING DATA BUILDING SIZE: MAIN FLOOR: 4,772 SQ FT LOFTS: 1,832 SQ FT 4 TOTAL: 6,604 SQ FT (ASSUMES ALL LOFTS BUILT -OUT A5 DRAWN; OWNER/TENANT OPTION) SITE PLAN n A St A St K-7 5 G A L E: 1/8" = 11-011 MAP TAX LOT. 17-03-30-42 #031-90 8,: #03200CARQUEST 6 Gory Days Antique Mail Auto Pats Cannabis � Hutch's Bicycle Store (Springfield) Z Busy Bee Cafe T$ s Caldwell Automotive &4achine • THIS PROJECT IS LOCATED IN THE 20 -MINUTE TIME OF TRAVEL ZONE �V cop y C; f E) f2300 AS SPECIFIED IN SDG 3.3-200. =x E_ neCounty C76)gains( Drt%ingSchool t26 Main St tai • SOIL TYPE IS TYPE 32, COBURG-URBAN LAND COMPLEX. • APPROXIMATE QUANTITIES OF CUT AND FILL ARE: 1 �t ly'1 t Mini Pet mart '' CUT: 650 CU YDS Main Street Muffler & Brake FILL: 480 CU YDS • FIRE HYDRANT H-646 LOCATED AT NORTHWEST CORNER OF ADJACENT PROPERTY TO THE WEST HAS THE FOLLOWING FLOW RATES BASED ON THE HYDRAULIC MODEL, STATIC 50: STATIC 46.8, RESIDUAL 1500 STATIC 44.8, RESIDUAL 2000 SASt SASt STATIC 42.4, RESIDUAL 2500 VICINITY MA MUG 1ti.r 380 Lincoln Street P O Box 11350 Eugene, Oregon 97440-3550 Phone: 541-344-3332 Fax: 541-3441597 www.arborsouth.com PROJECT Tokatly Warehouse 23rd & Main Street Springfield Oregon INDEX Cover Sheet Site Plan JOB NO 3715 DATE 15 June 2016 DRAWN BY Bill Ryan CHECKED BY Dan REVISION WPI f r�41 AL � GcN . GflN OF 4� MEMBERS, AMERICAN INSTITUTE OF ARCHITECTS SHEET NO 01 © Arbor South Architecture, PC Joe Tokatly - 3715 �ftM I F L O O I"' L/4X N F.F.E. 473.00 7'.0.5. SCALE: 1/4" = 11-01, 4,772 SQ FT MAIN FLOOR NOTE: f, Ie, fq0y `N P2-4 (.0 -cc-,OM 0� J UG 0 6...r, Y*Yw..'' x THE PLANS AS SHOWN ARE FOR FOUR INDIVIDUAL TENANT SPACES AND MAY OR MAY NOT BE BUILT -OUT AS SHOWN. THIS LAYOUT is REPRESENTATIVE OF MAXIMUM BUILD -OUT AND CODE ANALYSIS IS BASED ON THIS MAXIMUM CONDITION. 380 Lincoln Street P O Box 11350 Eugene, Oregon 97440-3550 Phone: 541-3443332 Fax: 541-3441597 www.arborsouth.com PROJECT Tokatly Warehouse 23rd & Main Street Springfield Oregon INDEX Main Floor Plan JOB NO 3715 DATE 15 June 2016 DRAWN BY BM Ryan CHECKED BY Dan REVISION r ,,I � MLLIkM ALL GEN , P G0 OF0'w MEMBERS, AMERICAN INSTITUTE OF ARCHITECTS SHEET NO 02 © Arbor Sown Architecture, PC Joe Tokatty - 3715 LOFT P L.A N F.F.E. 483.3.3' S C A L E: 1/4" _ 1 ` - O " 1,832 SQ FT UPPER FLOOR NOTE: 12tak c2ev1 e�c�J �vl,l of � THE PLANS AS SHOWN ARE FOR FOUR INDIVIDUAL TENANT SPACES AND MAY OR MAY NOT BE BUILT -OUT AS SHOWN. THIS LAYOUT IS REPRESENTATIVE OF MAXIMUM BUILD -OUT AND CODE ANALYSIS IS BASED ON THIS MAXIMUM CONDITION. AUG, 9 201 e r' 380 Lincoln Street P O Box 11350 Eugene, Oregon 97440-3550 Phone: 541-3443332 Fax: 541-3441597 www.arbofsouth.com PROJECT Tokatly Warehouse 23rd & Main Street Springfield Oregon INDEX Loft Plan JOB NO 3715 DATE 15 June 2016 DRAWN BY Bill Ryan CHECKED BY Dan REVISION 111!l.i tk4,P LGON GEN OF Otl' MEMBERS, AMERICAN INSTITUTE OF ARCHITECTS SHEET NO 03 0 ® Arbor South Architecture, PC Joe Tokatlp - 3715 NORTH ELEVATION sc,aI e: va r.o.. EAST ELEVATION '0,16 wpv �16 Va: AUG o 9 2016 i' 380 Lincoln Street P O Boa 11350 Eugene, Oregon 97440-3550 Phone: 541-344-3332 I= 541-344-1597 www.arborsouth.com PROJECT Tokatly Warehouse 23rd & Main Street Springfield Oregon INDEX Elevations JOB NO 3715 DATE 15 June 2016 DRAWN BY Bill Ryan CHECKED BY Dan REVISION rAutAm ani GEN ,DGON 0 OF OV MEMBERS, AMERICAN INSTITUTE OF ARCHITECTS SHEET NO 04 0 © Arbor South Architecture, PC Joe Tokady - 3715 WALL LIGHT LOCATIONS CUT-OFF PER CODE OPEN,, -,IG OPTIONS: 10 HEIGHT 9 1 UK RUNT WINDOW SYS T -1 ABOVE WITH A;Z-rlNG HEIGHT OVE'EAD DOORS AND 11K TERMEDIATE INFILL VA -L - La OPENI 0 OPTIONS: VAR`rl,40 HEIGHT STORE FRONT WINDOW SYS TE M ABOVE WITH N /AP-i1NG HEIGHT OVER,EAD DOORS AND I TERMEDATE INFILL ALL SOUTH ELEVATION SCALE: 1/4" = 11-01, 011=110= OPEN11'p OPTIONS - VAR)1 HEIGHT STORE �,RONT WINDOW 1 ABOVE INTER t- EDIATE INFILL ALL WITH VAR41`40 HEIGHT STORE - PONT SYSTEM BELOV (TEMPERED GLAZI� WHERE REa'D By co F=) WEST ELEVATION SCALE: 1/4 = 11-011 Tw tc"-,h V -C) 380 Lincoln Street P 0 Box 11350 Eugene, Oregon 97440-3550 Phone: 541-344-3332 Fax- 541-344-1597 www.arborsouth.cora PROJECT Tokatly Warehouse 23rd & Main Street Springfield Oregon INDEX Elevations JOB NO 3715 DATE 15 June 2016 DRAWN BY Bill Ryan CHECKED BY Dan REVISION D MI I flU A NVU] I -EOGENE, -P.tGON -- * OF MEMBERS, .AMERICAN INSTITUTE OF ARCHITECTS SHEET NO *Arbor South Architecture, PC Joe Tokatly - 3715 1►����i�1i,4101N' W U 2 GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH SHADE 'TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL SUB GRADE ` COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. TREE PLANTING AT PARKING AREAS SECTION SCALE: 1/2" = 1'-O" d3 L;> rm<�-z 2 x ROOTBALL DIAMETER - MIN. 2 TYPICALSHRU$ PLANTING L1 SECTION ADJACENT BUILDING OR EDGE OF PLANT BED Al REMOVE ALL BINDINGS AND BURLAP FROM ENTIRE ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) PLANTING SOIL WITH SPECIFIED FERTILIZER AND AMENDMENTS COMPACTED TOPSOIL (BELOW ROOT SALL5 ONLY) 5GARIFIED SUB-6feAVE SCALE: 1/2" 1'-0" SPACING "D" ROW 'IN, 3"O.G. O.G. 2.6" b" O.G. 5.2" 9" D.G. 7.8" 12" O.G. 10.4" 15" O.G. 13.0" 5PACING "O" ROW "A" 18" O.G. 15.6" 24" D.G. 20.8" 30" O.G. Tilia cordata 'Greenspire' 36" O.G. 50.0" 48" O.G. 41.5" GROUNDGOVER 5PAGING DIAGRAM I=LAN NTS PLANTING LEGEND + EXISTING STREET TREES TO REMAIN CANOPY TREES 0 111 LANDSCAPE AREA CALCULATIONS SITE AREA 14549 50 FEET LANDSCAPE AREA 14M 510 FEET PERCENTAGE OF 10.4% GENERAL NOTES 1. GROWING MEDIUM TO BE (SAND/LOAM/COMPOST) 3 WAY MIX (18" MIN DEPTH) FORMULATED TO COMPLY WITH CITY STORMWATER SOIL STANDARDS. THE APPROVED SELECTED PRODUCT TO BE USED IS THE WATER QUALITY MIX' FROM LANE FOREST. PLEASE PROVIDE ONE QUART SAMPLES TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL UNLESS SWALE IS LINED WITH MEMBRANE OR CLAY LINER. 3. THE BASE OF THE STORMWATER PLANTER SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FOC IN THE CONSTRUCTED MEDIUM MUST BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. 4. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE PLANTER WILL BE AT LEAST 24 INCHES THICK. 5. PROVIDE 1" DEPTH OF 3/8" ROUND NO.4 PEA GRAVEL MULCH OVER ALL STORMWATER PLANTERS. MULCH TO BE FREE FROM FINES OR OTHER DELETERIOUS SUBSTANCES. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TREE PROTECTION 1. PROTECT ROOT ZONE OF EXISTING TREES TO REMAIN. 2. CUT NO ROOT LARGER THAN 2" WITHOUT APPROVAL BY LANDSCAPE ARCHITECT. 3. PROVIDE PROTECTIVE FENCING AT EDGE OF CRITICAL ROOT ZONE OF EXISTING TREES TO REMAIN. PLANT SCHEDULE (DOES NOT INCLUDE STORMWATER PLANTERS -SEE BELOW) KEY QTY. I BOTANICAL NAME OMMON NAME IMIN. SIZE 1COMMENTS TREES kCG 1 Acer circinatum IvIne t2ele 6' ht. multi -stem, BdB 'IC 1 Tilia cordata 'Greenspire' Greenspire Linden 2" cal. Matching, limbed up to approx. 6 ft. aVG 5 Zeikova serrata 'Vila a Green' jymage Green Zelkova 2" cal. Match ing, limbed up to approx. 6 ft. SHRUBS EUAC, 9 Euonymus alata 'compacta' Compact Burning Bush 5 gal matching, full ICG 41 Illex crenata 'Com Acta' Japanese Holly 5 gal. matchin , full PCM 5 Poi stichum munitum Sword Fern 1 gal. matching, full NADL 54 Nandina domestics 'Lemon Hill' Lemon Hili Nandina 2 gal. matchin , full PLO T Prunus laurocerasus 'Otto Lu ken' Otto Lu ken English Laurel 5ai. matching, full VIP 3 Viburnum davidii David Viburnum 5 gal. tching, full GROUNDCOVERS, GRASSES AND PERENNIALS PEAR 15 1 Pennisetum alo ercuroides 'Hammeln' Hameln fountain Grass 12 gal. matching, full RI=G 1,i I Rudbeckia fu( ida 'Goidsturm' Goidsturm Black -Eyed Susan 11 gal. 1151, Oz. STORMWATER PLANTER SCHEDULE - #1 KEY `QTY. I BOTANICAL NAME COMMON NAME I MIN. SIZE I COMMENTS TREES - 0 REQUIRED 1 Juncus effusus var. pacificus I Common Rush 4- pot matching, full ALRH 12 1 Alnus rubra Red Alder 1.5- cal. I Matching, full LARGE SHRUBS -0 REQUIRED SPD 5 Spiraea dou lasii Western spiraea 15 gal I matching, full SMALL SHRUBS -12 REQUIRED COSK 112 1 Comus sericea'Kelse ' Dwarf RedtvAg Dogwood 1 gal. I matching, full HERBACEOUS PLANTS CAO 12"o.c 1 Carex obnupta Dense sedge 4" pot matching, full, 12" o.c. JUEP 17 1 Juncus effusus var. pacificus I Common Rush 4- pot matching, full STORMWATER PLANTER SCHEDULE - #2 KEY JQTY. I BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS SMALL SHRUBS - 4 REQUIRED COSK 14 1 Comus serieea'Kelseyr Dwarf Redtwig Dogwood 1 gal. matching, full HERBACEOUS PLANTS CAO 12"0.c 1 Carex obnupta Dense Sedge 4- pot matching, full, 12" o.c. JUEP I '1 I Juncos effusus var. padficus Common Rush 4- pot matching, full STORMWATER PLANTER SCHEDULE - #3 KEY JQTY. I BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS TREES - 0 REQUIRED ALRH I Aims rubra Red Alder 1.5- cal. matching, full LARGE SHRUBS -0 REQUIRED SPD 12 1 Spiraea douglasii Western 15 gal matching, full SMALL SHRUBS -10 REQUIRED COSK 110 1 Comus sericea'Kelseyi' Dwarf RedtMg Dogwood I 1 gal. matching, full HERBACEOUS PLANTS CAO 12"o.c I Carex obnupta I Dense Sedge 4" pot matching, full, 12" o.c. JUEP 15 Juncus effusus var. pacificus I Common Rush 4- pot matching, fun PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVER ALL PLANT BEDS. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 1. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE, 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR LAWN AND SHRUB AREAS, 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 5. MAIN LINE WILL HAVE MANUAL DRAIN VALVES. 6. SYSTEM WILL BE OPERATED AUTOMATICALLY. DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 ,IS 2799 r David J. Dough y H OREGON ���p E AgOti i � � / M ✓ UI I Date: 08/04/2016 1 q e �t70?� Drawn By: LS Checked By: DJD Submission: SITE PLAN REVIEW Revisions AU6 0c; LANDSCAPE PLAN Y x _- 0 2 5 10 20 40 SCALE: 1" =10'-0" L 1■ 0 NORTH DLA INC. COPYRIGHT 2014 -BOW- 8'W -saw- 80W -8"W- 3 MAIN STREET (HIGHWAY 12.6) .. .� .- ._ ........ -. .. .. ...---------------------­-------- .. - .. - - .. CONNECT TO EXTG. j CATCH BASIN . FL= 470:7 REPLACE EXISTING DRIVEWAY APPROACH WITH CURB SIDE RECONSTRUCT "OPTION Nb STORMWATER PLANTER- *A* (WEST SIDEWALK AND RECONSTRUCT DRIVEWAY APPROACH AND RAMPS 12" MINI CB 253 SF (SURFACE ELK= 472.00 WESTERN RAMP TO MEET {STING. CURBSIDE IM472.0 ADA STANDARDS. 6" FL (IN = 471AO EXISTING SIDEWAI o0.s' SIDEWALK TO REMAIN . AND DRIVEWAY APPROACH 0- • . GUY TO REMAIN $ 472.46 AC AMEX 472.48 AC ANCHOR "RIPMA472.96_ TC " 472.52 TC i •--�-- ---w•- -•�-- EX 24'' STM----- . ---- ---�- - - --�--- --EX 2e STM- 24" S.TM--- ----- -�--- oti u 'G •.'' ..•• ..•• Lbw •Y` '1' •b'• •. •♦ b' •.•• 6S••L . 4 4 6 7 84 A 2 AG ••.� •'.� •'.� ••♦ •'r� ••.` ♦� 7315•((.x�+! ? ,8 O ! T P ell 89.56 46 � :136.02 W REDUCED x x x x x x x x x x x x x x x x x x x x x x �. x x x` 4 RESSURE BACKFLOW. ! x x x x X. x x x x x x x x x x x x x x x x x x x 42.0 �x x< x 4^ t x x x x x x x x x x x x. x x x x x x x4718 FL 47'� 8 FL< x446 � � +c x x TO (E�WATER t x x x x x. x x x x x x x x x• x x x x x x x x x x 6"STl1 x x x x x x x x x 472.58 AC 472:5$: AG x 47?.1- x x x _. METER 473.48 TC 473.08 TC x x x x x x x x. ,x x x x x x SIGN 472.60 'AC 472.73 AC 472 64 AC 472.84'AC 11 x x x 472.60 fl : x x x x x x x BOARD jjj 473.10 TC 473.23 TC x " LWA x x i 472:75'AC x i� � x x t x472.35 Fl.x x. t. 473.25 TC x x x x X x x t " OVERFLOW STORM ATER PLANTER °A" EAST x x x x .x x STORMWATER PLANTER "B" M=472.5 801 SURFACE :ELEV.=' 47 :00)) x x x x - x x 252 SF SURFACE ELEV.= 472.00 EXISTING i FL = 470.90 ' 472,84: AC x x x x x ( ) X x x x X. ) 12" MINI CB DRAIN i x x. �' . RIM=471.75 P OP'D 1 .O' . • x x •x x 6 FL (IN) = 471.10 lorpAREA IM= 471.63 ¢� y 472.68 FL . DRE NEGE. x x x t � x x x b' x 472.96 AC -: EXISTING A.C. PAVING EXISTING 473.01 AC A.C. PAVING 472.s6:AG 473.25 AC 473.25 AG 47326 AG 473.25 TC 473 25 TO 473:34 AC 70 473.25 TC 473.34 .TG : i 4?323 AC 473.25 AC ,.'''� 473.34 AG �..;. 473.40 TC G'' :;; : • 4?3.34 TC 473.34 AC y • �•. 473:34 TC .¢►' 4 O r' to ♦'• •�• !� 47334'TC :.� .•.� to i .o. o 0 r 4 . C] "- 473.40 C ;;:' j o 473:29. AC :a;•'. EXISTING t i BUILDING F o 473.35 -AC ,c 473.42 F.F.E. EXISTING f WATER A.C. PAVING EXISTING 473 40 AC BUILDING , r PROPERTY_CORNER EXISTING GROUND CONTOUR _ .... EXISTING CURB & GUTTER _GAS METER LOCATION r r PROPOSED CURB PROPOSED CONCRETE RETAINING WALL RUN NEW ELECTRIC. PHONE, PROVIDE -PROTECTIVE- BOLLARDS SD. PROPOSED STORMWATER MANHOLE Q 473.45 "AC Q CABLE, AND COMMUNICATIONS _EX SAN' 95-E 10 AC ----*•--SAN PROPOSED SANITARY SEWER; (SIZE NOTED) _EX STM-- • - EXISTING STORM SEWER (SIZE & FLOW RIR NOTED) SERVICES UNDERGROUND AT PROPOSED STORM SEWER ($I,ZE NOTED) �, EXISTING GAS VALVE ONNECT EXISTING GAS LINE -------G------. ALLEY. INDIVIDUAL STUBS -!- POWER POLE. _ -- -OHR - -- - SOWWOUT --� EXISTING STREET LIGHT TO METER BASES A8 SHOWN 4" SANITARY . i� EXISTING WATER METER TO.6 STM PROPOSED WATER UNE. (SIZE NOTED) -x--X--_x_ CHAIN. LINK FENCE CONNECT TO EX CLQ � 4' WROUGHT IRON FENCE D84' STM .. DS 4. STM DS 4' STMT--•- a 473,40. FL PROPOSED GRADE AT FLOWONE S 89°44'30 W 136.02' u VEGETATED STORMWATER TREATMENT FACILITY x x x x x x r CL oles COMM °A.z COMM IL Q � 473.40 AC t� z END FL=472.0 END FL=472.0 Cc W M A. W t!� •---err- - -�-EX W SAW ........EX 8' SAN...:..�....-.......,...,,..,..,......:,., O 93 tra Lu Gra v� EXISTING j 4RE A DRAIN 1 1M= 472.23 ,,..-- .. EXISTING A.C. PAVING 473 EXISTING BUILDING SCALE !' - 10' 0 5 14 20 LEGEND 0 PROPERTY_CORNER EXISTING GROUND CONTOUR _ .... EXISTING CURB & GUTTER PROPOSED NOTCHED CURB PROPOSED CURB PROPOSED CONCRETE RETAINING WALL I $ I EXISTING SANITARY SEWER MANHOLE SD. PROPOSED STORMWATER MANHOLE Q 473.45 "AC Q PROPOSED CLEANOUT _EX SAN' 95-E EXISTING SANITARY SEWER #SIZE FLOW DIR NOTED) ----*•--SAN PROPOSED SANITARY SEWER; (SIZE NOTED) _EX STM-- • - SCALE !' - 10' 0 5 14 20 LEGEND 0 PROPERTY_CORNER EXISTING GROUND CONTOUR _ .... EXISTING CURB & GUTTER PROPOSED NOTCHED CURB PROPOSED CURB PROPOSED CONCRETE RETAINING WALL I $ I EXISTING SANITARY SEWER MANHOLE SD. PROPOSED STORMWATER MANHOLE Q EXISTING CLEANOUT Q PROPOSED CLEANOUT _EX SAN' 95-E EXISTING SANITARY SEWER #SIZE FLOW DIR NOTED) ----*•--SAN PROPOSED SANITARY SEWER; (SIZE NOTED) _EX STM-- • - EXISTING STORM SEWER (SIZE & FLOW RIR NOTED) ---�---STM PROPOSED STORM SEWER ($I,ZE NOTED) ® EXISTING GAS VALVE • G EXISTING GAS LINE -------G------. PROPOSED GAS -!- POWER POLE. _ -- -OHR - -- - EXISTING OVERHEAD POWER- --� EXISTING STREET LIGHT -8lW-- EXISTING WATER LINE (SIZE: NOTED) i� EXISTING WATER METER -WATER- ---- PROPOSED WATER UNE. (SIZE NOTED) -x--X--_x_ CHAIN. LINK FENCE LW 4' WROUGHT IRON FENCE 473.40'AC PROPOSED GRADE AT TOP OF A.C. 473.40 TelPROPOSED GRADE AT TOP OF CURB OR CONCRETE 473,40. FL PROPOSED GRADE AT FLOWONE 473.40 ME MATCH EXISTING GRADE xxxxxx x x x x x VEGETATED STORMWATER TREATMENT FACILITY x x x x x x F (ADPq I I of 4191, ..67473.65: TC. CONCRETE EXIST) ALANT CONCRETE 2b� �r 473.10: T.C. EXISTING _ SIDEWAIIC W•L CURB: AN.� ""'"I' ;'. SEE LANDSCAPE b FINISHED GUTTER .. PLANS FOR PLANT G >1 472.60* A.C. A.C. SURFACE SCHEDULE ' ov SURFACE .. , CONGRE 472.0' CRUSHED ROCK BASE . ' PLANT 4 c� WALL 04 co o CRUSHED ROC RUSHED ROCK LEVELING COURS � LEVELING COURSE PLANTER CROSS-SECTION A -A NO SCALE 1 108-04-16 1 ADD. DETAL REV. GRD. 1 PROJECT NO. DRAWN BY: 4458 JAO/KJK CHECKED BY: DBM DD DRAWING: 445SC•2.0.0 D O z 0 N M z 0 ZM L.LJ Z CL p So cn Wad Z O X x _� a* LW CL N � a a �p M LLI W 0 °A.z Q � t� z W M A. W t!� 0 O 93 tra Lu Gra v� PROJECT NO. DRAWN BY: 4458 JAO/KJK CHECKED BY: DBM DD DRAWING: 445SC•2.0.0 D SHEET TITLE GRADING AND WATER PLAN PLAN SHEET NO. C - 2 9 0 z z Psi eV G Will cn goto Z O go 90 x C.7 FA a* a a W W z. t� z W W 0 93 SHEET TITLE GRADING AND WATER PLAN PLAN SHEET NO. C - 2 9 0 NORTHWEST 1/4 OF SCALE 1 "=20' MAIN STREET (HIGHWAY 126) 40' toga GAS UNE OW -toss PL Cil T DRIVE z+ N893646"Ex13 rev sit V — in t ;"z "'v s Ea I MAP NO. 17-03-36-42 TAX LOTS 31 3200 AND 3300 168.18' a DRAIN -.rALT tI.tG 371'27 SITE SURVEY AT 2237 MAIN S TREE T THE SOUTHEAST 114 OF SECTION 36, SPRINGFIELD, LANE COUNTY, OREGON APRIL 8, 2016 T> 7S, R3 W, 0 0 LEGEND 0 — SANITARY MANHOLE 0 — WA TER METER 0 — STORM MANHOLE C, — WOODEN POWER POLE — CLEAN OUT b — GUY WIRE W. M. — AREA DRAIN —LIGHT POLE 0 — AREA DRAIN — DECIDUOUS TREE 91 — CURB INLET • —SET CORNER -5/8" X 30" REBAR AND CAP • —FOUND CORNER -5/8" REBAR 0 — ODOT MONUMENT -5/8" IRON ROD AND CAP REGISTERED PR0PESSIONAL L SIORVEYOR c OREGON JULY 166 ISM DANIEL W BAKER 1978 EXPIRES 12/31/17 MANHOLE AND STORM LIST WASTEWA TER MANHOLE #1 RIM = 472.74' 8" IN (E)=467.66' 8" OUT (W)=467.59' WASTEWATER MANHOLE #2 RIM = 471.83' 8" IN (E)=466.71' 8" OUT (W)=466.66' CA TCHBASIN #1 (IN MAIN STREET) RIM = 472.30' 10" OUT (N)=470.70' CATCHBASIN (IN ALLEY) RIM = 471.93' 6" IN (E)=470.75' 10" OUT (W)=470.15' AREA DRAIN (IN PARKING AREA) RIM = 471.63' 6" OUT (W)=470.18' F*., L Ft lc C004 T�yP2lto-�3�j S�k PlcA T�xlt&tv_e, dal 90AqdfW ft yof E .« K I