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Plan, Tentative APPLICANT 4/24/2009
5-25-0 1 11G1 i BANKS ROA SPRINGFIELD! OREGON BUILDING OWNER JOHN HYLAND PO BOX 7867 EUGENE, OREGON 97401 PHONE (54 I) 726 -8 18 I FAX (54 1) 741 -0896 CONTACT: 5t1AUN t1YlANb EMAIL: Shaun @jhconst.com ARCHITECT /PLANNER ABBREVIATIONS' CB CATCH BA51N COL - COLUMN CONC CONCRETE Da DOWN SPOUT EIFS WERIOR IN5UiATION AND FIN15H 5Y5TEM5 ELEC ELECTRICAL ELEV ELEVATION rQ EQUAL EX15T cr (E) EX15TING MLCIh MECHANICAL OPP OPPOSITE. 5' DUCT STRUCTURAL S1Itin 51MILAR CIVIL & TRANSPORTATION ENGINEERS BRANCH ENGINEERING, INC. 3 10 NORTH 5TH 5TREET 5PRINGFIELD, OREGON 97477 PHONE: (541) 74G -OG37 FAX: (541) 74G -0389 CONTACT: CIVIL: LANE BRANCH, P.E. EMAIL: lane@branchengtnecring.com TRAN5PORTATION: DAMIEN GILBERT, P.E. EMAIL: clamien @branchengineering.com 5URVEY: RENEE CLOUGH, P.E., P.L.5. EMAIL: renee@branchengineerincg.com LANDSCAPE ARCHITECT DLA, INC DOUGHERTY LAND5CAPE ARCHITECT5 474 WILLAMETTE 5TREET, 5UITE 305 EUGENE, OR 9740 I PHONE: (54 1) G83 -5803 FAX: (54 1) G83-8183 CONTACT: DAVID DOUGHERTY, A51-A EMAIL; davdd @dladesign.cam LEGAL COUNSEL ARNOLD GALLAGHER PERCELL, ROBERTS & POTTER, P.C. 800 WILLAMETTE STREET, 5UITE 800 EUGENE, OR 97401 PHONE: (541) 484 -0188 FAX: (541) 484 -053G CONTACT: MICHEAL REEDER EMAIL: mreeder @agsprp.com SYMBOLS BUILDING STRUCTURE GRID DETAIL REFERENCES KEY NOTE F DRAWINGINDEX- T BG ARCHITECTS & PLANNERS/ INC 11 32 East'Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1014 Fax (541) 687 -0625 VICINITY MAP 4W.I - • DWG. N0. x C ! EXISTING CONp1710N5 6 DEMOLITION PLAN SHEET NO. X C2 GRADING 8 PAVING PLAN C; Q C3 ..'UTILITY PLAN O = PROJECT ARCHITECTURAL zocATioN Al SITE PLAN A2 CONCEPTUAL FLOOR PLANS RD LL A3 CONCEPTUAL FLOOR PLANS A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELkVATIONS G ST LANDSCAPE.s W LA-I- LANDSCAPE PLAN EST 71 LA -2 LANDSCAPE SCHEDULE 4 DETAILS MAIN ST O O W N ui O w (01* ilk A55E55OR5 MAP 17.2 28 00 PROJECT DESCRIPTION. INDU5TRIAL DU51NF-55 PARK WITH (5) CL TAX LOT .400 .. ..MULTI- TPNANT BUILDINGS, INCLUDING . (I) 2 5TOKY BUILDING AND (4) I-5T.OKY. bUILDING5 WITH MEZZANINE5 AND A550CIATED 51TE INFRASTRUCTURE CONSTRUCTION TYPE: V -B OCCUPANCY GROUP: 6RO55 PROJECT AREA: 5F SITE AREA 7 .58 ACRES © R 330,258 TOTAL BUILDING _ AREA I C 1,345 517 BUILDING CODE: 2007 0550 pg APR 2 Z009 .. I .v. wr Of 200803 TC TOP OF CURB TBG ARCHITECTS &PLANNERS /INC Tie TOP OfPAVING 04.24.09 TOS TOP OF 5LA8 32 EAST BROADWAY, SUITE 200 7yp TYPICAL EUGENE, OREGON 97401 UON UNLESS OTt1ERW15E NOTED PHONE (54 i ) 687 - 101 O FAX (54 I) 687 -0625 yFy VERIFY Wt WITF1 CONTACT: KRISTEN TAYLOR EMAIL.• ktaylor @tbg- arch.com NOTE: THIS USi IS INCOMPLETE, VERIFY ABBREVfATION9 WITH ARCHITECT CONSULTANTS CIVIL & TRANSPORTATION ENGINEERS BRANCH ENGINEERING, INC. 3 10 NORTH 5TH 5TREET 5PRINGFIELD, OREGON 97477 PHONE: (541) 74G -OG37 FAX: (541) 74G -0389 CONTACT: CIVIL: LANE BRANCH, P.E. EMAIL: lane@branchengtnecring.com TRAN5PORTATION: DAMIEN GILBERT, P.E. EMAIL: clamien @branchengineering.com 5URVEY: RENEE CLOUGH, P.E., P.L.5. EMAIL: renee@branchengineerincg.com LANDSCAPE ARCHITECT DLA, INC DOUGHERTY LAND5CAPE ARCHITECT5 474 WILLAMETTE 5TREET, 5UITE 305 EUGENE, OR 9740 I PHONE: (54 1) G83 -5803 FAX: (54 1) G83-8183 CONTACT: DAVID DOUGHERTY, A51-A EMAIL; davdd @dladesign.cam LEGAL COUNSEL ARNOLD GALLAGHER PERCELL, ROBERTS & POTTER, P.C. 800 WILLAMETTE STREET, 5UITE 800 EUGENE, OR 97401 PHONE: (541) 484 -0188 FAX: (541) 484 -053G CONTACT: MICHEAL REEDER EMAIL: mreeder @agsprp.com SYMBOLS BUILDING STRUCTURE GRID DETAIL REFERENCES KEY NOTE F DRAWINGINDEX- T BG ARCHITECTS & PLANNERS/ INC 11 32 East'Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1014 Fax (541) 687 -0625 VICINITY MAP 4W.I - • DWG. N0. x C ! EXISTING CONp1710N5 6 DEMOLITION PLAN SHEET NO. X C2 GRADING 8 PAVING PLAN C; Q C3 ..'UTILITY PLAN O = PROJECT ARCHITECTURAL zocATioN Al SITE PLAN A2 CONCEPTUAL FLOOR PLANS RD LL A3 CONCEPTUAL FLOOR PLANS A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELkVATIONS G ST LANDSCAPE.s W LA-I- LANDSCAPE PLAN EST 71 LA -2 LANDSCAPE SCHEDULE 4 DETAILS MAIN ST O O W N ui O w (01* ilk A55E55OR5 MAP 17.2 28 00 PROJECT DESCRIPTION. INDU5TRIAL DU51NF-55 PARK WITH (5) CL TAX LOT .400 .. ..MULTI- TPNANT BUILDINGS, INCLUDING . (I) 2 5TOKY BUILDING AND (4) I-5T.OKY. bUILDING5 WITH MEZZANINE5 AND A550CIATED 51TE INFRASTRUCTURE CONSTRUCTION TYPE: V -B OCCUPANCY GROUP: 6RO55 PROJECT AREA: 5F SITE AREA 7 .58 ACRES © R 330,258 TOTAL BUILDING _ AREA I C 1,345 517 BUILDING CODE: 2007 0550 pg APR 2 Z009 .. I PROJECT # 200803 DRAWN AM CHECKED )L,. KGT DATE 04.24.09 SHEET . T1 CE) COPYRIGHT 2OD9 by TBG Architect & P(annerinc i 8 M R MANHOLE H g i O z so G e OAKa Cd FLOOD ZONE BOUNDARY r CU - Q 1 E SAN MANHOLE RIM = 491.18 FL 15485.2 i 4r EX8ISAN 1 ! f EX SAN JEX CURB INLET FL 10" OUT S. =488.1 FL 10" IN N.= 488.15 n f 1- E r0 STIr s ( EX 1 t"STM EX CURB INLET r FL 10 "---487 9 LEGEND °•• -• - ••_ SITE BOUNDARY - EXISTING CENTER LINE EXISTING EASEMENT EXISTING EDGE OF AC: °• -°° °° EXISTING CURB ---- -- --EX. W-- - ..- EXISTING WA TER --- --- --- --OHE- -- -- EXISTING OVER HEAD ELECTRIC -- -- -- EX.SAN -- -- -- EXISTING SANITARY --- --- EX.STM --- °-- EXISTING STORM EXISTING FLOODZONE gtir EXISTING CONTOUR (BY BRANCH ENGINEERING) EXISTING STRUCTURE -r. EXISTING CONCRETE SIDEWALK EXISTING SANITARY MANHOLE EXISTING STORM CURB INLET ,o EXISTING STORM MANHOLE EB EXISTING STORM CATCH BASIN 4(- EXISTING FIRE HYDRANT tj EXISTING WATER VALVE 40 EXISTING WATER METER EXISTING GAS VALVE -g- EXISTING POWER POLE --' EXISTING GUY WIRE EXISTING STREET LIGHT F11 EXISTING TELEPHONE RISER EXISTING PROPERTY CORNER EXISTING DECIDUOUS ' TO BE REMOVED f ` ' 1 EXISTING EVERGREEN `,. TO BE REMOVED .r . .rr w. am FL 30 "= 486.85 EXISTING BUILDING ,. a ............ a .r rr ..ra.r.rr ... j ° ! jj ` . ! TO BE REMOVED i ( :} PAVING SITE AREA AND ADDRESS. `'~.1 '•-._' 442, j Z58 ACRES 1 1 7I."AUE 5250 HIGHBANKS ROAD SPRINGFIELD, OR CONTO UR INTERVAL: 1 ONE FOOT I/ BENCH as f , A I / : •j [ ELEVATIONS SHOWN HEREON ARE BASED ON LANE COUNTY ' DATUM BENCH MARK USED WAS A LANE COUNTY BRASS CAP CONTROL POINT AT THE INTERSECTION OF 52ND STREET AND INTERSTATE 1 -105, ON THE WEST SIDE NEAR A SIGNAL POLE IN 1 THE EDGE OF PAVING AT MEDIAN STRIP. ELEVATION - 493.73 WATER CO URSES: ll ( THE WATER QUALITY LIMITED WATER COURSE MAP DOES NOT INDICATE THE SITE IS ADJACsENT TO A WATER QUALITY LIMITED WATERCOURSE, 6 1 --- EL OO.D ZONE, I FLOOD ZONE BOUNDARIES AND BASE FLOOD ELEVATIONS WERE +( TAKEN FROM FEDERAL EMERGENCY MANAGEMENT ASSOCIATIONS FLOOD INSURANCE RATE MAP (41039C1166F 612199) AND CATCH BASIN / (41039CII62F 612199) COMMUNITY PANEL NQ 415592 LETTER OF GRATE = 489.11 MAP REVISION BASED ON FILL(LOMR-F) DETERMINATION DOCUMENT ' 1 VYATFR FL= 487.65 CASE NO. 09- 10- 0007A. METERS EX CURB INLET - rho' :ItFLDYt a ' FL 10" !N N. 4$7.6 SOIL-T"Eso j PR L ON . FL 10 IN E 487.5 1 DEVICE J 1 f FL 10" OUT S. = 487.4 ACCORDING TO NATURAL RESOURCES CONSERVATION SERVICES, THE SOILS ON THIS SITE ARE AS FOLLOWS, CHEHALIS•URBAN LAND COMPLEX (SOIL NUMBER, 27), r - - ...., . r % 5O " f.. (PERCENT OF SITE (1) THIS SOIL HAS A HIGH WATER EX8 SA DEPTH OF ) 6. EX CURB INLET '4 4 FL 10" = 487.2 CLOQUATO SILT LOAM (SOIL NUMBER.* 29), (PERCENT OF FL 30" - 486.3 SITE; (13) THIS SOIL HAS A HIGH WATER DEPTH OF >6 PITS (SOIL NUMBERS 110) (PERC)VT OF SITE, 28) / SAN MANHOLE THIS SOIL HAS A HIGH WATER DEPTH OF >6 / { RIM= 490.07 FL 8 IN N. = 485.4 CHEHALIS SILTY CLAY LOAM (SOIL NUMBER= 26). / FL 15 W 484.7 (PERCENT OF SITE, 59) THIS SOIL HAS A HIGH 1 : ; WATER DEPTH OF >6 ,BAST'S OF BEARINGS. j LANE COUNTY - SURVEY NO. 31948 FILED MAY G, 1994 LANE EX CURB INLET COUNTY OREGON PLAT RECORDS. ww e ter r wwr ww- r e e a err w .w rn r irr wir w arrrr aw EXISTING BUILDING ' / "LL REAT"RlJTE'ID..1TT: _ TO REMAIN % ' . THIS PROPERTY IS ENTIRELY OUTSIDE THE 99 -YEAR TIME OF `c+ } ; ' TRAVEL ZONE .r 00 w....ww . e. «0 a rrrrr..r , 4 . .. wruiwwR am OHE- _ _ __ _ _ _ .. - . _ ___ __._ _ _ _ .. .__ ._ _ _ _ __ _ _ _ _ _ - _ _ __. _ .. _ _ ._ __ _OHF _ _ _ _ __ _. __ _ _ _ _. _ _ ____ -. _ L _ _ __ .- - `t --OHE_ __. _._ _ _ _ ._ __ _._ __ ..-.OHS / EX. SAN MANHOLE 93 _ _ _ . EX. 6 "W i -° .FXa "SAN RIM= 490.70 } FL 8 "' IN N. = 484.3 \% ti . \ , -- - - - - - - - -- - - - s -. 15 -- 483.9 . J FL x`32 ° o,"' / `ss+ EX SAN MANHOLE 6 f, N b '4ik / EX CATCH EA SIN . mm - r NG ....... mmmmm _ _ _ am = . «......= ----' r GRATE = 4 9.60 FL-- 488.1 CENTERLINE OF EASEMENT FOR / 15 ,.....- - - °°` & TELEGRAPH TAX' 1 1 `"` ELECTRIC, TELEPHONE 20 WIDE EWER PARCEL. EASEMENT TO BENEFIT PER REEL 240, RECEPTION NO. LOT 400 RESERVING A RIGHT OF WAY OVER UNDER EX CURB` 1NLLfT 60 WIDE ROADWAY EASEMENT ROSS TAX LOT 404 SO LONG AS IT j EX10 0 c EX STORM MANHOLE 57916, LANE COUNTY OFFICIAL RECORDED ON REEL 618 AND AO: FL= 487.90 g RECORDS. NO WIDTH GIVEN. DOESN'T INTERFERE' WITH EWEB FACILITIES REEL 850, RECEPTION NO. 34129, LONE I M COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL 1 ` RIM= 491.05 FL 10" = 486.45 RECORDS j l EX CATCH BASIN Q FL 30" = 485.95 ,1 1 GRATE = 489.25. Q FL= 487.80 I t GRAPHIC SCALE 40 0 20 40 80 t W FEET ) Branch Engineering, Inc. 314 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineermg.com Civil • Structures • Transportation • Surveying i ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1010 Fax (541) 687 -0625 D PROF $131T #5 996 OREGON UARY . QOOC3 EXPIRES: DECEM9ER 31, 2409 PROJECT # 07 -143 DRAWN INS CHECKED GM & LB DATE 04124/09 SCALE: 1" =49 SHEET 000PYRIGHT 2009 by TBC Archited & Plannerdlnc •tit: o'$;5..., h .7 O F•. w W Q N 00 O MAIN STREET CL i wcnaff MP SCALE: NONE i 8 M R MANHOLE H g i O z so G e OAKa Cd FLOOD ZONE BOUNDARY r CU - Q 1 E SAN MANHOLE RIM = 491.18 FL 15485.2 i 4r EX8ISAN 1 ! f EX SAN JEX CURB INLET FL 10" OUT S. =488.1 FL 10" IN N.= 488.15 n f 1- E r0 STIr s ( EX 1 t"STM EX CURB INLET r FL 10 "---487 9 LEGEND °•• -• - ••_ SITE BOUNDARY - EXISTING CENTER LINE EXISTING EASEMENT EXISTING EDGE OF AC: °• -°° °° EXISTING CURB ---- -- --EX. W-- - ..- EXISTING WA TER --- --- --- --OHE- -- -- EXISTING OVER HEAD ELECTRIC -- -- -- EX.SAN -- -- -- EXISTING SANITARY --- --- EX.STM --- °-- EXISTING STORM EXISTING FLOODZONE gtir EXISTING CONTOUR (BY BRANCH ENGINEERING) EXISTING STRUCTURE -r. EXISTING CONCRETE SIDEWALK EXISTING SANITARY MANHOLE EXISTING STORM CURB INLET ,o EXISTING STORM MANHOLE EB EXISTING STORM CATCH BASIN 4(- EXISTING FIRE HYDRANT tj EXISTING WATER VALVE 40 EXISTING WATER METER EXISTING GAS VALVE -g- EXISTING POWER POLE --' EXISTING GUY WIRE EXISTING STREET LIGHT F11 EXISTING TELEPHONE RISER EXISTING PROPERTY CORNER EXISTING DECIDUOUS ' TO BE REMOVED f ` ' 1 EXISTING EVERGREEN `,. TO BE REMOVED .r . .rr w. am FL 30 "= 486.85 EXISTING BUILDING ,. a ............ a .r rr ..ra.r.rr ... j ° ! jj ` . ! TO BE REMOVED i ( :} PAVING SITE AREA AND ADDRESS. `'~.1 '•-._' 442, j Z58 ACRES 1 1 7I."AUE 5250 HIGHBANKS ROAD SPRINGFIELD, OR CONTO UR INTERVAL: 1 ONE FOOT I/ BENCH as f , A I / : •j [ ELEVATIONS SHOWN HEREON ARE BASED ON LANE COUNTY ' DATUM BENCH MARK USED WAS A LANE COUNTY BRASS CAP CONTROL POINT AT THE INTERSECTION OF 52ND STREET AND INTERSTATE 1 -105, ON THE WEST SIDE NEAR A SIGNAL POLE IN 1 THE EDGE OF PAVING AT MEDIAN STRIP. ELEVATION - 493.73 WATER CO URSES: ll ( THE WATER QUALITY LIMITED WATER COURSE MAP DOES NOT INDICATE THE SITE IS ADJACsENT TO A WATER QUALITY LIMITED WATERCOURSE, 6 1 --- EL OO.D ZONE, I FLOOD ZONE BOUNDARIES AND BASE FLOOD ELEVATIONS WERE +( TAKEN FROM FEDERAL EMERGENCY MANAGEMENT ASSOCIATIONS FLOOD INSURANCE RATE MAP (41039C1166F 612199) AND CATCH BASIN / (41039CII62F 612199) COMMUNITY PANEL NQ 415592 LETTER OF GRATE = 489.11 MAP REVISION BASED ON FILL(LOMR-F) DETERMINATION DOCUMENT ' 1 VYATFR FL= 487.65 CASE NO. 09- 10- 0007A. METERS EX CURB INLET - rho' :ItFLDYt a ' FL 10" !N N. 4$7.6 SOIL-T"Eso j PR L ON . FL 10 IN E 487.5 1 DEVICE J 1 f FL 10" OUT S. = 487.4 ACCORDING TO NATURAL RESOURCES CONSERVATION SERVICES, THE SOILS ON THIS SITE ARE AS FOLLOWS, CHEHALIS•URBAN LAND COMPLEX (SOIL NUMBER, 27), r - - ...., . r % 5O " f.. (PERCENT OF SITE (1) THIS SOIL HAS A HIGH WATER EX8 SA DEPTH OF ) 6. EX CURB INLET '4 4 FL 10" = 487.2 CLOQUATO SILT LOAM (SOIL NUMBER.* 29), (PERCENT OF FL 30" - 486.3 SITE; (13) THIS SOIL HAS A HIGH WATER DEPTH OF >6 PITS (SOIL NUMBERS 110) (PERC)VT OF SITE, 28) / SAN MANHOLE THIS SOIL HAS A HIGH WATER DEPTH OF >6 / { RIM= 490.07 FL 8 IN N. = 485.4 CHEHALIS SILTY CLAY LOAM (SOIL NUMBER= 26). / FL 15 W 484.7 (PERCENT OF SITE, 59) THIS SOIL HAS A HIGH 1 : ; WATER DEPTH OF >6 ,BAST'S OF BEARINGS. j LANE COUNTY - SURVEY NO. 31948 FILED MAY G, 1994 LANE EX CURB INLET COUNTY OREGON PLAT RECORDS. ww e ter r wwr ww- r e e a err w .w rn r irr wir w arrrr aw EXISTING BUILDING ' / "LL REAT"RlJTE'ID..1TT: _ TO REMAIN % ' . THIS PROPERTY IS ENTIRELY OUTSIDE THE 99 -YEAR TIME OF `c+ } ; ' TRAVEL ZONE .r 00 w....ww . e. «0 a rrrrr..r , 4 . .. wruiwwR am OHE- _ _ __ _ _ _ .. - . _ ___ __._ _ _ _ .. .__ ._ _ _ _ __ _ _ _ _ _ - _ _ __. _ .. _ _ ._ __ _OHF _ _ _ _ __ _. __ _ _ _ _. _ _ ____ -. _ L _ _ __ .- - `t --OHE_ __. _._ _ _ _ ._ __ _._ __ ..-.OHS / EX. SAN MANHOLE 93 _ _ _ . EX. 6 "W i -° .FXa "SAN RIM= 490.70 } FL 8 "' IN N. = 484.3 \% ti . \ , -- - - - - - - - -- - - - s -. 15 -- 483.9 . J FL x`32 ° o,"' / `ss+ EX SAN MANHOLE 6 f, N b '4ik / EX CATCH EA SIN . mm - r NG ....... mmmmm _ _ _ am = . «......= ----' r GRATE = 4 9.60 FL-- 488.1 CENTERLINE OF EASEMENT FOR / 15 ,.....- - - °°` & TELEGRAPH TAX' 1 1 `"` ELECTRIC, TELEPHONE 20 WIDE EWER PARCEL. EASEMENT TO BENEFIT PER REEL 240, RECEPTION NO. LOT 400 RESERVING A RIGHT OF WAY OVER UNDER EX CURB` 1NLLfT 60 WIDE ROADWAY EASEMENT ROSS TAX LOT 404 SO LONG AS IT j EX10 0 c EX STORM MANHOLE 57916, LANE COUNTY OFFICIAL RECORDED ON REEL 618 AND AO: FL= 487.90 g RECORDS. NO WIDTH GIVEN. DOESN'T INTERFERE' WITH EWEB FACILITIES REEL 850, RECEPTION NO. 34129, LONE I M COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL 1 ` RIM= 491.05 FL 10" = 486.45 RECORDS j l EX CATCH BASIN Q FL 30" = 485.95 ,1 1 GRATE = 489.25. Q FL= 487.80 I t GRAPHIC SCALE 40 0 20 40 80 t W FEET ) Branch Engineering, Inc. 314 Fifth Street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin@branchengineermg.com Civil • Structures • Transportation • Surveying i ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1010 Fax (541) 687 -0625 D PROF $131T #5 996 OREGON UARY . QOOC3 EXPIRES: DECEM9ER 31, 2409 PROJECT # 07 -143 DRAWN INS CHECKED GM & LB DATE 04124/09 SCALE: 1" =49 SHEET 000PYRIGHT 2009 by TBC Archited & Plannerdlnc OAD 491.0' 491.0' 4 (-490.0' Z Ly NA T1 E SOIL 1'411k' 31 --- 491.5' MIN. CURB OVERFLOW 492.0' MAX OAD 490.0' PIPE 5 1 490 8l 4870' 5`1 0? 488 X 18' OF PLANTING 486 01 SOIL DEPTH "I OF PLANTING N SOIL DEPTH 484 Ing BOTTOM WIDTH oft% 18' OF GRA VEL NATIVE SOIL I VARIES DEPTH 482 GRASSY SWALS CROSS SBC77ON A-A INM27A77ON BASM CROSS SEC77ON B-B #SEE LANDSCAPE ARCHITECT PLANS FOR PLANTING AND SOIL TYPE eSEE LANDSCAPE ARCHITECT PLANS FOR PLANW AND SOIL TYPE CURB OVERFLOW WATER QUAL17Y SWALE PIPE mo -] 489.5 t saw P rl iE ii Ell fi .11. ff '11' 1' LEGEND PROPOSED CONDITIONS PROPOSED CURB OUTLINE OF PROPOSED STRUCTURE PROPOSED GRADE BREAK PROPOSED CONCRETE PROPOSED GRA VEL • PROPOSED LANDSCAPING PROPOSED ODOT TYPE 'D' INLET PROPOSED CA TC1H-8A SIN PROPOSED CLEANOUT PROPOSED FLOW DIRECTION ROOF DRAINAGE PATTERN PROPOSED STORMWA TER OUTFLOW 3" AC= PAVING 0 50 100 ---T5u- ---------- O AC: xxx.xx PROPOSED lut' OF 9"-(0) CRUSHED ROCK. L!' MT BASS CROSS S19CHON C-C' SAN MANHOLE PAVEMENT RIM= 491.78 lm xxxxx PROPOSED TOP OF CURB A01 91 A&M C7AffC%LjVn FLOOR ELEVATION of INFIL TRA TION 491,10 1 1.1, BASIN BOTTOM EL EVA TION AO:'421.W :10 .. 1:,;, I I III- FINISHED GRADE CONTOURS 489.0' X ON 490.Q! 90X EXISTING CONDITIONS SITE BOUNDARY C 10 OMPAOTED SUBGRADE AO. 491.30 EXISTING CENTER LINE V I e-4 0I AUM n0rUP Ae`11 AM ark OF A CA10111VU r-ROCNICIVI OF. N UM PAVENIZU SIRCHON s, -I: \,I, N \'.7cs N 7'7- EXISTING EDGE OF AC, Ne or, A Nle Zk N-1 Z III Z%. N-1 F '00 --31 SCALE= NONE 4 20 48 490 4 A EXISTING CURB NATIVE SOIL PROVIDE 1 11201 4" THICK CONCRETE 1-4 - -EX. W._.. EXISTING WATER DEEP TOOLED 18' OF PLANTING SIDEWALK WITH U D -OHE- EXISTING BMMNON MSRV CROSS MCNON D-D MEDIUM BROOM 43 OVER HEAD ELECTRIC 18 GRAVEL SOIL DEPTH CONTRACTION #SEE LANDSCAPE ARCHITECT PLANS FOR PLANTING AND SOIL TYPE CM0 AgIIII JOINT 5' OC MIN. FINISH -F-Y SAN- F-YIPTIAIr. SANITARY EX :491.42 ------ r-W EX.STM- EXISTING STORM A Er 0 L! 011- .491.60 EXISTING FENCE CI SAN MANHOLE -492 EXISTING GRADE CONTOUR rx.. TO: .04 C) .492.04 T RIM-- 491.18 IV EXISTING STRUCTURE AC: C AG, 492.04 FL 15 485.2 0 AC:=491.60 PONDMP= SHED 0% 4 EXISTING CONCRETE SIDEWALK CR ROCK. 41 . ; I I co 2" 314"-(0) MIN. POND 41 EXISTING SANITARY MANHOLE @ COMPACTED SUBGRADE 4 91 EXISTING STORM CURB INLET M: 492.04 CONCRUM .04 AC%*. 4M EX CURB INLET @ EXISTING STORM MANHOLE .'A SMEMAM S, ' 4 .A TO. 4 04 % 20 EXISTING STORM CATCH BASIN TQ .04 FL 10 OUT S.=488.1 .04' 00 SCALEs NONE AG: 41M.25 AO. .04 V6 • FL 10" IN N.=488-15 EXISTING FIRE HYDRANT GRA ? EXISTING WATER VALVE S EX CURB EXISTING WATER METER :491.26 LN `B FL 10"=487.9 TP. 493.40A AO: 1.26 - -- - -I INLET EXISTING GAS VALVE AG: 491.00 N TO: 492.60 AG: A 'N I I '--I FL 30"=486.85 AC: 492.80 ------ k •h. W10 -0- EXISTING POWER POLE - P.- 4gn.18 Q EXISTING GUY WIRE 3 0 f At ic. III WIN 11. - 6- Z -- EXISTING STREET LIGHT < AC; 492.18 111 EXISTING TELEPHONE RISER Y 1,:: PA I/ EXISTING PROPERTY CORNER AC: 492.88 AO: 492.1 :49Z20 AO. 490.00 h11G AG: 4al 8 AQ. 492.W AC: 492.00 G E 7 loss" -----IT0. 49ZSS ROOF DRAINAGE NOTES: M: 492.04 W. 4 TO: 4 -44 M. 492.04 4' 7A 'Raqw-- I-I TO: 92.14 7W,. 492.10 AO. 491.64 AO492.04 AQ 492.4 , - .7 AC: 10 .1 ROOF DRAINAGE WILL BE DIRECTED TO A DOWNSPOUT AC. 4CA AA SWAN.1 AC. 492.74 •< 0 70 9- - T , AND THROUGH A WEEP HOLE IN THE CURB. %M- 492.80 WATER J BW 4M.80 TC: 492.74 m 492 AG:49ZOD Iry TO. AN 4 17-111 f, -I t-*! 1 .7 . D FJU . - a.' I . - QUALITY .1 AC:-492.24 AO. 49 491.54 ®r 4 IWO 24 .. .. . . . .. .7 -- -- - .- - . 01 PROPOSED CUT AN 5000 C.Y. CUT (GG TO SUBGRADE) SWALE ACI=490-30 A M:4 .64 12.000 C.Y. FILL To FINISHED GRADE AC: 492 rrrr X t 1 KEY NOTE: > TC: 04 TO: 0 PROVIDE CURB OPENNINGS AT 10' ON CENTERS AC: 4M04 TC. 49Z74 AC:49ZO4 AQ 492.04 10 493." G (DADJACENT TO SWALES AND 1ITRATION PONDS, AC:49Z74 GRADE + AC: 493.44 GRADE P1 : F.ao-A <-I ". t \ .. : 4 N N AC: 492 0492 ;% rO. 493.44 #493.44 X, Ax J TV. 49&4 AC: 49ZG TO: 493.44 A '493.44 C: %1m x@ iiiiiiiiiiiiiiio III 4=0 4100 It V TC: 492.35 At% Av 491.85 OMAN AO. 492 W .74 4. 19 11. \\1 - el. +1b 5 0; IS x < TO. 492.04 TO: 4 D4 AC: 491.64 C AC-.-. 49164 A00: 491 491.54 4 CATCH BASIN • M 92.4 TTQ .74 491 A* AO: 4 .60 GRATE = 489.11 24 FL= 487.65 AO. 491.10 @ CATCH BIASN AC-49M A0-. 492.04 EX CURB INLET AC: .04 RIM=49D.60 AG: N 492.04 FL 10 INN = 487.6 TC: 492.74 TC: 4W-74 AO. 4r \ EA M- Aq_Z74 GRADE FL 10"' IN E. = 487.5 GRADE GRADE BRIM FL 10" OUT S. 487.4 BREAK 492.04 GR i J Tr • 4 O 492.04 TG: 92. x T / -A AC: 91 4 EX CURB INLET A7.491 491.64 1Q. 4 .74 = 487.2 4 24 .24 FL 10 • = 486.3 FL 30, A G . Ate. ` !` .,- + :492.04 SAN MANHOLE ` .. ... , RIM= 490.07 91.63 0. 491.45 AC: 491.64 FL 8 ",JN N. = 485.4 4W52 M 49241A TO: 492.04 M. 491.W FL 15 484.7 -< 00, 492.04 TU. 492.74 A 492.10 AC. 49P.04 TO-L.04 AC.491.10 92.78 AQA92.74 AO. 492.0"t A0. 492 04 AO. AG: 491 DE Y L I I #F AC @ EX CURB INLET 49& @ A0- 491L 4 + , @ A0- 492.04 @ .tt 11mmmmmmomwommm 40m IMP am mmmm am qMP am am "mmmmmmmm* MO om ammommommm mm* 4m 409 fto m + AG: 491.40 .01 + CATCH BASIN RIM=490.60 L am MOP AO. 491.00 C'. 49Z1 5 CA BASIN _IIIIIIIIIIIIIIII CATCH CAMH BASIN _N_ A GRADE OHE '1 I OHE RIM=490-60 EX. SAN MANHOLE RM=491.26 RIM= 490.70 ------------- EX AQ 49ZOO 00 .............. 491.76 ------ 7RIM=491 I FL 8" )PIN N. = 484.3 FL 15 483.9 GRAPHIC SCALE MATCH MAT_ V 1? TVA r"IF. VT MATCA EX AQ. EX SAN MANHOLE 4£1 Q 20 4(J 8{3 491.25 86 492.25 497-00 C14 JL J6j JL VjL &.4 493.25 VC EX CATCH BASIN \ 11 N N N N N N Z,. \N IN, " 11 1 -1j, A 1%, GRATE = 489.60 mmommom MOP am m dm fw ai FL= 488.10 ( N FEET 16t, t52jVD CENTERLINE OF EASEMENT FOR I I%I ",ft. STR' Branch E.gineering, Inc. ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWEB PARCEL. EASEMENT TO BENEFIT TAX CURB INUL PER REEL- 240, RECEPTION NO, 60" WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER FL= 487.90 1 310 Fifth Street 51916,, LANE COUNTY OFFICIAL RECORDED ON REEL 618, AND AC:ROSS TAX LOT 404 SO LONG AS IT EX STORM MANHOLE Springfield, Oregon 97477 RECORDS. NO WIDTH GIVEN. RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWER FACILITIES REEL 850, RIM- 491-05 COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL FL 10;; = 486.45 (541)746-0637 FAX (541)746-0389 RECORDS EX CATCH BASIN FL 30" = 485,95 branchadmin@branchengineering-com GRATE - 489-25 FL= 487.80 Civil • Structures * Transportation + Surveying TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 11 D PR #5299 OREGON RY W41• * EXPIRES: DECEMBER 31, 2009 PROJECT # 07-143 DRAWN WS CHECKED GM & LB DATE 04/24/09 SCALE: 1 11=40' SHEET 2 (DICOPI 2009 by T BG Architect& Planners/Inc 0 ----- ----- LEGEND PROPOSED CONDITIONS PROPOSED CURB OUTLINE OF PROPOSED STRUCTURE PROPOSED GRADE BREAK PROPOSED CONCRETE PROPOSED GRA VEL • PROPOSED LANDSCAPING PROPOSED ODOT TYPE 'D' INLET PROPOSED CA TC1H-8A SIN PROPOSED CLEANOUT PROPOSED FLOW DIRECTION ROOF DRAINAGE PATTERN PROPOSED STORMWA TER OUTFLOW 3" AC= PAVING 0 50 100 ---T5u- ---------- O AC: xxx.xx PROPOSED lut' OF 9"-(0) CRUSHED ROCK. L!' MT BASS CROSS S19CHON C-C' SAN MANHOLE PAVEMENT RIM= 491.78 lm xxxxx PROPOSED TOP OF CURB A01 91 A&M C7AffC%LjVn FLOOR ELEVATION of INFIL TRA TION 491,10 1 1.1, BASIN BOTTOM EL EVA TION AO:'421.W :10 .. 1:,;, I I III- FINISHED GRADE CONTOURS 489.0' X ON 490.Q! 90X EXISTING CONDITIONS SITE BOUNDARY C 10 OMPAOTED SUBGRADE AO. 491.30 EXISTING CENTER LINE V I e-4 0I AUM n0rUP Ae`11 AM ark OF A CA10111VU r-ROCNICIVI OF. N UM PAVENIZU SIRCHON s, -I: \,I, N \'.7cs N 7'7- EXISTING EDGE OF AC, Ne or, A Nle Zk N-1 Z III Z%. N-1 F '00 --31 SCALE= NONE 4 20 48 490 4 A EXISTING CURB NATIVE SOIL PROVIDE 1 11201 4" THICK CONCRETE 1-4 - -EX. W._.. EXISTING WATER DEEP TOOLED 18' OF PLANTING SIDEWALK WITH U D -OHE- EXISTING BMMNON MSRV CROSS MCNON D-D MEDIUM BROOM 43 OVER HEAD ELECTRIC 18 GRAVEL SOIL DEPTH CONTRACTION #SEE LANDSCAPE ARCHITECT PLANS FOR PLANTING AND SOIL TYPE CM0 AgIIII JOINT 5' OC MIN. FINISH -F-Y SAN- F-YIPTIAIr. SANITARY EX :491.42 ------ r-W EX.STM- EXISTING STORM A Er 0 L! 011- .491.60 EXISTING FENCE CI SAN MANHOLE -492 EXISTING GRADE CONTOUR rx.. TO: .04 C) .492.04 T RIM-- 491.18 IV EXISTING STRUCTURE AC: C AG, 492.04 FL 15 485.2 0 AC:=491.60 PONDMP= SHED 0% 4 EXISTING CONCRETE SIDEWALK CR ROCK. 41 . ; I I co 2" 314"-(0) MIN. POND 41 EXISTING SANITARY MANHOLE @ COMPACTED SUBGRADE 4 91 EXISTING STORM CURB INLET M: 492.04 CONCRUM .04 AC%*. 4M EX CURB INLET @ EXISTING STORM MANHOLE .'A SMEMAM S, ' 4 .A TO. 4 04 % 20 EXISTING STORM CATCH BASIN TQ .04 FL 10 OUT S.=488.1 .04' 00 SCALEs NONE AG: 41M.25 AO. .04 V6 • FL 10" IN N.=488-15 EXISTING FIRE HYDRANT GRA ? EXISTING WATER VALVE S EX CURB EXISTING WATER METER :491.26 LN `B FL 10"=487.9 TP. 493.40A AO: 1.26 - -- - -I INLET EXISTING GAS VALVE AG: 491.00 N TO: 492.60 AG: A 'N I I '--I FL 30"=486.85 AC: 492.80 ------ k •h. W10 -0- EXISTING POWER POLE - P.- 4gn.18 Q EXISTING GUY WIRE 3 0 f At ic. III WIN 11. - 6- Z -- EXISTING STREET LIGHT < AC; 492.18 111 EXISTING TELEPHONE RISER Y 1,:: PA I/ EXISTING PROPERTY CORNER AC: 492.88 AO: 492.1 :49Z20 AO. 490.00 h11G AG: 4al 8 AQ. 492.W AC: 492.00 G E 7 loss" -----IT0. 49ZSS ROOF DRAINAGE NOTES: M: 492.04 W. 4 TO: 4 -44 M. 492.04 4' 7A 'Raqw-- I-I TO: 92.14 7W,. 492.10 AO. 491.64 AO492.04 AQ 492.4 , - .7 AC: 10 .1 ROOF DRAINAGE WILL BE DIRECTED TO A DOWNSPOUT AC. 4CA AA SWAN.1 AC. 492.74 •< 0 70 9- - T , AND THROUGH A WEEP HOLE IN THE CURB. %M- 492.80 WATER J BW 4M.80 TC: 492.74 m 492 AG:49ZOD Iry TO. AN 4 17-111 f, -I t-*! 1 .7 . D FJU . - a.' I . - QUALITY .1 AC:-492.24 AO. 49 491.54 ®r 4 IWO 24 .. .. . . . .. .7 -- -- - .- - . 01 PROPOSED CUT AN 5000 C.Y. CUT (GG TO SUBGRADE) SWALE ACI=490-30 A M:4 .64 12.000 C.Y. FILL To FINISHED GRADE AC: 492 rrrr X t 1 KEY NOTE: > TC: 04 TO: 0 PROVIDE CURB OPENNINGS AT 10' ON CENTERS AC: 4M04 TC. 49Z74 AC:49ZO4 AQ 492.04 10 493." G (DADJACENT TO SWALES AND 1ITRATION PONDS, AC:49Z74 GRADE + AC: 493.44 GRADE P1 : F.ao-A <-I ". t \ .. : 4 N N AC: 492 0492 ;% rO. 493.44 #493.44 X, Ax J TV. 49&4 AC: 49ZG TO: 493.44 A '493.44 C: %1m x@ iiiiiiiiiiiiiiio III 4=0 4100 It V TC: 492.35 At% Av 491.85 OMAN AO. 492 W .74 4. 19 11. \\1 - el. +1b 5 0; IS x < TO. 492.04 TO: 4 D4 AC: 491.64 C AC-.-. 49164 A00: 491 491.54 4 CATCH BASIN • M 92.4 TTQ .74 491 A* AO: 4 .60 GRATE = 489.11 24 FL= 487.65 AO. 491.10 @ CATCH BIASN AC-49M A0-. 492.04 EX CURB INLET AC: .04 RIM=49D.60 AG: N 492.04 FL 10 INN = 487.6 TC: 492.74 TC: 4W-74 AO. 4r \ EA M- Aq_Z74 GRADE FL 10"' IN E. = 487.5 GRADE GRADE BRIM FL 10" OUT S. 487.4 BREAK 492.04 GR i J Tr • 4 O 492.04 TG: 92. x T / -A AC: 91 4 EX CURB INLET A7.491 491.64 1Q. 4 .74 = 487.2 4 24 .24 FL 10 • = 486.3 FL 30, A G . Ate. ` !` .,- + :492.04 SAN MANHOLE ` .. ... , RIM= 490.07 91.63 0. 491.45 AC: 491.64 FL 8 ",JN N. = 485.4 4W52 M 49241A TO: 492.04 M. 491.W FL 15 484.7 -< 00, 492.04 TU. 492.74 A 492.10 AC. 49P.04 TO-L.04 AC.491.10 92.78 AQA92.74 AO. 492.0"t A0. 492 04 AO. AG: 491 DE Y L I I #F AC @ EX CURB INLET 49& @ A0- 491L 4 + , @ A0- 492.04 @ .tt 11mmmmmmomwommm 40m IMP am mmmm am qMP am am "mmmmmmmm* MO om ammommommm mm* 4m 409 fto m + AG: 491.40 .01 + CATCH BASIN RIM=490.60 L am MOP AO. 491.00 C'. 49Z1 5 CA BASIN _IIIIIIIIIIIIIIII CATCH CAMH BASIN _N_ A GRADE OHE '1 I OHE RIM=490-60 EX. SAN MANHOLE RM=491.26 RIM= 490.70 ------------- EX AQ 49ZOO 00 .............. 491.76 ------ 7RIM=491 I FL 8" )PIN N. = 484.3 FL 15 483.9 GRAPHIC SCALE MATCH MAT_ V 1? TVA r"IF. VT MATCA EX AQ. EX SAN MANHOLE 4£1 Q 20 4(J 8{3 491.25 86 492.25 497-00 C14 JL J6j JL VjL &.4 493.25 VC EX CATCH BASIN \ 11 N N N N N N Z,. \N IN, " 11 1 -1j, A 1%, GRATE = 489.60 mmommom MOP am m dm fw ai FL= 488.10 ( N FEET 16t, t52jVD CENTERLINE OF EASEMENT FOR I I%I ",ft. STR' Branch E.gineering, Inc. ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWEB PARCEL. EASEMENT TO BENEFIT TAX CURB INUL PER REEL- 240, RECEPTION NO, 60" WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER FL= 487.90 1 310 Fifth Street 51916,, LANE COUNTY OFFICIAL RECORDED ON REEL 618, AND AC:ROSS TAX LOT 404 SO LONG AS IT EX STORM MANHOLE Springfield, Oregon 97477 RECORDS. NO WIDTH GIVEN. RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWER FACILITIES REEL 850, RIM- 491-05 COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL FL 10;; = 486.45 (541)746-0637 FAX (541)746-0389 RECORDS EX CATCH BASIN FL 30" = 485,95 branchadmin@branchengineering-com GRATE - 489-25 FL= 487.80 Civil • Structures * Transportation + Surveying TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 11 D PR #5299 OREGON RY W41• * EXPIRES: DECEMBER 31, 2009 PROJECT # 07-143 DRAWN WS CHECKED GM & LB DATE 04/24/09 SCALE: 1 11=40' SHEET 2 (DICOPI 2009 by T BG Architect& Planners/Inc 0 ----- ----- OMAN AO. 492 W .74 4. 19 11. \\1 - el. +1b 5 0; IS x < TO. 492.04 TO: 4 D4 AC: 491.64 C AC-.-. 49164 A00: 491 491.54 4 CATCH BASIN • M 92.4 TTQ .74 491 A* AO: 4 .60 GRATE = 489.11 24 FL= 487.65 AO. 491.10 @ CATCH BIASN AC-49M A0-. 492.04 EX CURB INLET AC: .04 RIM=49D.60 AG: N 492.04 FL 10 INN = 487.6 TC: 492.74 TC: 4W-74 AO. 4r \ EA M- Aq_Z74 GRADE FL 10"' IN E. = 487.5 GRADE GRADE BRIM FL 10" OUT S. 487.4 BREAK 492.04 GR i J Tr • 4 O 492.04 TG: 92. x T / -A AC: 91 4 EX CURB INLET A7.491 491.64 1Q. 4 .74 = 487.2 4 24 .24 FL 10 • = 486.3 FL 30, A G . Ate. ` !` .,- + :492.04 SAN MANHOLE ` .. ... , RIM= 490.07 91.63 0. 491.45 AC: 491.64 FL 8 ",JN N. = 485.4 4W52 M 49241A TO: 492.04 M. 491.W FL 15 484.7 -< 00, 492.04 TU. 492.74 A 492.10 AC. 49P.04 TO-L.04 AC.491.10 92.78 AQA92.74 AO. 492.0"t A0. 492 04 AO. AG: 491 DE Y L I I #F AC @ EX CURB INLET 49& @ A0- 491L 4 + , @ A0- 492.04 @ .tt 11mmmmmmomwommm 40m IMP am mmmm am qMP am am "mmmmmmmm* MO om ammommommm mm* 4m 409 fto m + AG: 491.40 .01 + CATCH BASIN RIM=490.60 L am MOP AO. 491.00 C'. 49Z1 5 CA BASIN _IIIIIIIIIIIIIIII CATCH CAMH BASIN _N_ A GRADE OHE '1 I OHE RIM=490-60 EX. SAN MANHOLE RM=491.26 RIM= 490.70 ------------- EX AQ 49ZOO 00 .............. 491.76 ------ 7RIM=491 I FL 8" )PIN N. = 484.3 FL 15 483.9 GRAPHIC SCALE MATCH MAT_ V 1? TVA r"IF. VT MATCA EX AQ. EX SAN MANHOLE 4£1 Q 20 4(J 8{3 491.25 86 492.25 497-00 C14 JL J6j JL VjL &.4 493.25 VC EX CATCH BASIN \ 11 N N N N N N Z,. \N IN, " 11 1 -1j, A 1%, GRATE = 489.60 mmommom MOP am m dm fw ai FL= 488.10 ( N FEET 16t, t52jVD CENTERLINE OF EASEMENT FOR I I%I ",ft. STR' Branch E.gineering, Inc. ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWEB PARCEL. EASEMENT TO BENEFIT TAX CURB INUL PER REEL- 240, RECEPTION NO, 60" WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER FL= 487.90 1 310 Fifth Street 51916,, LANE COUNTY OFFICIAL RECORDED ON REEL 618, AND AC:ROSS TAX LOT 404 SO LONG AS IT EX STORM MANHOLE Springfield, Oregon 97477 RECORDS. NO WIDTH GIVEN. RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWER FACILITIES REEL 850, RIM- 491-05 COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL FL 10;; = 486.45 (541)746-0637 FAX (541)746-0389 RECORDS EX CATCH BASIN FL 30" = 485,95 branchadmin@branchengineering-com GRATE - 489-25 FL= 487.80 Civil • Structures * Transportation + Surveying TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 11 D PR #5299 OREGON RY W41• * EXPIRES: DECEMBER 31, 2009 PROJECT # 07-143 DRAWN WS CHECKED GM & LB DATE 04/24/09 SCALE: 1 11=40' SHEET 2 (DICOPI 2009 by T BG Architect& Planners/Inc 0 ----- ----- a 0 Q a x 1:4 A !O CONSTRUCT ASTM D 3034 PVC STORM WATER PIPE PER SIZE AND SLOPE SHOWN. CONSTRUCT ASTM D 3034 PVC WASTEWATER PIPE PER SIZE AND SLOPE SHOWN. PROVIDE 2 SCHEDULE 40 PVC PIPE W1THlN 5 -FEET FROM BUILDING. CONNECT TO BUILDING STUBOUT. PROVIDE COMPATIBLE COUPLING. QINSTALL 2° SCH. 40 PVC STORM PIPE. WEEP 70 CURB AS SHOWN. 4 CLEANOUT. 5U ODOT TYPE "D" CATC: H INLET. O SCHEDULE 40 PVC WATER SERVECE PER SIZE INDICATED. ODOUBLE - COMPARTMENT CATCH BASIN. SEE DETAIL, ON THIS SHEET G BAC: K FLOW PREVENTER t 0 WATER METER 0FIRE HYDRANT 12 8" FIRE LINE !3 PROPOSED FENCE SCREENING 18 CUT END OF OUTLET PIPE TO MATC: H EMBANKMENT SLOPE AND CONSTRUCT OUTFACE RIPRAP APRON, 19 PROPOSED MANHOLE 20 !NFlLTRATION STORMWATER RETENTION POND. (SEE LANDSCAPE ARCHITECT PLANS FOR PLANANG) 21 4° WALL CLEANOUT W/ FULL SIZE TRAP AND 2" VENT PIPING UP THRU ROOF 22 SANITARY AREA DRAIN PRIMER TRAP. 23 J" COPPER WATERLINE FOR SANITARY AREA DRAIN PRIMER TRAP. BICYCLE -PROOF GRATE LOCKABLE COVER T. .Q . j j, / ;" . zo - • 6 PIPE, SEE NOTES OF IN r tr • •. . 24 ' • • ' • // / HUBBLESS CONNECTOR / / / /` / / / /`\ ` /' / \ / /`\ // „ SO GREASE `` `\ . %`. / / \ / /i / /``ll /````1 /\ /i cEAN UTr L(D cED NDISTURBED SOIL OR "'GIBSON STEEL" OR "LYNCH" ENGINEERED FILL MANUFAC: TURED 10 ga. STEEL CATC: H BASIN 24"x24"x36 "D 3" MINIMUM COMPAC: TED CRUSHED ROCK BEDDING r NOTES. DOUBLE - COMPARTMENT VERIFY OU7LET INVERT REQUIREMENTS PRIOR? CATCH .BASIN q SCALE, NONE LEGEND PROPOSED CONDITIONS r ! t t t t 4 4 4 t . 4 . , f t , f t 4 4 + tf f 4 1 4 t 4 t . t nsiwi s •u •, w,• r w t n • f w •wE r w.1 . wrt a rsxws * ., . E < 4 4 f t f 1 # 4 t 1 t E 4 f t t f ; f r ; f 4 f 01 t f + t E f f + { 3{ { { { {{ PROPO SED SED GAS METE R S + 4 + t + 4 4 + 4 + f 4 f f f+ f t t 4 t 4 f 4 t 4 f 4 4 4 4 4 4 4 . 4 a a 4 3 4 4 t PROPOSED PARKING LIGHT ' 4 4 t 4 `0 r1 f 4 12" 004Og PROPOSED BIKE RAC. f 4 f PROPOSED BACjK FLOW P R EVENTER FL= 488.00 18 © PROPOSED WATER METER , PROPOSED FIRE HYDRANT RIM xxx,xx PROPOSED RIM ELEVATION HOLE } a , } , SAN MAN t • + + # • } + + a # # r 1 1 8 ell, ET t # + # + # # , + + r f RIM =491. j FL= xxx,xx PROPOSED FLOW LINE ELEVATION ` EXI JNG CONDITIONS 1. #j{ t3 EX8 "SAN t • . + + a ji/i + + s f t 4 a > `/ # . • # a i f { ; . I EXfi f1P SAN SITE BOUNDARY t f V ai '' ; a 4 > # > } 4 + f y , . > # > + + r'• 4 j { R EXISTING CENTER LINE t + + • + + a + + ;4 + } + . + , + + > ` l { .• 1EX CURB INLET -• EXISTING EASEMENT , f • j • . + + , + # FL 10" OUT S. =488.1 EXISTING EDGE OF AC- r I FL 10" IN ' •t •: .: ' = •.• •„ :.: • . . , . • - - .. •- •.: •t. • •, •. .: ;_ : - + } + + 4 } f 4 . N. =488.15 EXISTING CURB .EA. W- EXISTING WA TER R ' G / p q 'w Y . RIM= 497.50 EX CURB INLET + • ' } ' , F488.'ST , ' , FL 10"-487.19 .- "..`- .OHE•• --- .- - --- EXISTING OVER !LEAD ELECTRIC ``' `-' ` ' , ' , ' } ' + ' # ' , ' 4 j { -EX.SAN°FL 30" =486.85 EXISTING SANITARY s a # # > , : } > > } } + } # > # > Y ! t # # # + # # + > + + } ) + > + + > + + ; ! , + > # # + i # t , 4 t f 4 4 4 f . . i . t 4 f 4 f t t , t 4 f 4 r , 4 t t ! 4 4 E 4 t t f t , t + f f f + 4 4 4 t t + f , + E + t 4 4 t t t ; t f + +' :t. • .:;•= ::,., +:. 8" FIRE LINE °'•' 2I Q 22 INV 490.40' ,•ti •.• Y . .. fit•' 4. • •' it • N.• _• 4 PUMP . a RIM= 490.72 3 .. 4 0.5x _ ' RIM= 491.80 . 2 89.16 ' -- 490 39 • ` •' ' x • r RIM= 491.11 g - 489.72 DUAL 3" DA. 0.5% 1 '. WEEP LADLE - j ,•. K LEADERS (TYP) cn +; •• I •,,pro .: qa ' ;,O .:: 8' ° 0.51 ri KZ i 8" io 125, '€i co zi ..:' ` ECCENTRIC t • • ,, t INV.= 489.98 12'7 8" _ OM _ ECC IC RFD .RIM- 491.80 r . CER 490.30 8 : s - 1 '70 8" RIM= 491.11 8 I CENTRIC REDUCE 4 ' w 489.61 8 . =489 30 b. 490.72 _ cy I r .. FL-- 489.22 12'00.45,f ' a v, co 0.45 ° , a 491.80 RIM= 491.11 8 ,. ;' 489.61 8 t •: ' FL= 490 3f1 z. :, 1. 1 112 -. 7 == RIM= 490.72 z •. . , -.,,: FL= 489.2 FL =488.30 I 7 u ? t 9 2 ST. MN. 4 '< 1 1 %2 2 i 1 2 ST. MN. 3 • , 2 >i Sl'. MN, 2 •.• '•• +• ,/l hi,MN' •+ . '4• .• • f' • 1 •••• ••••.• 1 •f r • ; <.• •', •y' ,r 1. •r • +. .•N• + + # 2 sT SIT 1 V + + , WW L 2 W 6' °0.5% WW WW o W i f ,. .... 4.r ._...w.. ..r ..r.....rrrr .rr ... wo 10 f.,,,. ww.rr ..r dom 4m 4 .... .. u. ....r...... f: ..www.. f ... ... 7 2 1 15 "ST 00.3 . I I8' 20,25X 2 8' 00,5Z i .in urrimis i.. miwrifwmirw 4r1 t>, 4.w +, www + 4 .w tr •rM 4wr fa... rrrr.rur +riwanur ww w, OHE- -8 -RIM-490,50 -- - - RIM= 490.60 _ _ _. -01•IE _ RJ = 490.61 TO DX11 RIM= 491.25 RIM= 491.25 FL =489.25 FL =488.15 = 489.10 8 FL= 489.75 FL= 487,47 8 19 FL= 486.65 .,, «............. _ #...a...Y.- ....,_ '""."-- ....t.. - . , , . ,. T T ,ti . ,, .,v h. ti ice` ti . . , ,, ,; , T 7 T r 6 xx DRIVE - 1- \...,.i....] .tit tt ti ti ,. . t t .... ,.,5...1.._y_: • ~ - N - - -OHE -- 7 k CENTERLINE OF EASEMENT FOR ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWEB PARCEL. EASEMENT TO ' BENEFIT TAX PER REEL 240, RECEPTION NO. 60' WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER 51916, LANE COUNTY OFFICIAL RECORDED ON REEL 618, AND ACROSS TAX LOT 404 SO LONG AS IT RECORDS. NO WIDTH GIVEN. RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWEB FAC:ILIT /ES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL RECORDS (f ' > # 4 ' . ' • ' } ' } ' > t ' { - 1 •-- •- •EX.STM -°. -- EXISTING STORM -••8# FIRE LINE + # _ } , + • + • * + t . j EXISTING FENCE 21 s 2y ` # * . • * . { 4 PA VI EXISTING STRUCTURE -«_ .' ..: ti •e• k + + + r' * • • 4 4 .4 + F ~`mil * °.'4r 22 ` 7 ^ UE , EXISTING CONCRETE SIDEWALK 4 + a , : • . f EXISTING SANITARY MANHOLE wt•_S I EXISTING STORM CURB INLET t CT EXISTING STORM MANHOLE PUMP G • • "" A. a a a a jI4 j V `. , 4 tit . .• 4 • • a { 4r w •, ; :. } • 4, Em EXISTING STORM CATCH BASIN QUAL& •;j -{- EXISTING FIRE HYDRANT s1NALE if 1 EXISTING WATER VALVE 27 .r. 4 a t + • .f ' sS fffppp ' # + } J, EXISTING WATER METER . i EXISTING GAS VALVE EXISTING POWER POLE y , ! F t , t OUTLE +° --- EXISTING GUY WIRE {3 4 a 4 j INV --48 .3 3 = :? f 4 jI t r EXISTING STREET LIGHT 4 I • . { EXISTING TELEPHONE RISER ': `: ; " ` f,' t l ,. { ° :. EXISTING PROPERTY CORNER 4 EX6 SAN • ST PROPOSED 0 ORMWA TER PROPOSED STORMWA TER OUT FLOW WW -- PROPOSED WASTEWA TER -490 fi0 - • - -----W PROPOSED WA TER RI SAN MANHOLE -FIRE LINE- PROPOSED FIRE LINE f i RIM= 491..78 PROPOSED FENCE SCREENING A 1 PROPOSED CURB PROPOSED OUTLINE OF STRUCTURE • :'': °' '' PROPOSED CONCRETE PROPOSED CONCRETE ' 4••Yi z '. - - - PROPOSED LANDSCAPING RIM =489.00 fE 'n `' ° PROPOSED ODOT TYPE 'D' INLET FL =488.00 `° ® PROPOSED CATCH -BASIN UP PROPOSED CLEANOUT r ! t t t t 4 4 4 t . 4 . , f t , f t 4 4 + tf f 4 1 4 t 4 t . t nsiwi s •u •, w,• r w t n • f w •wE r w.1 . wrt a rsxws * ., . E < 4 4 f t f 1 # 4 t 1 t E 4 f t t f ; f r ; f 4 f 01 t f + t E f f + { 3{ { { { {{ PROPO SED SED GAS METE R S + 4 + t + 4 4 + 4 + f 4 f f f+ f t t 4 t 4 f 4 t 4 f 4 4 4 4 4 4 4 . 4 a a 4 3 4 4 t PROPOSED PARKING LIGHT ' 4 4 t 4 `0 r1 f 4 12" 004Og PROPOSED BIKE RAC. f 4 f PROPOSED BACjK FLOW P R EVENTER FL= 488.00 18 © PROPOSED WATER METER , PROPOSED FIRE HYDRANT RIM xxx,xx PROPOSED RIM ELEVATION HOLE } a , } , SAN MAN t • + + # • } + + a # # r 1 1 8 ell, ET t # + # + # # , + + r f RIM =491. j FL= xxx,xx PROPOSED FLOW LINE ELEVATION ` EXI JNG CONDITIONS 1. #j{ t3 EX8 "SAN t • . + + a ji/i + + s f t 4 a > `/ # . • # a i f { ; . I EXfi f1P SAN SITE BOUNDARY t f V ai '' ; a 4 > # > } 4 + f y , . > # > + + r'• 4 j { R EXISTING CENTER LINE t + + • + + a + + ;4 + } + . + , + + > ` l { .• 1EX CURB INLET -• EXISTING EASEMENT , f • j • . + + , + # FL 10" OUT S. =488.1 EXISTING EDGE OF AC- r I FL 10" IN ' •t •: .: ' = •.• •„ :.: • . . , . • - - .. •- •.: •t. • •, •. .: ;_ : - + } + + 4 } f 4 . N. =488.15 EXISTING CURB .EA. W- EXISTING WA TER R ' G / p q 'w Y . RIM= 497.50 EX CURB INLET + • ' } ' , F488.'ST , ' , FL 10"-487.19 .- "..`- .OHE•• --- .- - --- EXISTING OVER !LEAD ELECTRIC ``' `-' ` ' , ' , ' } ' + ' # ' , ' 4 j { -EX.SAN°FL 30" =486.85 EXISTING SANITARY s a # # > , : } > > } } + } # > # > Y ! t # # # + # # + > + + } ) + > + + > + + ; ! , + > # # + i # t , 4 t f 4 4 4 f . . i . t 4 f 4 f t t , t 4 f 4 r , 4 t t ! 4 4 E 4 t t f t , t + f f f + 4 4 4 t t + f , + E + t 4 4 t t t ; t f + +' :t. • .:;•= ::,., +:. 8" FIRE LINE °'•' 2I Q 22 INV 490.40' ,•ti •.• Y . .. fit•' 4. • •' it • N.• _• 4 PUMP . a RIM= 490.72 3 .. 4 0.5x _ ' RIM= 491.80 . 2 89.16 ' -- 490 39 • ` •' ' x • r RIM= 491.11 g - 489.72 DUAL 3" DA. 0.5% 1 '. WEEP LADLE - j ,•. K LEADERS (TYP) cn +; •• I •,,pro .: qa ' ;,O .:: 8' ° 0.51 ri KZ i 8" io 125, '€i co zi ..:' ` ECCENTRIC t • • ,, t INV.= 489.98 12'7 8" _ OM _ ECC IC RFD .RIM- 491.80 r . CER 490.30 8 : s - 1 '70 8" RIM= 491.11 8 I CENTRIC REDUCE 4 ' w 489.61 8 . =489 30 b. 490.72 _ cy I r .. FL-- 489.22 12'00.45,f ' a v, co 0.45 ° , a 491.80 RIM= 491.11 8 ,. ;' 489.61 8 t •: ' FL= 490 3f1 z. :, 1. 1 112 -. 7 == RIM= 490.72 z •. . , -.,,: FL= 489.2 FL =488.30 I 7 u ? t 9 2 ST. MN. 4 '< 1 1 %2 2 i 1 2 ST. MN. 3 • , 2 >i Sl'. MN, 2 •.• '•• +• ,/l hi,MN' •+ . '4• .• • f' • 1 •••• ••••.• 1 •f r • ; <.• •', •y' ,r 1. •r • +. .•N• + + # 2 sT SIT 1 V + + , WW L 2 W 6' °0.5% WW WW o W i f ,. .... 4.r ._...w.. ..r ..r.....rrrr .rr ... wo 10 f.,,,. ww.rr ..r dom 4m 4 .... .. u. ....r...... f: ..www.. f ... ... 7 2 1 15 "ST 00.3 . I I8' 20,25X 2 8' 00,5Z i .in urrimis i.. miwrifwmirw 4r1 t>, 4.w +, www + 4 .w tr •rM 4wr fa... rrrr.rur +riwanur ww w, OHE- -8 -RIM-490,50 -- - - RIM= 490.60 _ _ _. -01•IE _ RJ = 490.61 TO DX11 RIM= 491.25 RIM= 491.25 FL =489.25 FL =488.15 = 489.10 8 FL= 489.75 FL= 487,47 8 19 FL= 486.65 .,, «............. _ #...a...Y.- ....,_ '""."-- ....t.. - . , , . ,. T T ,ti . ,, .,v h. ti ice` ti . . , ,, ,; , T 7 T r 6 xx DRIVE - 1- \...,.i....] .tit tt ti ti ,. . t t .... ,.,5...1.._y_: • ~ - N - - -OHE -- 7 k CENTERLINE OF EASEMENT FOR ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWEB PARCEL. EASEMENT TO ' BENEFIT TAX PER REEL 240, RECEPTION NO. 60' WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER 51916, LANE COUNTY OFFICIAL RECORDED ON REEL 618, AND ACROSS TAX LOT 404 SO LONG AS IT RECORDS. NO WIDTH GIVEN. RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWEB FAC:ILIT /ES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL RECORDS (f ' > # 4 ' . ' • ' } ' } ' > t ' { - 1 •-- •- •EX.STM -°. -- EXISTING STORM -••8# FIRE LINE + # _ } , + • + • * + t . j EXISTING FENCE 21 s 2y ` # * . • * . { 4 PA VI EXISTING STRUCTURE -«_ .' ..: ti •e• k + + + r' * • • 4 4 .4 + F ~`mil * °.'4r 22 ` 7 ^ UE , EXISTING CONCRETE SIDEWALK 4 + a , : • . f EXISTING SANITARY MANHOLE wt•_S I EXISTING STORM CURB INLET t CT EXISTING STORM MANHOLE PUMP G • • "" A. a a a a jI4 j V `. , 4 tit . .• 4 • • a { 4r w •, ; :. } • 4, Em EXISTING STORM CATCH BASIN QUAL& •;j -{- EXISTING FIRE HYDRANT s1NALE if 1 EXISTING WATER VALVE 27 .r. 4 a t + • .f ' sS fffppp ' # + } J, EXISTING WATER METER . i EXISTING GAS VALVE EXISTING POWER POLE y , ! F t , t OUTLE +° --- EXISTING GUY WIRE {3 4 a 4 j INV --48 .3 3 = :? f 4 jI t r EXISTING STREET LIGHT 4 I • . { EXISTING TELEPHONE RISER ': `: ; " ` f,' t l ,. { ° :. EXISTING PROPERTY CORNER 4 EX6 SAN 488.60 ' } + ' > ' { :1 GRATE = 489.11 11 } / FL= 487.85 ST. MH. 1 ` WATER 0 I # + ! RIM= METERS EX CURB INLET 24 „ INV. OUT (E)=487.78 ' ' • - -.. ' 24" INV. IN (N )-=487, 78 BAC:I(FI.C?W o ` FL 10" IN N. = 487.6 _ ,.. » 6 INV. IN (S)=489.00 + I PREVENTION r, FL 10 IN E = 487.5 t l DEVICE FL 10" OUT S. = 487.4 ST, MH. 2 > > fI > 9 t• ) O { ii RIM= + > > } , ,•„EXl 24" INV. OUT (S)=488.06 18" INV. IN (N)=488.06 > a 0. EX8" 12" INV. IN (E)- 488.06 ' /V+ ,EX CURB INLET ST. MH. 3 FL 10 = 4842 -..1 FL 30" -486.3 RIM-- 18" INV. OUT (S) =488.56 4It SAN MANHOLE 15 INV. IN (N)=488.56 g R• • . a y7 :i 12 V. IN (E)=488.56 ? - { > l Is or4a RIM= 490.07 1 112" o ' # ' FL 8" IN N. = 485.4 ST. MH. 4 FL 15 484.7 RIM= 7 > ; .. . } } > j'f a M+ 15" INV. OUT 5)=489.23 r 7 N hc;, 12 INV. IN (E -- 489,23 > + a• '# > > ... ¢!j 6" IN V. IN (NW)= 489.30 ST > `, +W :.. EK CURB INLET Vy SST. i 7 >> + > > j SAN MH _ 1Z =485.00 EX. SAN MANHOLE - EX. 6 "W -- - { Fx8 "S RIM= 490.70 -_ ' FL 8" IN N. = 484.3 FL. 15" 483.9 'T 77 { ci : •ass EX SAN MANHOLE 1 { r EX CATCH SIN GRATE = 4A9 60 1 3 X FL = 488.1 1 STR.VVT u3 EX CURB INL91T FL= 487.90 1 Ex1 Q "S ' / w EX STORM MANHOLE 4 RIM= 491.05 GRAPHIC SCALE j l { EX CATCH BASIN `vl ©1 FL 10:; 486.45 40 4 20 40 80 GRATE - 489.25 FL 30 -- 485.95 w I • FL= 487.80 t IN FEET f ,1 Branch. Engineering, Inc, if / 1 310 Fifth Street j Springfield., Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin @branchengineering.com Civil • Structures + Transportation • Surveying a I ,, s 132 East Broadway Suite 200 Eugene, Oregon 97401 (541 ) 687 -1010 Fax (541 ) 687 -0625 EXPIRES: DECEMBER 31, 2009 PROJECT # 07 -143 DRAWN INS CHECKED GM & LB DATE 04%24/09 SCALE: 1 p =49 SHEET C COPYRIGHT 2004 by TBG Archited & Plannersllrnc • .. ,( -490 fi0 - • f 4 y :f+R } + i a t CATCH BASIN , { ; RI 488.60 ' } + ' > ' { :1 GRATE = 489.11 11 } / FL= 487.85 ST. MH. 1 ` WATER 0 I # + ! RIM= METERS EX CURB INLET 24 „ INV. OUT (E)=487.78 ' ' • - -.. ' 24" INV. IN (N )-=487, 78 BAC:I(FI.C?W o ` FL 10" IN N. = 487.6 _ ,.. » 6 INV. IN (S)=489.00 + I PREVENTION r, FL 10 IN E = 487.5 t l DEVICE FL 10" OUT S. = 487.4 ST, MH. 2 > > fI > 9 t• ) O { ii RIM= + > > } , ,•„EXl 24" INV. OUT (S)=488.06 18" INV. IN (N)=488.06 > a 0. EX8" 12" INV. IN (E)- 488.06 ' /V+ ,EX CURB INLET ST. MH. 3 FL 10 = 4842 -..1 FL 30" -486.3 RIM-- 18" INV. OUT (S) =488.56 4It SAN MANHOLE 15 INV. IN (N)=488.56 g R• • . a y7 :i 12 V. IN (E)=488.56 ? - { > l Is or4a RIM= 490.07 1 112" o ' # ' FL 8" IN N. = 485.4 ST. MH. 4 FL 15 484.7 RIM= 7 > ; .. . } } > j'f a M+ 15" INV. OUT 5)=489.23 r 7 N hc;, 12 INV. IN (E -- 489,23 > + a• '# > > ... ¢!j 6" IN V. IN (NW)= 489.30 ST > `, +W :.. EK CURB INLET Vy SST. i 7 >> + > > j SAN MH _ 1Z =485.00 EX. SAN MANHOLE - EX. 6 "W -- - { Fx8 "S RIM= 490.70 -_ ' FL 8" IN N. = 484.3 FL. 15" 483.9 'T 77 { ci : •ass EX SAN MANHOLE 1 { r EX CATCH SIN GRATE = 4A9 60 1 3 X FL = 488.1 1 STR.VVT u3 EX CURB INL91T FL= 487.90 1 Ex1 Q "S ' / w EX STORM MANHOLE 4 RIM= 491.05 GRAPHIC SCALE j l { EX CATCH BASIN `vl ©1 FL 10:; 486.45 40 4 20 40 80 GRATE - 489.25 FL 30 -- 485.95 w I • FL= 487.80 t IN FEET f ,1 Branch. Engineering, Inc, if / 1 310 Fifth Street j Springfield., Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin @branchengineering.com Civil • Structures + Transportation • Surveying a I ,, s 132 East Broadway Suite 200 Eugene, Oregon 97401 (541 ) 687 -1010 Fax (541 ) 687 -0625 EXPIRES: DECEMBER 31, 2009 PROJECT # 07 -143 DRAWN INS CHECKED GM & LB DATE 04%24/09 SCALE: 1 p =49 SHEET C COPYRIGHT 2004 by TBG Archited & Plannersllrnc • I ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE PRIVATELY CON5TKUCTED CONFORMING TO THE CITY Of 5PKINGfIffLD STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 2. IN COMPLIANCE WITH 5DC 4.3-125, ALL NEW ON-51TE UTILITIES WILL BE PLACED UNDERGROUND, WHENEVER P055113LE. 3. REFERENCE CIVIL PLANS, FOR ALL GRADING AND DRAINAGE REQUIREMENTS. 4. REFERENCE SHEET A2 * A3 FOR EXTERIOR ELEVATIONS. 5. AN ACCURATE OUTDOOR BUILDING LIGHTING SHALL BE PROPOSED IN COMPLIANCE WITH 5DC 4.5 -100 AT THE TIME Of BUILDING PERMIT SUBMITTAL. G. IN COMPLIANCE WITH 50C 4.4-105(G), A PERMANENT UNDERGROUND IRRIGATION 5Y5TEM:5HALL BE PROVIDED FOR ALL NEW PLANT MATERIALS U5ED TO MEET LANDSCAPE STANDARDS, UNLE55 WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. 7. REFERENCE CIVIL SHEET C I FOR EXISTING CONDITIONS * DEMOLITION PLAN. 5. THE DETAILS Of THE FENCE PROVIDED IN COMPLIANCE WITH 5DC 4,4-1 1 O(A)(1) * (13)(3) SHALL BE SUBMITTED AT THE TIME Of BUILDING PERMIT SUBMITTAL. AREA CALCULATIONS TOTAL 51TE AREA TAX LOT 400 7.56 ACKE5 OR 330,256 5f (100.0%) FKOP05ED DEVELOPMENT ;K TOTAL BUILDING ROOF AREA 132,025 5F (40.0%) TOTAL ASPHALT /PARKING AREAVDKIVE A151 F AREA 136,501 517 (41.3%) TOTAL 51[)EWALK/PAVEMENT AREA 23,877 5f (7.2%) TOTAL TRASH ENCLOSURE AREA <e I,G50 5f (0.5%) TOTAL IMPERVIOUS AREA 294,053 5f (89.0%) TOTAL PERVIOUS AREA 3G,205 5f (1 1.0%) TOTAL EWER 51TE AREA TAX LOT 404 0.33 ACRES OR 14,605 5f (100.076) PKOP05ED DEVELOPMENT TOTAL A5PHALT/PARNNG AREA/DKIVE AISLE AREA 1 1, 19G 5f (76.7%) TOTAL IMPERVIOUS AREA 1 1, 19G 51' (76.7%) TOTAL PERVIOUS AREA 3,409 5f (23.3%) i TAX LOT 405 5H0RT TERM BICYCLE LMI ZONE PARKING LOT LIGHTING -- ------- PARKING ADJACENT TO LDK ZONE. TAX LOT 405 LMI ZONE I-cy 12 0 TAX LOT 403 LMI ZONE 7 LAND USE CODE SUMMARY 0 5DC 3.2-420 5'-0" MIN. PARKING AND DRIVEWAY FRONT ;K YARD SETBACK, ----- --- . ..... 5DC 3.2-420 10-0" MIN INTERIOR YARD BUILDING SETBACK 1: 3000 5f GR055 FLOOR AREA TYP BICYCLE SPACE FROM RESIDENTIAL D15TKfCT5. TYP END SPACE 5DC 3.2-420 5'-0" MIN INTERIOR AND REAR, YARD PARKING, HYDRANT DRIVEWAY AND OUTDOOR STORAGE SETBACK. 5DC 4.4-1 10(A)(1) 6-0` BASE HEIGHT FENCE SCREENING 75% LONG TERM 41.2 SPACES (15)(3) * TABI F 4.4-1 ADJACENT TO RESIDENTIAL D15TRJCT. 5DC 4.5-1 1 12'-0" MAX HEIGHT PARKING LOT LIGHTING WITHIN 50'-0" Of A RESIDENTIAL DISTRICT. 5DC 4.G- 135(C) LOADING AKEA5 TOTALING A MINIMUM Of 2,250 5f FOP, SITE. 30' OAK TAX LOT 406 %L-/ L—VTL—L.' 1 %1-1 &—vT&—L.'0 I CONCRETE LINES TO REMAIN POLE TO REMAIN, POWER F'Off TO REMAIN, TYP SITE PLAN N 1 It= 401-011 0-01' ;K WAREHOUSING U5E) ----- --- . ..... 1: 3000 5f GR055 FLOOR AREA TYP BICYCLE SPACE TYP CLK TYP END SPACE I G 1,345 5f/ 3000 HYDRANT 25% SHORT TERM 12.5 5PACE5 li z 75% LONG TERM 41.2 SPACES 101-0 %L-/ L—VTL—L.' 1 %1-1 &—vT&—L.'0 I CONCRETE LINES TO REMAIN POLE TO REMAIN, POWER F'Off TO REMAIN, TYP SITE PLAN N 1 It= 401-011 1/411 = 1 1-011 PARKING LOT LIGHTING AD. IA(,FNT TO I OR 7nNF ,l TO REMAIN 0 PARKING CALCULATIONS PARKING CALCULATIONS ARE PROVIDED FOR REFERENCE ONLY. NO EXACT TENANTS HAVE BEEN IDENTIFIED. VEHICLE PARKING VEHICLE PARKING SPACES REQUIRED (5DC TABLE 4.G-2) INDU5TKIAL MANUFACTURING ASSEMBLY U5E I : 500 51' GK055 FLOOR AREA 37,G00 5f/500 75.2 5PACE5 INDU5TRIAL WAREHOUSING U5E I : 1000 5F GR055 FLOOR AREA 123,745 5f/ 1000 123.7 5PACE5 TOTAL VEHICLE PARKING 5PACE5 REQUIRED 199 5PACE5 TOTAL VEHICLE PARKING 5PACE5 PROVIDED 199 5PACE5 ACCE551BLE 5PACE5 (9' -0" X I G'-0'W1 2'-0" BUMPER OVERHANG) G 5PACE5 STANDARD 5PACE5 (91-01 X I G'-011 W1 21-011BUMPER OVERHANG) 1935FACE5 BICYCLE PARKING BICYCLE PARKING 5PACE5 REQUIRED (5DC TABLE 4.G-3) 0-01' 1-011 WAREHOUSING U5E) ----- --- . ..... 1: 3000 5f GR055 FLOOR AREA TYP BICYCLE SPACE TYP CLK TYP END SPACE I G 1,345 5f/ 3000 HYDRANT 25% SHORT TERM 12.5 5PACE5 li TO REMAIN 75% LONG TERM 41.2 SPACES TOTAL BICYCLE PARKING 5PACE5 REQUIRED 54 5PACE5 TYP SPACE 5/W HOOP5 LONG TERM 5PACE5 REQUIRED 41 5PACE5 TYP H ITCH I NG SHORT TERM 5PACE5 PROVIDED 14 5PACE5 P05T OR LONG TERM 5PACE5 PROVIDED 41 5PACE5 (LONG TERM 5PACE5 WILL BE LOCATED WITHIN TENANT STAPLE RACK 711 PER 5DC FIGURE 4.G—B r,---*.,TYP BICYCLE PA RKING L EGEND TO REMAIN 1/411 = 1 1-011 PARKING LOT LIGHTING AD. IA(,FNT TO I OR 7nNF ,l TO REMAIN 0 PARKING CALCULATIONS PARKING CALCULATIONS ARE PROVIDED FOR REFERENCE ONLY. NO EXACT TENANTS HAVE BEEN IDENTIFIED. VEHICLE PARKING VEHICLE PARKING SPACES REQUIRED (5DC TABLE 4.G-2) INDU5TKIAL MANUFACTURING ASSEMBLY U5E I : 500 51' GK055 FLOOR AREA 37,G00 5f/500 75.2 5PACE5 INDU5TRIAL WAREHOUSING U5E I : 1000 5F GR055 FLOOR AREA 123,745 5f/ 1000 123.7 5PACE5 TOTAL VEHICLE PARKING 5PACE5 REQUIRED 199 5PACE5 TOTAL VEHICLE PARKING 5PACE5 PROVIDED 199 5PACE5 ACCE551BLE 5PACE5 (9' -0" X I G'-0'W1 2'-0" BUMPER OVERHANG) G 5PACE5 STANDARD 5PACE5 (91-01 X I G'-011 W1 21-011BUMPER OVERHANG) 1935FACE5 BICYCLE PARKING BICYCLE PARKING 5PACE5 REQUIRED (5DC TABLE 4.G-3) 52ND STREET NEW BUILDING FOOTPRINT PROPERTY LINE UTILITY EASEMENT, SEE SHEET C I (E) EWED POWER LINE, 5EE SHEET C I 0 (ff) EWER POWER POLE, 5EE SHEET C I LANDSCAPE PLANTING BEDS, 5EE SHEET LA— I PAINTED ON-51TE PEDESTRIAN CR055WALK STRIPING G" P\A(5ffD CONCRETE WALKWAY5 GRAVEL X— X FENCE (2) SHORT TERM BICYCLE PARKING 5PACE5, TYP ADA PARKING STALL * RAMP COMPLETE WITH PAINTED SYMBOL * 5TRIFING, 51GN AND DETECTABLE WARNING EXISTING TREE TO BE REMOVED, 5EE 5hf ET C I PARKING LOT LIGHTING (20'-0" HEIGHT, TYP LION) TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 D Kos — REGON. OF SITE PLAN 40 4IL7 % PROJECT # 200803 DRAWN KGT,AM CHECKED JL, KGT DATE 04.24.09 SHEET @ COPYRICH-1 2009 by I BG Architect & PlannersAfic INDU5TKIAL MANUFACTURING * A55EMDLY U5E (INCLUDING WAREHOUSING U5E) 1: 3000 5f GR055 FLOOR AREA (E) FIRE I G 1,345 5f/ 3000 HYDRANT 25% SHORT TERM 12.5 5PACE5 li TO REMAIN 75% LONG TERM 41.2 SPACES TOTAL BICYCLE PARKING 5PACE5 REQUIRED 54 5PACE5 SHORT TERM 5PACE5 REQUIRED 13 5PACE5 LONG TERM 5PACE5 REQUIRED 41 5PACE5 TOTAL BICYCLE PARKING 5PACE5 PROVIDED 55 5PACE5 SHORT TERM 5PACE5 PROVIDED 14 5PACE5 LONG TERM 5PACE5 PROVIDED 41 5PACE5 (LONG TERM 5PACE5 WILL BE LOCATED WITHIN TENANT 5PACE5 AT THE TIME Of INDIVIDUAL TENANT INFILQ (E) PUBLIC 5IDEWALK L EGEND TO REMAIN 52ND STREET NEW BUILDING FOOTPRINT PROPERTY LINE UTILITY EASEMENT, SEE SHEET C I (E) EWED POWER LINE, 5EE SHEET C I 0 (ff) EWER POWER POLE, 5EE SHEET C I LANDSCAPE PLANTING BEDS, 5EE SHEET LA— I PAINTED ON-51TE PEDESTRIAN CR055WALK STRIPING G" P\A(5ffD CONCRETE WALKWAY5 GRAVEL X— X FENCE (2) SHORT TERM BICYCLE PARKING 5PACE5, TYP ADA PARKING STALL * RAMP COMPLETE WITH PAINTED SYMBOL * 5TRIFING, 51GN AND DETECTABLE WARNING EXISTING TREE TO BE REMOVED, 5EE 5hf ET C I PARKING LOT LIGHTING (20'-0" HEIGHT, TYP LION) TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 D Kos — REGON. OF SITE PLAN 40 4IL7 % PROJECT # 200803 DRAWN KGT,AM CHECKED JL, KGT DATE 04.24.09 SHEET @ COPYRICH-1 2009 by I BG Architect & PlannersAfic d. U- %01) ,f) ui Q. C%j C C) C-4 C/) GENERAL NOTE ARCHITECTURAL FLOOR PLANS ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY, NO TENANTS HAVE BEEN IDENTIFIED. BUILDING 3 -FLOOR PLAN 1/1611 = 1`_0" 2 BUILDING-1 -FLOOR PLAN k TBG ARCHITECTS & PLANNERS INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-o625 w Ss RE Z, OF CONC-EPTUA.L'' FLOOR PLANSJ DRAWN AM C1 JL, KGT DATE 04.24.09 SHEET 0. t C COPYRIGHT 2004 by TBG Architect & Planners/Inc PROJECT # 200803 DRAWN AM CHECKED JL, KGT DATE 04.24.09 SHEET A2 C COPYRIGHT 2004 by TBG Architect & Planners/Inc o -F U- 0 S m g NCfi' CL EQ cn o L a u3 BUILDING 5 -FLOOR PLAN 116U = 1' -(Y GENERAL NOTE ARCHITECTURAL FLOOR PLAN5 ARE PRE5ENTED 5CHEMIATICALLY FOR REFERENCE ONLY. NO TENANT5 HAVE BEEN IDENTIFIED. TB.G ARCHITECTS & PLANNERS/ INC 132 East Broadway Suite 200 Eugene,. Oregon 97401 (541) 687 -1010 Fax (541) .687 -0625 PROJECT # 200803 DRAWN AM CHECKED IL, KGT DATE 04.24.09 SHEET C COPYRIGHT 2009 by TOG Architect & Planners%inc 24'-(Y,i.,, T•O. PARAPET"" I U-70 A T.O. MEZZANINE" 00-0,A T.O. 5LAB"' . 2*0"A T.O• FARAFETV I a-7d A T.O. MEZZANINE"i T.O. 5[ABV 24' -Oii T.O. PARAPETv T.O. MEZZANINE a-i7"a T.O. 5LAV'_ 24' -0" T.O. PARAPET la-74 T.O. MEZZANINE a-0iii. T.O. 5LABV 1 BUILDING 1 -WEST ELEVATION 1/16" 1' -0" ALUMINUM 5TOREFRONT 5Y5Tf M o TYP TILT-UP CONCRETE PANEL, PAINTED TYP OVERHEAD DOOR, TYP HOLLOW METAL DOOR, TYP CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP 2 --iiii r BUILDING 4 1/1611 1 1_00 1 —EAST ELEVATION BUILDING 5 -.NORTH ELEVATION SIM %LUMINUM 5TOREFRONT 3Y5TEM, TYP nLT-UP CONCRETE 'ANEL, PAINTED TYP G w_ uuuK. it Tr BUILDING 2 —SOUTH ELEVATION 1/1611 1-011 F SLATED CHAIN-LINK n EMENTITIOU5 EXTERIOR SLATED CHAIN-LINK FENCED 5URFACING, PAINTED TYP TRASH ENCL05URE W1 STEEL P05T5 AND METAL ROOF, TYP BUILDING 2 EAST ELEVATION A4 111 P* - _ i I-fr Pt III n1kir. A CACT m ! X /ATInkf f1DD r.IKA P 5TRUCT fENCED TRA5H GENERAL NOTE DRAWN I. ARCHITECTURAL DETAIL5, fIN15HE5 AND WINDOW CONFIGURATION CHECKED ARE PRE5ENTED 5CHEMATICALLY FOR REFERENCE ONLY, REVEAL 04.24.09 J0INT5$.TYP 2. PrK SDC 3.2-420, THERE 15 NO MAX BUILDING HEIGHT EXCEPT QCOPYRIGHT 2009 by 78G Architect & Planneniii MEN ABUTTING A RE51DENTIAL D15TRICT. FOR A DISTANCE OF TILT-UP 5a-O" ADJACENT TO A RE51DENTIAL 015TRICT, THE BUILDING CONCRETE PANEL, HEIGHT 15 NO GREATER THAN PERMITTED IN THAT RE51DENTIAL PAINTED, TYP D15TRICT. THE PROP05ED BUILDING5 WITHIN 501-0" OF THE ADJACENT LDR ZONE ARE LF-55 THAN THE MAX ALLOWED HEIGHT OF'3U-0" IN THE LOR ZONE. EMENTITIOU5 EXTERIOR SLATED CHAIN-LINK FENCED 5URFACING, PAINTED TYP TRASH ENCL05URE W1 STEEL P05T5 AND METAL ROOF, TYP BUILDING 2 EAST ELEVATION A4 111 P* - _ i I-fr Pt III n1kir. A CACT m ! X /ATInkf f1DD r.IKA P 5TRUCT fENCED TRA5H 200803 DRAWN AM CHECKED JLjKGT ENCL05URE W1 SITEEL 04.24.09 SHEET QCOPYRIGHT 2009 by 78G Architect & Planneniii P05T5 t METAL ROOF, TYP - - - - j mamma= Jai M11111011 0. VA0161 11 PAO VAN A oil 1 WON a I FA III FA I I HAN I SPA rpli I Ailm VA, _10541211 11 a 02, a pj PA FA 194 RAW 0.1 I 00A, N A 2 12 111 MR , FORM I 94, 0040 1 r. 15, VA, FA _D5 D5 D5 TRUCK LOADING AREA BUILDING 2 —NORTH ELEVATION 1/1611 = V-0" 01 ALUMINUM 5TOREFRONT REVEAL JOINTS, 5y5TEMOTYP TYP TILT-UP CONCRETE. PANEL, -PAINTED TYP OVER11EAD DOOR, TYP -----.HOLLOW METAL DOOR, TYP -TILT-UP CONCRETE PANEL, PAINTED TYP EXTERIOR 5URFACING, PAINTED TYP CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP 200803 DRAWN AM CHECKED JLjKGT DATE 04.24.09 SHEET QCOPYRIGHT 2009 by 78G Architect & Planneniii - - - - j Jai -TILT-UP CONCRETE PANEL, PAINTED TYP EXTERIOR 5URFACING, PAINTED TYP CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP ALUMINUM TILT-UP CONCRETE STOREFRONT PANEL, PAINTED TYP 5Y5TEM, TYP REVEAL JOINTS, TYP TILT-UP CONCRETE PANEL, PAINTED, TYP DOOR, TYP HOLLOW METAL 41 10 DOOR, TYP CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP BUILDING 3 sm' EAST/WEST ELEVATION \, 4 1/16 111 BUILDING 4 WEST ELEVATION SIM DIAII nilkit- I kIr'\DTLJJCf-'1"TL_1 Cl CIL 1AYInKIC CIKA BUILDING 5 - EAST/WEST ELEVATIONS SIM ARCHITECTS & PLANNERS I INC -132 East Broadway SUite 200 Eugene, Oregon 97401 (541)'687-1010 Fax (541) 687-0625 . - : ftow OF oge EXTERIOR- ELEVATIONS. 31-2 .PROJECT # 200803 DRAWN AM CHECKED JLjKGT DATE 04.24.09 SHEET QCOPYRIGHT 2009 by 78G Architect & Planneniii - - - - - - - - - - Jai 94, 0040 1 r. 15, VA, FA mi ll Ij N 0 3. FA' HIM 3, IrAm -upt low ' soon" FAVAI mmmum 2.1 ter... ffemim from Fm Nomm Ims me ALUMINUM TILT-UP CONCRETE STOREFRONT PANEL, PAINTED TYP 5Y5TEM, TYP REVEAL JOINTS, TYP TILT-UP CONCRETE PANEL, PAINTED, TYP DOOR, TYP HOLLOW METAL 41 10 DOOR, TYP CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP BUILDING 3 sm' EAST/WEST ELEVATION \, 4 1/16 111 BUILDING 4 WEST ELEVATION SIM DIAII nilkit- I kIr'\DTLJJCf-'1"TL_1 Cl CIL 1AYInKIC CIKA BUILDING 5 - EAST/WEST ELEVATIONS SIM ARCHITECTS & PLANNERS I INC -132 East Broadway SUite 200 Eugene, Oregon 97401 (541)'687-1010 Fax (541) 687-0625 . - : ftow OF oge EXTERIOR- ELEVATIONS. 31-2 .PROJECT # 200803 DRAWN AM CHECKED JLjKGT DATE 04.24.09 SHEET QCOPYRIGHT 2009 by 78G Architect & Planneniii !cS CL a T.O. PARAPET 10' -7 "A T,O. MEZZANINE 'r T.O.5LAB 24'-(7,.L BUILDING 3 -NORTH ELEVATION. 111611 = 1 1-91 T.O. PARAPET'`. ate, T.O. MEZZANINE -Op T.O.5LAB 24'47dk T.O. PARAPET I (Y-7N T.O. MEZZANINE n n ALUMINUM 5TOREFRONT E SYSTFKA TYP n ALUMINUM 5TOREFRONT 5Y5TEM, TYP --.TILT -UP CONCRETE PANEL, TYP OVERHEAD DOOR CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP O, PANEL, TILT-UP CONCRETE TILT-UP CONCRETE PANEL, PAINTED TYP i I 9. Ed. AA 4110, VA 42, 1INVAIN HN 21PA LON, 'M OR 1i' /'// %11' /.M /i% /Ii 112 ONE WAN 1R/ RA , RUG %I. I I % %VI I'//'%lf/ 0 mom= 1t 11.8, n0i IF 40 NORMAN Rom §11A I I OAF 008 MIS ill MA NINON, MIN v "rod 3 04F H 5,15 Mono INN .i wasum No= FA J*V41 mom= , A rm'Au 05 CEMENTITIOU5 EXTERIOR PAINTED D5 05 OVERJIFAD DOOR, D5 OVERHEAD DOOR, WP T C 0-it6VIG AREA WoMm VNIMIN flow"Ho"" 2 kred BUILDING 3 -NORTH ELEVATION. 111611 = 1 1-91 T.O. PARAPET'`. ate, T.O. MEZZANINE -Op T.O.5LAB 24'47dk T.O. PARAPET I (Y-7N T.O. MEZZANINE n n ALUMINUM 5TOREFRONT E SYSTFKA TYP n ALUMINUM 5TOREFRONT 5Y5TEM, TYP --.TILT -UP CONCRETE PANEL, TYP OVERHEAD DOOR CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP O, BUILDING 4 -SOUTH ELEVATION'. J1/1611 -= 1` -01 F nE nD ALUMINUM STOREFRONT SYSTEM 'fYP nc Q PANEL, TILT-UP CONCRETE TILT-UP CONCRETE PANEL, PAINTED TYP i 9. Ed. AA 4110, VA 42, 1INVAIN HN 21PA LON, 'M OR 1i' /'// %11' /.M /i% /Ii 112 ONE WAN 1R/ RA , RUG %I. I I % %VI I'//'%lf/ 0 mom= 1t 11.8, n0i IF 40 NORMAN Rom §11A ill MIN V.P.4 5,15 Mono .i wasum No= FA mom= 05 CEMENTITIOU5 EXTERIOR PAINTED D5 05 OVERJIFAD DOOR, D5 OVERHEAD DOOR, WP T C 0-it6VIG AREA BUILDING 4 -SOUTH ELEVATION'. J1/1611 -= 1` -01 F nE nD ALUMINUM STOREFRONT SYSTEM 'fYP nc Q T.O. PARAPET T.O. MEZZANINE am T.O.5LAB REVEAL JOINTS, TYP GENERAL NOTE 1. ARCHITECTURAL DETAILS, FINI5HE5 AND WINDOW CONFIGURATION ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY. 2. PER 5DC 3.2 -420, THERE 15 NO MAX BUILDING HEIGHT EXCEPT WHEN ABUTTING A RE5IDENTIAL D15TRICT. FOR A D15TANCE OF 5C}' -0" A ©JACENT TD A RECDENTIAL DISTRICT, THE BUILDING HEIGHT 15 NO GREATER THAN PERMITTED IN THAT RESIDENTIAL DISTRICT. THE PROPOSED BUILDINGS WITHIN 50-0u OF THE ADJACENT LDR ZONE ARE LE55 THAN THE MAX ALLOWED HEIGHT . OF 30-0" IN THE LDR ZONE. TILT-UP CONCRETE PANEL, PAINTED TYP HN HOWE LON, 'M OR 1i' /'// %11' /.M /i% /Ii 1R/ RA , RUG %I. I I % %VI I'//'%lf/ mom= 1t 11.8, §11A ill MIN 5,15 Mono .i wasum ON a FA mom= D5 CEMENTITIOU5 EXTERIOR 5URFACING, PAINTED T)T DS D5 OVERHEAD DOOR, WP WoMm VNIMIN flow"Ho"" T.O. PARAPET T.O. MEZZANINE am T.O.5LAB REVEAL JOINTS, TYP GENERAL NOTE 1. ARCHITECTURAL DETAILS, FINI5HE5 AND WINDOW CONFIGURATION ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY. 2. PER 5DC 3.2 -420, THERE 15 NO MAX BUILDING HEIGHT EXCEPT WHEN ABUTTING A RE5IDENTIAL D15TRICT. FOR A D15TANCE OF 5C}' -0" A ©JACENT TD A RECDENTIAL DISTRICT, THE BUILDING HEIGHT 15 NO GREATER THAN PERMITTED IN THAT RESIDENTIAL DISTRICT. THE PROPOSED BUILDINGS WITHIN 50-0u OF THE ADJACENT LDR ZONE ARE LE55 THAN THE MAX ALLOWED HEIGHT . OF 30-0" IN THE LDR ZONE. CEMENTITIOU5 EXTERIOR SURFACING, FAINTED TYP TB G ARCHITECTS & PLANNERS/ INC 132 East Broadway Suite 200 Eugene, Oregon 97407 (541) 687 -1010 Fax (541) 687 -0625 nw s ORC ,? OF age EXTERIOR ELEVATI NS- __j cl-J ;"2 , a in PROJECT # 2008€3 DRAWN -AM CHECKED JL, KGT DATE 04.24.09 SHEET O COPYRIGHT 2009 by TBG Architect & Planners/Inc uq - A %/.2. 1i' /'// %11' /.M /i% /Ii 1R/ /. %I. % %VI I'//'%lf/ MEN 1t ill MIN wasum FA mom= WoMm VNIMIN flow"Ho"" 2 I CEMENTITIOU5 EXTERIOR SURFACING, FAINTED TYP TB G ARCHITECTS & PLANNERS/ INC 132 East Broadway Suite 200 Eugene, Oregon 97407 (541) 687 -1010 Fax (541) 687 -0625 nw s ORC ,? OF age EXTERIOR ELEVATI NS- __j cl-J ;"2 , a in PROJECT # 2008€3 DRAWN -AM CHECKED JL, KGT DATE 04.24.09 SHEET O COPYRIGHT 2009 by TBG Architect & Planners/Inc uq - Uj z co X to z Uj m C. Q LLj W Q 0 a a v ro Cl. W co m C x Q Uj 4 n. Uj C? Uj U- ts E Uj rn Q d rn 04 EQ G C OS 0 FL ANTINa L ECSENP • DECIDUOUS TREES NOTES: 1. SEE SHEET LA-2 FOR LANDSCAPE 4 IRRI&ATION DETAILS, PLANT SCHEDULES AND PL..ANTIN& 4 IRR16AcTION REGUIREMENTS. 2. SEE CIVIL DRAY41NGS FOR. STORMYVATER FACILITY (GRASSY SAALES AND VEGETATED INFILTRATION BASIN) INFORMATION. SEE SKEET 02 FOR STORMY4ATER GRADING AND DETAILS. SEE SHEET 03 FOR G'T/"'lL1.11Ai A'1 =Ca I IT11 ITILG r [r I r f r f r f r r i 1 r I i ILTRA,nON SIN 0 I QED MLINF..S — :AL FUNR. 'E AREA j • to frq..Y L R E" C D J Site Review Only - NOT FOR CONSTRUCTION PR ELI 0 10 20 40 80 160 SCALE-. 1"=49-(r - I\ 1 1 J ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687- -1010 Fax (541) 687 -0625 (SPR ASSES (POEX UNLE55 NOTED OTNERw15E) vvvvvvvvF VVVVVFVVI vvvvvvvvv PERENNIALS F V V V V VV vvvvvvvvv (RFC7 UNLMS NOTED OTHER 151 NOTES: 1. SEE SHEET LA-2 FOR LANDSCAPE 4 IRRI&ATION DETAILS, PLANT SCHEDULES AND PL..ANTIN& 4 IRR16AcTION REGUIREMENTS. 2. SEE CIVIL DRAY41NGS FOR. STORMYVATER FACILITY (GRASSY SAALES AND VEGETATED INFILTRATION BASIN) INFORMATION. SEE SKEET 02 FOR STORMY4ATER GRADING AND DETAILS. SEE SHEET 03 FOR G'T/"'lL1.11Ai A'1 =Ca I IT11 ITILG r [r I r f r f r f r r i 1 r I i ILTRA,nON SIN 0 I QED MLINF..S — :AL FUNR. 'E AREA j • to frq..Y L R E" C D J Site Review Only - NOT FOR CONSTRUCTION PR ELI 0 10 20 40 80 160 SCALE-. 1"=49-(r - I\ 1 1 J ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687- -1010 Fax (541) 687 -0625 ST 279 r+ David J. Dougherty &.4 OREGON 4p PROJECT # 200803 DRAWN CHECKED JL, KGT DATE 04/24/09 SHEET LA 1 COPYRIGW 2OD9 by 713G Architect & Planmrsnw -a Uj CL i COU) l U) Z'! CY CD ct • (D LU LL 3: Z, LO cr cq e Lo cni ST 279 r+ David J. Dougherty &.4 OREGON 4p PROJECT # 200803 DRAWN CHECKED JL, KGT DATE 04/24/09 SHEET LA 1 COPYRIGW 2OD9 by 713G Architect & Planmrsnw LANDSCAFE 5TANPARDS PLANT SCHEDULE A. 501L t AIZAT1ON LAM AREAS KEY OTY. I BOTANICAL. NAME COMMON NAME I MIN. SIZE1 GOMMENT5 I. FINISHED F.LEVAMON OF SUB -BASE TO BE S" MINIMUM BELOW FINISHED (5RADE. 2. TILL 5USGRADE THOROUGHLY TO A DEPTH OF S" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8" MINIMUM OF SANDY LOAM OVER TILLED 5UBGRAVE. ADD 15- 5 -10 -10 ACFJ q Acer x freemanI '.Jeffersred' autumn Blaze Maple 211 cal. Matching, limbed ue to aeprox. 6 ft. AC-6 5 Acer griseum Paper Bark Maple 2" cal. single stem, BOB, matching, full ALR 16 Alnus rubra Red Alder 2" cal. Matching, GUL 8 X Cu ressocy arcs 'Leylandil' Lelandl Cypress at ht. Matching, full, BOB FREA 18 Fraxinus excelsior 'Aureafolia' Golden Desert Ash 2" cal. matching, Full FRLA 1q Fraxinus latlfolia Oregon Ash 2" cal. Matchln , full, B45 NYS 7 Nyssa sylvatica Black Tu elo 2" cal. Matching, full. B45 PYGG 3 Pgrus calleryana 'Chanticleer' Chanticleer Pear 2" cal, single stem, BdB, matching, full Z5VG 14 11 Zelkova serrata 'village Green' VIII a Green 7.eikova 2" cal. Matchin , limbed ue to aeprox. 6 ft. FERTILIZER TO TOPSOIL AT A RATE OF 20 L55. PER 1000 5F. ROTO TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8--10" MINIMUM. PLANT BEDS 1. FIN15HED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELON FINISHED GRADE PLANT BEDS AND 24" MIN. AT PARKING ISLANDS. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. S. PLACE 18" MINIMUM OF SANDY LOAM TOPSOIL OVER T11 I SUBGRADE. ADD 4" OF ORGANIC MATERIAL AND 15- 5 -10 -10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 100050. FT. ROTO TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM. 4. PROVIDE 3" OF SHREDDF_D FIR BARK MULCH OVER ALL PLANT BEDS. 5. PROVIDED "SPA VED' EDGE" TO SEPARATE LAWN5 AND PLANT BEDS. SHRUBS NOTE: NATIVE SOIL MAY BE USED AS SA PY LOAM AT PLANT BED ONLY PROVIDED AUG 4q Arbutus unedo 'Gom acts' Strawberry Tree 5 gal. matching, full AZ5 32 Azalea 'Stewartstonlan' Stewartsonlan Azalea 3 gal. matching, full BETC 145 Berberis thunber II 'Crimson Pygmy' Dwarf .Ta anew Barberry 1 gal. matching, full C05F 20 Gornus sericea 'Flaviramea Yellowtwig Do ood 50" ht. matching, Full G051 20 Cornus sericea 'Isanti' isaniti Red -Oster Dogwood 3 gal. matching, full EUAG 105 Euon mus alata 'Gom acts' Burning Bush 5 gal matching, full FOG 34 Fothergilla gardenia Dwarf Fothergilla 3 gal. matching, full PLO 116 Prunus laurocerasus 'Otto Lu ken' Otto Lu ken English Laurel 5 gal. matching, full . 5V 11 Syringa vulgaris Common Lilac 3.5` Ht. matching, full VIP 42 Viburnum davidil David Viburnum 2 gal. matching, full VIPT 6 Viburnum plicatum tomentosum Double File Viburnum 3' ht. matching, full 6RA55E5, &ROUNDCOVERS AND PERENNIALS THAT " Has A Luu= -, GRUMBLY COMPOSITION AND 15 NOT COMPACTED. SUS BA5E AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FUTURE POOR DRAINAGE GONDITION5. IF NATIVE SOIL CHARAICTERISM05, AI`! APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE. 5TORMINATER FAO TTIE5 (GRASSY 5WALE5 AND INFILTRATION BASINS) 1. PLACE 18" MINIMUM OF SANDY LOAM TOPSOIL OVER 5UB-- BA5E. ADD 2" OF ORGANIC MATERIAL AND 15- -5-10 -10 IERTIIaZ R TO TOPSOIL AT THE RATE OF 20 L35. PER 1000 50. FT. ROTO TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF & MINIMUM. B. PLANT MATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLArt`i' MATERIAL AT SIZES INDICATED. 2. PLANT SUSSTITUTION5 TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. G. SEEDING AT 5TORMWA I ER AREAS 1. HYDROSEED OR TERRASEED 164TH 57REAMBANK SEED MIXTURE BY SUNMARK. 5 INTERNATIONAL. HYDRO5EED MIXTURE SHALL BE GOMPO5W OF TAGKIFIER ANT? HYDROMULGH MIX TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO APPLICATION. APPLY SEED MIX AT RATE ACC.ORIDING TO MANUFAGTUREF SPECIFICATIONS. D. SOPPING AT LANN AREAS 1. INSTALL ACCORDING TO MANUFACTURER SPECIFICATIONS. .2. CONTRACTOR RESPONSIBLE FOR MAINTAINING SODDEP AREA THROUGH ESTABLISHMENT. 3. RESOD BARE AREA5 AS NECE55ARY TO ACHIEVE FULL HEALTHY TURF. IRRIGAT10N SYSTEM REGUIREMENT5 1. COMPLETE IRRIGATION DE -SIGN WALL BE SMI'I I FOR BUILDING PERMIT. 2. SY5TEM WILL PROVIDE HEAD TO HEAD GO`VERAGE AND SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS, HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. 3. THE MAINLINE WILL HAVE MANUAL DRAIN VALVES. SY5TEM KLL BE OPERATED AUTOMATICALLY. PEOK 158 Pennisetum orientale 'Karl Rose' Karley Rose Fountain Grass 1 gal. hin , full RFC 4Ca Rudbeckia ful Ida 'Goldsturm' Goldsturm Black --Eyed Susan 1 gal. :d !Mt .c. NOTE: FINISHED GRADE, UNLE59 INDICATED OTHERWI5E, 15 COMPRISED OF A HORIZONTAL PLANE 3" ABOVE THE HIGHEST ADJACENT EDGE. q" 3" MULCH (TAPER5 TO NOTE: 1" AT SIDEN+IAL.K) T1415 DETAIL 15 TYPICAL WHERE LAWN MEET'S PLANT BEDS, AND MULCH RINGS AT TREES. FINISHED GRADE J/ "y 1_ SPADED EDGE (GUT GLEAN ANGLE TO LOCK MULCH IN PLACE AT LAMINS) S" MULCH TAPERS TO 2" AT LA INNS ! I Irr III fit - - - PLANTING SOIL ` i _# I I 11=i f f=1 11 1 I 1 (SEE SPECIFICATIONS / _ - FOR DEPTH) _ PLANTING SOIL -- - _ (SEE SPECIFICATIONS FOR DIr:PTfI) ADJACENT PAVING PLANT BED EDGE AT PAVEMENT 3 PLANT BW WGE AT LAWN5 s SECTION SCALE: 1" - 11-0" SECTION SCALE: 1/" = 1'--0" C WATER PROOF CONNECTION 33 -INCH LINEAR LENGTH OF WIRE, COIL.EP 10 TAG RAIN BIRD VIO SERIES -VA I VE BOX WITH LOCKING CG'V 12 -INCH SIZE, BROWN LIDS IN PLANT BEDS, GREEN LIDS AT LAdNNS FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE: RAIN BIRD FEB -PR5 -D 3" PVC SGH 80 NIPPLE NIBCO T-113 GATE VALVE PVC SCH 80 ELL PVC 5CH 8O NIPPLE (LENGTH AS REEGUUIRED) I - - PVC MAINLINE PIPE APPROVED FILTER FABRIC AT ALL OPENINGS OR HOLES INVERTED VALVE BOX SUMP WITH UP PVC LATERAL PIPE ANGLE TO SPECIFIED DEPTH SAND BASE AUTOMATIC CONTROL VALVE SECTION SCALE: 1" = 11-011 C BUILDING WALL _j SPECIFIED CONTROLLER: CONDUIT AND FITTINGS JUNCTION BOX WIRES TO REMOTE CONTROL VANES 1-INCH CONDUIT AND FITTINGS TO POWER SUPPLY CONDUIT AND FITTINGS: UNDER GROUND: PLASTIC, CLASS Ill, FEDERAL. SPECIFICATION W -C 1094. ABOVE GROUND: ALUMINUM, FEDERAL SPECIFICATION WW-- G- -540. AUTOMATIC CONTROLLER ELEVATION SCALE: 1" = 1'-0" fN ADJACENT BUILDING OR E (5E OF PLANT BED 5PEGIFJFl3 , s SPAGIItG 'i" 0 0 SPACING "D" RO)N "At' SPACING Vla ROW "X" • 3" O.G. 2 2.6" - 1 16" O O.G. 1 15.6" 6" O.G. 5 5.211 2 24" O O.G. 2 20.8 (" - -i 501, O O.G. 2 26.011 12" O.G. ' '10.4" 3 3610.0. 3 30.011 15" O.G. 1 13.0" 4 48" O O.G. 4 41.51' C-ROUN] C'•C BIER S SPACING D DIAGRAM PLAN NT5 GUY WIRE STAKES, A5 5PLGIFIED - EVENLY SIPACEF7 (2) EACH ORNAMENTAL/C.ONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS 5PEGIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PUNTING SAIL SUB GLADE COMPACTED TOPSOIL (SEE.OIN ROOT BALLS ONLY) NOTE MARK NORTH SIDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. "Z N\ T'h.EE PLANTING AT PARKING AREAS -A -2 5EcreoN ADJACENT PAVING STRUCTURAL FILL BAGKFIL.L TRENCH WITH SAND OR TOPSOIL AS SPWFlW IRRIGATION SLEEVE (LOCATIONS TO BE DETERMINED) COMPACTED 5UBG R M;IE NOTE: - EX'T'END SLEEVES 4" BEYOND PAVEMENT EDGES. - INSTALL. IX2 RED TOP, YiOOD, LOCATION 5TAKE5 a FACE OF YV,4LK. OR CURB a BOTH EN05 OF ALL IRRIGATION SLEEVES. HOLD DOWN 1" BELOW TOP OF CURB OR WALK. - INSTALL (1) W SICHEDULE 40 P.V.C. AT EAC44 LOCATION. IRRICaATION 5LEEVING LA 2 III SEGTIoN SCALE: 1/2" = 1'-0" POP-UP 5PRAY 5PRNK1.ER FIN151-1 CRAVE/TOP OF MULCH SPIRAL BARS ELSOYSI, RAIN BIRD 58E MODEL OR APPROVED 5WIN67 PIPE, 15 -INCH MINIMUM LENGTH: RAIN BIRD SPX SPIRAL. BARS ELBOW, RAIN BIRD 5BE MODEL OR APPROVED PVC LATE AL PIPE PVC 5CH 40 TEE OR ELL MARLEX STREET ELL. FLUSH MOUNTED POP -UP SPRAY NozzLE SPRINKLE: LA -2/ SECTION SCALE: 1 --1/2" = 1'-0" FINISH GRAVE 10" ROUND VALVE BOX • Topsoil ' _/ Backfill Trench Sand Or Topsoil TE + j Irrigation Irrigation Main Une Pipe Compacted 5ubgrade d Bedding As Specified between Note: Minimum horizontal clearance 2 inch and smaller pipe: 4 Inches 2-1/2 inch r - pipe: 12 Inches minimum vertical earance b crossing 1 inch SECTION 10 1 i ..` X1:1 SEc,nON SCALE: 112' V-0" r• WN r4 r DATE' 04/24109- Site Review OnI r NOT FOR CONSTRUCTION PRELIMINARY LANDSCAPE SCHEDULES & DETAILS TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1010 Fax (541) 687 -0625 U1 I 0, < i C Wi LL X Z i ,in Lo U) I t'-4 David J. D`oughert4 OREGON 01 Q COPYRIGHT 2009 by TOG Atthl ecx & Ptanmsnw NN t'-4 David J. D`oughert4 OREGON 01 Q COPYRIGHT 2009 by TOG Atthl ecx & Ptanmsnw NN