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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/4/20125250 HfGH BANKS ROAD SPR.IN. OREGON- BUILDING OWNER JOHN HYLAND PO BOX 7867 EUGENE, OREGON 97401 PHONE (54 ! ) 726 -8 18 I FAX (54 1) 74 I -0696 CONTACT: SHAUN HYLAND EMAIL: Shaun @jhconst.com ARCHITECT /PLANNER TBG ARCHITECTS &PLANNERS /INC 132 EAST BROADWAY, SUITE 200 EUGENE, OREGON 97401 Pt10NE (54 I) G87-1 010 PAX (54 I) 687A625 CONTACT: KRISTEN TAYLOR EMAIL: ktaylor@tbg- arch.com CONSULTANTS ABBREVIATIONS SYMBOLS CB CATCH BASIN COLUMN BUILDING STRUCTURE GRID CONe CONCRETE D5 DOWN 5POUT EIF5- EXTERIOR INSULATION AND- FINI5H 5Y5TEM5 DWG. 0. X ELEC ELECTRICAL DETAIL REFERENCES ELEV ELEVATION 5HEET NO. X EQ EQUAL EXIST or (E) EXI5TING- I-I MECHANICAL KEY NOTE OPP OPP05ITE (D STRUCTURAL 51M 51MILAR. T.O. TOP OF TC TOP OF CURB TOP TOP OF PAVING T05 TOP Of 5LA15 TYP TYPICAL UON UNLE55 OTHERWI5E NOTED VFY VERIFY Wf WITH NOTE: TH15 L15T 15 INCOMPLETE, VERIFY ABBREVIATIONS WITH ARCHITECT 01 TITLE SHEET 71 CIVIL C I CIVIL & TRANSPORTATION ENGINEERS C2 BRANCH ENGINEERING, INC. C3 310 NORTH 5TH STREET ARCHITECTURAL SPRINGFIELD, OREGON 97477 A I PRUNE: (541) 74G -OG37 FAX: (541) 74G -0389 A2 CONTACT: A3 CIVIL: LANE BRANCH, P.E. A4 EMAIL: Iane@branchengineering.com A5 TRANSPORTATION: DAMIEN GILBERT, P.E: LANDSCAPE EMAIL: damlen @branchenc3meenng.com LA- I SURVEY: RENEE CLOUGH, P.E., P.L.S. LA-2 EMAIL: renee @branchengmeenng.com LANDSCAPE ARCHITECT DLA, INC DOUGHERTY LANDSCAPE ARCHITECTS 474 WILLAMETTE STREET, SUITE 305 EUGENE, OR 97401 PHONE: (54 1) 683 -5803 FAX: (54 1) G83 -8183 CONTACT: DAVID DOUGHERTY, A5LA Cn 2 EMAIL: davldd @dlade5ign.com C .ac c m- s r ca CO 3° C'c m o O V) 01 TITLE SHEET 71 CIVIL C I EXISTING CONDITIONS *-DEMOLITION PLAN C2 GRADING * PAVING PLAN C3 UTILITY PLAN ARCHITECTURAL A I SITE PLAN A2 CONCEPTUAL FLOOR PLANS A3 CONCEPTUAL FLOOR PLANS A4 EXTERIOR ELEVATIONS A5 EXTERIOR ELEVATIONS LANDSCAPE LA- I LANDSCAPE PLAN LA-2 LANDSCAPE SCHEDULE * DETAILS N K Nlh' VICINITY MAP N.T.S. PROJECT LOCATION BAN&5 RD 0 Z G 5T MAIN 5T 0- o t co ` L ASSESSOR'S MAP & TAX LOT INFORMATION'- P,SSESSOR'S MAP 17- 02 -28 -00 TAX LOT 400 BASIS OF, DESIGN PROJECT ## 200803 DRAWN AM CHECKED )L, KGT DATE 11.10.09 SHEET Tl COPYRIGHT 2009 by TOG Architect & PlanneMnc 36 QA ..  EXISTING STORM CURB INLET ee r i - c}, , {' EXISTING STORM MANHOLE r EXISTING STORM CATCH BASIN EXISTING FIRE HYDRANT EXISTING WATER VALVE SAN MANHOLE m  _ II RIM-491.18 EXISTING WATER METER } _ FL 15"-485.,2 cu EXISTING GAS VALVE ,f DA t ' 0 .. R =_ { EXISTING POWER POLE - -- EXISTING GUY WIRE ` © _ w EXISTING STREET LIGHT L1 EXISTING TELEPHONE RISER J Y .SAN _ .  - EXISTING PROPERTY CORNER MISAhj m 1 / t u EXISTING DECIDUOUS -EX CURB INLET T B REMOVED t FL 10' OU . -4  T S 88.1 / r N.=488.15 EXISTING EVERGREEN FL 10 IN _. E .. O j ln,! ., tt, . TO BE REMOVED G 16t, , _ . .,a 1  TM 1 , a t l Ex f CURB INLET a F 10"-487.9 — r L O / 2 , .J 4 V .r S i .o. , ,... , _ L D 486.85  . tlit • 1 » ! ' I I I wwrw w  on sAr as aru air w   wn e x • b. + .  EXISTING .BUILDING j d' b' s O O. O  rb/ TO BE REMOVED , x x TO, , r t SHE AM "DRESS. PAYJ  "- NG 7.58 AC, RES a. r . : 7 . UE .  5250 HlGNBANKS ROAD SPRINGFIELD, OR s  r x - t I EX6 , SAN f CONTOUR INTERVAL: i c j/ k ::•i r __ r ONE FOOT BENCH AM. d to s 0 t oj © `'''  ELEVATIONS SHOWN HEREON ARE BASED ON LANE COUNTY DATUM. BENCH MARK USED WAS A LANE COUNTY BRASS CAP N T IN N N j CONTROL POINT A THE TERSECTION OF 52 D STREET AND r /j I _ INTERSTATE 1 -105, ON THE WEST SIDE NEAR A SIGNAL POLE IN i r THE EDGE OF PAVING AT MEDIAN STRIP. ELEVATION — 493.73 / " a CO to J x  4 4>f URSES, 1 o r THE WATER QUALITY LIMITED WATER COURSE MAP` DOES NOT INDICATE 1 `ems k THE SITE IS ADJAC: ENT TO A WATER QUALITY LIMITED WATERCOURSE X j EX6 "Sq f Q 1100D ZONE** x l } FLOOD ZONE BOUNDARIES AND BASE FLOOD ELEVATIONS WERE TAKEN r FROM FEDERAL EMERGENCY MANAGEMENT ASSOCIATIONS FLOOD ' INSURANCE RATE MAP (41039C1166F 612199) AND (41039C1162F CATCH BASIN a.p 612199) COMMUNITY PANEL NO 415592. LETTER OF MAP REVISION GRATE = 489.1 1 X BASED CN FILL(LOMR —F) DETERMINATION DOCUMENT CASE NO. l FL= 487.65 09- 10- 0007A. , i .f, j e _ ' EX CURB INLET ti Y FL 10 IN N. = 487.6 SOIL PRE Y s FL 10 IN E. = 487.5 rElt: = AC. CORDING TO NATURAL RESOURCES CONSERVATION FL 10 OUT S. 487.4 x - l SERVICES, THE SOILS ON THIS SITE ARE AS FOLLOWS: 1 ; I  . CHEHALIS —URBAN LAND COMPLEX SOIL NUMBER. 27 l (PERCENT OF SITE: (1) THIS SOIL HAS A NIGH WATER Sp „ EX8 S .. x J A  DEPTH OF >6. 1 ` I EX CURB INLET. CLOQUATO SILT LOAM SOIL NUMBER: 29 PERCENT OF FL 10 = 487.2 ( )' _ SITE. l3 THIS SOIL HAS A HIGH WATER DEPTH OF >6 FL 30 = 486.3 ( ) 1   PITS (SOIL NUMBER: 110) (PERCENT OF SITE. 28) I J . SAN MANHOLE THIS SOIL. HAS A HIGH WATER DEPTH OF >6 1 RIM= 490.07 CHEHALIS SILTY CLAY LOAM (SOIL NUMBER: 26), t FL 8" IN N. 485.4 1 t  FL 15 = 484.7 (PERCENT OF SITE. 59) THIS SOIL HAS A HIGH l ` WATER DEPTH OF >6 "A, N---- 4   .BASIS OF BEARINGS. x j,J1 y 7 LANE COUNTY SURVEY NO. 31948 FILED MAY 6 1994 LANE COUNTY 3 I EX CURB INLET OREGON PLAT RECORDS. Ai m 4"M mom ~0 r  w s I Am& so wa w 4"M  ... 400 4M11. a s W,, .a  4NINVANININNOwift Yw A ; • f aw EXISTING BUILDING WELL HEAD PROTECTION: eA TO REMAIN THIS PROPERTY IS ENTIRELY OUTSIDE THE 99 -YEAR TIME OF TRAVEL w w s w aw A www L  ierwaasnr s r a ww owls craw ss +aw as wwr ws sr>, am" am ammm w> on s eeaww  o ®ssw  ws ZONE. OHE- w _ _.._. ..._.._ _ _. _ . ...__ i T• 3 EX. SAN MANHOLE v -_ _ EX. 6 "W _....._.: .: 875A ti. RIM= 490.70 - 93 ; . J FL 8 „ IN N. = 484.3 t ,f ..__ ......_ FL 7 5 483.9 QRIU <'6 a cq PRIVA o S EX SAN MANHOLE \EX CATCH 9,4SIN 4 --OHE . 489.60 t townwNwompm FL= 488.1 161, CENTERLINE OF EASEMENT FOR ---_ _ o ELECTRIC, TELEPHONE & TELEGRAPH j , t, rr r  20 WIDE EWE$ PARCEL. EASEMENT TO BENEFIT TAX ! . PER REEL 240, RECEPTION NO. LOT 400 RESERVING A RIGHT OF WAY OVER, UNDER j 51916, LANE. COUNTY OFFICIAL fi0' WIDE .ROADWAY EASEMENT E , E J EX CURB RECORDED ON REEL 618, AND ACROSS TAX LOT 404 SO LONG AS IT FL 487.90 Xf °STM. RECORDS. NO WIDTH GIVEN. cz! .,, —E EX STORM MANHOLE RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWER FACILITIES REEL 850, > COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL r' RIM= 491.05 aawAm c RECORDS EX CATCH BASIN  FL 10 = 486.45  a . » -' 4 FL 30 = 485.9.5 ” . % o. - 4 GRATE = 489.25 FL= 487.80 Since 1977 C4 civil transportation structural - geotechnical GRAPHIC SCALE - SURVEYING z _ 40 0 20 40 80 h ( IN FEES } 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www.BranchEngineering.com . ringfield OR I Salem OR _z_ crt PaX-t> r 2 1 1 Si  #5996 3 OREGON s N G q LaN'E, EXPIRES: DECEMBER 31, 2013 PROJECT # 07.143 ISGEND WS CHECKED GM & LB .......r ............ SITE BOUNDARY SCALE: 1 " =40' — - CJ EXISTING EASEMENT EXISTING EDGE OF AC: ti Ljj LLJ 4 o ! NT _.. EX. W EXISTING WATER 1 SAN MANHOLE _..._.OHE --_ _ EXISTING OVER HEAD ELECTRIC C3 RIM= 491.78 MAIN STREET" 1 ,_. EX.STM EXISTING STORM X w SCALE: NONE ` 36 QA ..  EXISTING STORM CURB INLET ee r i - c}, , {' EXISTING STORM MANHOLE r EXISTING STORM CATCH BASIN EXISTING FIRE HYDRANT EXISTING WATER VALVE SAN MANHOLE m  _ II RIM-491.18 EXISTING WATER METER } _ FL 15"-485.,2 cu EXISTING GAS VALVE ,f DA t ' 0 .. R =_ { EXISTING POWER POLE - -- EXISTING GUY WIRE ` © _ w EXISTING STREET LIGHT L1 EXISTING TELEPHONE RISER J Y .SAN _ .  - EXISTING PROPERTY CORNER MISAhj m 1 / t u EXISTING DECIDUOUS -EX CURB INLET T B REMOVED t FL 10' OU . -4  T S 88.1 / r N.=488.15 EXISTING EVERGREEN FL 10 IN _. E .. O j ln,! ., tt, . TO BE REMOVED G 16t, , _ . .,a 1  TM 1 , a t l Ex f CURB INLET a F 10"-487.9 — r L O / 2 , .J 4 V .r S i .o. , ,... , _ L D 486.85  . tlit • 1 » ! ' I I I wwrw w  on sAr as aru air w   wn e x • b. + .  EXISTING .BUILDING j d' b' s O O. O  rb/ TO BE REMOVED , x x TO, , r t SHE AM "DRESS. PAYJ  "- NG 7.58 AC, RES a. r . : 7 . UE .  5250 HlGNBANKS ROAD SPRINGFIELD, OR s  r x - t I EX6 , SAN f CONTOUR INTERVAL: i c j/ k ::•i r __ r ONE FOOT BENCH AM. d to s 0 t oj © `'''  ELEVATIONS SHOWN HEREON ARE BASED ON LANE COUNTY DATUM. BENCH MARK USED WAS A LANE COUNTY BRASS CAP N T IN N N j CONTROL POINT A THE TERSECTION OF 52 D STREET AND r /j I _ INTERSTATE 1 -105, ON THE WEST SIDE NEAR A SIGNAL POLE IN i r THE EDGE OF PAVING AT MEDIAN STRIP. ELEVATION — 493.73 / " a CO to J x  4 4>f URSES, 1 o r THE WATER QUALITY LIMITED WATER COURSE MAP` DOES NOT INDICATE 1 `ems k THE SITE IS ADJAC: ENT TO A WATER QUALITY LIMITED WATERCOURSE X j EX6 "Sq f Q 1100D ZONE** x l } FLOOD ZONE BOUNDARIES AND BASE FLOOD ELEVATIONS WERE TAKEN r FROM FEDERAL EMERGENCY MANAGEMENT ASSOCIATIONS FLOOD ' INSURANCE RATE MAP (41039C1166F 612199) AND (41039C1162F CATCH BASIN a.p 612199) COMMUNITY PANEL NO 415592. LETTER OF MAP REVISION GRATE = 489.1 1 X BASED CN FILL(LOMR —F) DETERMINATION DOCUMENT CASE NO. l FL= 487.65 09- 10- 0007A. , i .f, j e _ ' EX CURB INLET ti Y FL 10 IN N. = 487.6 SOIL PRE Y s FL 10 IN E. = 487.5 rElt: = AC. CORDING TO NATURAL RESOURCES CONSERVATION FL 10 OUT S. 487.4 x - l SERVICES, THE SOILS ON THIS SITE ARE AS FOLLOWS: 1 ; I  . CHEHALIS —URBAN LAND COMPLEX SOIL NUMBER. 27 l (PERCENT OF SITE: (1) THIS SOIL HAS A NIGH WATER Sp „ EX8 S .. x J A  DEPTH OF >6. 1 ` I EX CURB INLET. CLOQUATO SILT LOAM SOIL NUMBER: 29 PERCENT OF FL 10 = 487.2 ( )' _ SITE. l3 THIS SOIL HAS A HIGH WATER DEPTH OF >6 FL 30 = 486.3 ( ) 1   PITS (SOIL NUMBER: 110) (PERCENT OF SITE. 28) I J . SAN MANHOLE THIS SOIL. HAS A HIGH WATER DEPTH OF >6 1 RIM= 490.07 CHEHALIS SILTY CLAY LOAM (SOIL NUMBER: 26), t FL 8" IN N. 485.4 1 t  FL 15 = 484.7 (PERCENT OF SITE. 59) THIS SOIL HAS A HIGH l ` WATER DEPTH OF >6 "A, N---- 4   .BASIS OF BEARINGS. x j,J1 y 7 LANE COUNTY SURVEY NO. 31948 FILED MAY 6 1994 LANE COUNTY 3 I EX CURB INLET OREGON PLAT RECORDS. Ai m 4"M mom ~0 r  w s I Am& so wa w 4"M  ... 400 4M11. a s W,, .a  4NINVANININNOwift Yw A ; • f aw EXISTING BUILDING WELL HEAD PROTECTION: eA TO REMAIN THIS PROPERTY IS ENTIRELY OUTSIDE THE 99 -YEAR TIME OF TRAVEL w w s w aw A www L  ierwaasnr s r a ww owls craw ss +aw as wwr ws sr>, am" am ammm w> on s eeaww  o ®ssw  ws ZONE. OHE- w _ _.._. ..._.._ _ _. _ . ...__ i T• 3 EX. SAN MANHOLE v -_ _ EX. 6 "W _....._.: .: 875A ti. RIM= 490.70 - 93 ; . J FL 8 „ IN N. = 484.3 t ,f ..__ ......_ FL 7 5 483.9 QRIU <'6 a cq PRIVA o S EX SAN MANHOLE \EX CATCH 9,4SIN 4 --OHE . 489.60 t townwNwompm FL= 488.1 161, CENTERLINE OF EASEMENT FOR ---_ _ o ELECTRIC, TELEPHONE & TELEGRAPH j , t, rr r  20 WIDE EWE$ PARCEL. EASEMENT TO BENEFIT TAX ! . PER REEL 240, RECEPTION NO. LOT 400 RESERVING A RIGHT OF WAY OVER, UNDER j 51916, LANE. COUNTY OFFICIAL fi0' WIDE .ROADWAY EASEMENT E , E J EX CURB RECORDED ON REEL 618, AND ACROSS TAX LOT 404 SO LONG AS IT FL 487.90 Xf °STM. RECORDS. NO WIDTH GIVEN. cz! .,, —E EX STORM MANHOLE RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWER FACILITIES REEL 850, > COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL r' RIM= 491.05 aawAm c RECORDS EX CATCH BASIN  FL 10 = 486.45  a . » -' 4 FL 30 = 485.9.5 ” . % o. - 4 GRATE = 489.25 FL= 487.80 Since 1977 C4 civil transportation structural - geotechnical GRAPHIC SCALE - SURVEYING z _ 40 0 20 40 80 h ( IN FEES } 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www.BranchEngineering.com . ringfield OR I Salem OR _z_ crt PaX-t> r 2 1 1 Si  #5996 3 OREGON s N G q LaN'E, EXPIRES: DECEMBER 31, 2013 PROJECT # 07.143 ISGEND WS CHECKED GM & LB .......r ............ SITE BOUNDARY SCALE: 1 " =40' — - EXISTING CENTER LINE EXISTING EASEMENT EXISTING EDGE OF AC: EXISTING CURB ! t _.. EX. W EXISTING WATER 1 SAN MANHOLE _..._.OHE --_ _ EXISTING OVER HEAD ELECTRIC RIM= 491.78 . °EX.SAN _ . EXISTING SANITARY ,_. EX.STM EXISTING STORM X w t .. , .. , ... , .o. EXISTING FLOODZONE 1 EXISTING CONTOUR BY BRANCH ENGINEERING _ w  EXISTING STRUCTURE x % 1 US t , : -a EXISTING CONCRETE SIDEWALK EXI TIN SANITARY S G R MANHOLE 36 QA ..  EXISTING STORM CURB INLET ee r i - c}, , {' EXISTING STORM MANHOLE r EXISTING STORM CATCH BASIN EXISTING FIRE HYDRANT EXISTING WATER VALVE SAN MANHOLE m  _ II RIM-491.18 EXISTING WATER METER } _ FL 15"-485.,2 cu EXISTING GAS VALVE ,f DA t ' 0 .. R =_ { EXISTING POWER POLE - -- EXISTING GUY WIRE ` © _ w EXISTING STREET LIGHT L1 EXISTING TELEPHONE RISER J Y .SAN _ .  - EXISTING PROPERTY CORNER MISAhj m 1 / t u EXISTING DECIDUOUS -EX CURB INLET T B REMOVED t FL 10' OU . -4  T S 88.1 / r N.=488.15 EXISTING EVERGREEN FL 10 IN _. E .. O j ln,! ., tt, . TO BE REMOVED G 16t, , _ . .,a 1  TM 1 , a t l Ex f CURB INLET a F 10"-487.9 — r L O / 2 , .J 4 V .r S i .o. , ,... , _ L D 486.85  . tlit • 1 » ! ' I I I wwrw w  on sAr as aru air w   wn e x • b. + .  EXISTING .BUILDING j d' b' s O O. O  rb/ TO BE REMOVED , x x TO, , r t SHE AM "DRESS. PAYJ  "- NG 7.58 AC, RES a. r . : 7 . UE .  5250 HlGNBANKS ROAD SPRINGFIELD, OR s  r x - t I EX6 , SAN f CONTOUR INTERVAL: i c j/ k ::•i r __ r ONE FOOT BENCH AM. d to s 0 t oj © `'''  ELEVATIONS SHOWN HEREON ARE BASED ON LANE COUNTY DATUM. BENCH MARK USED WAS A LANE COUNTY BRASS CAP N T IN N N j CONTROL POINT A THE TERSECTION OF 52 D STREET AND r /j I _ INTERSTATE 1 -105, ON THE WEST SIDE NEAR A SIGNAL POLE IN i r THE EDGE OF PAVING AT MEDIAN STRIP. ELEVATION — 493.73 / " a CO to J x  4 4>f URSES, 1 o r THE WATER QUALITY LIMITED WATER COURSE MAP` DOES NOT INDICATE 1 `ems k THE SITE IS ADJAC: ENT TO A WATER QUALITY LIMITED WATERCOURSE X j EX6 "Sq f Q 1100D ZONE** x l } FLOOD ZONE BOUNDARIES AND BASE FLOOD ELEVATIONS WERE TAKEN r FROM FEDERAL EMERGENCY MANAGEMENT ASSOCIATIONS FLOOD ' INSURANCE RATE MAP (41039C1166F 612199) AND (41039C1162F CATCH BASIN a.p 612199) COMMUNITY PANEL NO 415592. LETTER OF MAP REVISION GRATE = 489.1 1 X BASED CN FILL(LOMR —F) DETERMINATION DOCUMENT CASE NO. l FL= 487.65 09- 10- 0007A. , i .f, j e _ ' EX CURB INLET ti Y FL 10 IN N. = 487.6 SOIL PRE Y s FL 10 IN E. = 487.5 rElt: = AC. CORDING TO NATURAL RESOURCES CONSERVATION FL 10 OUT S. 487.4 x - l SERVICES, THE SOILS ON THIS SITE ARE AS FOLLOWS: 1 ; I  . CHEHALIS —URBAN LAND COMPLEX SOIL NUMBER. 27 l (PERCENT OF SITE: (1) THIS SOIL HAS A NIGH WATER Sp „ EX8 S .. x J A  DEPTH OF >6. 1 ` I EX CURB INLET. CLOQUATO SILT LOAM SOIL NUMBER: 29 PERCENT OF FL 10 = 487.2 ( )' _ SITE. l3 THIS SOIL HAS A HIGH WATER DEPTH OF >6 FL 30 = 486.3 ( ) 1   PITS (SOIL NUMBER: 110) (PERCENT OF SITE. 28) I J . SAN MANHOLE THIS SOIL. HAS A HIGH WATER DEPTH OF >6 1 RIM= 490.07 CHEHALIS SILTY CLAY LOAM (SOIL NUMBER: 26), t FL 8" IN N. 485.4 1 t  FL 15 = 484.7 (PERCENT OF SITE. 59) THIS SOIL HAS A HIGH l ` WATER DEPTH OF >6 "A, N---- 4   .BASIS OF BEARINGS. x j,J1 y 7 LANE COUNTY SURVEY NO. 31948 FILED MAY 6 1994 LANE COUNTY 3 I EX CURB INLET OREGON PLAT RECORDS. Ai m 4"M mom ~0 r  w s I Am& so wa w 4"M  ... 400 4M11. a s W,, .a  4NINVANININNOwift Yw A ; • f aw EXISTING BUILDING WELL HEAD PROTECTION: eA TO REMAIN THIS PROPERTY IS ENTIRELY OUTSIDE THE 99 -YEAR TIME OF TRAVEL w w s w aw A www L  ierwaasnr s r a ww owls craw ss +aw as wwr ws sr>, am" am ammm w> on s eeaww  o ®ssw  ws ZONE. OHE- w _ _.._. ..._.._ _ _. _ . ...__ i T• 3 EX. SAN MANHOLE v -_ _ EX. 6 "W _....._.: .: 875A ti. RIM= 490.70 - 93 ; . J FL 8 „ IN N. = 484.3 t ,f ..__ ......_ FL 7 5 483.9 QRIU <'6 a cq PRIVA o S EX SAN MANHOLE \EX CATCH 9,4SIN 4 --OHE . 489.60 t townwNwompm FL= 488.1 161, CENTERLINE OF EASEMENT FOR ---_ _ o ELECTRIC, TELEPHONE & TELEGRAPH j , t, rr r  20 WIDE EWE$ PARCEL. EASEMENT TO BENEFIT TAX ! . PER REEL 240, RECEPTION NO. LOT 400 RESERVING A RIGHT OF WAY OVER, UNDER j 51916, LANE. COUNTY OFFICIAL fi0' WIDE .ROADWAY EASEMENT E , E J EX CURB RECORDED ON REEL 618, AND ACROSS TAX LOT 404 SO LONG AS IT FL 487.90 Xf °STM. RECORDS. NO WIDTH GIVEN. cz! .,, —E EX STORM MANHOLE RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWER FACILITIES REEL 850, > COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL r' RIM= 491.05 aawAm c RECORDS EX CATCH BASIN  FL 10 = 486.45  a . » -' 4 FL 30 = 485.9.5 ” . % o. - 4 GRATE = 489.25 FL= 487.80 Since 1977 C4 civil transportation structural - geotechnical GRAPHIC SCALE - SURVEYING z _ 40 0 20 40 80 h ( IN FEES } 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www.BranchEngineering.com . ringfield OR I Salem OR _z_ crt PaX-t> r 2 1 1 Si  #5996 3 OREGON s N G q LaN'E, EXPIRES: DECEMBER 31, 2013 PROJECT # 07.143 DRAWN WS CHECKED GM & LB DATE 4/20/12 SCALE: 1 " =40' SHEET (D COPYRIGHT 2012 by TOG Architect & PlannerslInc 1 t ; I  0VFRF1.OW CURB l CURB OVERFLOW 491.0 491.0 491.5 , MIN. 494, 4 PIPE I 4 OAD 492.0 MAX. OAD 489.5' 90 49010' 5-.1 .` 3-11 487 } . 5 pp .0 3;1 S pp } E pPE 488 2 / /- / / H. :. •i 1 /• / , / „ 4 :f / ,/ ss \ \ \ \ . ANTING 18 OF PL SOIL DEPTH " , 1s OF PLANTING 3' 3 2 NATIVE SOU \ \ \ \ \ \ \ \ \ \ \ \ SOIL DEPTH 484 BOTTOM WIDTH NA Ti VE SOIL VARIES' 18 OF GRAVEL DEPTH GRASSY + WRJ CROSS S90HON A- I1 FIlTR!IO DAMN, CROSS N B-B 482 *SEE LANDSCAPE ARCHITECT PLANS FOR PLANTING AND SOIL TYPE SEE LANDSCAPE ARCHITECT PLANS. FOR PLAN77NG AND SOIL TYPE - 480 AC PAVING  3 0 50 100 zoo - 0 CRUSHED ROCK ON C C I f CU RB QAD .x 491.5 MIN. 10 INFIL TRA TION 491. I BOTTOM .1 EL EVATION BASIN BQ 0 3 a t .:• .: , 489.0 90.0 0 ...:... / / :.- -•. w ---- \ or \ ` \ \ \ •.. r.. a . -cOMPAC. TED suBG DE \ \ \ \ \ \ \ \ \\ \ AC: 491.30 ALSW PA am ova 6 3 SCALE: NONE NATIVE SOIL S 3 489 490 PROVIDE 1 1 2" 4" THICK CONCRETE 1 18 OF PLANTING .., < .3 ON I D P DEEP TOOLED SIDEWALK WITH 18 OF GRAVEL SOIL E TH CONTRACTION MEDIUM BROOM Q SEE LANDSCAPE ARCHI7ECT PLANS FOR PLANTING AND SOIL TYPE DEPTH JOINT 5 , OC .MIN. FINISH - 2 „ 314"-(Q) MIN. AC:= 491,$0 CRUSHED ROCK. COMPACTED SUBGRADE a CONC 1 q "" C'HON e SCALE. NONE AC 491.25 } GEND PROPOSED CONDITONS PROPOSED CURB OUTLINE OF PROPOSED STRUCTURE -- - - PROPOSED GRADE BREAK PROPOSED CONCRETE PROPOSED GRA VEL y W y PROPOSED LANDSCAPING PROPOSED QDOT TYPE 'D' INLET PROPOSED CA TC: H-BA SIN PROPOSED CLEANOUT PROPOSED FLOW DIREC77ON --- -- ROOF DRAINAGE PATTERN .:.. -- PROPOSED STORMWA TER OUTFLOW 150 AC. xxx.xx PROPOSED 70P OF N MANH SA OLE V PA EMEN T ! r  RIM _ 491.78 1 • x .xx !  TC. x x PROPOSED TOP OF CURB FFE FINISHED FLOOR ELEVA TI O N Ac::421 sa FINISHED GRAD E CONTOURS  EXIS71NG CONDITIONS 4. ..... r . ... SITE BOUNDARY AC: 491.30' - - EXISTING CENTER LINE "= I EXISTING EASEMENT :491.631 t EXISTING EDGE OF AC: AC" _j: _• a ,n. ._ . EXISTING CURB I rr 0 _EX. W _- _ EXISTING WA TER 3 - <n : -' _._ --- _- OHE - --- ___ __ -_ EXISTING OVER HEAD ELECTRIC, ... X. SAN._.. _ _ _ I T1N SANITARY ! ' -~ EX 1.42 SAN MANHOLE E EX S G S  II•G 49 ./-RF/ 49 1 .1 M-- 8 _ FL 15't-485.2 r EX. STM 4 EXISTING STORM C' 491.60 __r__ _ _. __• - f - - EXISTING FENCE :,.a •.. ..:..r :, i , • - - --492 EXIS77NG GRADE CONTOUR T6 t, -., ACa 491.00 49 A : 1.25 1.50 _ TP:493.50 TO: 493.30 AC: 1.25 C NJ AC. .4.4 AC, • Ow 493.30 , - - a } CJ b } } } a } fi 8 <. .. 4. • AC: 492.18 1 _ . • ,, • . ,.. :  -. .. -, AC: 492.1 • 2 AC: 492.18 :. -< • .  ::.. AC: 493.00 . _ G E . - , - • q .. , .: G /" • AC. 492.00 •• - .  _ :•• .   .. ,. -. TC: 92.04 TC: 492.04: AC: 2.04 a AC: 492.04 - :. ' a. ._ ___yam_•, •• /1 TC, 492.04 32.04 z 0 AC: 491. 4 TC: 41 2.04 TC: .04 AC: 4 12.04 : 49P.04 T6 t, -., ACa 491.00 49 A : 1.25 1.50 _ TP:493.50 TO: 493.30 AC: 1.25 C NJ AC. .4.4 AC, • Ow 493.30 , - - a } CJ b } } } a } fi 8 <. .. 4. • AC: 492.18 1 _ . • ,, • . ,.. :  -. .. -, AC: 492.1 • 2 AC: 492.18 :. -< • .  ::.. AC: 493.00 . _ G E . - , - • q .. , .: G /" • AC. 492.00 TO: 492.04 T •• - .  _ :•• .   .. ,. -. ail• y r/ y N - _ err V 4 4' - :. ' a. ._ ___yam_•, •• z - TC :493.02 To: CIA AC:4 94 ' . \ ., TC: 492.94 AC: 489.00 Qh W L AC: 4 92 .94 •`n v ' ---3- . • 498- TW. c1a G7>/ Y :4ss.oa g 4 i 00 - ' : :' TC. 492.94 AC: 492.00 o .. _ } TC, 49 94 . • - t AC: 492.44 I4 _. AC. .44 1 9 - .. • . -• TC. 493094 '• AG: 493.44 ' : 1 r' : d.•:•'• •. •• N ;:- .. < \ 4 TC: 493.94 7C: 492.94 AC: 493.94 GRADE AC• 492.34 GRADE CJ BREAK © AC: 492.94 ' K BREAK AC: 492.94 ' _ \ 3 4 •t TC 493 , N 5 : TC: $2.94 ---- TC:4 2 ,94 ..• = - 51 so . s„ AC: 493 ` AC: 92,44 AC: 4 GNA :: f4 ti• TD: 493.94 4N.04 TC. 492,94 a • A ,. . C: 493.44 GRADE , : AC: 492.94 AC: 492.94 •. GRADE BREAK :. • • • .. BREAK . a &A s} , a .• _ . = • TC: 492.94 TC: 492.94 AC: 492.44 AC: 492.44 .. TC: 493.94 SAN . , },•  ! AC: 493,44 on TC: 494.94 -'' A :492,72 ;. ' AC: 491.83 AC: 493.44 -,- AC: 493.28 TC:4.92.94 AC: 492.94 AC: 492. TC:492.94 AC: 492.94 AA 492.10 G TO: 492.04 T TC:4 04 ' 2 4 4 4' 4 BREAKV T TC. 49 TW: 492.10 . AC: 49 BW: 488.10 L Y d gx\ :4 .04 AC: 492.04 'Z9,' s GRAD - jK  .. BR F4 1 TO: 49: . TC: 492 AC: 49• AC: 491154 o. _ } PSG 12 •4 . ' x 4 • TC: 4 CATCH H _ 90 RIM 4 AC: .04 rn GRADE ; BREAK ' -4 SW: 492.04 ` TC' 92. a AC: 91 4 :492.04 AC: 491.54 AC: 491.45 . 3 ? a t 04 . 492 TO • H } ' .:' ¢.• A . 492.04 R a e• i 'G ,1 1 Q- a -a a- f C: 4 .1 a ' fl E f o O } AC 491 K" , >y „ fl X a ... ... ....... a ate. . a r. ....ra.....ci .w .Qarsw..r ... mwesla. ... s a.as sn  s. aawr.. aroo s .rr anan.c..w gels ,ms w s wolwaws ., s s ws...wera .w. ,......a.a wi ._ _ E E AC: 492;40 'CATCH Ci CA _V BASIN t , Ln 5E t t. fAw E 4 4 . , RIM= 490.50 t f E f F E ' k E 4 E E M    400 f  ! fly A   q fw  am loom, 4. AC. 491.00 AC: 492.15 t.... > } > 7C: 49.35 GRADE OH ONE CATCH BASIN ' CATCH BASIN CATCH BASIN N AC: 491.$5 B N RIM= 491.25 RIM= RtM =490.60 N - _ EX AC: 492.00 ° AC: 2.00 RIM= 491.40 _ .491.75 493 .MATCH MAT •H g2 co .1 EX, AC:.  ' 491.25 c`'g 492.25 492.00 N PRIVArrEl RRIVE 493.25  ON 0 4 0 CENTERLINE OF EASEMENT FOR M ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWEB PARCEL. EASEMENT TO BENEFIT TAX h PER REEL 240 RECEPTION NO. f _ LOT 400 RESERVING A RIGHT OF WAY OVER UNDER 51916, LANE COUNTY OFFICIAL 64 WIDE ROADWAY EASEMENT AND A C: T T 4 4 N IT RECORDED. ON REEL S 18, CROSS AX LO 0 SO LONG AS RECORDS. NO WIDTH GIVEN. , RECEPTION NO. 34129, . LANE DOESN'T INTERFERE WITH EWEB FACILITIES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL RECORDS n h O i 4 ©t FT • EXISTING STRUCTURE POND TOP= 491.00"` 01 t ;a w I : • : EXISTING CONCRETE SIDEWALK POND BOTTOM= EXISTING SANITARY MANHOLE 4$7.00 N E  _ EXIST/ G STORM CURB INLET EX CURB INLET EXISTING STORM MANHOLE 2 a E „ EXISTING STORM; CATCH BASIN :• FL 10 OUT S.=488.1 E FL 10" IN N.=488.15 EXIS77NG FIRE HYDRANT _.• .:. :.... ..... t EXISTING WATER VALVE i EX CURB INLET y EXISTING WATER METER } F 10"-487.9 - L r FL 30"-486.85 M EXISTING GAS VALVE i • t ---._ EXISTING POWER POLE C, 490.18 t OL E f G= t EXISTING GUY WIRE E 1 __n ` .. -•=" EXISTING STREET LIGHT - -- 111/// /•' ...,. - , T EXISTING TELEPHONE RISER • 92.20 AC: 490.00 f f °s PA SING EXIS77NG PROPERTY CORNER 4f 2' t E _ 7 I UE 1 , _ t 1 r• 1 > f 1 E t L ROOF DRAINAGE E r W LL BE DIRECTED TO A DO WN SP OU T 1 t AND THROUGH A WEEP HOLE JIV THE CURB. h f E WATER W ER . QUALITY ITY PROPOSED . R !T S L WA E . , .- 490.30 5 00 C. Y. CUT GG T A E . 0 0 SUBGR DE 1 12, 000 C. Y. FILL TO FINISHED GRADE A. ' •• ' aa- •/ E E 4t•.   t E f PROVIDE CURB OPENNI NGS AT 10 ON CENTERS t t t jp{a 1 ADJACENT TO SWALES AND INFILTRATION PONDS. 4 SLOPE TRASH ENCLOSURE SLAB TO CENTER AREA .1 DRAIN. t _ a 444 j Q HYDRAULICALLY SOL TED FRD S M TRUCK LOADING AREA TO BE COVERED AND E d e ISOLATED M TOR WATER SYSTEM IN ACCORDANCE WITH CITY OF PORTLAND SOURCE CONTROL REQUIREMENTS. > 3 w 3 CATCH BASIN > C B S • } > TC: 491.60 GRATE = 489.11 AC: 491.10 FL= 487.65 -r I} fi R NLET EXCUBI FL 10 IN N. 487.6 FL 10 IN E. = 487.5 FL 10 OUTS. = 487.4 A } > fi rd' > fi Sp } > = I EX CURB INLET } FL 10" = 487,2 ' } FL 34 = 486.3 SAN MANHOLE 8R } } RIM= 490.07 FL 8 „ SIN N. = 485.4 TC:491.60 FL 15 = 484.7 AC: 491.10 ! I } ` GRAPHIC SCALE f EX CURB INLET 40 0 20 40 80 }} / ( IN FEET ) > > • a p EX. SAN MANHOLE RIM= 490.70 • FL 8 tN N. - 484.3 . --•"` FL 15 483.9 EX SAN MANHOLE &tHch EX CATCH BASIN ALs ' ---- 1 GRATE = 489.60 0ox, N INE E RING.! FL = 488.1 D --- _ ?•6 ` Sfile 1977 i civil transportation 1-k D J EX CURB INLYT structural • geotechnical FL= 487.90 SURVEYING EX STORM MANHOLE 310 5. Street RIM= 491.05 I „. , . 9gfiel OR 97477 EX CATCH BASIN FL 10 -- 486.45 FL 30" = 485.95 p: 541... 6.0637 GRATE = 489.25 r - _- _1 541: 6.0389 / FL= 487.80 www. Branch En'gineering.corn Springfield OR Salem OR Original Surmittai P d R #52996 OREGON - RUARY , 8 LANE EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20112 SCALE: 111 =40' SHEET 000PYRICHT 2012 by TBC Architect & Planners/Inc 3 of 11 VIOL%S e• i 'G ,1 1 Q- a -a a- f C: 4 .1 a ' fl E f o O } AC 491 K" , >y „ fl X a ... ... ....... a ate. . a r. ....ra.....ci .w .Qarsw..r ... mwesla. ... s a.as sn  s. aawr.. aroo s .rr anan.c..w gels ,ms w s wolwaws ., s s ws...wera .w. ,......a.a wi ._ _ E E AC: 492;40 'CATCH Ci CA _V BASIN t , Ln 5E t t. fAw E 4 4 . , RIM= 490.50 t f E f F E ' k E 4 E E M    400 f  ! fly A   q fw  am loom, 4. AC. 491.00 AC: 492.15 t.... > } > 7C: 49.35 GRADE OH ONE CATCH BASIN ' CATCH BASIN CATCH BASIN N AC: 491.$5 B N RIM= 491.25 RIM= RtM =490.60 N - _ EX AC: 492.00 ° AC: 2.00 RIM= 491.40 _ .491.75 493 .MATCH MAT •H g2 co .1 EX, AC:.  ' 491.25 c`'g 492.25 492.00 N PRIVArrEl RRIVE 493.25  ON 0 4 0 CENTERLINE OF EASEMENT FOR M ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWEB PARCEL. EASEMENT TO BENEFIT TAX h PER REEL 240 RECEPTION NO. f _ LOT 400 RESERVING A RIGHT OF WAY OVER UNDER 51916, LANE COUNTY OFFICIAL 64 WIDE ROADWAY EASEMENT AND A C: T T 4 4 N IT RECORDED. ON REEL S 18, CROSS AX LO 0 SO LONG AS RECORDS. NO WIDTH GIVEN. , RECEPTION NO. 34129, . LANE DOESN'T INTERFERE WITH EWEB FACILITIES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL RECORDS n h O i 4 ©t FT • EXISTING STRUCTURE POND TOP= 491.00"` 01 t ;a w I : • : EXISTING CONCRETE SIDEWALK POND BOTTOM= EXISTING SANITARY MANHOLE 4$7.00 N E  _ EXIST/ G STORM CURB INLET EX CURB INLET EXISTING STORM MANHOLE 2 a E „ EXISTING STORM; CATCH BASIN :• FL 10 OUT S.=488.1 E FL 10" IN N.=488.15 EXIS77NG FIRE HYDRANT _.• .:. :.... ..... t EXISTING WATER VALVE i EX CURB INLET y EXISTING WATER METER } F 10"-487.9 - L r FL 30"-486.85 M EXISTING GAS VALVE i • t ---._ EXISTING POWER POLE C, 490.18 t OL E f G= t EXISTING GUY WIRE E 1 __n ` .. -•=" EXISTING STREET LIGHT - -- 111/// /•' ...,. - , T EXISTING TELEPHONE RISER • 92.20 AC: 490.00 f f °s PA SING EXIS77NG PROPERTY CORNER 4f 2' t E _ 7 I UE 1 , _ t 1 r• 1 > f 1 E t L ROOF DRAINAGE E r W LL BE DIRECTED TO A DO WN SP OU T 1 t AND THROUGH A WEEP HOLE JIV THE CURB. h f E WATER W ER . QUALITY ITY PROPOSED . R !T S L WA E . , .- 490.30 5 00 C. Y. CUT GG T A E . 0 0 SUBGR DE 1 12, 000 C. Y. FILL TO FINISHED GRADE A. ' •• ' aa- •/ E E 4t•.   t E f PROVIDE CURB OPENNI NGS AT 10 ON CENTERS t t t jp{a 1 ADJACENT TO SWALES AND INFILTRATION PONDS. 4 SLOPE TRASH ENCLOSURE SLAB TO CENTER AREA .1 DRAIN. t _ a 444 j Q HYDRAULICALLY SOL TED FRD S M TRUCK LOADING AREA TO BE COVERED AND E d e ISOLATED M TOR WATER SYSTEM IN ACCORDANCE WITH CITY OF PORTLAND SOURCE CONTROL REQUIREMENTS. > 3 w 3 CATCH BASIN > C B S • } > TC: 491.60 GRATE = 489.11 AC: 491.10 FL= 487.65 -r I} fi R NLET EXCUBI FL 10 IN N. 487.6 FL 10 IN E. = 487.5 FL 10 OUTS. = 487.4 A } > fi rd' > fi Sp } > = I EX CURB INLET } FL 10" = 487,2 ' } FL 34 = 486.3 SAN MANHOLE 8R } } RIM= 490.07 FL 8 „ SIN N. = 485.4 TC:491.60 FL 15 = 484.7 AC: 491.10 ! I } ` GRAPHIC SCALE f EX CURB INLET 40 0 20 40 80 }} / ( IN FEET ) > > • a p EX. SAN MANHOLE RIM= 490.70 • FL 8 tN N. - 484.3 . --•"` FL 15 483.9 EX SAN MANHOLE &tHch EX CATCH BASIN ALs ' ---- 1 GRATE = 489.60 0ox, N INE E RING.! FL = 488.1 D --- _ ?•6 ` Sfile 1977 i civil transportation 1-k D J EX CURB INLYT structural • geotechnical FL= 487.90 SURVEYING EX STORM MANHOLE 310 5. Street RIM= 491.05 I „. , . 9gfiel OR 97477 EX CATCH BASIN FL 10 -- 486.45 FL 30" = 485.95 p: 541... 6.0637 GRATE = 489.25 r - _- _1 541: 6.0389 / FL= 487.80 www. Branch En'gineering.corn Springfield OR Salem OR Original Surmittai P d R #52996 OREGON - RUARY , 8 LANE EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20112 SCALE: 111 =40' SHEET 000PYRICHT 2012 by TBC Architect & Planners/Inc 3 of 11 VIOL%S 4 ©t FT • EXISTING STRUCTURE POND TOP= 491.00"` 01 t ;a w I : • : EXISTING CONCRETE SIDEWALK POND BOTTOM= EXISTING SANITARY MANHOLE 4$7.00 N E  _ EXIST/ G STORM CURB INLET EX CURB INLET EXISTING STORM MANHOLE 2 a E „ EXISTING STORM; CATCH BASIN :• FL 10 OUT S.=488.1 E FL 10" IN N.=488.15 EXIS77NG FIRE HYDRANT _.• .:. :.... ..... t EXISTING WATER VALVE i EX CURB INLET y EXISTING WATER METER } F 10"-487.9 - L r FL 30"-486.85 M EXISTING GAS VALVE i • t ---._ EXISTING POWER POLE C, 490.18 t OL E f G= t EXISTING GUY WIRE E 1 __n ` .. -•=" EXISTING STREET LIGHT - -- 111/// /•' ...,. - , T EXISTING TELEPHONE RISER • 92.20 AC: 490.00 f f °s PA SING EXIS77NG PROPERTY CORNER 4f 2' t E _ 7 I UE 1 , _ t 1 r• 1 > f 1 E t L ROOF DRAINAGE E r W LL BE DIRECTED TO A DO WN SP OU T 1 t AND THROUGH A WEEP HOLE JIV THE CURB. h f E WATER W ER . QUALITY ITY PROPOSED . R !T S L WA E . , .- 490.30 5 00 C. Y. CUT GG T A E . 0 0 SUBGR DE 1 12, 000 C. Y. FILL TO FINISHED GRADE A. ' •• ' aa- •/ E E 4t•.   t E f PROVIDE CURB OPENNI NGS AT 10 ON CENTERS t t t jp{a 1 ADJACENT TO SWALES AND INFILTRATION PONDS. 4 SLOPE TRASH ENCLOSURE SLAB TO CENTER AREA .1 DRAIN. t _ a 444 j Q HYDRAULICALLY SOL TED FRD S M TRUCK LOADING AREA TO BE COVERED AND E d e ISOLATED M TOR WATER SYSTEM IN ACCORDANCE WITH CITY OF PORTLAND SOURCE CONTROL REQUIREMENTS. > 3 w 3 CATCH BASIN > C B S • } > TC: 491.60 GRATE = 489.11 AC: 491.10 FL= 487.65 -r I} fi R NLET EXCUBI FL 10 IN N. 487.6 FL 10 IN E. = 487.5 FL 10 OUTS. = 487.4 A } > fi rd' > fi Sp } > = I EX CURB INLET } FL 10" = 487,2 ' } FL 34 = 486.3 SAN MANHOLE 8R } } RIM= 490.07 FL 8 „ SIN N. = 485.4 TC:491.60 FL 15 = 484.7 AC: 491.10 ! I } ` GRAPHIC SCALE f EX CURB INLET 40 0 20 40 80 }} / ( IN FEET ) > > • a p EX. SAN MANHOLE RIM= 490.70 • FL 8 tN N. - 484.3 . --•"` FL 15 483.9 EX SAN MANHOLE &tHch EX CATCH BASIN ALs ' ---- 1 GRATE = 489.60 0ox, N INE E RING.! FL = 488.1 D --- _ ?•6 ` Sfile 1977 i civil transportation 1-k D J EX CURB INLYT structural • geotechnical FL= 487.90 SURVEYING EX STORM MANHOLE 310 5. Street RIM= 491.05 I „. , . 9gfiel OR 97477 EX CATCH BASIN FL 10 -- 486.45 FL 30" = 485.95 p: 541... 6.0637 GRATE = 489.25 r - _- _1 541: 6.0389 / FL= 487.80 www. Branch En'gineering.corn Springfield OR Salem OR Original Surmittai P d R #52996 OREGON - RUARY , 8 LANE EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20112 SCALE: 111 =40' SHEET 000PYRICHT 2012 by TBC Architect & Planners/Inc 3 of 11 VIOL%S 1 CONSTRUCT ASTM D 3034 PVC STORM WATER PIPE PER SIZE AND SLOPE SHOWN. BICYCLE-PROOF PROPOSED CONDI770NS GRATE ----- ST PROPOSED S TORMWA TER LOCKABLE COVER 2 CONSTRUCT ASTM D 3034 PVC WASTEWATER PIPE PER SIZE AND SLOPE SHOWN. PROVIDE PROPOSED STORMWATER OUT FLOW SCHEDULE 40 PVC PIPE WITHIN 5 -FEET FROM BUILDING. CONNECT TO BUILDING WW ----° PROPOSED WASTEWATER STUBOUT. PROVIDE COMPATIBLE COUPLING. W PROPOSED WATER INSTALL 2 SCH. 40 PVC STORM PIPE. WEEP TO CURS -AS SHOWN. o. • , .. 13 FIRE LINE PROPOSED FIRE LINE . . ' . 1  SAN MANHOLE •• •• . • a .•. -- -'• ••.v ° 1.l RIM= 491.78 PROPOSED FENCE SCREENING ti CLEANOUT. 6„ PIPE, SEE NOTES 4 N PROPOSED CURB PROPOSED OUTLINE OF STRUCTURE 5 ODOT TYPE „D" CATC: H INLET. \ \ \ \ \` \ d :  ° .. • ''P.. a •° - ' • I   I - t...- .° :4:: - :- PROPOSED CONCRETE 7 WATER SERVICE PER SIZE INDICATED. / / \ / / \// 24" :.' : / / \ //\ HUBBLESS z 4 PROPOSED CONCRETE / \ \ / ' \ \/ CONNECTOR n . . w PROPOSED LANDSCAPING DOUBLE- COMPARTMENT CATCH BASIN. SEE DETAIL, ON THIS SHEET \ \ / \/ " _ ', p \ ' PROPOSED ODOT TYPE D INLET \ \ \ \ ° _. • : .. \/ RIM= 489.00 5 W SQ. GREASE m PROPOSED CATC: H -BASIN FL= 488.00 TRAP WITH HINGED -'i  .. g BAC: K FLOW PREVENT CLEANOUT LID Riot ' 1 1 p 1 . t a Rt 30 , .. t i ® ® PROPOSED CLEANOUT ` PROPOSED GAS METER 2  WATER METER NDISTURBED SOIL OR "GIBSON STEEL" OR "LYNCH" E Q• STEEL CATC: H PROPOSED PARKING L /G H7 ENGINEERED FILL MANUFAC: TURED 10 9 BASIN 24 x24 x3„ D [fill PROPOSED BIKE RAC: K FIRE HYDRANT 3 " MINIMUM COMPA ' T ED CRUSHED ROCK BEDDING a 12 „ @0.0% 1 : K FLOW PR EVENTER PROPOSED BAC 4 12 FIRE LINE NOTES: E FL= 488.00 18 f. i Q PROPOSED WATER METER <   I , -  SAN MANHOLE Wit- T VERIFY OUTLET INVERT REQUIREMENTS PRIOR d : RIM- 491.18 PROPOSED FIRE HYDRANT TO ORDER. ' ; ' t % 13 PROPOSED PENCE SCREENING 1.! 4i TC .17.it •: : • .. _ FL 15 =485.2 C l E " } } } ' ' E ? ; . , 7 - PROPOSE RIM ELEVATION ' SCALE: NONE $ E RIM= xxx. xx D i t •'- °... a -ti. • - °.. y, r E i' } 3 i a } .) } ; •% .,_. a. 18 CUT END OF OUTLET PIPE TO MATC: H EMBANKMENT SLOPE AND CONSTRUCT OUTFALL RIPRAP APRON, f ? 19 PROPOSED MANHOLE E 4 4 /t> G} 20 INFILTRATION TION STORMWATER RETENTION POND. (SEE LANDSCAPE ARCHITECT PLANS, PLANTING) E . 4 f k k & t 21 4" WALL CLEANOUT W/ FULL SIZE TRAP AND 2" VENT PIPING UP THRU ROOF f ZZ SANITARY AREA DRAIN PRIMER TRAP. k .At, - -- - .A.a.t... 4 1 jjjf y , FL= xxx. xx PROPOSED FLOW LINE ELEVATION 0 AN - EXIS77NG CONDITIONS EWSM { EX R T SITE BOUNDARY . 1 • s , F r Mrwls! AID dw a CUB INLET .. EXISTING CENTER LINE FL 10" OUT S.=488.1 - EXISTING EASEMENT FL 10" IN N.= 488.15 1© STMT EXISTING EDGE OF AC, } " COPPER WATERLINE FOR SANITARY AREA DRAIN PRIMER TRAP. x a a E p J EXISTING CURB j 23 13 < < '  ' }RIM- 490t51J} i ;1 r -  .  <` ' • , EX CURB INLET & E I t 1 , _ ..... .EX.W _- EXISTING WATER f FL 10 48 7.9 } CST3 ....a ,•. > > ) i } } 3 } } } } } } } > } } a a } } } } ; a } > } i } i }> } > } } > } i } } a } } a } } > it - 3} } } p E } < s k « • s r } D 4UW } } }  ! f 7 f c ! +' \ FL 30,= 486.85 - QHE EXISTING OVER HEAD ELECTRIC E ¢ :  . f v : k 4 e ti 4 4 4 i . E k F ft E F ! F t t4 a ? f {  • EX.SAN- ° EXISIING SANITARY a}> 3•}} > } ) } } ; } },i Ef.#k£4kf FE Ef Etft¢4 t -f E.f ft 4f ft <fE Et!t 2 y > J • 1 r - } } • , - a f i . _ - . : . 1 • 4 • } # } i } a a } } f f j  m..n..c7.,.... - EX.STI%I -°°- EXISTING STORM .a . < a . > • '. 2 12 - 21 23 PA, i ' -- -- --  --- -- - -• EXISTING FENCE . • jl LNG 221NV= 490.40 4"@1% f ' E ± 42' ._...,- EXISTING STRUCTURE 'a ?"  pa IF PUMP 2 4"00.5 %• 3 - RIM= 492.00. $ 21 _: - 490.39 .. RIM= 491.11 8 " ' = 489.72 : DUAL 3" DIA. :. 0.57, 1 ' -. WEEP HOLE LEADERS (TYP) w - -  8"TO 12'& Q' • r- tc, ° 1 :.. CENTRIC ..-. 1• .  DUCER - • -a -. - .INV. = 489.98 RIM= 492.00 t 1 h , = 490.30 , - : ' : RIM= 49 1. 11 * . -- 489.61 8 -  :. o 12"00.45% `' • : = 492.0 . 1 . a RIM= 49 1. 11 8 FL= 490.30 8 = 489.61 •iy- -, :. a. .: FL= 490.30 4 6"@1. ': y.. 0% 7 2 : r'. 1 1 2" 2 1 112" ; . ST MH. 3 L ST. MH.j 4 i . % pl , k• • -a -I a, .1 i- • R :I _1 8 "00.5% tx 1277 8" J. ECCENTRIC RED CER 1 ' 1 1 "T0 8" CENTRIC REDUCE ' ' I V.= 489.30 k 1 1 . 1 1/2' ' 7 4 "2 it , 22 } EXISTING CONCRETE SIDEWALK N 6 SAN EXI STING SANITARY MANHOLE .l fJ F 4'A<u , i., r.. EXISTING STORM CURB INLET PUMP 7 1_ 1/2" . - } } t E jl >c r•.: RIM= 490.72 3 # a , ; 11 i • M D } . E .: _ : -. - ..' .: .. . - • .  : EXISTING STORM MANHOLE • 89.16 - .,.. s WATER ;' I k &N i r i ;. - . - . .:1. -. E -- Q •,,, EXISTING STORM CATCH BASIN 8 :. •. r ... ,. • UAL TY t, EXI TIN F R Y , SWALE S G I E H DRANT 4 F ( f  W EXISTING WATER VALVE 1 I ! F OUTLET I.Ja My EXISTING WATER METER INV -487. EXISTING GAS VALVE EXI S TING POWER POLE E F f ! ( I t EXISTING GUY WIRE " ]J 8 C0.5% :, F /j E •. EXISTING STREET LIGHT 4t ja f) • • •. .J S f E 6 SANr EXISTING TELEPHONE RISER a 4 :• E E EXISTING PROPERTY CORNER -- :  • :.'. } ; } } a CATCH BASIN MAWOLE DA .  l 8 RI = 490.60 8 i j } > t } % GRATE = 489.11 FL 488.60 , i } 7 I ? = 490.72 FL= 487.65 •  > F  rte - FL= 489.22 } = EX CURB INLET • Its a j } } J4 i Osf ' = j `  o   1 FL 1 INN 487.6 i _E }r, l( FL 10" IN E. - 4'87.5 I: } • } a.. , } 1.F_ FL 10" OUT S. 487.4 sc • 10-.1 S l f .• . C/18 n EX CURB INLET r7 - } f: I  8 = FL 10" - 487.2 r4 t FL 30 - 486.3 8 _ } ' ;' SAN MANHOLE RIM -- 490.72 4 -: _ / i  - . FL- 489.2 2 .:L- 1 } l'F 18 X0.3% RIM= 490.07 1 1 f2„ a . FL 8 IN N. = 485:4 r . 6 "01% ~a: ' , } } a ' FL 15 484.7 ST< MH./ Z 7, ylvj d a --_ w a a < a a .. _ may. •1< :v•• •4• • CV E 4 FIRE LIN 10 FIR LIN E 7 1 1 ST a a " a " ST ST } } f }  c r  EX CURS INLET - f E OlaOl1 2"W 2 W } WW  WW o WW WW ° } i 12  I . f F 4 E 7 12 4 . .0• aos 4 FaoLa = ®4a8l 7.30 s aOf aaae alasr aOS able a0 s llRA17011 evN ans } 3 i a 0, a > > > _97 - 489.30 6 " ®0% 2 o L - 488.30 12 FL. = 486.06 } sMalHw# as1 A S } # a 2 a! am ON maw r 4e 40 FL " 0 " FL. = 485.29 10 "W J •`.'a  4 k E E E 4 E F E f 4 F 24 "00.2 8 "@0. *.E 40 606 4im .Ow.0 .a. .®.w loom a... ` M <..Ae ter 400a.OMl6,.0 .W .m • avr ... ... a0! :  "...•. .OaO.' ... ICa, a.e..as..e0 •C..: ,Oa a...e. a.. .... , i• ; .. 2 ._ -6" 01.0% ._. _ _...: _ .. - _ :_ _ RIM = 490,60 RI = 490.60 SAN MH 10 4 ' OHE_ _,. _.. _ _ .__rt _ __ -__ ____ _ _ ___. -_ _ __ __ _ _ - --  m R /M- 490.54 _• ___ -.._ __ __.. L_ ..__.._...._ -._._ _._.. __.....__...aH . ____ __._ __ _. ___ _ __ __ _ .g_...__ -._ ...w.. _.._ 1 - _ _.._- _... -_. _.-• _:_.. ... _.._ _....... _- _ _ f .-_ . _ ..._._ ___  __ __ - -- _ ._ ._- ___ ._ _ .__- -_ -- - -.._ __ FL =489.25 FL =488.15 l F - 489.10 FL= 485.00 ; OHE- --1-f RIM= 49125 RIM= 491.25 9 _ \ EX. SAN MANHOLE I & FL= 489.75 FL= 487.47 $ 11 19 FL= 486.30 r °"" _. _._ . I d E X. 6 W l 0° 4XS SAN RIM= „ 4 O N. = 484.3 15 - 483 a 7 ° PR  Aun DRIVE i 11 sS EX SAN MANHOLE EX AT ; ro l CATCH E 4SIN - _ _ ONE ---- ___ HL ,el ;, ... -" ._ .:.:.:.o:ol. ao a.-....... ._ alu a0e..ane. .mss aw a0s aae aewr a... .....,..... ,: :..e..do .:.... .00.mO...N ... . t.0l.....:N f.0 .. :.:..m...o. .:. .,a, GRATE = 4 9.60, . FL= 488.1 q . CENTERLINE OF EASEMENT FOR ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWER PARCEL. EASEMENT TO BENEFIT TAX 1-4 • PER REEL .240 RECEPTION N0. 51916, LANE COUNTY OFFICIAL 60' WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER , ° EX CURB INLET - RECORDED ON REEL 618, AND AC: ROSS TAX LOT 404 SO LONG AS IT ; f FL= 48 7.90 X 1 o „STMT A RECORDS. NO WIDTH GIVEN. ct! E EX STORM MANHOLE RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWEB FAC :ILITIES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL - RIM= ,491.05 RECORDS s $ j EX CATCH BASIN o  FL 10 " = 486.45 4 j GRATE = 489.25 s FL 30 = 485.95 a FL= 487.80 M 1 a- J 0 z j o GRAPHIC SCALE s _ 40 0 20 40 80 , , o -_• ( IN FEET ) M H S T. MH. 1 24" INV. OUT (E)= 487.78 24" INV. IN (N)= 487.78 6" INV. IN (5)= 489.00 S T. MH. 2 24" INV. OUT (S)=488.06 18" INV. IN (N= 488.06 12" INV. IN (E)= 488.06 ST. MH. 3 18" INV. OUT (S)= 488.56 15" IN V. IN (N)= 488.56 12" INV. IN (E)=488.56 S T. MH. 4 15" INV. OUT (S)= 489.23 1 4 2 INV. IN E = 89.23 6" INV. IN (NW)- 489.30 NOTE ALL UNDERGROUND UTILITIES SHOWN HERE IN ARE FOR REFERENCE ONLY DURING SITE REVIEW, AND SUBJECT TO MINOR ADJUSTMENTS IN LOCATION AND SIZE. AS DETERMINED DURING THE BUILDING PERMIT PROCESS. N I N E E R I N G.0 Shoe 1977 civil transportation structural o geotechnica`J SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746,0637 41.746.0389 Date R' eceiwd Bran hEngineering.coM Springfield OR I Salem OR ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -10310 Fax (541) 687 -0625 PRQFs #52996' 3 OREGON4 0 F'Z/ARY LAND EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20/12 SCALE: 111 =40' SHEET CCOPYRIGHT 2012 by TBG Architect & Planners/lnc 4 - - . G V 4 1 jjjf y , FL= xxx. xx PROPOSED FLOW LINE ELEVATION 0 AN - EXIS77NG CONDITIONS EWSM { EX R T SITE BOUNDARY . 1 • s , F r Mrwls! AID dw a CUB INLET .. EXISTING CENTER LINE FL 10" OUT S.=488.1 - EXISTING EASEMENT FL 10" IN N.= 488.15 1© STMT EXISTING EDGE OF AC, } " COPPER WATERLINE FOR SANITARY AREA DRAIN PRIMER TRAP. x a a E p J EXISTING CURB j 23 13 < < '  ' }RIM- 490t51J} i ;1 r -  .  <` ' • , EX CURB INLET & E I t 1 , _ ..... .EX.W _- EXISTING WATER f FL 10 48 7.9 } CST3 ....a ,•. > > ) i } } 3 } } } } } } } > } } a a } } } } ; a } > } i } i }> } > } } > } i } } a } } a } } > it - 3} } } p E } < s k « • s r } D 4UW } } }  ! f 7 f c ! +' \ FL 30,= 486.85 - QHE EXISTING OVER HEAD ELECTRIC E ¢ :  . f v : k 4 e ti 4 4 4 i . E k F ft E F ! F t t4 a ? f {  • EX.SAN- ° EXISIING SANITARY a}> 3•}} > } ) } } ; } },i Ef.#k£4kf FE Ef Etft¢4 t -f E.f ft 4f ft <fE Et!t 2 y > J • 1 r - } } • , - a f i . _ - . : . 1 • 4 • } # } i } a a } } f f j  m..n..c7.,.... - EX.STI%I -°°- EXISTING STORM .a . < a . > • '. 2 12 - 21 23 PA, i ' -- -- --  --- -- - -• EXISTING FENCE . • jl LNG 221NV= 490.40 4"@1% f ' E ± 42' ._...,- EXISTING STRUCTURE 'a ?"  pa IF PUMP 2 4"00.5 %• 3 - RIM= 492.00. $ 21 _: - 490.39 .. RIM= 491.11 8 " ' = 489.72 : DUAL 3" DIA. :. 0.57, 1 ' -. WEEP HOLE LEADERS (TYP) w - -  8"TO 12'& Q' • r- tc, ° 1 :.. CENTRIC ..-. 1• .  DUCER - • -a -. - .INV. = 489.98 RIM= 492.00 t 1 h , = 490.30 , - : ' : RIM= 49 1. 11 * . -- 489.61 8 -  :. o 12"00.45% `' • : = 492.0 . 1 . a RIM= 49 1. 11 8 FL= 490.30 8 = 489.61 •iy- -, :. a. .: FL= 490.30 4 6"@1. ': y.. 0% 7 2 : r'. 1 1 2" 2 1 112" ; . ST MH. 3 L ST. MH.j 4 i . % pl , k• • -a -I a, .1 i- • R :I _1 8 "00.5% tx 1277 8" J. ECCENTRIC RED CER 1 ' 1 1 "T0 8" CENTRIC REDUCE ' ' I V.= 489.30 k 1 1 . 1 1/2' ' 7 4 "2 it , 22 } EXISTING CONCRETE SIDEWALK N 6 SAN EXI STING SANITARY MANHOLE .l fJ F 4'A<u , i., r.. EXISTING STORM CURB INLET PUMP 7 1_ 1/2" . - } } t E jl >c r•.: RIM= 490.72 3 # a , ; 11 i • M D } . E .: _ : -. - ..' .: .. . - • .  : EXISTING STORM MANHOLE • 89.16 - .,.. s WATER ;' I k &N i r i ;. - . - . .:1. -. E -- Q •,,, EXISTING STORM CATCH BASIN 8 :. •. r ... ,. • UAL TY t, EXI TIN F R Y , SWALE S G I E H DRANT 4 F ( f  W EXISTING WATER VALVE 1 I ! F OUTLET I.Ja My EXISTING WATER METER INV -487. EXISTING GAS VALVE EXI S TING POWER POLE E F f ! ( I t EXISTING GUY WIRE " ]J 8 C0.5% :, F /j E •. EXISTING STREET LIGHT 4t ja f) • • •. .J S f E 6 SANr EXISTING TELEPHONE RISER a 4 :• E E EXISTING PROPERTY CORNER -- :  • :.'. } ; } } a CATCH BASIN MAWOLE DA .  l 8 RI = 490.60 8 i j } > t } % GRATE = 489.11 FL 488.60 , i } 7 I ? = 490.72 FL= 487.65 •  > F  rte - FL= 489.22 } = EX CURB INLET • Its a j } } J4 i Osf ' = j `  o   1 FL 1 INN 487.6 i _E }r, l( FL 10" IN E. - 4'87.5 I: } • } a.. , } 1.F_ FL 10" OUT S. 487.4 sc • 10-.1 S l f .• . C/18 n EX CURB INLET r7 - } f: I  8 = FL 10" - 487.2 r4 t FL 30 - 486.3 8 _ } ' ;' SAN MANHOLE RIM -- 490.72 4 -: _ / i  - . FL- 489.2 2 .:L- 1 } l'F 18 X0.3% RIM= 490.07 1 1 f2„ a . FL 8 IN N. = 485:4 r . 6 "01% ~a: ' , } } a ' FL 15 484.7 ST< MH./ Z 7, ylvj d a --_ w a a < a a .. _ may. •1< :v•• •4• • CV E 4 FIRE LIN 10 FIR LIN E 7 1 1 ST a a " a " ST ST } } f }  c r  EX CURS INLET - f E OlaOl1 2"W 2 W } WW  WW o WW WW ° } i 12  I . f F 4 E 7 12 4 . .0• aos 4 FaoLa = ®4a8l 7.30 s aOf aaae alasr aOS able a0 s llRA17011 evN ans } 3 i a 0, a > > > _97 - 489.30 6 " ®0% 2 o L - 488.30 12 FL. = 486.06 } sMalHw# as1 A S } # a 2 a! am ON maw r 4e 40 FL " 0 " FL. = 485.29 10 "W J •`.'a  4 k E E E 4 E F E f 4 F 24 "00.2 8 "@0. *.E 40 606 4im .Ow.0 .a. .®.w loom a... ` M <..Ae ter 400a.OMl6,.0 .W .m • avr ... ... a0! :  "...•. .OaO.' ... ICa, a.e..as..e0 •C..: ,Oa a...e. a.. .... , i• ; .. 2 ._ -6" 01.0% ._. _ _...: _ .. - _ :_ _ RIM = 490,60 RI = 490.60 SAN MH 10 4 ' OHE_ _,. _.. _ _ .__rt _ __ -__ ____ _ _ ___. -_ _ __ __ _ _ - --  m R /M- 490.54 _• ___ -.._ __ __.. L_ ..__.._...._ -._._ _._.. __.....__...aH . ____ __._ __ _. ___ _ __ __ _ .g_...__ -._ ...w.. _.._ 1 - _ _.._- _... -_. _.-• _:_.. ... _.._ _....... _- _ _ f .-_ . _ ..._._ ___  __ __ - -- _ ._ ._- ___ ._ _ .__- -_ -- - -.._ __ FL =489.25 FL =488.15 l F - 489.10 FL= 485.00 ; OHE- --1-f RIM= 49125 RIM= 491.25 9 _ \ EX. SAN MANHOLE I & FL= 489.75 FL= 487.47 $ 11 19 FL= 486.30 r °"" _. _._ . I d E X. 6 W l 0° 4XS SAN RIM= „ 4 O N. = 484.3 15 - 483 a 7 ° PR  Aun DRIVE i 11 sS EX SAN MANHOLE EX AT ; ro l CATCH E 4SIN - _ _ ONE ---- ___ HL ,el ;, ... -" ._ .:.:.:.o:ol. ao a.-....... ._ alu a0e..ane. .mss aw a0s aae aewr a... .....,..... ,: :..e..do .:.... .00.mO...N ... . t.0l.....:N f.0 .. :.:..m...o. .:. .,a, GRATE = 4 9.60, . FL= 488.1 q . CENTERLINE OF EASEMENT FOR ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWER PARCEL. EASEMENT TO BENEFIT TAX 1-4 • PER REEL .240 RECEPTION N0. 51916, LANE COUNTY OFFICIAL 60' WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER , ° EX CURB INLET - RECORDED ON REEL 618, AND AC: ROSS TAX LOT 404 SO LONG AS IT ; f FL= 48 7.90 X 1 o „STMT A RECORDS. NO WIDTH GIVEN. ct! E EX STORM MANHOLE RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWEB FAC :ILITIES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL - RIM= ,491.05 RECORDS s $ j EX CATCH BASIN o  FL 10 " = 486.45 4 j GRATE = 489.25 s FL 30 = 485.95 a FL= 487.80 M 1 a- J 0 z j o GRAPHIC SCALE s _ 40 0 20 40 80 , , o -_• ( IN FEET ) M H S T. MH. 1 24" INV. OUT (E)= 487.78 24" INV. IN (N)= 487.78 6" INV. IN (5)= 489.00 S T. MH. 2 24" INV. OUT (S)=488.06 18" INV. IN (N= 488.06 12" INV. IN (E)= 488.06 ST. MH. 3 18" INV. OUT (S)= 488.56 15" IN V. IN (N)= 488.56 12" INV. IN (E)=488.56 S T. MH. 4 15" INV. OUT (S)= 489.23 1 4 2 INV. IN E = 89.23 6" INV. IN (NW)- 489.30 NOTE ALL UNDERGROUND UTILITIES SHOWN HERE IN ARE FOR REFERENCE ONLY DURING SITE REVIEW, AND SUBJECT TO MINOR ADJUSTMENTS IN LOCATION AND SIZE. AS DETERMINED DURING THE BUILDING PERMIT PROCESS. N I N E E R I N G.0 Shoe 1977 civil transportation structural o geotechnica`J SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746,0637 41.746.0389 Date R' eceiwd Bran hEngineering.coM Springfield OR I Salem OR ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -10310 Fax (541) 687 -0625 PRQFs #52996' 3 OREGON4 0 F'Z/ARY LAND EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20/12 SCALE: 111 =40' SHEET CCOPYRIGHT 2012 by TBG Architect & Planners/lnc 4 - pl , k• • -a -I a, .1 i- • R :I _1 8 "00.5% tx 1277 8" J. ECCENTRIC RED CER 1 ' 1 1 "T0 8" CENTRIC REDUCE ' ' I V.= 489.30 k 1 1 . 1 1/2' ' 7 4 "2 it , 22 } EXISTING CONCRETE SIDEWALK N 6 SAN EXI STING SANITARY MANHOLE .l fJ F 4'A<u , i., r.. EXISTING STORM CURB INLET PUMP 7 1_ 1/2" . - } } t E jl >c r•.: RIM= 490.72 3 # a , ; 11 i • M D } . E .: _ : -. - ..' .: .. . - • .  : EXISTING STORM MANHOLE • 89.16 - .,.. s WATER ;' I k &N i r i ;. - . - . .:1. -. E -- Q •,,, EXISTING STORM CATCH BASIN 8 :. •. r ... ,. • UAL TY t, EXI TIN F R Y , SWALE S G I E H DRANT 4 F ( f  W EXISTING WATER VALVE 1 I ! F OUTLET I.Ja My EXISTING WATER METER INV -487. EXISTING GAS VALVE EXI S TING POWER POLE E F f ! ( I t EXISTING GUY WIRE " ]J 8 C0.5% :, F /j E •. EXISTING STREET LIGHT 4t ja f) • • •. .J S f E 6 SANr EXISTING TELEPHONE RISER a 4 :• E E EXISTING PROPERTY CORNER -- :  • :.'. } ; } } a CATCH BASIN MAWOLE DA .  l 8 RI = 490.60 8 i j } > t } % GRATE = 489.11 FL 488.60 , i } 7 I ? = 490.72 FL= 487.65 •  > F  rte - FL= 489.22 } = EX CURB INLET • Its a j } } J4 i Osf ' = j `  o   1 FL 1 INN 487.6 i _E }r, l( FL 10" IN E. - 4'87.5 I: } • } a.. , } 1.F_ FL 10" OUT S. 487.4 sc • 10-.1 S l f .• . C/18 n EX CURB INLET r7 - } f: I  8 = FL 10" - 487.2 r4 t FL 30 - 486.3 8 _ } ' ;' SAN MANHOLE RIM -- 490.72 4 -: _ / i  - . FL- 489.2 2 .:L- 1 } l'F 18 X0.3% RIM= 490.07 1 1 f2„ a . FL 8 IN N. = 485:4 r . 6 "01% ~a: ' , } } a ' FL 15 484.7 ST< MH./ Z 7, ylvj d a --_ w a a < a a .. _ may. •1< :v•• •4• • CV E 4 FIRE LIN 10 FIR LIN E 7 1 1 ST a a " a " ST ST } } f }  c r  EX CURS INLET - f E OlaOl1 2"W 2 W } WW  WW o WW WW ° } i 12  I . f F 4 E 7 12 4 . .0• aos 4 FaoLa = ®4a8l 7.30 s aOf aaae alasr aOS able a0 s llRA17011 evN ans } 3 i a 0, a > > > _97 - 489.30 6 " ®0% 2 o L - 488.30 12 FL. = 486.06 } sMalHw# as1 A S } # a 2 a! am ON maw r 4e 40 FL " 0 " FL. = 485.29 10 "W J •`.'a  4 k E E E 4 E F E f 4 F 24 "00.2 8 "@0. *.E 40 606 4im .Ow.0 .a. .®.w loom a... ` M <..Ae ter 400a.OMl6,.0 .W .m • avr ... ... a0! :  "...•. .OaO.' ... ICa, a.e..as..e0 •C..: ,Oa a...e. a.. .... , i• ; .. 2 ._ -6" 01.0% ._. _ _...: _ .. - _ :_ _ RIM = 490,60 RI = 490.60 SAN MH 10 4 ' OHE_ _,. _.. _ _ .__rt _ __ -__ ____ _ _ ___. -_ _ __ __ _ _ - --  m R /M- 490.54 _• ___ -.._ __ __.. L_ ..__.._...._ -._._ _._.. __.....__...aH . ____ __._ __ _. ___ _ __ __ _ .g_...__ -._ ...w.. _.._ 1 - _ _.._- _... -_. _.-• _:_.. ... _.._ _....... _- _ _ f .-_ . _ ..._._ ___  __ __ - -- _ ._ ._- ___ ._ _ .__- -_ -- - -.._ __ FL =489.25 FL =488.15 l F - 489.10 FL= 485.00 ; OHE- --1-f RIM= 49125 RIM= 491.25 9 _ \ EX. SAN MANHOLE I & FL= 489.75 FL= 487.47 $ 11 19 FL= 486.30 r °"" _. _._ . I d E X. 6 W l 0° 4XS SAN RIM= „ 4 O N. = 484.3 15 - 483 a 7 ° PR  Aun DRIVE i 11 sS EX SAN MANHOLE EX AT ; ro l CATCH E 4SIN - _ _ ONE ---- ___ HL ,el ;, ... -" ._ .:.:.:.o:ol. ao a.-....... ._ alu a0e..ane. .mss aw a0s aae aewr a... .....,..... ,: :..e..do .:.... .00.mO...N ... . t.0l.....:N f.0 .. :.:..m...o. .:. .,a, GRATE = 4 9.60, . FL= 488.1 q . CENTERLINE OF EASEMENT FOR ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWER PARCEL. EASEMENT TO BENEFIT TAX 1-4 • PER REEL .240 RECEPTION N0. 51916, LANE COUNTY OFFICIAL 60' WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER , ° EX CURB INLET - RECORDED ON REEL 618, AND AC: ROSS TAX LOT 404 SO LONG AS IT ; f FL= 48 7.90 X 1 o „STMT A RECORDS. NO WIDTH GIVEN. ct! E EX STORM MANHOLE RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWEB FAC :ILITIES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL - RIM= ,491.05 RECORDS s $ j EX CATCH BASIN o  FL 10 " = 486.45 4 j GRATE = 489.25 s FL 30 = 485.95 a FL= 487.80 M 1 a- J 0 z j o GRAPHIC SCALE s _ 40 0 20 40 80 , , o -_• ( IN FEET ) M H S T. MH. 1 24" INV. OUT (E)= 487.78 24" INV. IN (N)= 487.78 6" INV. IN (5)= 489.00 S T. MH. 2 24" INV. OUT (S)=488.06 18" INV. IN (N= 488.06 12" INV. IN (E)= 488.06 ST. MH. 3 18" INV. OUT (S)= 488.56 15" IN V. IN (N)= 488.56 12" INV. IN (E)=488.56 S T. MH. 4 15" INV. OUT (S)= 489.23 1 4 2 INV. IN E = 89.23 6" INV. IN (NW)- 489.30 NOTE ALL UNDERGROUND UTILITIES SHOWN HERE IN ARE FOR REFERENCE ONLY DURING SITE REVIEW, AND SUBJECT TO MINOR ADJUSTMENTS IN LOCATION AND SIZE. AS DETERMINED DURING THE BUILDING PERMIT PROCESS. N I N E E R I N G.0 Shoe 1977 civil transportation structural o geotechnica`J SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746,0637 41.746.0389 Date R' eceiwd Bran hEngineering.coM Springfield OR I Salem OR ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -10310 Fax (541) 687 -0625 PRQFs #52996' 3 OREGON4 0 F'Z/ARY LAND EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20/12 SCALE: 111 =40' SHEET CCOPYRIGHT 2012 by TBG Architect & Planners/lnc 4 - it , 22 } EXISTING CONCRETE SIDEWALK N 6 SAN EXI STING SANITARY MANHOLE .l fJ F 4'A<u , i., r.. EXISTING STORM CURB INLET PUMP 7 1_ 1/2" . - } } t E jl >c r•.: RIM= 490.72 3 # a , ; 11 i • M D } . E .: _ : -. - ..' .: .. . - • .  : EXISTING STORM MANHOLE • 89.16 - .,.. s WATER ;' I k &N i r i ;. - . - . .:1. -. E -- Q •,,, EXISTING STORM CATCH BASIN 8 :. •. r ... ,. • UAL TY t, EXI TIN F R Y , SWALE S G I E H DRANT 4 F ( f  W EXISTING WATER VALVE 1 I ! F OUTLET I.Ja My EXISTING WATER METER INV -487. EXISTING GAS VALVE EXI S TING POWER POLE E F f ! ( I t EXISTING GUY WIRE " ]J 8 C0.5% :, F /j E •. EXISTING STREET LIGHT 4t ja f) • • •. .J S f E 6 SANr EXISTING TELEPHONE RISER a 4 :• E E EXISTING PROPERTY CORNER -- :  • :.'. } ; } } a CATCH BASIN MAWOLE DA .  l 8 RI = 490.60 8 i j } > t } % GRATE = 489.11 FL 488.60 , i } 7 I ? = 490.72 FL= 487.65 •  > F  rte - FL= 489.22 } = EX CURB INLET • Its a j } } J4 i Osf ' = j `  o   1 FL 1 INN 487.6 i _E }r, l( FL 10" IN E. - 4'87.5 I: } • } a.. , } 1.F_ FL 10" OUT S. 487.4 sc • 10-.1 S l f .• . C/18 n EX CURB INLET r7 - } f: I  8 = FL 10" - 487.2 r4 t FL 30 - 486.3 8 _ } ' ;' SAN MANHOLE RIM -- 490.72 4 -: _ / i  - . FL- 489.2 2 .:L- 1 } l'F 18 X0.3% RIM= 490.07 1 1 f2„ a . FL 8 IN N. = 485:4 r . 6 "01% ~a: ' , } } a ' FL 15 484.7 ST< MH./ Z 7, ylvj d a --_ w a a < a a .. _ may. •1< :v•• •4• • CV E 4 FIRE LIN 10 FIR LIN E 7 1 1 ST a a " a " ST ST } } f }  c r  EX CURS INLET - f E OlaOl1 2"W 2 W } WW  WW o WW WW ° } i 12  I . f F 4 E 7 12 4 . .0• aos 4 FaoLa = ®4a8l 7.30 s aOf aaae alasr aOS able a0 s llRA17011 evN ans } 3 i a 0, a > > > _97 - 489.30 6 " ®0% 2 o L - 488.30 12 FL. = 486.06 } sMalHw# as1 A S } # a 2 a! am ON maw r 4e 40 FL " 0 " FL. = 485.29 10 "W J •`.'a  4 k E E E 4 E F E f 4 F 24 "00.2 8 "@0. *.E 40 606 4im .Ow.0 .a. .®.w loom a... ` M <..Ae ter 400a.OMl6,.0 .W .m • avr ... ... a0! :  "...•. .OaO.' ... ICa, a.e..as..e0 •C..: ,Oa a...e. a.. .... , i• ; .. 2 ._ -6" 01.0% ._. _ _...: _ .. - _ :_ _ RIM = 490,60 RI = 490.60 SAN MH 10 4 ' OHE_ _,. _.. _ _ .__rt _ __ -__ ____ _ _ ___. -_ _ __ __ _ _ - --  m R /M- 490.54 _• ___ -.._ __ __.. L_ ..__.._...._ -._._ _._.. __.....__...aH . ____ __._ __ _. ___ _ __ __ _ .g_...__ -._ ...w.. _.._ 1 - _ _.._- _... -_. _.-• _:_.. ... _.._ _....... _- _ _ f .-_ . _ ..._._ ___  __ __ - -- _ ._ ._- ___ ._ _ .__- -_ -- - -.._ __ FL =489.25 FL =488.15 l F - 489.10 FL= 485.00 ; OHE- --1-f RIM= 49125 RIM= 491.25 9 _ \ EX. SAN MANHOLE I & FL= 489.75 FL= 487.47 $ 11 19 FL= 486.30 r °"" _. _._ . I d E X. 6 W l 0° 4XS SAN RIM= „ 4 O N. = 484.3 15 - 483 a 7 ° PR  Aun DRIVE i 11 sS EX SAN MANHOLE EX AT ; ro l CATCH E 4SIN - _ _ ONE ---- ___ HL ,el ;, ... -" ._ .:.:.:.o:ol. ao a.-....... ._ alu a0e..ane. .mss aw a0s aae aewr a... .....,..... ,: :..e..do .:.... .00.mO...N ... . t.0l.....:N f.0 .. :.:..m...o. .:. .,a, GRATE = 4 9.60, . FL= 488.1 q . CENTERLINE OF EASEMENT FOR ELECTRIC, TELEPHONE & TELEGRAPH 20' WIDE EWER PARCEL. EASEMENT TO BENEFIT TAX 1-4 • PER REEL .240 RECEPTION N0. 51916, LANE COUNTY OFFICIAL 60' WIDE ROADWAY EASEMENT LOT 400, RESERVING A RIGHT OF WAY OVER, UNDER , ° EX CURB INLET - RECORDED ON REEL 618, AND AC: ROSS TAX LOT 404 SO LONG AS IT ; f FL= 48 7.90 X 1 o „STMT A RECORDS. NO WIDTH GIVEN. ct! E EX STORM MANHOLE RECEPTION NO. 34129, LANE DOESN'T INTERFERE WITH EWEB FAC :ILITIES REEL 850, COUNTY OFFICIAL RECORDS. RECEPTION NO. 7733862, LANE COUNTY OFFICIAL - RIM= ,491.05 RECORDS s $ j EX CATCH BASIN o  FL 10 " = 486.45 4 j GRATE = 489.25 s FL 30 = 485.95 a FL= 487.80 M 1 a- J 0 z j o GRAPHIC SCALE s _ 40 0 20 40 80 , , o -_• ( IN FEET ) M H S T. MH. 1 24" INV. OUT (E)= 487.78 24" INV. IN (N)= 487.78 6" INV. IN (5)= 489.00 S T. MH. 2 24" INV. OUT (S)=488.06 18" INV. IN (N= 488.06 12" INV. IN (E)= 488.06 ST. MH. 3 18" INV. OUT (S)= 488.56 15" IN V. IN (N)= 488.56 12" INV. IN (E)=488.56 S T. MH. 4 15" INV. OUT (S)= 489.23 1 4 2 INV. IN E = 89.23 6" INV. IN (NW)- 489.30 NOTE ALL UNDERGROUND UTILITIES SHOWN HERE IN ARE FOR REFERENCE ONLY DURING SITE REVIEW, AND SUBJECT TO MINOR ADJUSTMENTS IN LOCATION AND SIZE. AS DETERMINED DURING THE BUILDING PERMIT PROCESS. N I N E E R I N G.0 Shoe 1977 civil transportation structural o geotechnica`J SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746,0637 41.746.0389 Date R' eceiwd Bran hEngineering.coM Springfield OR I Salem OR ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -10310 Fax (541) 687 -0625 PRQFs #52996' 3 OREGON4 0 F'Z/ARY LAND EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20/12 SCALE: 111 =40' SHEET CCOPYRIGHT 2012 by TBG Architect & Planners/lnc 4 - 18" INV. IN (N= 488.06 12" INV. IN (E)= 488.06 ST. MH. 3 18" INV. OUT (S)= 488.56 15" IN V. IN (N)= 488.56 12" INV. IN (E)=488.56 S T. MH. 4 15" INV. OUT (S)= 489.23 1 4 2 INV. IN E = 89.23 6" INV. IN (NW)- 489.30 NOTE ALL UNDERGROUND UTILITIES SHOWN HERE IN ARE FOR REFERENCE ONLY DURING SITE REVIEW, AND SUBJECT TO MINOR ADJUSTMENTS IN LOCATION AND SIZE. AS DETERMINED DURING THE BUILDING PERMIT PROCESS. N I N E E R I N G.0 Shoe 1977 civil transportation structural o geotechnica`J SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746,0637 41.746.0389 Date R' eceiwd Bran hEngineering.coM Springfield OR I Salem OR ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -10310 Fax (541) 687 -0625 PRQFs #52996' 3 OREGON4 0 F'Z/ARY LAND EXPIRES: DECEMBER 31, 2013 PROJECT # 07 -143 DRAWN WS CHECKED GM & LB DATE 4/20/12 SCALE: 111 =40' SHEET CCOPYRIGHT 2012 by TBG Architect & Planners/lnc 4 - 15" INV. OUT (S)= 489.23 1 4 2 INV. IN E = 89.23 6" INV. IN (NW)- 489.30 NOTE ALL UNDERGROUND UTILITIES SHOWN HERE IN ARE FOR REFERENCE ONLY DURING SITE REVIEW, AND SUBJECT TO MINOR ADJUSTMENTS IN LOCATION AND SIZE. AS DETERMINED DURING THE BUILDING PERMIT PROCESS. N I N E E R I N G.0 Shoe 1977 civil transportation structural o geotechnica`J SURVEYING 310 Sth Street Springfield, OR 97477 p: 541.746,0637 41.746.0389 Date R' eceiwd Bran hEngineering.coM Springfield OR I Salem OR ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -10310 Elm • ALL PUBLIC IMPROVEMENTS MADE WITHIN THE PUBLIC R.O.W. WILL BE PRIVATELY CONSTRUCTED CONFORMING TO THE CITY OF SPRINGFIELD STANDARD 5PECIFICATION5 FOR PUBLIC WORKS CONSTRUCTION: IN COMPLIANCE WITH 5DC 4.3 -125, ALL NEW ON -SITE UTILITIES WILL BE PLACED UNDERGROUND, WHENEVER POSSIBLE. REFERENCE CIVIL PLANS, FOR EX15TING CONDITIONS AND ALL GRADING AND DRAINAGE REQUIREMENTS. REFERENCE SHEET A4 * A5 FOR EXTERIOR ELEVATIONS. OUTDOOR BUILDING LIGHTING LOCATIONS, DETAILS AND SPECIFICATIONS WILL BE SUBMITTED AT THE TIME OF BUILDING PERMIT IN COMPLIANCE WITH 5DC 4.5- 100. ALL PROP05ED PRIOR LIGHT FIXTURES WILL BE 5HIEL.DED AT THE TIME OF INSTALLATION 50 THAT DIRECT GLARE AND REFLECTION ARE CONTAINED WITHIN THE BOUNDARIES OF THE. PROPERTY, AND DIRECTED DOWNWARD AND AWAY FROM ABUTTING PROPERTIE5 AND PUBLIC RIGHTS-OF-WAY. IN COMPLIANCE WITH 5DC 4.4- 105(G), A PERMANENT UNDERGROUND IRRIGATION 5Y5TEM SHALL BE PROVIDED FOR ALL NEW PLANT MATERIALS USED TO MEET LANDSCAPE STANDARDS, UNLE55 WHERE PLANTED WITH NATIVE SPECIES OR PLANT COMMUNITIES. REFERENCE LANDSCAPE ARCHITECTURE DRAWINGS FOR DETAILS. LONG-TERM BICYCLE PARKING 5PACE5 WILL BE DESIGNED AND LOCATED INSIDE INDIVIDUAL TENANT 5PACE5 IN A SECURE LOCATION AT THE TIME OF TENANT INFILL BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH 5DC 4.G -145 -150. THE TENANTS WILL BE MADE AWARE THAT STANDARDS MUST BE MET PRIOR TO OCCUPANCY. THE DETAILS OF THE 51TE AND BUILDING SIGNAGE WILL BE SUBMITTED AT THE TIME OF BUILDING PERMIT 5UBMITTAL IN COMPLIANCE WITH THE SIGN STANDARDS. THE DETAILS OF THE PROPOSED SLATTED CHAIN -LINK FENCE WILL BE SUBMITTED AT THE TIME OF BUILDING PERMIT SUBMITTAL IN COMPLIANCE WITH 5DC 4.4-110030)-115. TAX LOT 405 LMI ZONE o M M TAX LOT 403 LMI ZONE I a ca coM Q Q U m ui t'7  co Q as E G a? O L ia Q co AREA CALCULATIONS TOTAL 51TE AREA TAX LOT 400 7.58 ACRES OR 330,258 5F (I 00.01k) PROP05ED DEVELOPMENT TOTAL BUILDING ROOF AREA 133,G81 5F (40.5 %Q) TOTAL A5PHALT /PARKING AREAIDR RIVE A15LE AREA 13G,501 5F (41.3 %) TOTAL 51DEWAWPAVEMENT AREA 22,221 5F (G.7 %) TOTAL TRASH ENCLOSURE AREA I ,G50 5F (0.5 %) TOTAL IMPERVIOUS AREA 294,053 5F (89.0%) TOTAL PERVIOUS AREA 3G,205 5F (1 1.0 %) TOTAL EWEB 517E AREA TAX LOT 404 0.33 ACRES OR 14,605 5F (100.0 016) PROPOSED DEVELOPMENT TOTAL A5PHALT/PARKING AREA/DRIVE AISLE AREA 11,294 5F (77.3 %) TOTAL. ! MPEKVIOU5 AREA 1 1,294 5F (77.3 %) TOTAL PERVIOU5 AREA 3,311 5F (22.7 %) TAX LOT 405 I LMI ZONE PARYJNG LOT LIGHTING %1.q .1 -TYb_V 1 wvv& -I-% LINES TO REMAIN POLE TO REMAIN, TYP I nA nI KI!_' nr inc i FVFi MATH POWER POLE TO REMAIN, TYP LAND USE CODE SUMMARY 0 50C 3.2 -420 5-0° MIN. PARKING AND DRIVEWAY FRONT YARD SETBACK. 5DC 3.2 -420 10' -0" MIN INTERIOR YARD BUILDING SETBACK FROM RE51DENTIAL DISTRICT5. 5DC 3.2 -420 5-0" MIN INTERIOR AND REAR YARD PARKING, l=./ DRIVEWAY AND OUTDOOR STORAGE SETBACK. 5DC 4.4 -1 I OW(i) VAY BASE HEIGHT FENCE SCREENING (13)(3) * TABLE 4.4-1 ADJACENT TO RE510ENTIAL DISTRICT. 5DC 4.5 -1 10(6)(2)(b) 12-0" MAX HEIGHT PARKING LOT LIGHTING WITHIN 50' -0" OF A RESIDENTIAL DISTRICT. 5DC 4.G- 135(C) LOADING AREAS TOTALING A MINIMUM OF 2,250 5F FOR 51TE. TAX _LOT „ > x, N ' r'  x o > r   > K, Q i N a  , O > (DSITE PLAN C' CA. 5o_pd TYP BICYCLE SPACE TYP CLR TYP END SPACE - -- -- -- - -- r- -- -- -- - - -1 "fl'PSPACEBM/ -- - I-- - - - - -I .HOOPS ( I  I TYP HITCHING POST OR STAPLE RACK L _ _ .... -- - I- - - -- - - -j PER 5DC FIGURE 4.6 -8 TYP BICYCLE PARKING 1/4 " =1' -0" PARKING LOT LIGHTING 9 0 PARKING CALCULATIONS PARKING CALCULATION5 ARE PROVIDED FOR REFERENCE ONLY. NO EXACT TENANT5 HAVE BEEN IDENTIFIED. VEHICLE PARKING VEHICLE PARKING 5PACE5 REQUIRED (5DC TABLE 4.G -2) INDU5TRIAL MANUFACTURING  A55EMBLY U5E I : 500 5F GRO55 FLOOR AREA 37,G00 5F/500 INDU5TRIAL WAREHOU51NG U5E 1000 5F GR055 FLOOR AREA 123,745 5F/ 1000 TOTAL VEHICLE PARKING 5PACE5 REQUIRED TOTAL VEHICLE PARKING 5PACE5 PROVIDED ACCE5515LE 5PACE5 0-0" X I G' -0" W/ 2' -0" BUMPER OVERHANG) STANDARD 5PACE5 0-0" X I G' -0" W12' -0" BUMPER OVERHANG) INCYCLE PARKING 75.2 5PACE5 123.7 5PACE5 199 5PACE5 199 5PACE5 G 5PACE5 i93 5PACE5 BICYCLE PARKING 5PACE5 REQUIRED (5DC TABLE 4.G -3) INDUSTRIAL MANUFACTURING * A55EMBLY U5E (INCLUDING WAREHOUSING U5E) 1: 3000 5F GRO55 FLOOR AREA I (E) FIRE I G 1,345 5F/ 3000 ( HYDRANt 25% SHORT TERM 12.5 5PACE5 / REMAIN TO ( 75% LUNG TERM 41.2 SPACES r TOTAL BICYCLE PARKING 5PACE5 REQUIRED 54 5PACE5 5HORT TERM 5PACE5 REQUIRED 13 5PACE5 ' LONG TERM 5PACE5 REQUIRED 41 5PACE5 TOTAL BICYCLE PARKING 5PACE5 PROVIDED 55 5PACE5 5HORT TERM 5PACE5 PROVIDED 14 5PACE5 LONG TERM 5PACE5 PROVIDED 41 5PACE5 i (LONG TERM 5PACE5 WILL BE LOCATED WITHIN TENANT 5PACE5 AT THE TIME OF INDIVIDUAL TENANT INFILL) 1 (E) PU LIC 51DE AL.K LEGEND TO MAIN NEW BUILDING FOOTPRINT J -- - -- PROPERTY LINE UTILITY EA5EMENT, 5EE SHEET C I (E) EWER POWER LINE, 5EE SHEET C I v (E) EWER POWER POLE, 5EE 5HEET C 1 `, • , - , • `, - w LAND5CAPE PLANTING BEDS, 5EE 5HEET LA- ! .'i PAINTED ON -51TE PEDE5TRIAN CR055WALK 5TRIPING G " RA 15ED CONCRETE WALKWAYS 1 i • :. GRAVEL - X X_ 5LATTED CHAIN -LINK FENCE ea (2) 5HORT TERM BICYCLE PARKING 5PACE5, TYP 4 ADA PARKING 5TALL * RAMP COMPLETE WITH PAINTED 5YM60L  5TRIPING, 51GN AND DETECTABLE WARNING EX15TING TREE TO BE REMOVED, SEE SHEET C I PARKING LOT LIGHTING (20' -0" HEIGHT, TYP LION) SZN[) STRfE1 TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687 -1010 Fax (541) 687 -0625 PROJECT # 200803 DRAWN KGT,AM CHECKED JL, KGT DATE 1 1.10.09 SHEET Al O COPYRIGHT 2009 by TBG Architect & PlanneNinc -F 0 U. M C OJ O d In p V CL m Cn Q0 O r O l C CL Ez _mom C3 r,--s,,_BU-1LD1NG 3 -FLOOR PLAN FLOOR PLAN GENERALNOTE ARCHITECTURAL FLOOR PLAN5 ARE PRE5ENTED 5CHEMATICALLY FOR REFERENCE ONLY. NO TENANT5 HAVE BEEN IDENTIFIED. BUILDING 1 -FLOOR PLAN 1 /1fi " =l'-V ARCHITECTS & PLANNERS / INC TBG 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687.. --1010 Fax (541) 687 --0625 :;T 0 %- I PROJECT # 200803 DRAWN AM CHECKED JL, KGT DATE 11.10.09 b  j(n(j L SHEET JUN M1 A2 Original submittal-,_ COPYRIGHT 2009 by TOG Architect & PlannerVinc co paws M P 0. U. M C> O C3 C5 > 0 co = as 0 c) cf) 105 1 An nB nc nD nE nF n BUILDING 5 -FLOOR PLAN' 1/6" = VI B U I L 1/611 = 11 -nil 02MI Eli orate vCh GENERAL NOTE ARCHITECTURAL FLOOR PLANS ARE PRESENTED 5ChEMATICALLY- FOR REFERENCE ONLY. NO TENANTS HAVE BEEN IDENTIFIED. ii CONCEPTUAL'i FLOOR PLANS PROJECT # 200803 DRAWN AM CHECKED JL, KGT DATE 11.10.09 cu[:CT TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE TENANT SPACE UP 4? -4-4 11 IF -4-4 IF IF UTILITY uj UTILITY UTILITY IF UTILITY UTILITY UTILITY ffTolLff TOILET TOILET TOILET TOILET 4TOILET, TOILET TOILET Tro, TOILET U UTILITY TOILET cc ui z uj z U.1 z uj z uj z uj z 2FFICET OFFICE Z. OFFICE z OFFICE z OFFICE z OFFICE OFFICE uj A C2— —7:77 74= cm-- BUILDING 5 -FLOOR PLAN' 1/6" = VI B U I L 1/611 = 11 -nil 02MI Eli orate vCh GENERAL NOTE ARCHITECTURAL FLOOR PLANS ARE PRESENTED 5ChEMATICALLY- FOR REFERENCE ONLY. NO TENANTS HAVE BEEN IDENTIFIED. ii CONCEPTUAL'i FLOOR PLANS PROJECT # 200803 DRAWN AM CHECKED JL, KGT DATE 11.10.09 cu[:CT A Aod4L 24LUAL, T.O. PARAPET"-- 10-7. 6 T.O. MEZZANINE'v a-O"A T.O. 5LAW" ALUMINUM STOREFRONT 5y5TEM, TYP TILT-UP CONCRETE PANEL, PAINTED TYP OVERHEAD DOOR, TYP HOLLOW METAL DOOR, TYP CEMENTITIOUS EXTERJOR 5URFACING, PAINTED TYP (7LBUILDING 1 - WEST ELEVATION 1,BUILDING 1 - EAST ELEVATION_ .. 1/16" = 1-W 1/160 = 1 1-011 BUILDING 5 - NORTH ELEVATION SIM , TYP ETE PANEL, ), TYP I GENERAL-NOTE I I - ARCHITECTURAL DETAILS, FINISHES AND WINDOW CONFIGURATION ARE PRESENTED SCHEMATICALLY FOR REFERENCE ONLY. 2. PER 5DC 3.2-420, THERE 15 NO MAX BUILDING HEIGHT EXCEPT WHEN A13UTTING A RE51DENTIAL DISTRICT, FOR A D15TANCE OF 50'-U'ADJACENT TO A RE51DENTIAL DISTRICT, THE BUILDING HEIGHT 15 NO GREATER THAN PERMITTED IN THAT RE51DENTIAL DISTRICT. THE PROP05ED BUILDING5 WITHIN 50'-0" OF THE ADJACENT- LDR ZONE ARE LE55 THAN THE MAX ALLOWED HEIGHT Of 30-O" IN THE LDR ZONE. 24'-afiL T.O. PARAPETq" STEEL CANOPY I a-r?. T.O. MEZZANINE'4" - 0-47 A T.O. 6LAB'v 1/16` = V-T. nG 5LATTED CHAIN-LINK nF' nE OD; A OC OBI FENCED TRA5H ENCL05URE W1 STEEL POSTS, METAL ROOF, TYP is', c=1 6 co REVEAL JOINTS, TYP E. Date Received: F E z co c* 0 JUN 4 2012 UO m REVEAL-JOINT5, TYP ALUMINUM 5TOREFRONT Fi 9 7-71 SYSTEM, TYP 24147A Lj- 9.. 179 P,, 7FIW 7 JL R71 T.O. PARAPET"j .1 A /1y I 2- i :7"- TILT-UP CONCRETE X-F 77, 71 77 77 PANEL, PAINTED TYP D5. D5 D5 D5, T UCj 0" DI G AREA D5 D5 D5 D5 D rz T I U-7" F­ T.0, MEZZANINE ULLL. r -T N7111 17 F/I JAA - 1/f/AAA/irl F71 KAZ /I - 1 -1 I/ t a4r, T.O. 5LA13.1j D5 d D5 D5 D5 D5 D5 CEMFNTITIOU5 EXTERIOR CEMFNTITIOU5 EXTERIOR SURFACING, PAINTED TYP SURFACING, PAINTED TYP HOLLOW ME TAL DOOR, TYP 2 - SOUTH ELEVATION 2 - EAST ELEVATION- ,T,BUILDING (,BUILDING 24'-afiL T.O. PARAPETq" STEEL CANOPY I a-r?. T.O. MEZZANINE'4" - 0-47 A T.O. 6LAB'v 1/16` = V-T. nG 5LATTED CHAIN-LINK nF' nE OD; A OC OBI 1/1 6u- = 1 1-W ALUMINUM STOREFRONT 5y5TEM, Typ TILT-UP CONCRETE- PANEL, PAINTED TYP OVERHEAD 2 HOLLOW METAL DOOR, TYP BUILDING 4 - EAST ELEVATION OPP SIM z7 Yf REVEAL JOINTS, TYP -UP PANEL, PAINTED TYP '–CEMENTITIOU5 EXTERIOR SURFACING, PAINTED TYP m CEMENTITIOU5 EXTERIOR SURFACING, PAINTED TYP BUILDING2 - NORT H ELEVATION 6 BUILDING 2 - WEST ELEVATION A4 -  4- 1/160 1 1-011 1/1611 1 -Y' OA OB OD ED OF OGG 80 07 60 T.O. PARAPETv 19-7",:A T.O. MEZZANINE"' T.O. 5LABv C> 00 Ci FENCED TRA5H ENCL05URE W1 STEEL POSTS, METAL ROOF, TYP is', c=1 6 co REVEAL JOINTS, TYP Date Received: E z co c* 0 JUN 4 2012 4 m Fi 9 7-71 Lj- 9.. 179 P,, 7FIW 7 JL R71 .1 A /1y I 2- i :7"- X-F 77, 71 77 77 D5, D5. D5 D5 D5, T UCj 0" DI G AREA D5 D5 D5 D5 D 1/1 6u- = 1 1-W ALUMINUM STOREFRONT 5y5TEM, Typ TILT-UP CONCRETE- PANEL, PAINTED TYP OVERHEAD 2 HOLLOW METAL DOOR, TYP BUILDING 4 - EAST ELEVATION OPP SIM z7 Yf REVEAL JOINTS, TYP -UP PANEL, PAINTED TYP '–CEMENTITIOU5 EXTERIOR SURFACING, PAINTED TYP m CEMENTITIOU5 EXTERIOR SURFACING, PAINTED TYP BUILDING2 - NORT H ELEVATION 6 BUILDING 2 - WEST ELEVATION A4 -  4- 1/160 1 1-011 1/1611 1 -Y' OA OB OD ED OF OGG 80 07 60 T.O. PARAPETv 19-7",:A T.O. MEZZANINE"' T.O. 5LABv C> 00 Ci ALUMINUM TILT-UP CONCRETE 5TOREfRONT PANEL, PAINTED TYP aVaTr-k A TV0 11 REVEAL JOINT5, TYP TILT-UP CONCRffE 'PANEL, PAINTED, TYP —OVERHEAD DOOR, TYP OLLOW METAL DOOR,-TYP CEMENTITfOU5 EXTERIOR SURFACING, TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ­r%'Qn A4e!" -.- OF Vv- PAINTED TYP B UALDING 3 - SOUTH ELEVATION BUILDING 3 - EAST/WEST ELEVATION 7 t-011 PROJECT # 200803 1/16" = V-0' 1 . 4 1/16 BUILDING 4 - WEST ELEVATION SIM VI FDR A W N AM BUILDING 1 - NORTH/SOUTH ELEVATIONS SIM 'S BUILDING 5 - EAST/WEST ELEVATIONS SiM is', c=1 6 co Date Received: E z co c* 0 JUN 4 2012 4 m r/ 7-71 7 7 JL X-F 77, D5, D5. D5 D5 D5, D5 ALUMINUM TILT-UP CONCRETE 5TOREfRONT PANEL, PAINTED TYP aVaTr-k A TV0 11 REVEAL JOINT5, TYP TILT-UP CONCRffE 'PANEL, PAINTED, TYP —OVERHEAD DOOR, TYP OLLOW METAL DOOR,-TYP CEMENTITfOU5 EXTERIOR SURFACING, TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ­r%'Qn A4e!" -.- OF Vv- PAINTED TYP B UALDING 3 - SOUTH ELEVATION BUILDING 3 - EAST/WEST ELEVATION 7 t-011 PROJECT # 200803 1/16" = V-0' 1 . 4 1/16 BUILDING 4 - WEST ELEVATION SIM VI FDR A W N AM BUILDING 1 - NORTH/SOUTH ELEVATIONS SIM 'S BUILDING 5 - EAST/WEST ELEVATIONS SiM C3 C/i Oriciingi qubmittal is', c=1 6 co Date Received: E z co c* 0 JUN 4 2012 4 m C3 C/i Oriciingi qubmittal 2*9 T.O. PARAPET"' 10-7',1. T.O. MEZZANINE" a-o"i, T.O. 5LAJ3'v'v 2*0'6, T.O. PARAPET' 19-7',.1, T.O. MEZZANINE'v U-17 :Jk T.O. 5LA13"' 2*9,,. T.0. PARAPET'v T.O. MEZZANINE'v (Y-00 T.O. 5LA[31j- 2*9,1., T.O. PARAPET'v I U-7",L T.O. MEZZANINE` 01-o" 'iL T.O.:5LA]3'p'j M. w w cr) C> co c w m p co M c/) DF ED OD OB OA BUILDING 3 - NO11TH ELEVATION 1/1 6u = V-011 nB nc nD ALUMINUM 5TOREfRONTnE zl_ 5Y_9TFM Typ ALUMINUM 5TORffRONT 5y5TEM' TYP TILT-UP CONCRETE PANEL,TYP 07 11i:N1 ;Vrill_p 0090 CEMENTITIOUS EXTERIOR 5URFACING, PAINTED TYP OF OGG 200803 DRAWN TILT-UP CONCRETE PANEL, PAINTED TYP CHECKED JL, KGT DATE -11.10.09 , w4A W. r-A is, I ro - "m 6 OW .19 W40AOJ I ILI pid WrAps lo,'LJ'_ 5.1111 R.K.10A amm Comm m9mo-dim I WAN= macom Em goomm IN J.- ra A115A I M D5 CEMENTITIOU5 EXTERIOR- 5URFACING, PAINTED TYP D5 OVERHEAD D DOOR, TYP D5 L_ - TC_ UC K LOADING AREA :7 man= WAR rim 7-7777. -4.7 NJ 111 D5 D5 D5 D5 D5 D5 m D5 D5 D5 D5 D5 D5 BUILDING 3 - NO11TH ELEVATION 1/1 6u = V-011 nB nc nD ALUMINUM 5TOREfRONTnE zl_ 5Y_9TFM Typ ALUMINUM 5TORffRONT 5y5TEM' TYP TILT-UP CONCRETE PANEL,TYP 07 11i:N1 ;Vrill_p 0090 CEMENTITIOUS EXTERIOR 5URFACING, PAINTED TYP OF OGG BUILDING 4 - SOUTH ELEVATION 1/16" = 1 #-OR nF nE D ALUMINUM.5TOREFRONT B A 5y5TEM, Typ 200803 DRAWN TILT-UP CONCRETE PANEL, PAINTED TYP CHECKED JL, KGT DATE -11.10.09 , w4A W. r-A is, I ro - "m 6 OW .19 W40AOJ I ILI pid WrAps lo,'LJ'_ 5.1111 R.K.10A amm Comm m9mo-dim I WAN= macom Em goomm IN J.- ra A115A I M D5 CEMENTITIOU5 EXTERIOR- 5URFACING, PAINTED TYP D5 OVERHEAD D DOOR, TYP D5 L_ - TC_ UC K LOADING AREA BUILDING 4 - SOUTH ELEVATION 1/16" = 1 #-OR nF nE D ALUMINUM.5TOREFRONT B A 5y5TEM, Typ 1/1611 = 1'-w la la 0 al REVEAL JOINT5, TYP 5LATTED CHAIN-LINK FENCED TRA5H i 5TEEL P05T5 AND METAL ROOF, TYP GENERAL NOTE I ARCHITECTURAL DETAIL5, fIN15ME5 AND WINDOW CONFIGURATION ARE PRE5ENTED 5CHEMATICALLY FOR REFERENCE ONLY. 2. PEP, SDC 3.2-420, THERE 15 NO MAX BUILDING HEIGHT EXCEPT WHEN ABUTTING A RE51DENTIAL DI5TRJCT. FOR A D15TANCE OF 50-0" ADJACENT TO A RE51DENTIAL D15TRICT, THE BUILDING HEIGHT 15 NO GREATER THAN PERMITTED IN THAT RE51DENTIAL D15TNCT. THE PROP05ED BUILDING5 WITHIN 50'-0" Of THE ADJACENT LDK ZONE ARE LE55 THAN THE MAX ALLOWED HEIGff Of 30-Ou IN THE LDR ZONE. LINE OF BUILDING FACADE 241-00 5TfEL CANOPY * DOWNSPOUT T.O. PARAFff LOADING DOCK 1. IL f 'ih 0-011 "'JT.O. 5LAI3 29-0" r5N,TYPICAL LOADING DOCK SECTION 1\ 5 1 /1 6H = 1 1-011 200803 DRAWN 0 0 '10 TILT-UP CONCKETE PANEL, PAINTED TYP CHECKED JL, KGT DATE -11.10.09 6 OW .19 W40AOJ N' INS WrAps R.K.10A Wool. macom Em goomm IN J.- ra A115A I man= WAR rim 7-7777. -4.7 NJ 111 D5 D5 D5 D5 D5 D5 m D5 CfMENTITIOU5 EXTERIOR 5URFACING, PAINTED TYP D-9 OVERHEAD DOOR, TYP DS D5 1/1611 = 1'-w la la 0 al REVEAL JOINT5, TYP 5LATTED CHAIN-LINK FENCED TRA5H i 5TEEL P05T5 AND METAL ROOF, TYP GENERAL NOTE I ARCHITECTURAL DETAIL5, fIN15ME5 AND WINDOW CONFIGURATION ARE PRE5ENTED 5CHEMATICALLY FOR REFERENCE ONLY. 2. PEP, SDC 3.2-420, THERE 15 NO MAX BUILDING HEIGHT EXCEPT WHEN ABUTTING A RE51DENTIAL DI5TRJCT. FOR A D15TANCE OF 50-0" ADJACENT TO A RE51DENTIAL D15TRICT, THE BUILDING HEIGHT 15 NO GREATER THAN PERMITTED IN THAT RE51DENTIAL D15TNCT. THE PROP05ED BUILDING5 WITHIN 50'-0" Of THE ADJACENT LDK ZONE ARE LE55 THAN THE MAX ALLOWED HEIGff Of 30-Ou IN THE LDR ZONE. LINE OF BUILDING FACADE 241-00 5TfEL CANOPY * DOWNSPOUT T.O. PARAFff LOADING DOCK 1. IL f 'ih 0-011 "'JT.O. 5LAI3 29-0" r5N,TYPICAL LOADING DOCK SECTION 1\ 5 1 /1 6H = 1 1-011 BUILDING 5 - SOUTH ELEVATION, 1/1611 = 1'-w ALUMINUM 5TOREFRONT 55TEMITYP TILT-UP CONCRETE PANEL, PAINTED TYP -OVERHEAD DOOR, TYP HOLLOW METAL DOOR, TYP CEMENTITIOU5 EXTERIOR :5UR.FACING, PAINTED TYP EXTERIOR ELEVATIONS PROJECT # 200803 DRAWN AM CHECKED JL, KGT DATE -11.10.09 J.- 7-7777. -4.7 D5 D5 D5 D5 D5 D5 BUILDING 5 - SOUTH ELEVATION, 1/1611 = 1'-w ALUMINUM 5TOREFRONT 55TEMITYP TILT-UP CONCRETE PANEL, PAINTED TYP -OVERHEAD DOOR, TYP HOLLOW METAL DOOR, TYP CEMENTITIOU5 EXTERIOR :5UR.FACING, PAINTED TYP EXTERIOR ELEVATIONS PROJECT # 200803 DRAWN AM CHECKED JL, KGT DATE -11.10.09 (<X. 0i n C13 W Ike- :z C LLJ :z n 9 Uj CD W LLJ 0 W 0 z ca a ca 4: 0 Uj _j Uj 0 CL cri C14 cy) 0 ...PLANTSCoHEPULF. --KEY ary. --BoTmicAL -NAME COMMOWNAME, -M'N.5EcommENT PLANTINa LEaSNO 5ROUNDCOVERS, DECIDUOUS TREES -c ACFJ q Azer x freemanil 'Jeffersred' Autumn 131aze Kaple X cal. matching, Iftied ue to ap2rox. 6 ft. (AUM UNLE55 NOTED OTHEI ACZ is Acer buergeranum Trident ta X c' aL Vingle-stem. 54B.- matching, full pie ALR 16 Anus-rubra Red Ader X-cal. -Matching,limi7ed ue to oerox &,ft. CZCF a Cercis canaden5is 'Forest fans Forest FansM Kedbud 2' cal. Single stem, 84B, matahing, full I - (POEK UNLESS NOTEI. 0THE"19E) FRJ-A lei Fraxinus latifolia Oregon Ash-- Z' Cal. Match!!N' limbed uE to approx. 6 ft. 60NIFEROUSTREES Nye 17 INUssa sytvatica 5hwk- Tupelo 2" cal MatchiN. limbed- up to approx. 6 ft. kvvvvvvvvv jVVVVVjVVVVJ FERENNIAL5 PYC4, a njrU5 calleryana vwnticleee CJ=ticleer Fear 12"cal. Single stem.'50. matching. full lrvvvvvvvvvl (RF6 UNLESS NOTED OTHE"15E) age.6reen Zelkova 2",.Cal. Matching,lifted.up to.approx..b.ft. z5vc-0 4 Zelkovaserrata Millage.6reen' V11L SHRUBS C3 5TORMY4ATER -5EW MIX ORNAMENTAL'TIZEES (SEE* LANO-ZAPE (SUIDEUNE5 FOR I CUL' 15' jX'CUpreq2!neE1q'jfqjWdjj" ILelandurpupress- V ht.' matching,'full. B4B. SOD LAV4N -SEEP MIX) SHRUBS AUC, 58 Arbutus unedo 'compactar 5traLberry Tree 5 gal. matching. full AM 32, 15ffrc 103 C4*F 20 C-091 W 55 FOC7 FLO 151 ev 30 VIFT q1EE Azalea Stewartstonlan' Stewartsonian Azalea 9 gal. matching.. full Berberis thunbengil 'Ceimson nigmy, Dwarp 4aparzpae sarbem 5 gal. matching, full Cornus.sericearlaviramea Yellowtwjo qqQUL0od 5.g matchN. Full I , pl. Cornus seric-ea llaantif matching. full Evongmu9-.a1aW-`C,omp*_W surniN Bush 5 gal matching, full Fothergifla gardenii Dwarf Pothergifla -5 -gal. matching,'full Hibiscus Nrlwus R4se of Sharon 5.5' ht. matching, full Prunuslaurocerasus '0tto Lw 5 gal. jken' Ofto Luyken fEnAlish-Laurel matching, full 5yrInLa vulgEls Common - Li1ac S.V f4t. matching. full Viburnum davidif rwd VIPuirnum 5 Qal. matchlm.* full viburnm.riffe-AtIlm mentosum lVouble File _'Aburnum 135 ht. matching, full NOTW: 1. SM SHEET LA-2 - FOR LAND50APE 4 IKf Z167ATION VETAIL5, PLANT SCHEDUI -' ANDPLANTIN& 4 IRRI&ATION-'REGUIREMENTS., '2. SEE CIVIL DRANNGS FOR STORMNAMR, FACILITY (&fP.,A55Y'5Y4AAZ5 AND  VE 6ETATED INFILTRATION: BASIN). -INFORMA-110N. 5EE5HEET C2 FOR STORMYqATER &RADIN& AND -DETAILS. SEE SHEET 03 FOR STORMNATER -UT-ILITIE5. 3. SEE SITE PLAN, -SHEE I Al, FOR. LANDSCAPE AND -PERVIOUS . AREA CALC,VLATION5. DnIv - NOT FOR CONSTRUCTION t ZHEAD T . BG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 474 Wdlamette Sheet Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com 1L17P,A'n0N SiN PRELIMINARY LANDSCAPE PLAN 'c 'IST4' 279 David J. Doug ty E-4 OREGON e, 4PE xvo' of It adgiool t"AM11,11W DOUGHERTY LANDSCAPE ARCHITECTS U1 ir < 0(.91 i wwi i .e O z0% j i i .7r. Apr% C) L0 C4 a, U-) W =E AREA Ind' 0 10 20 40 80 RTH SCALE: ?=49-W NOTW: 1. SM SHEET LA-2 - FOR LAND50APE 4 IKf Z167ATION VETAIL5, PLANT SCHEDUI -' ANDPLANTIN& 4 IRRI&ATION-'REGUIREMENTS., '2. SEE CIVIL DRANNGS FOR STORMNAMR, FACILITY (&fP.,A55Y'5Y4AAZ5 AND  VE 6ETATED INFILTRATION: BASIN). -INFORMA-110N. 5EE5HEET C2 FOR STORMYqATER &RADIN& AND -DETAILS. SEE SHEET 03 FOR STORMNATER -UT-ILITIE5. 3. SEE SITE PLAN, -SHEE I Al, FOR. LANDSCAPE AND -PERVIOUS . AREA CALC,VLATION5. DnIv - NOT FOR CONSTRUCTION t ZHEAD T . BG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 474 Wdlamette Sheet Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com 1L17P,A'n0N SiN PRELIMINARY LANDSCAPE PLAN 'c 'IST4' 279 David J. Doug ty E-4 OREGON e, 4PE xvo' of It adgiool t"AM11,11W DOUGHERTY LANDSCAPE ARCHITECTS U1 ir < 0(.91 i wwi i .e O z0% j i i .7r. Apr% C) L0 C4 a, U-) W =E AREA Ind' 0 10 20 40 80 RTH SCALE: ?=49-W 1. SM SHEET LA-2 - FOR LAND50APE 4 IKf Z167ATION VETAIL5, PLANT SCHEDUI -' ANDPLANTIN& 4 IRRI&ATION-'REGUIREMENTS., '2. SEE CIVIL DRANNGS FOR STORMNAMR, FACILITY (&fP.,A55Y'5Y4AAZ5 AND  VE 6ETATED INFILTRATION: BASIN). -INFORMA-110N. 5EE5HEET C2 FOR STORMYqATER &RADIN& AND -DETAILS. SEE SHEET 03 FOR STORMNATER -UT-ILITIE5. 3. SEE SITE PLAN, -SHEE I Al, FOR. LANDSCAPE AND -PERVIOUS . AREA CALC,VLATION5. DnIv - NOT FOR CONSTRUCTION t ZHEAD T . BG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 474 Wdlamette Sheet Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 www.DLAdesign.com 1L17P,A'n0N SiN PRELIMINARY LANDSCAPE PLAN 'c 'IST4' 279 David J. Doug ty E-4 OREGON e, 4PE xvo' of It adgiool t"AM11,11W DOUGHERTY LANDSCAPE ARCHITECTS U1 ir < 0(.91 i wwi i .e O z0% j i i .7r. Apr% C) L0 C4 a, U-) W =E AREA Ind' 0 10 20 40 80 RTH SCALE: ?=49-W Ind' 0 10 20 40 80 RTH SCALE: ?=49-W Cn z CL ui Ca n Ca 0- -Nd 4n .S;n cc W 0 LU _j U_ S i a. x V- E h5  ca r" 0 C) LAND5CAPE-6TANDARD5 A. -SOIL PREPARA11ON .LAM AREAS 1. FINISHED ELEVATION OF 5US-E646E TO BE 6" -MINIMUM SELOA FINISHED 6PAVE. 2. TILL SUBGRAVE-THOROJ61,1LY TO. A DEPTH OF &' MINIMUM MOR TO PLACEMENT OF TOPSOIL. '5-PLAC,E 5" MINIMUM OF SANDY LOAM OVER-11LILEV 5U56RAVE. ADD 15-5-1040 TERMLIZER TO TOPSOIL AT A-RATE.OF 20 LBS.-PEIR 1000-SF.--R0T0-T1LL AMENDMENTS AND TOPSOIL TO A DEPTH OF.-b-1011 M"MUM. PLANT BIED5 1. FINISHED ELEVATION OF SUB-BASE TO BE 15" MINIMUM BELOA FINISHED GRAVE PLANT 5E;15 AND 24-t`MIN. AT PARKING ISLANDS. 2. TILL 5UBORAVE THOROUGHLY TO A DEPTH OF WMINIMUM MM TO PLACEMENT OF TOPSOIL. S.-FLACE. .15*,MINIMUM.OF.-O"M4PY.LOAM-.TCFWIL.OVER-TLLEDSUE3GP.AM ADO 4to-OF ORGANIC MATERIAL AND' 15-5-10-10 FEI;Z I LMR TO TOPSOIL AT THE RATE OF 20 LISS. -PER 1000-SO.-FT. ROr H OF 8' MINIMUM. 0-11LL AMENDMENTS AND TOPSOIL TO A VEPr 4. PROVIDE: 3" OF SHREDDED FIR. BARK MULC44 OVER ALL PLANT BEDS. 5. PROVIDEP "SPAVED EDGEto TO - SEPARATE L"445 AND PLANT - BEDS. NOTf-:- NATIVE, 501L MAY- BE USIV AS SANDY. LOAM AT -PLANT BEDS ONLY PROVIDED THAT IT-HAS A LOOSE, CP4MBLY COMIFOSMON AND 15 NOT COMIFAGTED. 5UB-BASE AND TOPSOLSHOULD BE DRY DURING IN57ALLAITION AN17 61RADING TO PREVENT COMPAC'nON AND FUTURE POOR DRAINAGE CAONDITION5. IF NIATIVE SOIL DOES NOT -MEET THESE RE4VOZEMENTS. AN APPROVW SANOY10AM SHOULD BE IMPORTED TO THE 51T E. STORMYSIATERFA01-111ES (6Rj&65Y SNALES AND INFILTRATION BAaNS) 1. PLA4E I&I MINI~ OF'SANDY LOAM TOPSOIL OVER SUB-OASM (515F- VETA1L'2/LA-;2' FOR SOIL DEPTH AT TREE-5). ADD 2" OF OR6ANIC,-MATERIAL AND 15-5-10-10 FERTIUZER. TO TOFWIL AT THE IRATE OF 20 LOS. PER. 1000 90. FT. ROTO-TILL AMENDMENTS-AND TOPSOIL TO A DEPTH-OF WMINIMUM. B. PLANT MATERJAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2 PLANT SUBSTIT UTIONS TO BE-APPROVFED BY LANDSCAPE AR041T ECT. ..3.PLANT LAYOUT' TO BE APPROVED BY LAN05CnWE ARcHnEcT mofz To INSTALLATION. 4,. SEMING AT.STOfZMY4ATERFACAUTIE5.(C7RASSY,SAALES AND INFILTRA110NOASIK5) 1. HVVRO5MP OR TEIRRA5EW YM STIRFAMBANK SEED MDcnpj-= BY-SUNMARK 5EE05 INTERNAMONAL. .14YDROSEED MIXTURE _=h4ALL BE-CoOMP061V OF ITACKIFIER A440 HYZWjZ$WL0H MIXTO OF_ APPROVED-BY LANO-SCAPE AR4141TECT PRIOR TO APPUCATION. APPLY SEED MIX AT RATE AC4,01RDING TO MANUFACTURERS SPECIFICATIONS. V. SODDIN6.AT LAM AREAS 1 IN5TALL ACCORDING TO MANUFACTURER 5PECIFICATION5 STAKES ASSFECIFIEV -EVENLY SPACED (2).EACA4 ORNAMENTAL/C.ONIFER TREE (3) EACH SHAPE TREE REMOVEBURLAP FROMTOF 143 OF ROOT- SALL MULCH AS SPECIFIED (2" CLEAR AT TRIJNK) CONCRETE AALK OR C;UR5 PLAISITING 501L SUB GRAVE . . COMPAC-17EP TOPSOIL Z CONTRACTOR * RE5PON51BLE, *FOR MA4NTAJNIN&SOVVEP AREA THF."&H­ESTA5L LSHMENT. (SELON ROOT BALLS ONLY) S. RE-SOPBARE AREAS AS NECESSARY TO AC44EVE FULL HEALTHY TURF. NOTE, -IRK-16AMON 5Y5TEM--RF.6WIf;MMENT6 MARK NORTH SIDE OF TREE-AT NUR55RY. ROTATE TREE TO FACZ NORTH ViHEN PLANTING. 1. .-CA7MFLETE IRRIGATION DE_-SI&N, Y%LLBE.SUBMI 1-1 FORZUtL0IN&-PEl",ZMlT. 2. SYSTEM KLL PROVM HEAD TO HEAD CZ)AdoE ANO SEPARATE ZONES, FOR DIFFERENT FLANTIN& AT PARKIN& -AREA5 50LAR HEAD LAYOUT' nLL MINIMME OVERSPRAY ONTO -PAVED SURFACES. I mr. '5. "THE MAINLINE NILL HAVE MANUAL PRAN VALVES. SY51EM kVLL BE OPERATED -kLA-:2/ SECTION 5CALE: -1/2"=11_011 A11TOMATiCALLY. NOTE-- 3"MULCH (TAPEIRS TO NOTE-- FIN15HE0 GRAVE. UNLE55 1* AT 51DENALK) THIS DETAIL 15 TYPICAL ADJACENT LAIN4 MHERE LAM MEETS INVICATED'OTHERME, IS PLANT OEM, AND C-OMPR15EP OF A HORIZONTAL MULCA4 RING5 AT TRJEES. SPADW (CUT CLEAN ANGLE TO LOCK H16HE5T AD-1ACEW EDGE MULCH IN PLACE AT LAAN5) Cr 5"MUL614 TAPERS TO 2" AT LAY*45 q pwfl PLQ%ITlN6SO1L (SM SPECIFICATIONS 'A. III-.. FOR DEPTH) TOF 4 A -1 F=I I FF7-.7:. ADJACENT. FAV114G PLANT SEDED&E -ATPAVEMENT 5ECTiON -5CALE: 1"= 1 ..011 ,_.,1,_Y4A1r:R FR47OF W)NNECTION 30-INCH LINEAR LENGTH OF KRE, C.4)ILED V TA6 - RA.IN - BIRP VIV SERIE5 VALVE BOX YffH LOCIQN& CADVEIZz- .12-INC44SIZE. 5ROIAN.L105 IN PLANT BEDS, 6REEN AT. LAYV45 7fRADE/rop FfN165H C OF MULCH REMOTE CONTROL VALVE-- .RAIN ORD FEB-flq5­0 fV0 SCH 80 NIPPLE NIBCO T-115 GATE VALVE PVC, SCH 80 ELL PVC 5014 L30 NIPPLE (LENC7TH AS RZOUHREIP) PVC, 5CH 80 TEE Oft -ELL PVC. MAINLINE PIPE APFFXVED-FIL-rER FABRIC AT ALL OPENINGS OR HOLES INVERTEDVALVE ]BOX SUW rkl" LID PVC. LATEPAL PIPE ANGLE TO Sf -TECA"FIED -DEPTH AUTOMATIC CONTROL VALVE 5F.0-nON SCALE: 1" T-0" PLANTING 501L (5EE 5PECIFICAMONS 'FOR DET"TH) PLANT SEDEVC7E ATLANNS sEcnoN BUILDING SCALE: 114!'= T-0" SPECIFIED CONTROLLER: AND FITTINGS JUNCTION BOX WIRES TO REMOTE CONTROL VALVES 1-INCH CONDUfT AND FITTINGS TO POWER SUPPLY CONDUIT AND FITTINGS: UNDER GROUND: PLASInC. CLASS III, FEDERAL SPECIFICATION W-C 1094. ABOVEGROUND: ALUMINUM, FEDERAL "SPECIFICATION WW-G-540. AUTOMATIC CONTROLLER k,LA-21 El VATION SCALE-. lot 11-061 I 2 :1 ir 14 NOTE MARK THE NORTH -510E OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH -AT T14E 51TE.kV4EN EVM P05515LI-z TYPICAL TREE FLANTIN& 2 1-2,/ SEcnoN ADJACENT BUILDING OR EV6E OF PLANT BED 140) SPEWED SPACINCS, 11pol R,.0)N "All SPACINC-7 "Pit 1;;ZOJN "All STAKES AS 5FECIFW - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TRIME (S)'EACH SHA0B TREE REMOVE SUP-LAP FROM TOP 1/5 OF ROOT BALL MULCA4 A5 SPECIFIED (20 CLEAR AT TRUNK) PLANTIN& SOIL -SUB 15912.1. COMPA4,1W TOPSOIL (BELON ROOT SAWS ONLY) SCALE: 1/2",= V-0" 2.6 Is $I 15 O.C. 15.6 It bit O.C. 5.291 2,W' O.C. 20.811 q to . it O.C. -7.5 301, O.C. 26.0 It to O.C. it 12 10.4 5611-0.0. 50.0 11 151, O.C. 15.0 is 46 110.0. 41.5 It oe--5 .&R0UNDCoe0\1E--0_5f1q'W%5_1 5PACIN& VIA&RAM LA-2) PLAN L NTS AV_IACENT FAVINIS7 5TRUCTUR.AL FILL BACKFILL TRENCH NITH SAND OR TOPSOIL AS SPECWED IRJ;ZlCvA'nON- SLEEVE (LDCATION5 TO BE DETERMINED) COMPACTED SUB&fP-jWE NOTE: - EXTEND SLEEVES 4" BEYOND PAVEMENT EDGES. -INSTALL 1X2 RZED-TOP, NOOV. LOCATION 5TAKE5 0 fACE OF AkX OR CIJR5 a BOT14 ENDS OF ALL IRRIGATION SLEEVE5.44OLD DONN 1"-BELOV14 TOP OF CURB OR AALK - INSTALL (1) - 6 5CHEMLE 40 P.V-0. AT EACH LOCATlON. IRRI&ATION 5LEEVIN(5 95r."TION SCALE- 1/211 I,-Ott rOTO-IM-5 I I L 0 ". \MN, 4 ro T_T' LA-2j 5F_cTION SCALE: 1/2" T-0" POP-UP Sfl;AY SMINKLER FINISH &RADE/rop OF MULCH SPIRAL BARS ELBOYSI, RAN BIRD 5E3F_ MODEL -OR AFTIZOVW 5V41N& FIFE, 155-INC,14 MINIMUM LEEN6TI4. RAIN BIRD SPX 5FIRAL BARB ELBOY14, RAIN BIRD 5E3E MODEL OR AJ=FRO\/EV FVC, LATERAL PIFE FVC, 504 40 TEE OR ELL MARLE)< 5TRf ELL 474 Willamette Sheet Suite 305 Eugene, Ore gon 97401 FLU5H MOUNTED-POF-UP !BfPfP.,AY NOMESPRINKLER SECTION SCALE: 1-1/2" V-0" SECTIO14 Site Review Only - NOT FOR CONSTRUCTION SCALE: 1" V-0" lot 0 in* I II&A OW11719 wil s] 0 4 &1 It MAI L I