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Plan, Tentative APPLICANT 12/15/2011
{N} FENCE MATCH EXISTING c ozi Ll c ILDING— R : b H W' F" M N Project Narrative Project Name Sullivan Office Building Case Number: PRE2007- -00033 Assessors Map / Tax Lot: 17 -02- 31--31 TL5101 Zoning: CC (Community Commercial Owner: JPS Holdings Manager: John Sullivan 2955 Hilyard Street Eugene, OR 97405 Phone (541 ) 912. -0330 Project Manager: Rich Slayton High Pass Construction PO Box 5452 Eugene, OR 97405 Phone {50 } = i - -2854 Engineering: Mortier Engineering Mike Drinkwater or Glen Johnson 1245 Peary Street Eugene, OR 97401 Phone (541 ) 484-9000 a/Afjllr_j —,'ir ,Ra i r rI • °•,,'+•. • I . Lt t Gar Ul /•.i A i Lod G St VIM i _._. ....: C _` Cn to AA r t r LA I St tA t A ....... K j 1' `J a ...: • ... - .. ... Imo.._._....... .. .. ............._..... '+".....r ,.afr Ifni s .ti PF't.rnr C.Y'.CtM» •itsgna fn 6rxYan•rvw. `........•... .it -r ~..- ..«... ...,. ................_' ._... .. ,.. . . A ,A..7:'I•!; ,1j'*. "1t•Jr.::., 2 ,1•,r •tom .{. .y' ` It _ ..• ..... i t { t IF 5W.4 M i f4 lop it _;nom: ^•_ , —_ . obYslta0l2 _• 37;Data ,fNavi.. 2037 APPROXIMATE LOCATION OF WE VICINITY -MAP z m LEGEND +o iE 1NFflgMA'nON: c. . TOTAL LOT: 21 1251 eq ft 3301 MAIM STREET' SPRINGFIELD OR. W CB1 CATCH BASIN , 29 "49 "08* "DEEP UNDEVELOPED AREA: 6,629eq ft TL 17-- 02 -31 -31 #5101 0 ........» .» ._.. PROPERTY LINE IMPERVIOUS' SURFACES: BUILDING FOLITPIIINT: .. ASPHALT: ' 6,098q ft 8,09$s+q ft ZONING: MAILING SERVICES /MAIL ORDER SALES PRINTING /PUBLISHING z C, ---.- _J . ' W FAUN ONU E T 0 Q M M M CONCRETE waLcwAYS TOTAL AREA: ... 420eq ft 923teq ft LOT AREA: 21,027 eq ft {6} EMPLOYEES a g Overview IF- I The property location currently has no address. It is a vacate lot of 0 approximately 21,447 square feet (.48 acres) located on the south 5' HIGH FENCE aI side of Main Street between 3223 and 3305 Main Street, Springfield, W GATE & "' .- COVER AROUND Ore g on. DUMPSTER 1690"01 The proposed improvement is an office building of approximately 2,400 square feet. The office building will be located toward the front part of 37' -1 1/411 38' -4 1/2" 4' -1 ¢ 1%40€ the lot (north side and toward the right side of the lot (west side) when facing toward the south, i The impervious surface is approximately 9007 square feet, which include w I building font print plus sidewalks and asphalt driveway & parking. To handle storm water, bio- swales will be engineered and implemented as } per Springfield code. j The building will be a one story building designed to specification for a tenant. 'The building foundation will be slab and the construction will be frame. The wilding will be modern in design with open ceilings to ( UNDEVELOPED provide a loft type look. Ducting will be exposed, l AREA PUE ,„ :€ 5 O The building will house the customer service, sales and production staff PUE of Marketing by Mail, Inc. who is moving from Eugene to Springfield. Marketing by - Mail, Inc is a 19 year old comppny who specializes in the design and production of direct mail advertising, Its clients are ' notional in aecop% and most clients are located in other states. Little, If any, client traffic will come to the MOM, Inc headquarters building. The only traffic expected is fiom the employees of MBM, Inc. ,0, I The expected occupancy date is November 2007. NOTES: EXTERIOR LIGHTING IS LOCATED ON BUILDING - SEE ARCHITECTURAL. DWGS N89*4vt0a "w -61 CONTOUR LINES OMITTED ON SITE PLAN - TOPOGRAPHY IS FLAT -•- — SEE SHT C5.1 , 4' 1 , (E) 6 HIGH WOOD FENCE ATTENTION: . SITE PLAN CALL 1-800-332-2344 48 Hours Cu/ SCALE: 1" 20' --0" BEFORE YOU DIG. OREGON LAW REQUIRES YOU FOLLOW OAR 952-001 -001 Q THRU 952 -001 -0090. • COPIES ARE AVAILABLE AT THE OREGON UTILITY NOTIFICATION CENTER {503} 232 -1987 0 1 io PERVIOUS SURFACES PARKING SPACES: 7 y SWALE: 844sq ft +t.r Z LANDSCAPING:; 2,547eq ft TOTAL: 3,391 eq ft QL TOTAL DEVELOPED AREA;, 62 ' 7 12, 2sq ft SHEET 1LET }Nbx ... C1.1 SITE PLAN ` C1.2 UT11,1 Y PLAN C1.3 SITE PLAN DETAILS . nEwagg SUB. min. l»1,1 LANDSCAPING PLAN SUB BASIN 1 (C81 /CB2): 6294sq ft C5.1 SITPE°PLAN DE7 (ALL IMPERVIOUS SURFACES MINUS PROPOSED ROQI?• RUNOFF) RROPOSED -ROOF: UNO. '. REQUIRED X10= PARKING$ 2 713sq ft 1 PER 3,000 eq ft OF FLOOR AREA " (3) SPACES - (4) PROVIDED 75* LONG TERM (2) LONG TERM LOCATED INSIDE BUILDING ,q PRti,P. is 69361PE SEE ALSO SHEETS C1.29 C1.3 & L1.1 OR ADDITIONAL REQUIRED INFORMATION OREGON At . OF NOE Expires: 12 -31 07 PORKCHOP TO BE BUILT TO ODOT N STANDARD REQUIREMENTS --SEE DETAIL 5/01.3 RNSI?NS: 2 FIRE DEPARTMEW CONNECTION -FOC 08/00/07 07/17/07 R ,a•..tesEict {E} 6' NIGH WIRE FENCE INFILL WIRE FENCE WMi WOOD SLATS P.C. 1244 7 S'i'REEi VERIFY SIZE OF SLATS TO HE USED EUMEi OREGON 97401 PHON& (441) -OON 4" PAINTED FA1ts lS41 484 -6859 STRIPES DEE 3REQ_.sU8MliL THESE DRAWINGS ARE THE PROPERTY OF MORTIER * SOILS INVESTIGATION ENGINEERING P.C. AND ARE NOT TO SE USED OR * FIRE SUPPRESSION SYSTEM REPRODUCED IN ANY MANNER EXCEPT WITH THE PROPER ' Q :, { P} ALARM SYSTEM WRITTEN PERMISSION ' OF 2 MORTIER ENGINEERING P.C. MECHANICAL SYSTEM DII4I84SIfiNIN4 NOTATION TAM * ELECTRICAL /LIGIiTING SYSTEM SCALE CTQ NOT * PLUMBING PLAN DATE: _ ©51 23/07 - * STRUCTURAL PLANS FILE NAMEt,_1_,3 24" DRAWN MIN CHO BY: 30 DEG (7YP) WORK ORDER NO. ' 9' -Oa 81,,60" S{' CLIENT: HIGH PASS CONSTRUCTION ACCESSIBLE PARKING DETAIL P.O.' BOX 5425 _ EUGENE, OR. 97405 cirsi CU N.T.S* OF 541- 501 -2854 . X11 --a Nk DEC 15 2011 A r; Original u i ,'sii (E) W DISTRIBUTION rrs LIMA 175- n't FA Y s WEEP HOLES EXISTING EXPANSION, JOINT SCORE JOINT --t, H W i END SLOPE OF NEW DRIVEWAY APPROACH NEW INTEGRAL GLITTER WEEP HOLE PLAN VIEW MANHOLE SCALE: 1/2. - 1, -a" /-3" INSIDE DIA. ALL EDGES TO 'IPE BE GROUTED A FLUVIILINE OF 3" FORM BACK AND . GROUT AL SMOOTH SLID OR IN -LINE INSIDE DIAM. FRONT OF CURB EDGES SMOOTH COUPLER. ALL SCHEDULE 40 FINISH CONCRETE FLOE LINE OF PIPE TO BE EDGES TO BE PVC PIPE IS ) TO MATCH EXISTING Diu ABOVE FLOW LINE OF GUTTER GROUTED SMOOTH . , ABOVE FLOWL.INE OF GUTTER IIIIII C VEXIST, GUTTER SLIPIN OR IN- -LINE COUP.ER FLOWN =LINE OF NEW. CONSTRUCTION RUCTIIN C SECTION C —C PIPE' ABOVE _ EXISTING CURB & BUTTER 0 SECTION C--C FLOW LINE OF SCALE: 1/21 1 °_O„ SCALE: 1/2" GUTTER WEEP HOLE F RONT VIEW WEEP HOLE SIDE VIEW T SCALE: 1/2 .1' -0 u C.2 SCALE: '- 'A NEW BUILDING a nr« ivv ovr.vrrvv 2 1 0 I R .I 00 A 0 IL WEEP HOLE SIDE VIEW c w o CALE: 1 /2"t-- - - • 3 PUMP BASIN #1 DETAILS w ° „ x ..... " „ " " PIPE OUTLET' CENTERED IN SWALE. SECTIONS A -A & S-B PIPE ::OUTLET z 5 .0 • ; t f" CURB MINUMUM PIPE SIZE FOR PUMP TO . 6 "9 OVERFLOW PIPE PUS .! . f. ELEV. 47E.50 CARRY FLOW. CENTERED IN SWALE i°. < W MINIMUM {2) 9{1 BEND IE 473.50 MOUNT PUMP ON FLOOR OF BASIN. ;g ti ; • ., BEFORE DISCHARGING INTO SWALE AUTOMATIC PUMP* COMP. SUBMERSIBLE 0 SLOPE 475.00 ..•• CENTER OF SWALE REICTUR RE ' ,I ff "t t D TO 'LIMIT FLOWS TO r r'.. t, .....`...."' .. '. R s 30 -50 GPM 5' HEAD VARIABLE FLOAT Z 0 Z to "'•0 ry & "' SWITCH WITH 52" RANGE RECO th I i MMENaED In Q.. _ =11 ! 1- EKAMP .E. "ZOELLER "lMIGHiYWMATE _ (I- _ =1 l ! I ! ! "! !! SEE A'Fi'ACHED SPECIFICATIONS 0 0 s ST 6" C82 ! !I!llllilllli!!I! ((311iI(I! !( -- M 641 OVERFLOW PIPE ." TV SAN r I E 473.50 ..... CB BEGINNING OF SWALE CHECK DAM 6 STORM PIPE 1 ° -0" HEIGHT MAX. ", I, FROM PARKING TOP OF ASPHALT M 0 28, --9„ °4 -, 3'0 X 5— 10" in LOT LANDSCAPING PARKING {BEYOND} LL Of 8 © DEEP BASIN IE 471.80 I != ! I L at 55 r%1 -5 A%#$ z STORM PIPE FROM BOTTOM OF PARKING LOT SIZE PIPE SWALE IE 471.80 PER CONTRACTOR _- j RESTRICTED TO BOTTOM OF BASIN WATER QUALIT"( !! Ll-II " IE 469.20 FLOWS 30-50 GPM --!! 3 0 PIPE W/ SCREEN OR GRATE {" PER FOOT SLOPE] PUMP 1 PUMP 1 g i '+ 69361PE r "lg « P " DEEP BASIN ,c ,.7 (3) 3"0 PIKES TO WEEP HOLES IN CURB SECTION A--A SECTION " PER F OREGON CTI N FOOT sLOPE , _.._ 'r+ ~--- N.T.S. N.T.S. SEE DETAIL 2fitir3 p, ' i3', f• UN ! D fi t _, DEVELOPED PUMP BASIN #i DETAIL SCHEMATIC 5 —0 AREA L 'SIN ' 2' '. .L .F'. l.8. MA'iIC END OF SWALE CATCH _ BASIN DETAIL Tres: 12 -31- PUE 29" PIPE OUTLET CENTERED IN SWALE. .Ct.Z N.T.S. P 07 Ci.Z N.T.S* 5'--D" MINUMUM PIPE SIZE FOR PUMP TO PUE CARRY FLOW. MINIMUM {2} gO* -BEND 6" CURB 6 "0 OVERFLOW PIPE PIPE OUTLET REVISIONS: BEFORE DISCHARGING INTO SWALE ELEV. 475.50 IE 473.50 CENTERED IN SWALE 0$/06/07 'GREASE TRAP 07/17/01 W /HINGED LID " •• 475.00 SLOPE CENTER OF SWALE MEOW ' ...."''' P.C. 1245 PEARL S114V OUTLET _ .. ! ! E MF* CKt#'N+i 97401 PlhDNE: l14•!} Flit: 11 ONO a OIL. /GREASE THESE aRAW1NGS ARE THE n — PROPERTY OF MORTIER I ! j —1 I I-1 I ! I•-! ! ENGINEERING P.C. AND ARE FILTRATION SYSTEM s . OVERFLOW PIPE NOT TO BE USED OR IE 473.50 BEGINNING OF SWALE REPRODUCEq IN ANY MANNER _ _ EXCEPT WITH THE PROPER ATTENTION: M89*40'08 "w .s ° ° SINCE 1957 i' ; STORM PIPE WRIT M PERMISSION ' OF CALL. 1-- 800-- 332 -•2344 48 HOURS . FROM ROOF MOnER ENGINEERING P.C. BEFORE YOU DIG. OREGON LAW REQUIRES YOU FOLLO 247 WASHINGTON ST. STORM PIPE FROM 3'0 x 5' --10`1 RUNOFF Oih1UK3 N{iTATKN TAXES OAR 952-001-0010 T'HRU 952-.001-0690. F.B >STIFFENE EUGBNE OR 97401 ROOF RUNOFF DEEP BASIN MOM OVM MAIL 00 NOT IE 471 8Q ARE AVAILABLE AT THE OREGON UTILITY NOTIFICATION © . IE 412.50 2 E SM tRAwINQS° CENTER 50 232-1987 n °- (541) 687 -8672 , SIZE PIPE MOUNT PUMP aI T=.aaR OF BASIN, oATE; AL#.. {fax 541 B87- -DC33 PER CONTRACTOR AUTOMATIC PUMP RUMP. SUBMERSIBLE RESTRICTED TO °• FILE NAME --1— 5335 24 BOTTOM OF BASIN WATER QUALITY RESTRICTOR REQ D TQ LIMIT FLOWS TO DRAWN BY% GEM IMPROVEMENT & PUBLIC UTILITIES PLAN IE 410.60 FLOWS 13 -25 GPM 13:25 GPM 0 5 HEAD VARIABLE FLOAT CHWD BY: SWITCH WITH 24 AGE RECOMMENDED C2 SCA 1 20 -0 STORM SEWER CATCH BASIN EXAMPLE: "ZOEL.LER"\MIGHTY -MATE WORK ORDER NO. 3S PUMP 2 PUMP 2 SEE ATTACHED SPECIFICATIONS 18335-• MJ D Vllth #1 3r Grease Filtration System . SHEET STATE APPROVED ASPHALT PIPPED SEC'T'ION CSC SECTION D °D Bike proof, heavy duty traffic grate N.T.S, N.T.S. CATCH BASIN DETAIL , supports AASHO H2O—S1 +x--44 Loading PUMP BASIN #2 DETAIL SCHEMATIC N.T.S. C1.Z Re4bt OF. 6 ! N.ST,. ,- r r dub M'ih€ .. LEGEND ItJSIP_M99N OP s O DS DOWN SPOUT [D CONCRETE WALKWAY TO MATCH 1 PIPING 2} PLANTINGS + PRELIMINARY SPOT ELEVATION , EzI-4 EL.EVATION AND GRADE OF ADJACENT ACCESSIBLE PARKING " " r _ ~J CATCH BASIN 29 x29 °, x3I DEEP FIRE DEPARTMENT CONNECTION --FDC CB1 {E} 6' HIGH WIRE FENCE P FOR STORM PIPE UNDER PAVEMENT, STORM RE RIM ELEVATION (PRELIMINARY INFILL WIRE FENCE WITH WOOD SLATS PIPE SHALL BE EITHER CONCRETE OR HIGH IE INVERT ELEVATION (PRELIMINARY) (VERIFY SIZE OF SLATS TO BE USE_ D) DENSITY POLYETHYLENE PER AASHTO, M294, +'S" ---ST--- STORM PIPE W/ SIZE SHOWN (X6 MIN SLOPE U.N.O.) TYPE OR PVC PER ASTM F949 NON-CONCRETE PIPE OPTIONS REQUIRE 12" COVER -•-.-- SAN..,- SANITATION PIPE W/ SIZE SHOWN {X8" MIN SLOPE U.N.O.} TO TOP OF PIPE W A" MAX SIZE COMPACTED CRUSHED ROCK. DEPTH OF CONCRE'T'E OR ASPHALT --_- - --- --- PAVEMENT SEPARATION ELEVATION . COVER MAY COUNT TOWARDS THIS COVERT 4HP- -- {E) OVERHEAD POWER LINE --USE PVC PIPE WHEN NOT UNDER PAVEMENT ---- . --W- -- {E} WATER LINE PPS {E POWER POLE CL < kW CU SAW CUT T —SCORE SCORE JOINT LEGEND ,— r..r.."._ PROPERTY LINE mi IL JOINT EXISTING EXPANSION WEEPHOLE PLACEMENT W /NEt DRIVEWAY APPOACH ; ' FIRE DEPARTMENT CONNECTION (FDC .JOINT WEEPHUL.E CONSTRUCTION IN EXISTING CURB. E FIRE HY 0 { i DRANT 6 C WEEPHO LE CONSTRUCTION IN @ EXISTING FOUND MONMEMT *NJ _CURB. NEAR 0 > EXPANSION JOINT 0 WEEP HOLE PLAN VIEW MANHOLE SCALE: 1/2. - 1, -a" /-3" INSIDE DIA. ALL EDGES TO 'IPE BE GROUTED A FLUVIILINE OF 3" FORM BACK AND . GROUT AL SMOOTH SLID OR IN -LINE INSIDE DIAM. FRONT OF CURB EDGES SMOOTH COUPLER. ALL SCHEDULE 40 FINISH CONCRETE FLOE LINE OF PIPE TO BE EDGES TO BE PVC PIPE IS ) TO MATCH EXISTING Diu ABOVE FLOW LINE OF GUTTER GROUTED SMOOTH . , ABOVE FLOWL.INE OF GUTTER IIIIII C VEXIST, GUTTER SLIPIN OR IN- -LINE COUP.ER FLOWN =LINE OF NEW. CONSTRUCTION RUCTIIN C SECTION C —C PIPE' ABOVE _ EXISTING CURB & BUTTER 0 SECTION C--C FLOW LINE OF SCALE: 1/21 1 °_O„ SCALE: 1/2" GUTTER WEEP HOLE F RONT VIEW WEEP HOLE SIDE VIEW T SCALE: 1/2 .1' -0 u C.2 SCALE: '- 'A NEW BUILDING a nr« ivv ovr.vrrvv 2 1 0 I R .I 00 A 0 IL WEEP HOLE SIDE VIEW c w o CALE: 1 /2"t-- - - • 3 PUMP BASIN #1 DETAILS w ° „ x ..... " „ " " PIPE OUTLET' CENTERED IN SWALE. SECTIONS A -A & S-B PIPE ::OUTLET z 5 .0 • ; t f" CURB MINUMUM PIPE SIZE FOR PUMP TO . 6 "9 OVERFLOW PIPE PUS .! . f. ELEV. 47E.50 CARRY FLOW. CENTERED IN SWALE i°. < W MINIMUM {2) 9{1 BEND IE 473.50 MOUNT PUMP ON FLOOR OF BASIN. ;g ti ; • ., BEFORE DISCHARGING INTO SWALE AUTOMATIC PUMP* COMP. SUBMERSIBLE 0 SLOPE 475.00 ..•• CENTER OF SWALE REICTUR RE ' ,I ff "t t D TO 'LIMIT FLOWS TO r r'.. t, .....`...."' .. '. R s 30 -50 GPM 5' HEAD VARIABLE FLOAT Z 0 Z to "'•0 ry & "' SWITCH WITH 52" RANGE RECO th I i MMENaED In Q.. _ =11 ! 1- EKAMP .E. "ZOELLER "lMIGHiYWMATE _ (I- _ =1 l ! I ! ! "! !! SEE A'Fi'ACHED SPECIFICATIONS 0 0 s ST 6" C82 ! !I!llllilllli!!I! ((311iI(I! !( -- M 641 OVERFLOW PIPE ." TV SAN r I E 473.50 ..... CB BEGINNING OF SWALE CHECK DAM 6 STORM PIPE 1 ° -0" HEIGHT MAX. ", I, FROM PARKING TOP OF ASPHALT M 0 28, --9„ °4 -, 3'0 X 5— 10" in LOT LANDSCAPING PARKING {BEYOND} LL Of 8 © DEEP BASIN IE 471.80 I != ! I L at 55 r%1 -5 A%#$ z STORM PIPE FROM BOTTOM OF PARKING LOT SIZE PIPE SWALE IE 471.80 PER CONTRACTOR _- j RESTRICTED TO BOTTOM OF BASIN WATER QUALIT"( !! Ll-II " IE 469.20 FLOWS 30-50 GPM --!! 3 0 PIPE W/ SCREEN OR GRATE {" PER FOOT SLOPE] PUMP 1 PUMP 1 g i '+ 69361PE r "lg « P " DEEP BASIN ,c ,.7 (3) 3"0 PIKES TO WEEP HOLES IN CURB SECTION A--A SECTION " PER F OREGON CTI N FOOT sLOPE , _.._ 'r+ ~--- N.T.S. N.T.S. SEE DETAIL 2fitir3 p, ' i3', f• UN ! D fi t _, DEVELOPED PUMP BASIN #i DETAIL SCHEMATIC 5 —0 AREA L 'SIN ' 2' '. .L .F'. l.8. MA'iIC END OF SWALE CATCH _ BASIN DETAIL Tres: 12 -31- PUE 29" PIPE OUTLET CENTERED IN SWALE. .Ct.Z N.T.S. P 07 Ci.Z N.T.S* 5'--D" MINUMUM PIPE SIZE FOR PUMP TO PUE CARRY FLOW. MINIMUM {2} gO* -BEND 6" CURB 6 "0 OVERFLOW PIPE PIPE OUTLET REVISIONS: BEFORE DISCHARGING INTO SWALE ELEV. 475.50 IE 473.50 CENTERED IN SWALE 0$/06/07 'GREASE TRAP 07/17/01 W /HINGED LID " •• 475.00 SLOPE CENTER OF SWALE MEOW ' ...."''' P.C. 1245 PEARL S114V OUTLET _ .. ! ! E MF* CKt#'N+i 97401 PlhDNE: l14•!} Flit: 11 ONO a OIL. /GREASE THESE aRAW1NGS ARE THE n — PROPERTY OF MORTIER I ! j —1 I I-1 I ! I•-! ! ENGINEERING P.C. AND ARE FILTRATION SYSTEM s . OVERFLOW PIPE NOT TO BE USED OR IE 473.50 BEGINNING OF SWALE REPRODUCEq IN ANY MANNER _ _ EXCEPT WITH THE PROPER ATTENTION: M89*40'08 "w .s ° ° SINCE 1957 i' ; STORM PIPE WRIT M PERMISSION ' OF CALL. 1-- 800-- 332 -•2344 48 HOURS . FROM ROOF MOnER ENGINEERING P.C. BEFORE YOU DIG. OREGON LAW REQUIRES YOU FOLLO 247 WASHINGTON ST. STORM PIPE FROM 3'0 x 5' --10`1 RUNOFF Oih1UK3 N{iTATKN TAXES OAR 952-001-0010 T'HRU 952-.001-0690. F.B >STIFFENE EUGBNE OR 97401 ROOF RUNOFF DEEP BASIN MOM OVM MAIL 00 NOT IE 471 8Q ARE AVAILABLE AT THE OREGON UTILITY NOTIFICATION © . IE 412.50 2 E SM tRAwINQS° CENTER 50 232-1987 n °- (541) 687 -8672 , SIZE PIPE MOUNT PUMP aI T=.aaR OF BASIN, oATE; AL#.. {fax 541 B87- -DC33 PER CONTRACTOR AUTOMATIC PUMP RUMP. SUBMERSIBLE RESTRICTED TO °• FILE NAME --1— 5335 24 BOTTOM OF BASIN WATER QUALITY RESTRICTOR REQ D TQ LIMIT FLOWS TO DRAWN BY% GEM IMPROVEMENT & PUBLIC UTILITIES PLAN IE 410.60 FLOWS 13 -25 GPM 13:25 GPM 0 5 HEAD VARIABLE FLOAT CHWD BY: SWITCH WITH 24 AGE RECOMMENDED C2 SCA 1 20 -0 STORM SEWER CATCH BASIN EXAMPLE: "ZOEL.LER"\MIGHTY -MATE WORK ORDER NO. 3S PUMP 2 PUMP 2 SEE ATTACHED SPECIFICATIONS 18335-• MJ D Vllth #1 3r Grease Filtration System . SHEET STATE APPROVED ASPHALT PIPPED SEC'T'ION CSC SECTION D °D Bike proof, heavy duty traffic grate N.T.S, N.T.S. CATCH BASIN DETAIL , supports AASHO H2O—S1 +x--44 Loading PUMP BASIN #2 DETAIL SCHEMATIC N.T.S. C1.Z Re4bt OF. 6 ! N.ST,. ,- r r dub M'ih€ .. of Lo OCkOxe-5 Onk-Onal "STREET CURB MAIN STREET i 26 McKENZIE HIGHWAY 5#-O" CLEAR VISION St,On PUE AREA 10'X10' RUE {PLANTINGS NOT . , : , .. ,,' , :.; . •' ,!' XCEED 2' IN HT, . • ,......• : '. E SIDEWALK .... _ [j(j. t* j{ i : (E) SliEi IA .K f ..:: •: ..s• •e,•. • .. •, `•• `i.dYw7•..Li, [a. '. :1 i. .• • .. el. ,;•i .• •, a ! i ommm o Aw CL ,• , tlt 4 tfjJ PLANTERS .: 244sq ft STORM ATER SWALE 292sq ftl .., N. • , ',tlty4 r N in fill TYP t4 8 Osq ft, STORMWATER SWALE I , T. _tui,r . , turi.,y (2) PLACE'S _.•• •:_ •:: PLANTER .. : +:: • . 313sq ft CHECK DAM (3) PLACES CHECK DAM •' I . • a . • f` PLANTER ER •`/ 145 ft ` .... , i( iTL{i yam( .[rl7l ...•. ` .'.•,':.•,- NEW BU LDNG ' • • r , :e : • • e e *.. . s • , 4 ,,. ,4,.,4..4 .. , • e ,.,.., x. ... CD....,. , (6) PLACES : _•: Y ••'•••'•'•'•'•••••• ; f .. IyII ''' '''- •'f`' . EXISTING BUILDING u .•.. .:. • LAWN1 Lu •'•`•`'• "•`•'• 47eq ft LAWN '•' -°'*. I::::i r•:•1,548sq ft.•4' M e y • f ,e'•a at•s•.•• w 4 .,r,. • , t•.• 0_0 2$ •°-3 a- :n i I I UNDEVELOPED $ AREA PUE 8,629sq ft PUE 9 9 9 .,«. N89'40'08' W . .61 LANDSCAPING PLAN CALL FOR . ISEM QN aR= SW • , , p 1 . PIPING -1• SCALE: 1" = 20'-0" ) 2). PLANTINGS ATTENTION: CALL. 1- -800- 332• -2344 48 HOURS BEFORE YOU DIG. OREGON LAIN REQUIRES YOU FOLLOW OAR 952 -- 001 -0010 THRU 952 - 001- -bO9O. COPIES ARE AVAILABLE AT THE OREGON UTILITY N011FICATION CENTER (503) 232-1987 40 SYMBOL BOTANNICAL NAME COMMON NAME QUANITY SIZE COMMENTS COLLECTION/OVERFLOW FACILITY AT DOWNSTREAM OF SWALE * TR EEC BOTTOM M YF S'1`A1rir f . '• ^5.:^'?i41=a TO SLOPES 0.5 MIN ACCEPTABLE DESTINATION (SEE SITE PLAN C1.1 FOR DESTINATION) 4 ACER MACROPHYL.LUM BIG LEAF MAPLE - CANOPY 8 2" 0 C" ABOVE WE DECIDUOUS TREE 5075 FT —SEE DETAIL V 12`Daa 8n " 10 7 6 CURB AMELIANCHIER AL•NIFOLIA PACIFIC SERVICESERRY 8 2" 0 6" ABOVE BASE DEDIDUOUS TREE 40 FT -- SEE DETAIL "4" FLOW • SHRUBS GROUNDCOVERS II . 1..•. Il .rgl..PI..11UM1..l.IIa1IIrl. rr.Illlrr err lYrlr1 -' AGROSTIS EXARATA SPIKE BENTGRASS 1700 sq f1 RO S oXo OF THETACILITT — --- FUR PARKING LOTS: SHALL BE PLANTED W GRASSES OR GRASS -LIKE P " 1 GAULrTHERIA SHAL.LON SAL.AL 15 1 GALLON SHRUB, EVERGREEN -• GROUNDCOVER 14061. . -•.... -.._ 12 x 12 CLEAR FLOW • AREA AT CUTOUTS 7 BERBERlS AQUIFOLIUM TALaL 0 cs 7Z REGON GRAPE 35 5 GALLON „ SLOPE: 3:1 MAX SIDE SLOPES 3 AFTER YEARS. APP&OX. DIA 36 -42 2i,,,On =i 5 SPIRAEA DOUGLASII DOUGLAS SPIRAEA 50 1 GALLON SHRUB MEDIUM + LINE TRENCH WIJ GROWING MEDIUM: 12 MIN ,NOV&',, I „ PERMEABLE FILTER T SECTIO :,f RIBES SANGUINEUM RED FLOWERING CURRANT 35 3 GALLON SHRUB - LARGE FABRIC 3 " -5" PEEP CHECK DAMS 0 12' TO 20' INTERVALS OR AQUILEGIA FORMOSA RED COLUMBINE 15 1 GAL. LOW SCREEN /GROUNDCOVER SWALE [ALE E :T Oi MINIMUM (2) DAMS PER SWALE 3 *; RHODODENDRON MACROPHYL.LUM WESTERN RHODODENDRON 10 3 GA -. L,. SHRUB LARGE - Z \41 -! N.T.Ss ',tl (rr, POLYSTICHUM MUNITUM SWORDFERN 8 1 GAL. LOW SCREEN/GROUNDCOVER 10L AT LEAST 65X OF EACH REQUIRED - PLANTING AREA SHALL BE COVERED WITH LIVING PLANT MATERIALS WITHIN {5} YEARS OF DATE OF INSTALLATION. THE LIVING PLANT MATERIALS SHALL BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA. THE PLANTING ACCEPTABLE FLORA LEGEND PER 1000 ' SQUARE FEES OF REQUIRED PLAITING AREA SHALL BE AS FOLLOWS: {A) AS A MINIMM 2 TREES NOT LESS THAN 6 FEET IN HEIGHT . . { , 2 IN CALIPER (AT TIME OF PLANTING, NOT INCLUDING BALL) (B) AS A MINIMUM (1 Q) SHRUBS, FIVE GALLONS OR LARGER (C) LAWN AND /OR GROUNDCOVER MAY BE SUBSTIUTED FOR TREES OR SHRUBSERYo z 1 SAAAL UNLESS REQUIRED FOR SCREENING WHEN THERE ARE ADEQUATE PROVISIONS FOR ONGOING MAINTENANCE GENERAL LANDSCAPE NOTES: - RED COLUMBINE (1) AT LEAST 85 PERCENT OF EACH REQUIRED PLANTING AREA SHALL BE COVERED WITH LIVING PLANT MATERIALS WITHIN (5) YEARS OF THE DATE OF INSTALLATION* 3,, RHODODENDRON PLANT THE LIVING PLANT MATERIALS SHALL BE DISTRIBUTED THROUGHOUT THE REQUIRED PLANTING AREA, THE PLANTING ACCEPTABE PER 1000 SQUARE FEET OF REQUIRED PLANITNG AREA SHALL BE AS FOLLOWS: 4 BIG LEAF MAPLE (A) AS A MINIMUM, TWO TREES NOT LESS THAN 6 FEET' IN HEIGHT THAT ARE AT LEAST 2 INCHES IN CAPLIPER (AT TIME OF PLANTING, NOT INCLUDING ROOT BALL) B} AS A MININUM, TEN SHRUBS, FIVE .GALLONS OR LARGER. C) LAWN AN /OR GROUNDCOVER MAY BE SUBSTITUTED FOR TREES OR SHRUBBERY FINLESS REQUIRED FOR SCREENING : WHEN THERE ARE ADEPUATE PROVISIONS FOR ONGOING MAINTENANCE, DOUGLASS SPIRAEA (2) ALL LANDSCAPING SHALL BE INSTALLED AND MAINTAINED IN SUCH A MANNER AS IS NECESSARY TO PROTECT IT 8 RED FLOWERING CURRANT FROM VEHICULAR DAMAGE iNlti (3) VISUAL BREAKS, NO MORE THAN FIVE FEET IN LENGTH, SHALL BE PROVIDED EVERY 20 FEET WITHIN LANDSCAPED TALL OREGON GRAPE {MAINTAINED 0 72" AFTER (4) PLANTING STRIPS ABUTTING PUBLIC RIGHT-OF-WAY. YEARS. APPROX. DIA 36 -4211} ... (4) VISION CLEARANCE TRIANGLES AT THE ENTRANCES M THE PARKING AREAS SHALL BE A MINIMUM OF 15# IN LENGTH SPIKE BENTGRASS FOR EACH LEG, AND SHALL BE KEPT FREE OF ALL VISUAL OBSTRUCTION FROM TWO AND ONE- -MALE FEET TO NINE FEET C ABOVE THE CURB LINE. ww (5) SHRUBS, WHEN USED AS PARKING AREA PERIMETER SCREEN, SHALL BE PLANTED IN MINIMUM F=IVE GALLON CONTAINER s PACIFIC SERVICEBERRY SIZES, OR LARGER , AS NECESSARY TQ ACHIEVE THE DESIRED SCREENING HEIGHT OF 72 WITHIN (4) FOUR YEARS AFTER PLANTING. z ,11t SVWORDFERN {MAINTAINED 2' IN HEIGHT} (6) THE MINIMUM PLANTING SIZE FOR TREES SHALL BE 2.0 i! CALIPER AS MEASURED BY AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. {STREET TREES ONLY }. t O! (7)' TREES SHALL BE PLANTED IN A LANDSCAPED AREA SUCH THAT THE TREE HOLE IS AT LEAST THREE FEET" FROM ANY u CURB OR PAVED AREA. z 0 a LANDSCAPE NOTES: IRRIGATION NOTES: • F LICENSED 1) ALL LANDSCAPED AREAS SHO1#N ARE TO BE BACKFILLED WITH A MINIMUM OF 6" APPROVED LOAM /TOPSOIL. ALL BEDS - A FULLY AUTOMATIC IRRIGATION SYSTEM SHALL BE DESIGN BUILD BY A AND BONDED IRRIGATION CONT4CTOR ARE TO BE AMENDED WITH 3, OF R.EXIUS GARDEN COMPOST, OR EQ, UPON COMPLETION '' ALL LANDSCAPED AREAS SHOWN ON THE DESIGN AGREE TO BE WATERED USING THE DESIGNED SYSTEM. SACKFLOW 3" OF FINE FIR BARK IS TO BE APPLIED. MPLETlON Oh PUNT INSTALLATION PROTECTION IS TO BE PROVIDEO PER LOCAL CODES C., GENERAL DESCRIPTION: POPUP SPRAY NEARS OR OTHER APPROVED METHOD ARE TO BE USED ON ALL HUT THE (2) ALL TREES AND PLANTINGS ARE TO RECEIVE 5 -4-3 ORGANIC BASED FERTILIZER AT TIME OF PLANTING, (OR EQUAL), WITH > (n THE TREES DOUBLE STAKED AS PER AMERICAN NURSERY ASSOCIATION STANDARDS. CARE SHOULD BE ESPECIALLY LARGER LAWN AREAS. RAINBIRD T BIRD SERIES ROTOR HEADS WILL BE USED ON THE LARGER LAWN AREAS. THE GIVEN TO ENSURING THAT THE PLANTINGS ARE NOT INSTALLED TOO DEEP. PLANTINGS ARE TQ BE GUARANTEED FOR A 4mi MINIMUM SUPPY SHOULD BE 1 1/2 WITH CORRESPONDING PIPING TO BE CLASS 206 PVC. ALL ELECTRIC VALVES PERIOD OF ONE YEAR FOLLOWING ACCEPTANCE. , (EXCEPT ACTS OF QOD OR NEGLIGENCE /VANpAUSM.) ARE TO BE RAINBIRD . PEB OR EQUAL., WITH AN EXTERNALLY MOUNTED CONTROLLER, (ESP /X RAINBIRD) LOCATED As PER OWNERS AND GENERAL CONTRACTOR (3) THE SITE SHALL REMAIN IN A CLEAN , SAFE, STATE DURING THE LANDSCAPE INSTALLATION, CARE SHOULD BE ESPECIALLY SLEEVING REQUIRMENTS SHOULD BE INDICATED ON THE SUBMITTED DESIGN, WITH COORDINATION MADE BETWEEN GIVEN TO THE PROTECTION OF. NEW CONCRETE AND ASPHALT SURFACES. PROVISIt}NS FOR PROPER CARE AND MAINTENANCE OF THE PLANT MATERIAL SHALL. REMAIN THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTANCE BY THE THE SITE CONTRACTOR AND THE LANDSCAPE /IRRIGATION CONTRACTOR, OWNER THE SYSTEM SHALL BE GUARANTEE FOR A PERIOD OF ONE YEAR FOLLOWING INSTALLATION. CONSTRUCTION NOTES AT LEAST ANT of THE FACILITY INSTALL IRRIGATION CONTROL VALVES, PROVIDE APPROVED BACKFLOW PREVENTION DEVICE BETWEEN SHAM. BE PLANTED WITH GRASSES EEN OR CRASS -LIKE PLANTS IRRIGATION SYSTEM AND METERED SERVICE, PROVIDE 4'X 4'X 30'* HIGH ABOVE GROUND VALVE BOX FOR BACKFLOW DEVICES AND SPRINKLER • "' • EQUIPMENT. VERIFY SIZE AND LOCATION W/ CONTRACTOR X11 pRD 5 'S F rye COVER EXPt}SED AREAS AT PLANTERS W/ BARK -O -MULCH GINC, ., 8 351 ,6 ; t• jn w ,w % NO SIGHT OBSCURING TREES OR SHRUBS ARE TO BE PLACED AS TO INTERFERE W/ VISION -' ( AT ENTRANCES AND EXITS SEE SITE PLAN FOR ADDITIONAL DETAILS AT LEAST SOX OF THE FACILITY ... SHALL. BE PLANTED WITH GRASSES ---- t #1 OREGON, OR GRASS -LAKE PLANTS 71-519 Expires-. 12-31-07 44 •# E EXAMPLE OF 37 SQUARE FOOT AREA 0 SWALE 1.. -. ` RNSIONS: j SEE SAE PLANTING DETAIL "2" FOR SWALE CONST. 7 F F % 0T /17/07 F F E F F 120Um PLANT DETAIL. 0 SWALE --- =--: .+. 124lf SIRM 30t, S =,On i.i GUY WIRE DE'T'AIL ,,,r• E " I4 tiREGtt 97401 N.TA V A ' i iYii { l) 'TYrT-'" DIA TYP _..•' PAX: 641 484 -68 9 201-on -"" 'THESE DRAWINGS ARE THE TREE TIES PROPEW OF MORTIER ENGINEERING P.C. AND ARE NOT TO BE USED OR EXAMPLE OF 100 SQUARE FOOT AREA 0 SWALE TREE STAKES. NOTE: REPRQDUCM IN ANY MANNER D.F. 2"X 2"X 8 ROOT CROWN T4 BE EXCEPT WITH THE PROPER W,' A MINIMUM OF 4" WROTEN PERMISSION OF SlI LEa I.LAi 'I 'A TREE WRAP, WATERPROOF. WRAP ALL ABOVE FINISH GRADE MORTIER ENGINEERING P.C. 100 SQUARE FOOT AREA EQUALS: 2" CAL, AND LARGER, SECURE MULCH DIMENSIONNO NOTATM TAKES WITH BIODREGRADMLE TWINE. :MR 00 NOT (1) EVERGREEN ,4R DECIDUOUS TREE: scu.E oRAWINas. EVERGREEN TREES: MIN HEIGHT 6'- -0'j BACKFILL: • MIN CALIPER; 0V AT 6 ABOVE BASE PLANT SAUCER FILL HALFWAY AND DATE; _o5z31 ..DECIDUOUS TREES. FORM 3" RIM WATER THOROUGHLY FILE NAIaiE:LAS5,r (4) LARGE SHRUBS /SMALL TREES: 3 GALLON CONTAINERS OR EQUIVALENT (6) SHRUBS /LARGE GRASS-LIKE PLANTS: 1 GALLON CONTAINER .OR EQUIVALENT BEFORE BACKFILLING BRAWN BY: GIN BY:I + PRELIMINARY SPOT ELEVATION 0 LOWEST POINT OF SWALE CIK'G1 WORK ORDER Nth. (SEE LANDSCAPE PLAN FOR ELEVATIONS) UNDISTURBED OR - 'j $335--MJ} COMPACTED SUBGRADE TREE .PEDESTAL. E..Si'A 2X D16 METER PREPARE SUBSOIL TO SHEET` SPACING SHOULD BE . SO PLANTINGS CAN BE MAINTAINED OF ROOTBALL PREVENT SETTLING AT A SCREEN HEIGHT OF 42" AFTER (3) YEARS. PLAN` DETAIL 0 SWALE NOTE: REMOVE TREE TIES ONE YEAR AFTER PLANTING L 1 • U -1 J N.T.S. DECIDUOUS TREE PLANTING DETAIL . ; N.T.S. . OF 6 A 9 4 DEC 15 20ij 0 #—on tE) W } 04A04A AMR A PAN— SAN MH RIM =475.81 - MAIN STREET u c•'+ENZZI HIGH WA Y- -- --- —• 'i 2S — ..... 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SPRINGFIELD?, LANE COUNTY, OREGON MARCH 28, 2007 SCALE 1 ss =20 CONTOUR INTERVAL 1 ROOT LEGEND z ar r t . ow r AO PAWW m cm EX. SM.— STM SEW LINE of. OHP t r 0"wim Polo- THIS DRAWING WAS PRODUCED BY BRANCH ENGINEERING MOM r 1_ SEE CLOUDED AREAS FOR ADDITIONAL. INFORMATION BY MORTIER ENGINEERING ob ro Ab -All $ 1 . ITEMS IN CLOUDED AREAS WERE Ct?MPLETED Y lORTIER ENGINEERNG - .. N89.40'08v 80.6: Z Twor C:) ommr C i s. -. WAWX AM r._ r / a t Pouloz 1 t TBM ,a. a.. IDOMW ID -MW :•ate. -I Q ! a t 3. WAS NOW lb to X[STNG SIT' 'UTILITY PLAN TOPOGRAPHIC SURVEY FOR MRjrl r-T "k 4- 1 1 • ul—l/\/ SUI-LIVAN N.E. 114 SW 114, S•EC.81, T-17S., R.2 W, W.M. SPRINGFIELD?, LANE COUNTY, OREGON MARCH 28, 2007 SCALE 1 ss =20 CONTOUR INTERVAL 1 ROOT LEGEND z ar r t . ow r AO PAWW m cm EX. SM.— STM SEW LINE of. OHP t r 0"wim Polo- CORM MOM r 1_ (. r ob POW ME z Gw 1 - I 0 9X. r AMHKE Z Twor C:) ommr C i s. -. WAWX AM r._ r / a t Pouloz 1 t TBM ,a. a.. IDOMW ID -MW :•ate. -I Q ! a t 3. WAS NOW IN,r 693611sE OREGON 'yyr 'kt, } 3, Al- Expires: 12• -31 -07 f 06/00/07 NEW SHEET P.Ce 1245 PEARL S'REEI EUOMF* 0RE = 97401 THIS PHON& ("ll) 484—OM Y J ,ED FAx: 4e44= ASEAM fff THESE DRAWINGS ARE THE A. BEIZ PROPER7Y OF MORTIER .... ENGINEERING P.C. AND ARE NOT TO BE USED OR WT REPRODUCED IN ANY FANNER EXCEPT WITH THE PROPER A WRITM PERMISSION OF . MORTIER ENGINEERING P.C. DIMENSMW NOTATION TAMES PRKWAY OVM SQAJJL oo SCAIJE DRAVANOS. DATE.•o? . PnP hie* FILE NAME JO 35 DRAWN Br. no + CHWO BY: wx ORDER CIO. i 18335- ---MJD min + ft +'lIL/itl • 811l SHEET f No* 07 7 cis QRRml JM\07=007 wo 3128107 5 OF 6 Date 4 DEC 15 2011 z w ob z a- 0 Z Twor C:) Z ` t IN,r 693611sE OREGON 'yyr 'kt, } 3, Al- Expires: 12• -31 -07 f 06/00/07 NEW SHEET P.Ce 1245 PEARL S'REEI EUOMF* 0RE = 97401 THIS PHON& ("ll) 484—OM Y J ,ED FAx: 4e44= ASEAM fff THESE DRAWINGS ARE THE A. BEIZ PROPER7Y OF MORTIER .... ENGINEERING P.C. AND ARE NOT TO BE USED OR WT REPRODUCED IN ANY FANNER EXCEPT WITH THE PROPER A WRITM PERMISSION OF . MORTIER ENGINEERING P.C. DIMENSMW NOTATION TAMES PRKWAY OVM SQAJJL oo SCAIJE DRAVANOS. DATE.•o? . PnP hie* FILE NAME JO 35 DRAWN Br. no + CHWO BY: wx ORDER CIO. i 18335- ---MJD min + ft +'lIL/itl • 811l SHEET f No* 07 7 cis QRRml JM\07=007 wo 3128107 5 OF 6 Date 4 DEC 15 2011 BUILDING EDGE 0OWNSPQUT SEE PAVING DETAIL slop£ 1 X MIN 2x6 P.T. JOISTS 0 24" Q.C. `•• P.T. 4x8' H.F. #2 d Q OR BETTER /-METAL GLAD ROOF ' a {2} PLACES 1OQ WOOD OBSCURING 11'"'"' N Tl=il HS54x4xY4 FENCE lJI as {5} PLACES . v 1 Ell W ,..... Q ,.... 1 SEE "TRENCH DETAIL c. < wr... Irtea Ir .. --I ; -W-•- c" - ASPHALT DRIVE - , MI !IE1 {53 PLACES PROVIDE PIPE BEDDING IN j . ACCORDANCE WITH PLUMBING PIPE PER PLAN ""' ": " 24 CODE REQUIREMENTS USING Y'4" E+I MINUS OR SIMILIAR 7 t04 N DOWNSPOUT DETAIL C54 1 SCa.. I o : -o" N.T.S. TRENCH DETAIL N.T.S. 161.9" 22!-9 1/2 13, ---11 1/4 22' -9 1/2" 4' -4 l 4" G" CURS 221'""9 3/4" TYP - 0 PER. - z ,ran In - ...3s c, Q {E} SIDEWALK Q. s c3. `j d {E} SIDEWALK r uj at 8.33X 1 d a d a i. Lai r °. Q e Q, a d O A w Rf 4 Yt 0 A .. .rr. .. ' wwn .. wr ..... sir .1r 1 owl! .. R r i G w ASPHALT PAD ate. "'' L1. , _ ,-- - ow 0 , SEE DWG r , _ + Iz MINIMUM 12 "x12" GRATE MOUNT THIS DOOR SO : '} 7 :_S IT CAi SWING 9{' T ? '' PAINTED 12 WIDE 4 • CL CONNECT TO SANITARY I SOLID YELLOW STRIPE RIGHT TARN % SEWER W /TRAP FULL OPEN POSITION in ONLY SIGN (n CURB ! "'". 100107 TYP 0 PER. 5' -0 5 -ofll o ., R" PUE ; U . 17'-7 1/4" GRADE BREAK LINE 10OX WOOD OBSCURING 100% WOOD OBSCURING FENCI (3) SIDES GATE DETAIL 5=_Dn 5a_D" , '. „ 35 2 1/4"' SCALE. PRQF