Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/1/2012F. tT:U..NN.0 ,- ` if ,, : / / , -LE ,ri rte,; ',r EXISTING BLOCK RETAINING WALL (HEIGHT VARIES) 4,50. EXISTING CONTOUR --• x EXISTING FENCE FEMA 1 1 142 1 LI ON ; 2-" -MAD E 2'z$ors ~3" P E /,• f1f// /I / /I / /f / / / //f / //JIJ 1 j    1  r  AIC DRIVE 1AZ 0 No op /0' ANK 112„ DEC UoUS /,, /; ,, /, // f / /f» 1tlli11f111 jl "}Ply } JJ ```• 111 2„ DECIDUOi 1 / • '` /' ./ / / , / / f / / ' i i 1 i } l 1 i i u i• • / // EXISTING STORMWATER BASIN IV / / / / , / / , ».» . i 1 1 t 1 l 1 1 1  / GRATE = 515.78' 1 N91 I / f     / J , f /  l ``.^- / /  r" " »» , »» ,,,  w     !              • j   2 DECIDU  S / / f / / t / •..,.  // J 1 .»_._ ... ..... —...  D / / / ! .. ./ .° •• / I J D CID(/9us 1 1 2" „ CIDUOL 11 , , t, ,, » •.• .,, / J / j / / / / j / / / / / .. _  /  I /I f111 1 f }  1 f 1 1  ~ 111 1 !/ / / / /// / !1 11 } } 1} } 1.  • . 1 f `l ... _-` ,, ` / / / / ! ! / / / / .I ' / / J f ~ a EXISTING SID9WALK •~ 111 f V C. NNY MAP'  I- / /1f 4=- ftPINE NOT TO SCALE CED1A 1 I 1 e 50.0' 2 t'0 N / Z , THE SITE IS SITUATED IN ZONE X, AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1141 F, DATED / / , / / / / l 1 / / /  / . . f / , , / / I v 1 JUNE 2, 1999. / I // /`f I } 1 i 4 , 5.5 SOIL TYPES SOIL TYPES f / / / J / / / / / // / / / / / • "" _ 1 Q/ EXISTING BUILDING 11C BELLP/NE SILTY CLAY LOAM 3 -127' SLOPES // / / / / / ! / / / / / / / j «— `.." j oo If 11 D BELLPINE SILTY CLAY LOAM 12 -207' SLOPES. / / ! ! / / / - ! / / / ~ ~ , I 1 1 TO REMAIN /, / / '` / / • / J \ 4 200 SF jf 43C DIXONVILLE PHILOMATH— HALELAIR COMPLEX 3 -1290 SLOPES. / f / / / / / / / ! / / ' 11 l ! / f ., / / / ° FLOOR EL. = 516. . PROT / // / // r / / /!f / /// 1/ !/ /!J / 2V- D FIR /tv- . SITE 7- / ! / ! / / % / / / / / / 11  j / / ,/ , , ..--' ... ., w  E IS LOCATED WITHIN THE ZONE OF CONCENTRATION (99 YR TO=). / / ! / / / / / / / f / /! 1 °• l 1 y II i, 24 MAPLE 1 l WALK =516 ' 37 " 1. 1 2 5 CEDAR /2 f,. -- r.•.'.% ,- DOCK= 516.22 50.0 lv C -51271 AC= 512.92; J„ b ll v AC =512.92 \ Sm 1 201\4 TO PROPERTY RETAINING WALL .  B0UiyD4RY Esc......._... -.r __............»... _w ~ ......._... '  \ EXISA G STORMWATER,, GA TCHBAStN, 11 1 GRAY 511.69' i 114 STM GRAVEL PAR NG , r ff / // /// ' . I 114 „D X A/C PARKING // / f / /f i 1 ) o 11 ALL SITE STORM DRAIN PIPES .! ' •.. , l 1 ARE 6*"* DIAMETER. 1244 /' iii ' / / / J ,. \ Q ` \  ~ ,  . --  •  .....»»  t pO ..w .,w • RETAINING WALL / / 1 r j / EXISTING'TOP OF BANK ,` , / / / / i \ \ / DNgRE7'E.'PAD.: ' ONCR E  / / p I °'°PAD vq 7 :1. _ *i p 11 .v . E TING STORMWATER CATCHBASIN   f /  /'  1  • •••••- •••.•:.K,,, . .•.° •  • ' 'p  TE-- 507.14' PA R CR.  1 1,/ i \ 1 ., BACKFLOW DEVICE 1 1 1 I r / / / .PP 1 993 - --P034 0 • `» » 12) ' / J f j '  .w - > C` F ! 1 % 'I I 'ETAIN1NG WALL  TING TOMEXISTING STORMWATk? MANHOLE EX WATER MANHOLE „ -2 . FL IN (S) L. =4 .42 L i , 12r FL l 496 79 /,E=, / / / / 1 l FL OUT N EL. =4 37' ` ` 'u, 12 FL 0 T (N) EL4=499.69' / / _ ), _  RIM EL. = 06.14' BURY 1.0' RIM %E . —488.57 14 WIDE ( ) c a 1 , c 17 OAK 8" OAK , . i PUS .6Z f ,4Z L  4Z • s  <; PUS IL. \ 14 OAK IL N00 '10'38 "E 443.28' N  11 1 f f 1 1 }  1  1 I 1 •  1 1 11 30' WIDE EWEB EASEMENT EASEMENT R.R. NO. 99247 ALSO: --- 30 WIDE ACCESS EASEMENT R.R. NO, 9302537 l 1 .CID OUS 11 1 U U 1 11 r 1 i > U 11 d W i Ak w 1 LOCATION OF JOINT UTILITY TENCH. CONTAINS ELECTRIC, 4" WATER, 8" WASTEWATER. VERIFY LOCATION BEFORE DIGGING. LOCATION OF EXISTING EWEB 24" DI WATER MAIN BASED UPON EWEB MAPS. I VERIFY LOCATION BEFORE DIGGING. .PARCEL 2 LPP# 1993—PO340 t 11  1 TEMPORARY VEHICLE TURNAROUND EASEMENT :r —•-”" -51 0000 / EXISTING WASTEWATER MANHOLE \ Lo 1 1 8 f; FL IN (5— TOP) EL. =504.03' 8 FL IN (S —DROP) EL. — ,501.28 , A/ DRIVE 8„ FL IN (NE) EL, =501.13' / RIM EL. =507.55Y EXISTING GATE r 6 " I 1 '• %Ij RETAINING WALL 2 -9" OAK 16 "\ ASSESSOR MAP _18 -03 -03 12, TAX LOT f ' t.L r' j I L TPREIZ-000(6 P-1 blwdv f4t at4o eeCD l o-F 1 Pdf6 BOUNDARY LINE -- -- EASEMENT LINE PPP, EXISTING POWER POLE EXISTING WATER METER ~ EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE C EXISTING WASTEWATER CLEANOUT TT EXISTING STORM MANHOLE mill EXISTING CATCH BASIN 0 EXISTING GAS METER ~ -- - 8" ww EXISTING WASTEWATER - »--° ST M --~~ EXISTING STORMWATER - ~ • GAS EXISTING GAS LINE w EXISTING WATER LINE -- --- ~~~ - ovi EXISTING OVERHEAD POWER %COMMUNICATION LINE . — EXISTING CURB EXISTING BLOCK RETAINING WALL (HEIGHT VARIES) 4,50. EXISTING CONTOUR --• x EXISTING FENCE FEMA 1 1 142 1 LI ON ; 2-" -MAD E 2'z$ors ~3" P E /,• f1f// /I / /I / /f / / / //f / //JIJ 1 j    1  r  AIC DRIVE 1AZ 0 No op /0' ANK 112„ DEC UoUS /,, /; ,, /, // f / /f» 1tlli11f111 jl "}Ply } JJ ```• 111 2„ DECIDUOi 1 / • '` /' ./ / / , / / f / / ' i i 1 i } l 1 i i u i• • / // EXISTING STORMWATER BASIN IV / / / / , / / , ».» . i 1 1 t 1 l 1 1 1  / GRATE = 515.78' 1 N91 I / f     / J , f /  l ``.^- / /  r" " »» , »» ,,,  w     !              • j   2 DECIDU  S / / f / / t / •..,.  // J 1 .»_._ ... ..... —...  D / / / ! .. ./ .° •• / I J D CID(/9us 1 1 2" „ CIDUOL 11 , , t, ,, » •.• .,, / J / j / / / / j / / / / / .. _  /  I /I f111 1 f }  1 f 1 1  ~ 111 1 !/ / / / /// / !1 11 } } 1} } 1.  • . 1 f `l ... _-` ,, ` / / / / ! ! / / / / .I ' / / J f ~ a EXISTING SID9WALK •~ 111 f V C. NNY MAP'  I- / /1f 4=- ftPINE NOT TO SCALE CED1A 1 I 1 e 50.0' 2 t'0 N / Z , THE SITE IS SITUATED IN ZONE X, AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1141 F, DATED / / , / / / / l 1 / / /  / . . f / , , / / I v 1 JUNE 2, 1999. / I // /`f I } 1 i 4 , 5.5 SOIL TYPES SOIL TYPES f / / / J / / / / / // / / / / / • "" _ 1 Q/ EXISTING BUILDING 11C BELLP/NE SILTY CLAY LOAM 3 -127' SLOPES // / / / / / ! / / / / / / / j «— `.." j oo If 11 D BELLPINE SILTY CLAY LOAM 12 -207' SLOPES. / / ! ! / / / - ! / / / ~ ~ , I 1 1 TO REMAIN /, / / '` / / • / J \ 4 200 SF jf 43C DIXONVILLE PHILOMATH— HALELAIR COMPLEX 3 -1290 SLOPES. / f / / / / / / / ! / / ' 11 l ! / f ., / / / ° FLOOR EL. = 516. . PROT / // / // r / / /!f / /// 1/ !/ /!J / 2V- D FIR /tv- . SITE 7- / ! / ! / / % / / / / / / 11  j / / ,/ , , ..--' ... ., w  E IS LOCATED WITHIN THE ZONE OF CONCENTRATION (99 YR TO=). / / ! / / / / / / / f / /! 1 °• l 1 y II i, 24 MAPLE 1 l WALK =516 ' 37 " 1. 1 2 5 CEDAR /2 f,. -- r.•.'.% ,- DOCK= 516.22 50.0 lv C -51271 AC= 512.92; J„ b ll v AC =512.92 \ Sm 1 201\4 TO PROPERTY RETAINING WALL .  B0UiyD4RY Esc......._... -.r __............»... _w ~ ......._... '  \ EXISA G STORMWATER,, GA TCHBAStN, 11 1 GRAY 511.69' i 114 STM GRAVEL PAR NG , r ff / // /// ' . I 114 „D X A/C PARKING // / f / /f i 1 ) o 11 ALL SITE STORM DRAIN PIPES .! ' •.. , l 1 ARE 6*"* DIAMETER. 1244 /' iii ' / / / J ,. \ Q ` \  ~ ,  . --  •  .....»»  t pO ..w .,w • RETAINING WALL / / 1 r j / EXISTING'TOP OF BANK ,` , / / / / i \ \ / DNgRE7'E.'PAD.: ' ONCR E  / / p I °'°PAD vq 7 :1. _ *i p 11 .v . E TING STORMWATER CATCHBASIN   f /  /'  1  • •••••- •••.•:.K,,, . .•.° •  • ' 'p  TE-- 507.14' PA R CR.  1 1,/ i \ 1 ., BACKFLOW DEVICE 1 1 1 I r / / / .PP 1 993 - --P034 0 • `» » 12) ' / J f j '  .w - > C` F ! 1 % 'I I 'ETAIN1NG WALL  TING TOMEXISTING STORMWATk? MANHOLE EX WATER MANHOLE „ -2 . FL IN (S) L. =4 .42 L i , 12r FL l 496 79 /,E=, / / / / 1 l FL OUT N EL. =4 37' ` ` 'u, 12 FL 0 T (N) EL4=499.69' / / _ ), _  RIM EL. = 06.14' BURY 1.0' RIM %E . —488.57 14 WIDE ( ) c a 1 , c 17 OAK 8" OAK , . i PUS .6Z f ,4Z L  4Z • s  <; PUS IL. \ 14 OAK IL N00 '10'38 "E 443.28' N  11 1 f f 1 1 }  1  1 I 1 •  1 1 11 30' WIDE EWEB EASEMENT EASEMENT R.R. NO. 99247 ALSO: --- 30 WIDE ACCESS EASEMENT R.R. NO, 9302537 l 1 .CID OUS 11 1 U U 1 11 r 1 i > U 11 d W i Ak w 1 LOCATION OF JOINT UTILITY TENCH. CONTAINS ELECTRIC, 4" WATER, 8" WASTEWATER. VERIFY LOCATION BEFORE DIGGING. LOCATION OF EXISTING EWEB 24" DI WATER MAIN BASED UPON EWEB MAPS. I VERIFY LOCATION BEFORE DIGGING. .PARCEL 2 LPP# 1993—PO340 t 11  1 TEMPORARY VEHICLE TURNAROUND EASEMENT :r —•-”" -51 0000 / EXISTING WASTEWATER MANHOLE \ Lo 1 1 8 f; FL IN (5— TOP) EL. =504.03' 8 FL IN (S —DROP) EL. — ,501.28 , A/ DRIVE 8„ FL IN (NE) EL, =501.13' / RIM EL. =507.55Y EXISTING GATE r 6 " I 1 '• %Ij RETAINING WALL 2 -9" OAK 16 "\ ASSESSOR MAP _18 -03 -03 12, TAX LOT f ' t.L r' j I L TPREIZ-000(6 P-1 blwdv f4t at4o eeCD l o-F 1 Pdf6 PRE­-SUSMITTAL 0 C 1 2012 a • PRE­-SUSMITTAL 0 C 1 2012 GENERAL NOTES ^ 1' THIS PROJECT CONSISTS OF CONSTRUCTING NEW PERVIOUS PAVEMENTS, SIDEWALKS, AND STORMWATER FEATURES 0SUPPORT THE EXISTING BUILDINGS AND NEW PROPOSED WEST AND EAST ADDITIONS.  08V N>N00B| .  THE NEW PERVIOUS PAVEMENT CONSISTS OF APPROXIMATELY 6,662-SQ. FT. OF PERVIOUS MASONRY PAVERS AND APPROXIMATELY 12,200-SQ. FT. OF PERVIOUS CONCRETE. c^m/ /    W1.D '~''''' '---- -- _`~ ``,-`` '  ` ' ^ ````  i  GRGA['-'------'-----'-'--- ''~'^ ~ ~-^^----^-~^~^~~.~'~'^~^^ ENGINEER. NATNEOURADGO|L88HOULD8OOPATEDTOAKNN|UDRYDEN8['OF95D FAN0A8 DETERMINED 8YAWTMO888. w .uo"n°n.rnur.r_^nnn.=nn°x°=cu=m ` /  n°n°mmc.n= r =n/=O=^m r ^mc/x D ,o/murn mm / co"^n`n " o"nu "v °^^"^mwoo^on/pcnn +"==' w wuoLccwnr"oo -11.vWc=0 " m^"v,u" n"^".v"/m".u, L. COo/"nm"^v. am r"x"o,o,o=w,G /nc Nu. 4uomcvc toy VvuunV. 7. AGGREGATE BASE ROCK SHALL BE APPLIED |NLAR8 NOT EXCEEDING 12~|NOHE8 AND SHALL 0E COMPACTED USING AN8RAJDRY STEEL DRUM ROLLER T0A MINIMUM DRY DEN8['OF8h%OF MAXIMUM A8 DETERMINED BY AQTMD1557. amuu 0. PERV0UGMASONRY PAVERS SHALL MEB'THE AROHEOTURAL8PEOIRCAT0N8AND SHALL 0E INSTALLED ACCORDING TO THE MANUFAOTURG8PEOIHO/T|ON8 -- -' ` ` ~` . H. UNLE8QOTHHVVERQUREDBYTHEA8ONMYPVRANUFACTURR,A8ONRYPAVR88HALL8EPLACDONVVELL43RADED8B]D|NG8ANDTHATM8EENOOPATDANDGRADEOOOH. 10. AVVOVEN PAVEMENT GEOTEKTLE SHALL BE PLACED ON THE PREPARED, APPROVED, AND COMPACTED 8U8GRADEPR0RTO PLACEMENT OF THE AGGREGATE BASE ROCK. THE GECTBT|LE SHALL BE PLACED VVMNDTEARS, . `   . ` `~ ``,`  ` ^ , WRINKLES OH DAMAGED AREAS . OAMA8[D GEUTEXT|LE SHALL 8E REPLACED. GE[KBKT|LESHALL MAVE LAP GPL|OE8 HAVING A M|N|MUK8UF12^|NOHE8OPOVERLAP. -`. _`. ~ ~ ` `.` ' -.-__ ~~` ` `~^`  `` ~{ ~ ~`   ~.  11. PAVEMENTGEOTBT|LE8M8LL8EA OLT 'HLM VVDVENPOLYPROPYLENEFA8R0HAVNGPROPERT|E88PEC/RED|NTMEPROJECTNARRATVE ~~`` ` ``'` ^~~ ^```- ~ ~` `\` ``^   '~`^  `  12 8O|L8OUTFORPREPAATONOFTHE0UBQRDEORPERV0UQPAVE0HALLBFREOVEDFOTHE0|TE ' ' 18. PERVIOUS PAVEMENT SHALL 8EA MINIMUM OF8~/NOHEG|N THICKNESS AND SHALL MEET THE 8PEO|RCATON8|NTHEPROJETNARRAJ' EAND SHALL 8ERBNFORCEDVVDHC0N0NUOUG GRADE 8O#4BAR ........ SPACED AT 24-INCHES EACH WAY. CONNECT NEW G" 9" OVERFLOW PIPE TO EXIST. GATCHBASIN 1NV. ELEV. 485.01 NEW 6" 0. OVERFLOW PIPE TO 6' 0 PERFORATED PIPE INV. ELEV. 496.4 NEW 0"0X :26.0'PERF. PIPE INV. ELEV 496.41 - ' '~ \,` 0"",, G0G 0D8CONCRETE8URFACE 2H:1VCUT-~ ^ -''APPR0< " TYp GE8T0N4 SHEET C4 NEW 6" 0 STORM DRAIN C.O. REMOVE EXIST. CONC. SLAB END EXIST. RETi, WALL AT RET,. WALL SURROUNDING TRASH AREA CONNECT NEW 6" 0 ST. DRAIN TO EXIST. 12" 0 ST. bRAIN CONNECT 6" 0 OVERFLOW TO CONNECT 6" 0 PERF: PIPE TO 6" 0 SOLID OVERFLOW PIPE NEW PERVIOUS MASONRY PAVERi SURFACE SEE TYP. SECTION 3 1". SHEET C2 2H 1 V FILL MATCH SIDEWALK GRADE TO EXIST. GROUND SURFACE AT PROPERTY BOUNDARY G"CONO CUR8(JgP.) MATCH EXIST. PVMTGRADE CURB. 4" CONG. SIDEWALK UNLESS OTHERWISE! NOTED INAGE PLAN SITE GRADING AND Dm KWE- 1'=20' 7 paq%.—  %—.o %—.o Lu Lu CL) CD cn Lu . ~= to Lu cj Lu Lo cmcm Amu PR PROJECT: 233.08 DATE 5L2112009 DRAWN BY: MDR y E / 8 PU-SM iVU |U0 o E 0 . N m;  OCT 1 7i | E =  U8 _. "'  ' | T .. ......... All I 10.0' @ -4.0% .......... VERTICAL 56WE I = 10 10' 0 10' 201 mm F=9 alloomm .2 []Xl 11,11 UTR MUNI I I , ;,, Ors' 0•s Chit 5 TRUCK STAGING AREA PROFILE C2 HORIZONTAL: 1" - 201 VERTICAL: 1" = 101 ? -,,. 20 2-+-40 .f•.':' 60 311-011), 3-;r:40 cn LU cn C.0 C) W PAVEMENT GEOTEXTILE < U.J m PREPARED SUBGRADE CV O .aa  +f+. '1fRi... !f.  $ a .. . r  ^'r+i4 $ f t s" O LQ cc = U.J co 6" 0 PERFORATED SCHED. 60 PVC OVERFLOW COLLECTOR m 6" 0 SCHED. 60 PVC SOLID PIPE STORM DRAIN 6 3 PERVIOUS PAVEMENET WITH MASONRY PAVER C2 U.j tz cr- C.> cn cn ;z =) < #4 GR. 60 REBAR @ 24,, EA. WAY cn C.D W 2-w PAVEMENT GEOTEXTILE LU III 25 z; in Cc UJ m PREPARED SUBGRADE 64 C6 .... . ..................... -4. I Y , C) CO C) cr U-1 C/3 < m cd 4 PERM QUI 6" 0 PERFORATED SCHED. 60 PVC OVERFLOW COLLECTOR 6" 0 SCHED. 60 PVC SOLID PIPE STORM DRAIN OTC fi u 9 D I I qi 4 l 14-1 v a l NCRETE SURFACI cmw ._ cm uu cz cp W= CO cm W CO uu C `0 c . LO 0 CO cm" r MI M R:ErNae'D s H OCT 1 (1- 0 1 E E Of T of 7 pages n MI M R:ErNae'D s H OCT 1 (1- 0 1 E E Of T of 7 pages el FENCE IV _ 0 1 .' z ZE ,, .  a . 1 -5 HWY 1 VICINITY M SCALE .t I Q {I f i 0 - - -14T 1 1 i w 1 i '00 __t I p  f X  6 ± CONC. CUP,"- REINFORED CONC. - 6" PERMEABLE SURFACE I NOTE TEST ROLL COMPACTED FILL FOR 60,000 LB AS PER UNIFORM FIRE CODE 092222 1 CUR13 PETAIL D sy  /ice NOTES:1) THI5 51TE HAS NO DRINKING WATER PROTECTION RESTRICTIONS. INX R1 THE PROPERTY 15 OUTSIDE OF THE TIME -OF- TRAVEL ZONE. ;n • NOTE TEST ROLL COMPACTED FILL FOR 60,000 LB AS PER UNIFORM FIRE CODE 092222 1 CUR13 PETAIL D sy  /ice NOTES:1) THI5 51TE HAS NO DRINKING WATER PROTECTION RESTRICTIONS. INX THE PROPERTY 15 OUTSIDE OF THE TIME -OF- TRAVEL ZONE. SHEET Al SITE PLAN/ EXIST. SITE PLAN EXISTING POWER POLE CARE SHOULD 5E TAKEN DURING CONSTRUCTION TO PREVENT SHEET A2 FLOOR PLANS & ELEVATIONS (HAMMER HEAD FIRE] TRUCK TURN AROUND AREA) CONTAMINANTS FROM ENTERING THE SOIL OR SURFACE AREA, SHEET A3 MISC. DETAILS (EXISTING) SHEET A4 EXIST. SITE, STORMWATER DRAINAGE S 2) THE ENTIRE VICINITY 15 OUTSIDE OF THE 100 -YEAR FLOOD PLAIN 11191 EXISTING CATCH BASIN AS INDICATED 5Y THE 100 -YEAR FEMA FLOOD MAP. SITE DATA 1 TOTAL SITE AREA: 4.81 AC (209,524 SF) EXISTING STORMWATER 3) DESIGN OF BUILDING FOUNDATIONS WILL BE IN ACCORDANCE WITH EXISTINGZONING: INDUSTRIAL K & A ENGINEERING FOUNDATION REPORT AND GEOTECHNICAL ANALYSIS. EXISTING USE- (2)#4 4) PUBLIC UTILITY LOCK WHICH MEETS FIRE MARSHALL STANDARDS WILL PROPOSED USE: WAREHOUSING ASSESSOR'S MAP #: 18030313 BE PURCHASED AND APPROVED AS REQUIRED 5T CITY. TAX LOT #: 3701 EXISTING CONTOUR 5) NO PARKING -FIRE LANE SIGNAGE TO BE POSTED AS PER SPRINGFIELD STREET ADDRESS: 4000 EAST 22ND AVE SITE COVERAG FIRE CODE AT DRIVEWAYS CIRCULATING ON WEST AND SOUTH SIDE OF BUILDING, AS INDICATED ON THE SITE PLAN. TOTAL SITE AREA: 4.81 AC (209,524 SF) GROSS BUILDING AREA: 10,4905F 6) SEE BUILDING ELEVATIONS FOR DOWNSPOUTS & DOWN LIGHTS PAYING AREAS: PERMEABLE PAVERS: 6,055 SF 7) NO PARKING -FIRE LANE SIGNAGE TO 5E POSTED AS PER SPRINGFIELD PERMEABLE CONCRETE: 11081 SF 12" COMP. FIRE [)APARTMENT AT DRIVEWAYS. TOTAL (NEW) PAVING: 17,936 SF CRUSHED EXISTING ASPHALT PARKING AREA: 23,706 SF ROCK BASE 8) FREE STANDING LIGHT FIXTURE 15' MAX 12' MAX IF WITHIN 50' OF A 0 B CUR RESIDENTIAL DISTRICT WETLAND, RIPARIAN OR SIMILAR PROTECTED AREA COMMON LANDSCAPED AREAS: SF OCCUPANCY TYPE = F -1 PARKING SPACES: 26 DADA PARKING: (2) 9'X18' WITH 6'X18' LOADING AREA/ 25 SPACES 2 REQUIRED IMPROVED LOT AREA: =1290 SF BUILDING LOT COVERAGE: 10,6145F BIKE SPACES: 4 SHORT TERM, 1 LONG TERM \ FL EL.= 46.04' O  \ 6 21ST AYE. \ `SO r °o  of 4 P U. 9S 1 D 22ND AYE, A/C DRIVE N59 6 O"E 3 +A PARCEL 2 30' EWER EASEMENT R.R. NO. 9822247 ALSO: ` 30' ACCE55 EASEMENT R.R. NO. 9302537 \\ Lar PLAN 1" =200 APPROX. N N co N b N t Al N54 581 365' ?9 I PERMEABLE –J 1OO' R CONCRETE s (11,5115F) 241 -011  I \  I ,,I CONC CURB 1 24 25 z -- ---1 i PERM. II CONC. I-- r  1 I 2 —  o EA5T. RAMP - A3 _. 51 PERMEABLE ill PAVER5 (NEW BLDG) 4" BRICK ` 2 WALL - , ( (2,159 5F) 5,4175F o CONC. AL ' 25' -0" 1 -j j — __ i r !` \ 4 2 ' i EXISTING BLDG 4193 SF 9 F.F. j ` i l = 516.30 - F.F. = 516.30 8 16 17 j G f 1 ? F.F. = 512.30 (5,012 SF) 7 15 18 l ( -- _._--- . -- - - -- ' NO FARM ( I 6 1 S I a CURB 19 FIRE LANE) I j 1 A3 11 -13 i SOLAR PVC SY5 u n u i t 5 ! PERMEABLE Q r A3 i (` _ t' 2 ) 9 9 -0' b PAVERS U i 15A Y (31896 5 -- D M A i T A R j C .48 1 2 AK 12 21 PV Y5 G5 4 j PERMEABLE 22 PAVERS ! 'S 9 4 3 2 1 11  0 .—. \ j j j A3 T 2 5' PEDESTRIAN 10 23 A3 j EXIST. P VING - - - - -- 1 — ° ° °ADA PARKA G ° 5IDEWALK _ } WILL CALL PICK -UP Q 40'-0° 25' -0" 9' -01 I 1 _ 14' -0" 14 '-6" I 231-6" 1 on W5 1 51-0" 5' /" N( 9 34'00"E,355.001 0 CURB FIRE NO PARKING 505.69 -0 4' PEDESTRIAN HYDRANT @1 CURB WATER VALVE SCDEWALK (FIRE LANE) EXISTING ASPHALTIC CONCRETE DRIVE (2) 36" X82" - U51ING GATE ® TRASH CONTAINERS LIGHTING LEGEND STANDARD 15 YD EA, WITH (1) 32 GA. CART REGALIN GLASS SYMBOL TYPE NOTES: SITS FLAN 00 AREA STAND LIGHT SEE DETAIL 19/A3 O , 15' -" +/- 4" HGT 1 "= 30'_0" 1:R- BUILDING MOUNTED LIGHT MOUNTED Cad SHIPPING: 9'-4" HGT WAREHOUSE: 21' -0" HGT J BOUNDARY LINE s  pip EXISTING POWER POLE 0 EXISTING WATER METER (HAMMER HEAD FIRE] TRUCK TURN AROUND AREA) A/C DRIVE OV (EXISTING) EXISTING WASTEWATER CLEANOUT EXpgN5I0  S EXISTING STORM MANHOLE JOINTS 11191 EXISTING CATCH BASIN G EXISTING GAS METER 1 EXISTING STORMWATER J r J' .Wig rz PARKING PLAN Al 3132' =1' -0" l i 0 1 10 \ 10.83' a I L- CATCH BASIN ISTIN ATE EXISTIN6 SITE L 111= 30' -0" NOTE: ABOVE INFO BASED ON DOC. PROVIDED BY GOEBEL ENGINEERING & SURVEYING, AND KA ENGINEERING DATED JANUARY 17, 2009 i ri inri+rl irr of 37 x 0 O 7TS41 C w o Q U W N  Q o Q oo 'jt OF Lwy BOUNDARY LINE EASEMENT LINE  pip EXISTING POWER POLE 0 EXISTING WATER METER O-A EXISTING FIRE HYDRANT OV EXISTING WASTEWATER MANHOLE EXISTING WASTEWATER CLEANOUT EXpgN5I0  S EXISTING STORM MANHOLE JOINTS 11191 EXISTING CATCH BASIN G EXISTING GAS METER EXISTING WASTEWATER EXISTING STORMWATER EXISTING GAS LINE EXISTING WATER LINE EXISTING OVERHEAD POWER/COMMUNICATION LINE EXISTING CURB EXISTING BLOCK RETAINING WALL (HEIGHT VARIES) 450 EXISTING CONTOUR EXISTING FENCE EXISTING IMPERVIOUS SURFACE r J' .Wig rz PARKING PLAN Al 3132' =1' -0" l i 0 1 10 \ 10.83' a I L- CATCH BASIN ISTIN ATE EXISTIN6 SITE L 111= 30' -0" NOTE: ABOVE INFO BASED ON DOC. PROVIDED BY GOEBEL ENGINEERING & SURVEYING, AND KA ENGINEERING DATED JANUARY 17, 2009 i ri inri+rl irr of 37 x 0 O 7TS41 C w o Q U W N  Q o Q oo 'jt OF Lwy SECOND FLOOR PLAN 1/1611-11-011 1,0835E FIR57 FLOOR PLAN 1/1611=11-011 6,6277 CONSTRUCTION NEW CONSTRUCTION 1200 SF - - -I • KYNAF, MTL SIDING ct SPLIT FACE b" CMU FL .NORTH ELEVATION 111611=11-011 MTL ROOFING PHOTOVOLTAIC PANELS - I OPTION LI 141111 1 I'll! w fE L I JOWww- MTL 2'-011 KYNAP CMU \— GREEN WALL 51DING 56LO" 0 SOUTH ELEVATION EXECUTIVE OFFICE, CONF. RM SERVICE, REPAIR, COFFEE INTAKE 1, 0022  H wil EME ni 11 F1 I P1 11 F1 -011 \-(516) PHOTOVOLTAIC PANELS (170'SQ L 104" L &OI-C, EXISTING BUILDING Y3 U REROOFING AND PHOTOVALTAIC PANELS ONLY WEST ELEVATION 1116•1=• -011 EAST ELEVATION 1/1611=11-011 WAREHOUSE  47_ 44 t,31K-E - - - 5 O-L A-R REFLECT C F STORAGE SHAPE REQUIRE p DSHIPPING 5 S( 241 T 6" CMU BLOCK +- FL 12D1. CLEARANCE 6" CUF,13 FL EAST ELEVATION 1/1611=11-011 U' OCT 201Z 5 of 7 pa5es > O di N O w W  V°w PROJECT: 0507 DATE: 9/21/12 DRAWN BY: AS/JM/SP DESIGNED BY: AF REVISION: - 0 PAZ ,%"  -1cf4t- OF Floor Plans I Elevations rl-N c) ~'ooh U  W '  o Q Lr) cc > O di N O w W  V°w PROJECT: 0507 DATE: 9/21/12 DRAWN BY: AS/JM/SP DESIGNED BY: AF REVISION: - 0 PAZ ,%"  -1cf4t- OF Floor Plans I Elevations FL6NIINGLEGENP PLANTING LEGEND BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME SHAPE &STREET TREES - (a° CAL. MIN. SIZE) 7.} 7 .x sY ryc{ R 7sd3+ }}pY } y ry j Ott Kct5 t k b L ( k} 71 !"  1. d "iQaX !Fed•''tR x7x. •'' -'. .R13 R8QYk 3 t71 0..!.. }1d\l! v\,0 :1ie a01Ke•: is\ .?R{sE ',fiCf, It t:N 3f,:5 2.:iAZ l.iD. p¢,atd'A r'.l.d .r., -. - _ - _ - - -•__ -- - -• -- - -- .. _.. I REDBUD SHADE $STREET TREES - (a" CAL. MIN. SIZE) ORNAMENTAL TREES - SAS SHOWN) ACER RUBRUM'RED SUNSET RED MAPLE JAPANESE SNOWBELL e GROUND COVERS ORNAMENTAL TREES -(AS SHOWN) ,<;P ARCT05TAPHYIOS UVA URSI KINNIKINNICK (1 GAL.) ACER CIRCINATUM VINE MAPLE 1LANTING REQUIREMENTS NO.-.,. TE CONIFER TREES - (61-8' HT. MIN. SIZE) ° PSUEDOt5U6A MENZIE5II PONDER05A FINE 1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES 11 I 3f3 ?: € *, ,t 'a ° :1 iQe' F (t >± . C i ia` a` i k° `I'. #.'• -: ` R A '% R a.lr [: ". 1. TO 8E EVERGREEN AND 5 GAL. MINIMUM SIZE TO MEET GORE REQUIREMENTS. GROUND COVERS AND DOUGLAS FIR INTERSPERSE WITH GRASSY ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED a ..:. Y ... {r .pt. tsr. + g P: A STREET TREE LIST AND PLANTED AT REQUIRED MINIMUM 2" CALIPER AT PLANTING SIZES OR LARGER. ARGT05TAPHYL05 WA URSI KINNIK[NNICK (1 GAL.)  2. DROUGHT- TOLERANT LANDSCAPING WILL BE USED . _ ,. 11 .: : fi : . 6 + .1 ,- , A # €'i .-,, `€) : :'4" .. '0'' ' P  i.'.:.I  i : ` : ilot :I ::1w  . a: \  \ e .. _ .. 5' 'As ..:.. .  . U e - 431I 3. L310-SWALE GRASS TO BE PROVIDED BY HOBBS & HOPKINS LTD. J' HIZUBcJ' - (24 " -36" HT. MIN. SIZE) @ -PT -825 5I0- FILtRAR10N DWARF GRASS COVER MIX A6EL]A'EDWARD GOUCHER' EDWARD GOUCHER ABELIA 4. ECO -LAWNS TO HAVE ADEQUATE ONGOING MAINTENANCE (2 MOWIN69 MINIMUM PER YEAR &ADEQUATE AZALEA'EX6URY' EXBURY AZALEA IRRIGATION DURING LAWN GERMINATION) IN ALL LANDSCAPED AREAS. CAMELIA JAPONICA CAMELIA 5. GATED DOOR WAYS AT 10 LOCATIONS WITH PAD LOCKS, SEE SITE PLAN. CH015YA TERNATA MEXICAN ORANGE IRRIGATION 5Y5TEM DESCRI'TION ESGALLONIA'APPLE BL0950M' APPLE 5L0550M ESCALLONIA ,y;; . ' a . I'll yy.Y yy y ,kx Ky FY i .Ili i.i. * `i . : '}K4i"•iW ' : 7.y.}: ;g:.c y.p •(,ry +,} ,:. x-  Fep y2 y gyp. ..N > :.=::t .: >`': T #X ttdi..y. r •. :4d -: rte+ pat p' -. `qss  :a,' t4Y.,: tf;'1 y: ., ,.;. .... : kF ,,tFk` .l. •4K1`k1k` i 11. i3.3" iv 7 .2 Ot Ki.d't1d .. ?wt &i.Y «, :2wi. ?y: Qof t .r !t F.l -: `E"'l:'i. YiV.'.a G:"K'.:;?i..,l. ESCALLON[A COMPACTA COMPACT ESCALLOMA 1. ALL PLANTINGS USED FOR SCREENING AT PARKING AND PROPERTY LINES EUONYMUS ALATA WINGED EUONYMUS TO BE EVERGREEN AND 5 GAL. MINIMUM SIZE t0 MEET CODE REQUIREMENTS. HIBISCUS 9YRIACUS iZ09E OF SHARON ALL STREET TREES TO BE SELECTED FROM CITY OF SPRINGFIELD APPROVED HAMMAMELIS MOLLIS WITCH HAZEL STREET TREE LIST AND PLANTED AT REQUIRED MINIMUM 2" CALIPER AT PLANTING LLEX AQUIFOLIUM ENGLISH HOLLY SIZES OR LARGER. LLEX CRENATA CONVEXA JAPANESE HOLLY 2. EXISTING AUTOMATIC IRRIGATION CONTROLLER TO BE USED FOR NEW AUTOMATIC MAHONIA AUQUIFOLIUM OREGON GRAPE IRRIGATION SYSTEMS. MAHONIA REPENS CREEPING MAHONIA SALINA STRAWBERRY CLOVER, AND MYRIGA GALIFORMCA PACIFIC WAX MYRTLE PERMEABLE CONC. NANDINA DOMESTICA HEAVENLY BAMBOO I PHOTINIA 6LABRA JAPANESE PHOTINIA PIERIS JAPONICA JAPANESE PIERIS POLYST[GHUM MUNITUM SWORD FERN ROUND GREEN COVER, WITH LITTLE OR No 1'RUNUSLAURACEAUS'OTTOLUYKEN' OTTO LUYKEN LAUREL , < v> .« RHODODENDRON RHODODENDRON %   'J_ VAGGINIUM OVATUM EVERGREEN HUCKLEBERRY _Gr j\ - VIBURNUM TINUS'SPRIN6 BOUQUET' SPRING BOUQUET VIBURNUM  1310-SWALE SEED MIX- i 1 cz Ki W 2 t 0 0 CLUSTER OAKS (12) SHi 05 .: r19 ill / ' li -1 I1I 0 i p® it Ill '•.: - '•. - =..' I ij I  I--- ...... -• I ' I I !:.. '; : I  24 ,1 25 1I !I : .:: 3 SHRUB5 s i" I: I 11 ' ( C.•: cONC. If- . ::.: -: , ____ -- ' 1I II-_ : - .-' _ , = z 1 PERMEABLE PAVERS I I I 1--- I -_ I i I I _ -- f1 I ,.;:•:.:... .f a ::v. t "v ` I (2)DOGWOOD ,..: {..:::::. Fi,` t:, i :::r.. I WAREHOUSE 16 17  MIN. T' I I '` GROUND GOVERI :fr FOR CLIMBING I 15 18 i ! .> ` ;.. f 6) CLIMBING I 19 :h }. ' j '` CLEMA115 ' PERMEABLE _11111 I.... O 13 • PAVERS 20 "'.. i ! if W i ill m ' PERMEABLE j jl 12 21 PAVERS i Q i II. 11 22 L _ 'I - i 10 23 - ® -- _-- --- -- EXIST. PAVING .. I - (12) SHRUBS - 0 6 SHR05 (7) SHRUi`35 3 MAGNOLIA 4" DIA. N89 34'00"E,355.001 (2) CRAWLING VINES uan ECO -LAWN .. • . GROUND COVER BARK -O -MULCH 6'WOOD FENCE CONCRETE SIDEWALK SHRUBS ow CRAWLING VINE "" NEW TREE EXISTING TREE 0 r. RETAINING WALL _-===r== N G EARTHWORK ANALYSIS Job no. Project: Cafeto CUTS raw cut (includes 2" Stripping) FILLS raw fills (after Stripping) subtotal PERMEABLE PAVERS SECTION Subtotal SF GRAVEL SECTION Subtotal SF TOtaINOTE: 1. SEE BUILDING ELEVATIONS FOR DOWNSPOUTS & DOWN LIGHTS 2. NO PARKING -FIRE LANE SIGNAGE TO 5E POSTED AS PER SPRINGFIELD  / FIRE DAPARTMENT AT DRIVEWAYS. 3. FREE STANDING LIGHT FIXTURE 15' MAX 12' MAX IF WITHIN 50' OF A RESIDENTIAL DISTRICT WETLAND, RIPARIAN OR SIMILAR PROTECTED AREA 0 z LEGEND 0 EASTERN EDGE OF PROPERTY SERIES #11C Wl F 6 8 S.F. » Roo AREA 71 5. ::.:::::::..:::::.:::.:.:.::. ::::.:.._::•:.:::.:.:.::::::::. IMPERVIOUS 6IDI =WALK 7.} 7 .x sY ryc{ R 7sd3+ }}pY } y ry j Ott Kct5 t k b L ( k} 71 !"  1. d "iQaX !Fed•''tR x7x. •'' -'. .R13 R8QYk 3 t71 0..!.. }1d\l! v\,0 :1ie a01Ke•: is\ .?R{sE ',fiCf, It t:N 3f,:5 2.:iAZ l.iD. p¢,atd'A r'.l.d .r., -. - _ - _ - - -•__ -- - -• -- - -- .. _.. I g : .: 4" k'P,; • .., ., :..}.: .tea. .. €, a6 >rr ' >? :c.'`Ya.y y g up -N- :)Rp'ti..y :y' .11 ..;.;.: :.. ....., Fb .. .R .•.C4', : .. .. .:r 4..:.. : - h- .., (., ..`F,E\Y'k ., ,  R, Y &°t _fe:, n,.a.l,f ig >9oB... -N- -- ii.2ra'i,eFBk I- I _ - - - _ _ - - - - - _ t -• : t:5y, q petty tp F Y,,y ¢ y t y & C j, g,y ,fit g, rya ac. p ` sgwj y.p; "P"' 1. 'k f:'., a• .l2'+i:, F.lfi tF.. . - c*?: CS ' #. °['aT.Y2; f' .wxk a..i: 32i oj5: sbYt,:lb lY ,= 'f't ?C b,C 7 . b `li`i'b8 }f }sG .l,:., Ir f PERMEABLE PAVERS Cud DRIVEWAY 12 LZ-.Z &PARKING AREA 13,148 S.F. \ a S   c rr :{ r pro "  u r €s €t  e ,  rP po.. i}t q0qqpyyp i., $ ,f $qy.f dh 2v2 ti •- 'yc G C b: I— qy - iW'PAi•YBti/lidx"ia.. n' k:','ialR. +- iR'it'Sa %':. b ;l.Lirt:'.`t i«e r.: 1. le! '3..48:iktdCtfiF'S!- 3k'lh6iC: dF.,yy,., ... yy,,.qq: .yv .yp' pbp:..:•'.: 5,',.,, y,' ,•.cti¢- cy;y.rt,',"d:gP,,C ,y 1 $•. :.: :'' '. ': ::.:" ':.; :'. ': =. :.' :::.;. -`.. ':.: : .. ..,i:. .. ... " .. -. .:.iC=M...F`,'. :itOrE#1Yil d S:dJWi c 5o.$%..'LU a35!u*t DSx`7 ?3F'f D5 4" PIA. SCHEDULE 40 PVC PIPE ...•. ... ' . fi    " &. 0  €°   . -Si..:. .111.1111, : , - - ROOF DOWNSPOUT } r' r p, y x e gam{ gg ,)t  Y q4 ti8 Ri 6. .i- y38EiS RdtdE: if1 t SiF x Ili A7dIg } `Y; .v } x y t t Y Y.i ITS ig Qp p WIW 'fir Ay - . g utp. fiq l •y2py:,: 1 M kiAk it F.OVe/. '2oF: ki R , R s. .:': '.. P : r s . gg.vY.- tj_ u N # JYA < d \ ' i PROPERTY CHARACTERISTICS - ROLLING HILLS AND . ° . ". , 1. . 1h .. . ..: ':' ..:' .. .. ::.:: .:::.... .. : :.:: • ',_: :. ., , y!°` .:. .: .. :' '" ::::... :. .x :: Y2. ..t 4' < :. 4 iS+_SiF.. V ..AD`., ?bt.._iQiniw.f ..:a,:.a.,n U K K Y x o- `. t } v ' }! :' > w Q- t,•• .. . Xa e {P, }` i. t b i° t : Q 1. prix K 'SPF `Y' TYI^F  x 11 I 3f3 ?: € *, ,t 'a ° :1 iQe' F (t >± . C i ia` a` i k° `I'. #.'• -: ` R A '% R a.lr [: ". 1. o _ _ , pa ':.-. p y,eta't Yro - e ;10..4 _ :: 16 ilkti4ixl {, i i ' i Eu :'i u 8 ,° i t a` 3 .;- o t, ck , 4<   a y ( c i . : ,. .. Fs ..i.F Nk Nk. !. k• - e AND DOUGLAS FIR INTERSPERSE WITH GRASSY 1. 0.3 ..:-,` :: -:. . :....:u 11 C ;. a ..:. Y ... {r .pt. tsr. + g P: A AND BUSHY AREAS. x :: Y ..:: Q t'fvia':' w y yv ;h, tea, alp i4Fr i eiv, Payt y,y,Yit ? y tI et,!sa,.ii'•A y • fray Bf 4SErc : .. -: I. I '^' ,..' :: Ai +74QY3i' ikl.7.4 9r07&'+73e.`y'ktf:_ "k4 Fe: FItNT >#:[ef':,.i91T.:7': Ei+,Fy #H RY1at 1t8N 1. . 1.1 i da. t . _ ,. 11 .: : fi : . 6 + .1 ,- , A # €'i .-,, `€) : :'4" .. '0'' ' P  i.'.:.I  i : ` : ilot :I ::1w  . a: \  \ e .. _ .. 5' 'As ..:.. .  . U e - 431I A (qq:aa¢{$.:i:: pg :RR':p. .7'i7e \ } y _. _:yam. p t k `q pq qa a sy..p 9 ({Yry :} t.S .. y. } 1a gC,y 6,. k {q t 1. 'K.bA1 -: d,. lDt".Y:t a`5 .,a\.. .. J.,iB6t 3.74L6 , .IV} YK6aFt•11.fi n i3:i ':i ki•Yitt yi 3.a177a61!.R`'W4 .' ?fl! '. fdM'T(:SF.k35}R. F1t{V.` ::li' :.. '>il2 . . p` . , t  R '•':: : .:. 1. r 4' #5 3ata, . 1. 4t! '.:' .. .f f ill t wN U DISTURBED CONSTRUCTION AREA 15 LESS THAN 1 ACRE. .a'i'. -' u%+ -Of :. 3. E•.: '1' :':!Y :T:'^.N-Sf 4.'f. .`17... ... ,i; :. ..'7S -,.: heel, .!.y ,..y. ,/'y... '( .y (• p.f..t - .\y Apt: $('( Ott•\ lifY{. '' A ' 11 .. :. .Y .: :.. ..:. .. . . .: -.. •,',, n.':.k. .. . :':'. `.: *'.: '..',. :...,:::`M, tit :.,Ek "iY; :'Yr.:''Y:: }aYl'.?,'{d`:'v' Ji=it.:VRi'M Ja7k i:l l.yF.R:.l'9 ":. 0  : J"i0 ., If^ {p; }j, { ., * } [yy d yy yr. .., q X ... ] x}' ". - ` {`t' ..d:, > 'a}. ::, ....{ '`. ht 1 1 . : -. : : I'll .11 tid?i 4, 1- u t y'iOC : Lr T l3 - • T.,, ,.  "' S  S- , it ". , .' ` OL` s14 ..::  a YKSa`.Z. .a q.'. vi lq j' ,} t ..y. ..' `•\ ,.. .} .. a Px __ ...  ,o #et +itq eye{y In Ltd pLFat dx ty } y 7 ,y /y d} '!Lfii 7s kD f3alb 'ii3f;N + Yt.L7 tYR7C XaSYi6 Y2 iLfif:liR'.}aidKRpbik 1. I H "'"t _ ', .. Aa €` : 9!& v  c " ` ` 'aY `7? :e n i : af' :3s «?4• :ii 'i ` : ai:z '' N t 11 I ...: .:.. ....:..p, 1. PROTIME: 705 PDX ECOLOGY SEED MIX ,y;; . ' a . I'll yy.Y yy y ,kx Ky FY i .Ili i.i. * `i . : '}K4i"•iW ' : 7.y.}: ;g:.c y.p •(,ry +,} ,:. x-  Fep y2 y gyp. ..N > :.=::t .: >`': T #X ttdi..y. r •. :4d -: rte+ pat p' -. `qss  :a,' t4Y.,: tf;'1 y: ., ,.;. .... : kF ,,tFk` .l. •4K1`k1k` i 11. i3.3" iv 7 .2 Ot Ki.d't1d .. ?wt &i.Y «, :2wi. ?y: Qof t .r !t F.l -: `E"'l:'i. YiV.'.a G:"K'.:;?i..,l. !:S ..:: 11 : 0 11 1 .' '?t?M7; xF`k .:A`rF(e\:W:v11i1@ : si4 Str the 11A iC'i1F .5ti16wg•i ic'l•;8i1n0! 8.5 ie aC . i•R€ Ldit : -I .Q}iNitxE% al•`ai.42:':Y2'il. AR %Rt ai, .b`ai... 1. L. y4os  + ?,  _ b * =kR f rkv fie tebk r iiSa"t j  i  aL ' : w. -'° .' I ,1 ! nr g ! 1. g ! k e: *ac .. ` :: dam- cx: A . -:: : '` .a.. :' t'' ' . i    #. E r e k 'a iak $fir -.*.' r is S i' i°a a °.., . :a Si r a i'.. S a i mom, ' fi° 11.1 .. , . EUEKA HARD FESCUE 15% 11 gyp$p$ ¢YY¢ .}}aaii. Xy fp .pc $ a QjQp t }  Q j. l y Q$, xvi :. w{v' .¢y ids{ Si [:  }g 'c. yay Yy } a 11 ]PP> . :14 {ZX - - F . gfF'16; .ki12j ,SlJ 7.X bi. k =([  k i Kl :[•1 e r".frt Y". : i .12rK. aV1'F•M• F': AY J/`  .«)\t1 . }}'t:, Kai y`•PYtt ifH3. ,. 11 =^R.T•lR -Pay11X KY.'l:AT:'`'iOd''. . - 1. AMA '. { !S. :.. .: :..1'hT py F .- } L{ix  • 1tl.., m d J1 W MY'd„1i•5  '51. 1.7i -M& Yat : i 3 ASdi io k :il .?`yaall lA' \ 'i`Rta R7, ffC@ b, iS',1 X` .1 K ,T k% ,.+ kF .i. ;: .. . -,.V b?4Witl DWARF YARROW, DUTCHWHITE CLOVER, ..yr S} *.. t ?yot : y,{{ p—- I pg.]{ „' I ,q y 1}. p. '$ } Tp.c'j qg,• r.ry.. {Py t b*1e? { + 1Q &1i• *i.V 'iis'7t `i A.; `ktf0'di r0:.:iy liA`i6' 4'w''`*'3 4A.3u1`,.E:.i:Y ;4kE k'If :k411, } -'{de ?'Mf!•1,' .§, t•1 .,T !@l+S .a,.a,ln , 11 3. : .` sc ick# : xxlgr l 't ' , i- ...-d id  . `$d` 3$ telr 1& `  €a K ': ' t% $ E R m i -:. €'  .11 SALINA STRAWBERRY CLOVER, AND PERMEABLE CONC. SWEET ALYSSUM 25% I GENERAL NOTES LAND PRAINAGE LEGENP - I SOILS SERIES #43C DIXONVILLE- PHILOMATH HAZELAIR COMPLEX OCONSTRUCTION ENTRANCE 2 " -3" OPEN ROCK, LINED WITH FABRICK,12'X50' AREA, MINIMUM OCONCRETE WASHOUT USE HAY13ALE.S TO ENCL05E A 4'X5'+/- CONCRETE WASHOUT AREA WITH 10 MIL PLASTIC LINER DRAPED OVER THE HAYBALES AND STACKED DOWN INTO BALES. REMOVE ALL WASTE CONCRETE MATERIALS FROM SITE. OCATCH BASIN SEDIMENTATION USE CITY APPROVED CATCH BASIN SEDIMENTATION BAGS FOR STREET CATCH BA51N PROTECTION OF WATER RUN OFF `:J EXCAVATED SIDEWALK PROVIDE OPEN ROCK BASE, 4" DEPTH, AT SIDEWALK LOCATIONS AT STREET SIDE OF PROPERTY. 0 EROSION SEDIMENT FENCE CONTROL USE HAYBALES TO ESTABLISH 50UNDARY OF CONSTRUCTION SITE INFLUENCE ON IMMEDIATE SLOUGH TOP OF SANK & PROVIDE INLET PROTECTION AT EXISTING PUBLIC R.O.W. MARCOLA ROAD STORM CATCH BASIN & PROVIDE ROCK CONSTRUCION ENTRY : D ,As r%tl ',V,r pm I mo# t- m I - I i NQ 1 oP 7 pages fir1w, mmm-W, L; Eftft EASTERN EDGE OF PROPERTY SERIES #11C Wl NORTHEAST SERIES #43E DIXONVILLE- PHILOMATH U ftQ o HAZELAIR COMPLEX (12 - 35% SLOPES) AND EXTREME  12 NORTHEAST SERIES #11C (3 -12% SLOPES) & 11P SELLPINE SILTY CLAY LOAM (12 - 20% SLOPES) . oor--q PROPERTY CHARACTERISTICS - ROLLING HILLS AND 94 ° Ittl U AND TOE SLOPES, WITH SCATTERED WHITE. OAK N o AND DOUGLAS FIR INTERSPERSE WITH GRASSY AND BUSHY AREAS. CITY OF SPRINGFIELD LOCAL WETLAND INVENTORY Qo Q IDENTIFIES AS NOT WETLAND AREA. 4t! W. U wN U DISTURBED CONSTRUCTION AREA 15 LESS THAN 1 ACRE. PW 0  ECO -LAWN (HOB135 & HOPKINS) ECOLOGY MIXES  ,o v P..4 H "'"t 1. PROTIME: 705 PDX ECOLOGY SEED MIX (1) !:S PR8820 PERENNIAL RYEGRASS 55% EUEKA HARD FESCUE 15% WILDFLOWER AND FLOWER SEED MIX: DWARF YARROW, DUTCHWHITE CLOVER, SALINA STRAWBERRY CLOVER, AND 1!111111114  SWEET ALYSSUM 25% ' `" 11' THIS MIX 15 DESIGNED TO FORM A YEAR / I ti, <, < > ROUND GREEN COVER, WITH LITTLE OR No , < v> .« IRRIGATION REQUIRED. STARTER FERTILIZER lil: I5 RECOMMENDED BUT ADDITIONAL ```'`, FERTILIZER 15 USUALLY NOT REQUIRED. . * } MOWING 15 OPTIONAL. SEEDING RATE 151.5 :.X- ,: i..'l };:,tiv 3 `'`} TO 2 165. PER 1000 SQUARE FEET, :.::,::. :,`. :..-. . `ii"*`' :::;:: < " DEPENDING UPON SLOPE. '' 2. FLEUR DE LAWN- THIS ECO -LAWN MIX WILL l ` > >1. BE LOCATED AT STREET SIDE OF UNIT - A & SOUTH SIDE OF ENTRY DRIVE. 15R PRO -TIME FLEUR DE LAWN, DEVELOPED AT A3 05U, 15 A LOW MAINTENANCE FLOWERING LAWN. IT REQUIRES LITTLE OR NO MOWING, NO IRRIGATION AFTER ESTABLISHMENT, & NO FERTILIZER AFTER ESTABLISHEMENT. SMALL FLOWERS & LOW - GROWING STRAWBERRY CLOVER COMBINE W/ A SPECAIL VARIETY OF DWARF PERENNIAL RYEGRASS. OCONSTRUCTION ENTRANCE 2 " -3" OPEN ROCK, LINED WITH FABRICK,12'X50' AREA, MINIMUM OCONCRETE WASHOUT USE HAY13ALE.S TO ENCL05E A 4'X5'+/- CONCRETE WASHOUT AREA WITH 10 MIL PLASTIC LINER DRAPED OVER THE HAYBALES AND STACKED DOWN INTO BALES. REMOVE ALL WASTE CONCRETE MATERIALS FROM SITE. OCATCH BASIN SEDIMENTATION USE CITY APPROVED CATCH BASIN SEDIMENTATION BAGS FOR STREET CATCH BA51N PROTECTION OF WATER RUN OFF `:J EXCAVATED SIDEWALK PROVIDE OPEN ROCK BASE, 4" DEPTH, AT SIDEWALK LOCATIONS AT STREET SIDE OF PROPERTY. 0 EROSION SEDIMENT FENCE CONTROL USE HAYBALES TO ESTABLISH 50UNDARY OF CONSTRUCTION SITE INFLUENCE ON IMMEDIATE SLOUGH TOP OF SANK & PROVIDE INLET PROTECTION AT EXISTING PUBLIC R.O.W. MARCOLA ROAD STORM CATCH BASIN & PROVIDE ROCK CONSTRUCION ENTRY : D ,As r%tl ',V,r pm I mo# t- m I - I i NQ 1 oP 7 pages fir1w, mmm-W, L; Eftft  U ftQ o  12 111 . oor--q 94 U Ittl U w o Qo Q 4t! W. U wN U ---t PW 0   q!!  ,o v P..4 H "'"t cc (1) !:S 4 4m 0 • • . PROJECT: 06 DATE: 9/21/12 DRAWN BY: AS DESIGNED BY: AP REVISION: - N 6'D-v 41 Z 4 .., / a sue.' vs 'f F 0 011W Landscape Plan Stormwater Drainage t J 1 O U 3 SHEET 4 OF 4 A4