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Home My WebLink AboutPlan, Tentative APPLICANT 3/11/2011 . VICINITY.MAP N. T.S. AI ,-:i~ L ~" I - ~ ~ ~G i fJ~J /,/ I , ~'(; ~ I _ \ _ I I ~, \ I / .i ---, ~_ _~ J ,I l \ · I i I ~_ -'~~F-;~\\~-== ~J--~<$l~' -~n 9J ';;~~'~,'AI ~- ~ ~>~ - 0'; 2,.. i ill I-~ \ r ..^n, I ~l y / ~ ~~ -.-l___~ 1- \~A I NORTH /) f(( I ) ""'A - '--0 --C .,~ ~\ \ ~ ( ~ (~ '\ v ~"') __/::/'(~~/~:J ~ _~, '!::~', ~>---.J ~ 8. ~,,~ ~ "- / \> ~ I -- ~ ~t ~~, ~ ~ 'r- "\ / ~ "':":-. '"",--V'--1~ J '^'-t .,' - - - \\ l~ , ;~h,) ~ ____I -~"" \/, l\ )1 J~- ! \ ~ '\. ~ ( \ 6{ '. I CODE ANALYSIS I:-OCA TION: ASSESSOR'S MAP:. SITE AREA: PROPOSED USE:_ LAND USE CODE ANALYSIS. BASED UPON CITY OF SPRINGFIELD DEVELOPMENT CODE (SDC) lONE: CC- COMMUNITY COMMERCIAL GLENWOOD REFINEMENT PLAN (COMMERCIAL INDUSTRIAL MIXED USE) MINIMUM LOT SIZE: 6,000 SF (O.K.'t MINIMUM FRONTAGE: 50 FEET (O.K.). MINIMUM LANDSCAPE I. NO MINIMUM OR MAXIMUM STANDARDS LISTED FOR ZONE ~ SPACE: ' MINIMUM BUILDING, 10 F.EET. FRONT AND INTERIOR YARDS (O.K.) SETBACK: MINIMUM PARKING 5 FEET, FRONT AND INTERIOR YARDS (O.K.) SETBACK: . MAXIMUM BUILDING NO MAXIMUM SINCE SITE IS NOT ADJACENT TO A RESIDENTIAL ZONE HEIGHT: FENCING: FRONT YARD: 6' MAXIMUM HEIGHT, 5' MINIMUM SETBACK SIDE YARD: 6' MAXIMUM HEIGHT, NO MINIMUM SETBACK REAR YARD: 6' MAXIMUM HEIGHT, NO MINIMUM SETBACK MOTOR VEHICLE pARKING: MINIMUM- (1) PER 300 SF OF FLOOR AREA 19,900 SF / 300= 67 PARKING SPACES REQUIRED 85 PARKING SPACES PROVIDED (O.K.) alCYCLE PARKING: 30% OF PARKING SPACES MAY BE DESIGNATED AS COMPACT 85 x 0.30= 25 25 COMPACTED SPACES PROVIDED (O.K.) (1) PER 3,000, SF OF FLOOR AREA 25% LONG TERM, 75% SHORT TERM 19,900 SF / 3,000= 7 SPACES REQUIRED I 2 LONG- TERM SPACES REQUIRED 5 SHORT-TERM SPACES REQUIRED 2 LONG- TERM SPACES PROVIDED (p.K.) 5 SHORT-TERM SPACES PROVIDED (O.K.) SIGNS (SMC 8.200): WALL SIGNS: (3) ALLOWED TOTALING 350 SF FOR ALL FACES FREESTANDING: (1) ALLOWED. 100 SF PER FACE. 200 SF TOTAL PRELIMINARY BUILDING CODE ANALYSIS BASED UPON 2009 INTERNATIONAL BUILDING CODE, ADOPTED IN 2010 AS OREGON STRUCTURAL SPECIALTY CODE u Q. V) ....., u (J) ~ .s::::. u s.... <C ", o o ~ .... GJ .c en OCCUPANCY: CONSTRUCTION TYPE: ALLOWABLE AREA: BUSINESS GROUP B TYPE VB, FULLY SPRINKLERED BASE ALLOWABLE AREA, 9,000 SF PER FLOOR INCREASE ALLOWED FOR FULLY SPRINKLERED BUILDING WITH INCREASES 27,000 SF PER FLOOR ALLOWED (O.K.) 2-STORY BUILDING AREA ALLOWED TO BE INCREASED BY (2) 52,000 SF TOTAL BUILDING AREA ALLOWED (O.K.) c o en .... .... GJ ...a o a:: ..- ..- o N (Q) I Franklin Boulevard, Eugene, OR 97403- SITE REVIEW SUBMISSION VIEW FROM NORTH SHEET INDEX DESIGN TEAM GO PROJECT INFORMATION TOPOGRAPHIC SURVEY LO SITE ASSESSMENT OF EXISTING CONDITIONS L1 SITE PLAN L2 VERTICAL CONTROL PLAN L3 LANDSCAPE PLAN C1 CIVIL NOTES, LEGEND, AND ABBREVIATIONS C2 STORM DRAINAGE AND UTILITY PLAN E1 SITE ELECTRICAL PLAN A1 FLOOR PLANS/EXTERIOR ELEVATIONS APPLICANT /PROPERTY OWNER: GLEN WOOD , OP, LLC c/o FRANK GIBSON HUTCHINSON, COX, COONS, DUPRIEST & SHERLOCK P.C. 777 HIGH STREET EUGENE, OR 97401 541-686-9160 541-343-8693 (FAX) ARCHITECT IAPPLlCANTS REPRESENTATIVE: ROBERTSONISHERWOODIARCHITECTS pc - 132 E. BROADWAY, SUITE 540 EUGENE, OR 97401 541-342-8077 541-345-4302 (FAX) CONTACT: SCOTT STOLARCZYK, AlA to CIVIL ENGINEER: KPFF . CONSULTING ENGINEERS 1201 OAK STREET, SUITE 100 EUGENE, OR 97401 541-684-4902 541-684-4909 (FAX) CONTACT: ANNA BACKUS LANDSCAPE ARCHITECT: CAMERON MCCARTHY LANDSCAPE ARCHITECTS 160 EAST BROADWAY EUGENE. OR 97401 541-485-7385 541-485-7389 (FAX) CONTACT: JUSTIN LANPHEAR, ASLA .~ Date Received: :~~-~ ~- ~ GlIDl(jJocd Of) L-LL- I 0+ 10 IJ~ Original SubmittaL MAR 1 1 2011 u a. V) I ,j U (]) I ,J . E o u -ci o o ~ '- (1) .c. V') e: o V) -- s.- (1) .0 o s.- :i 3: 3: PROE~CT SITE. 3500 BLOCK OF FRANKLIN BOULEVARD, EUGENE (GLEN WOOD), OREGON SOUTH SIDE OF FRANKLIN BETWEEN GLENWOODBL VD AND HENDERSON A VE. 17-03-34-31, TAX LOT 900 17-03-34-34, TAX LOT 201 75,666 SF, TOTAL (1.73 ACRES) MEDICAL OFFICE, 19.900 SF TOTAL r- U L- <( " o o ~ I.. CU ,.c en c o en ..... ... CU .a o 0:: to- to-N 00 COM .oq- N . ~LO P)~ ,.... ,.... oq-oq- LOLO A.I.L. - 0 oq- LO (1) -- .:::; .- (/)0 ..oq- . .>."- coQ\ 3: e: "00 COO' 0(1) '- s.- 000 ...... .. V) (1) COe: LLJ(1) NO' M::l ,.... W . . ttf!:. O~ (/)0 (/) . . I- ~<( m~ ::::>0:: (/)0 3:~ w' >1- wU Cl::LLJ wI I-~ (/)0. V) V) >- en c 3: co s- o '"0 (]) ~ u (]) .c. U GO "M "Eo to "lit >..... .!!O\ ::Ie: o 0 000 e:4V - .... :reo c .. to<1J .... e: U-<1J xO x::l xllJ x ~ c .- ~ - .- ::s In GI U -- .... .... o - ca u -- ~ GI ~ a.. o ~ o o ~ C GI - C) ,... ,... o N :I: U 0:: <( :E -+-' U (]) 0 (]) 10 .,... "e- o Q. N ,... o .,... ------ ---- ----- R1HEAS1 , fROM 1HE NO AVENUE J>.,PPRO)(\M":{~MN~~O 10 liEt-IOERSON PROPER1'< -- --- --- ------- ---- -- ~ - -- ---= 'WAY LINE _-~ vilOE RIG1.i.'f=Q!::---~ CURB CUi -~ -- 1 2 6 -------0 G H~tT A Y U · S .~~=-BbULyflYI2)- =-=-JXffIJiKb_LN_=_-- ~ ----====- ---=:::: ----= ~ ---:::::::: --=:= 26.95' ---:::::::: S81052'28"W .-- q, !o. .:?(j ~ 'Slull ~lO~-- ~ G --- --- 14TH STREET 15TH STREET LTD PROPERTY w > <( z o (I) a::: w o z W :J: \ 17TH AVENUE EAST ~ 00 <0\ <9 ~ G~ ~~ I I 43~56' ( I ,I AC I , ,WtiTRIC 'I I STEEl. POST 8c 437 :49' ~LECTRlC PANEl AC 1-' I () , I B LLBOARD I () I I \ I ~II~ Jig: -I I / I ,:;'~; ll~ { I g I 1,5 I I I Z I I I I~ \ ,:;'~ I B ~ III~ I' I / 001 " \ I ~'~!l~~" 15' WIDE priVATE J. /~ SANIT ARY SElNER --I I n- EASEMENT I 7.5' I I I i. I I J~ '~x II \ l~' V~ 0.11\ I I ;~' I II , I ~~ I J I~ , , I Ul ~~ I ~. I I g: ~I xl iJ- ,----- , ~ I ~ hJ , I I // ',~<P I ~- I I I I x {R- I I / , ~ ':- I ,I / I of2. I \ }f/I \ ,:;'~ I "~, I '1'- ( " \ x \B I I I ",-_", \ I ~ I "I ~", ~ \ 1 .~?-:: I '1 ,,, ~"o<{. ~~" I ()'l-./ ~~ "'~" $>' x ~ \., ll~g ,! i III FD. :;/ · ~ "'--.... w - - J S / 3 _ A C -< 3 - ~ ~ - S \. ~ l.l-p II' ~~ ,I "................__ \.. ~ !I 1 ' ____ )\ .... )\ I I' , l}.~ I SANITARY SEWER "'Y1 4 :", ~ 7, I .l: S8802~;E. 2;;46' ....-.... CLEANOUTS ~ j '~ I ~~ \ APPRox. I.E- 432.20;,/ 0 '. : f I $'"", $'1> .$'{Y " ,:.,l \ /~ 4" CHERRY 1 f,' / x x $~ \ /' ~':) TREE fQ~ . I \ $' .$')" l' 91 I \ .. ~, I w<-''') I I <~ \ Ie 1 I TAX LOT \ . L I I L 20 1 ~ ,.)<-1 " r',.;1 / ifJ .. \ II .w<t)'Y I J 9 ~~~ x J ~ yl./.$' .. <, if' PARCEL #2 _,./ 0.686 ACRES --- I I /' ~~ I ' ~ 29886 SQ. FT. / I :< I I..~ ~~ ~ V V V V V / V ~ PQE / l' :;r:2" ~QUARE ~CRETE 91 / \ BLOCKS ~ ~rO t<~ II If ~~'i,,,," l .$'. !. <$ '1/ I ~ I '1Y,\ //' ~txC:P ~ .,.. I \ ---~-"'" J' .. - r--- I .. 0 ~I 0 0 '--&---' 0 I ' \ ~~. 112" SQUARE CONCRETE ..l~ '-, I BLOCKS ri ~~" ROOF ~1 I I ~. ~, ........ DRAIN) \; I I :!l ~ ,if'" ~", .~ · /--- bl ~. I I ..."J<-'"':' $>~ xt;t x // fg\ .' 'I xII< X "..___- ~~~ I 10 12" SQUARE "./ (? ~ : .~'" 0 I CONCRETE ;/ X...-P~ . 4 437.32' , fI1. '0 BLOCKS II<~' ojo( ~d' x LOT 9 ~f\\ ~~~ _____________________#-~UWN~~TB~~E/L------------------- "" 2 80' x' ~ ~ ~ 437.57' . ~ . . ~ S ~ (~.. 9;)1)< ~ 437.'x ~' " 43581' v V~V)~ N89035'00"~ .;>'o'? ~24..32' H "~:,r..L ~'o' .,~ '\ (), n n ~. -... -_1 . v.. ",' .. , ~IIIII." I ..'1'1\01...""...."._.., .....'" ~."" ). ~" '-4r'~-P-t. A~~_,._~436.00'Q G -o--l, ::; C--- 3. G" ....~ 'J ~G---""'.-G'~ G C ., ~. ' _-. 'J ::. _ (; 436;5 4~'fi:. r43.... - --_ ROCK~ II%> - _ .t31o! ~---.......... I GAS RISER 437.35' 437.4J,:..._----~:OO=-. 437.3.2r"T. j "'. ,-UGP- --- ~ ..;\l;,.."1ii . - 437.88'- ---..-- ~- AC'" At' .A.C-;.' T l. - , BOLLARD 436.96 AC _ ~ ,,- lIGHT BOX 437.25 . As:: ~i.741 ~1' W~DE :S~.;;~L-;;IK".E ;AT~i'ir""\1 . vt W~R~_~AY ~E;r-V,I 437.:8.()~\1'-1 ~ ~.63' W ~:::::: 43784' 437.64' REEL 2483R. INSTR. NO. 9890568 AC _ HAC " AC 437.89' .~-~ AC' I AC Il If it 0 AC. ~__.IP"'" 11........;-- ,___;: . II 437.68' . 4~?72:." .,".... IJCt> STREET /..". ----------~ _----- 438.07 l~~-...tf::"l ,,~-_IoQ- 1..'-:-'1:' ......n_..AL:!... ,,1/""., ,..J,'f8r.: .. ,~ ' ,,'iJ2;..-- ........_ LIGHT BOX ROCKS ( ........-. 4"7.96' AC . ~p~ ~~: ~.- '---'''- .' . .~ OJ 43827''''' J --i38;G ,~ SfRCET ll---.-- .L __ ____~ ~___~~8.3~______~C~______ .................~-.'~ )( )( )( ~_~_~IGHT BOX X-.:::--)("---x---)"(- -X----X---)(- '))( X )( )(" )( X )(")( )( )( )~ l ~r~ SSMH RIM: 437.66' I I.E. 428.50' (8f1)NI 428.60' (4") S-2 LINES I 429.50' (4") I SE.SW \ \ ASPHALT \ DRIVEW A Y \ x x ~ g,-~ ~ ----- -----;AY LINE ~ _------mGRT-O'F- ---- tJ& '., FD. P.K. NAIL \ S89003' 33"E, 3.34' FROM CALC. C~R ',l"Tl , q , ~ , ~~ ' \\g I 5 , ~ I ~ \ g /,-~ ?6 // // \\ VICINITY MAP NOT TO SCALE 250' APPRO)(\MA 1~5~lHWEST fROM 1HE CORNER ........- PROPER~~OOO 8L VO. 10 GLEr't __---- ------ --- PROPERTY DESCRIPTION --....\./~ )( GAtE I ElECTRIC I STUB UP 0 ...."""""\ -----~... ./// I \~ -........ I ----- . (') ----- ~I ~ ~........ ~ ~. (') -, ~~ ~ I ;:0 ~, ~ x~, : x#' x 1 fTl I ~ I F l TOP (F WALL r ELEv.1440.77' I . , FD. 5/8" IRON REBA I k & YELLOW PLASTIC CPt ! ~2' C, 2 ' ~ I ,/"OM CALC. COR. Fol =1 ~, .=;< ~-' ! (J) I i ~I f;1 ^I ~ C\'P ~, ~ -I. I ro , ~ I 01 I ~ I I ----- I ------M6 I 4> ........'" .;>'0' "'........ I " ................""- I f!.)'O -- I ~ . ........""'--- , x ---__ I ~ ~'" $>' I '" I I I" .~ , I ASP HAL T PARKING AREA A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF SECTION 34, TOWNSHIP 17 SOUTH. RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHWEST CORNER OF LOT 10, GLENWOOD PARK AS PLATTED AND RECORDED IN BOOK "T", PAGE 480, LANE COUNTY DEED RECORDS. LANE COUNTY, OREGON; THENCE ALONG THE WEST BOUNDARY OF SAID LOT 10, SOUTH 0025' 00" EAST, 11.46 FEET TO A POINT REFERENCED BY A P.K. NAIL AND WASHER SET ON THE SOUTHERL Y BOUNDARY OF THAT TRACT OF LAND CONVEYED TO LANE TRANSIT DISTRICT BY DEED RECORDED JUNE. 8, 2006, RECEPTION NO. 2006-039900. OFFICIAL RECORDS OF LANE COUNTY. OREGON. SAID POINT MARKS THE POINT OF BEGINNNG OF THIS TRACT OF LAND; THENCE CONTINUING ALONG THE WEST BOUNDARY OF LOT 10 AND ITS SOUTHERL Y PROJECTION, SOUTH 0025' 00" EAST, 321.08 FEET TO A POINT REFERENCED BY A 5/8" IRON REBAR SET ON THE NORTHERLY LINE OF 14TH STREET. IF THE SAME IS EXTENDED WEST; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF 14TH STREET, IF SO EXTENDED, NORTH 89035' 00" EAST, 224.32 FEET TO A POINT REFERENCED BY A 5/8" IRON REBAR; THENCE PARALLEL WITH THE WEST BOUNDARY OF SAID LOT 10, NORTH 0025' 00" WEST, 361.77 FEET TO A POINT REFERENCED BY A P.K. NAIL AND WASHER SET ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. HIGHWAY 126 (FRANKLIN BOULEVARD); THENCE ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID U.S. HIGHWAY 126, SOUTH 81052' 28" WEST, 26.95 FEET TO A POINT REFERENCED BY A P.K. NAIL AND WASHER MARKING THE NORTHEAST CORNER OF SAID TRACT OF LAND CONVEYED TO LANE TRANSIT DISTRICT; THENCE ALONG THE EAST BOUNDARY OF SAID LANE TRANSIT DISTRICT TRACT, SOUTH 2030' 15" EAST, 10.58 FEET TO A POINT REFERENCED BY A 5/8" IRON REBAR THE SOUTHEAST CORNER THE LANE TRANSIT DISTRICT TRACT; THENCE ALONG THE SOUTHERLY BOUNDARY OF THE LANE TRANSIT DISTRICT TRACT. SOUTH 81057' 32" WEST. 199.76 FEET TO THE POINT OF BEGINNING, ALL IN LANE COUNTY. OREGON AND CONTAINING 1.737 ACRES MORE OR LESS. TOGETHER WITH A 30 FOOT EASEMENT FOR RIGHT-OF-WAY, THE NORTH LINE OF WHICH IS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY LINE OF 14TH STREET, IF THE SAME IS EXTENDED WEST, SOUTH 0025' 00" EAST. 332.54 fEET FROM THE NORTHWEST CORNER OF LOT 10. GLENWOOD PARK, AS PLATTED AND RECORDED IN BOOK "T", PAGE 481, DEED RECORDS OF LANE COUNTY; THENCE NORTH 89035' 00' EAST, 644.40 FEET TO THE WEST LINE OF HENDERSON AVENUE. x ~ ~ #. ........, '........ ........ ~~-------------- ....tt x~~. x " .... .;><0' x ~ ~ry ~ ~ !Or::: ~ TAX LOT 701 H & H LAND COMPANY 4 ~. ~ x d ~~ :> x 5 ~1> w x <i> $" x +39. -- :'t ~fJ) t< x ~ ~ry ~ x T AX LOT 900 o\) ~o " .... ~. x ~ ~~ w x PARCEL #1 1.051 ACRES 45790 SQ. FT. fb (),? ~ x ~x ~'? t;t x ~ ~ry tII: .f3605-- --- -....._.-.-._......~ --- ~ ~'o' ...........-........ ...............'" "'", --............~- 9 9;)9> -:; ~ 9>~ -:; x NOTES: LEGEND x 1) THE SUBJECT PROPERTY IS LOCATED WITHIN A 500 YEAR FLOOD AREA "ZONE X" AS PER FLOOD INSURANCE RATE MAP NO. 41()39C1141 F. EFFECTIVE DATE JUNE 2, 1999. 2) ZONING - CC (COMMUNITY COMMERCIAL) 3) SETBACKS - 10' SETBACK FOR BUILDINGS; 5' SETBACK FOR PARKING, DRIVEWAY AND OUTDOOR STORAGE. 4), THERE ARE NO BUILDINGS ON THE SUBJECT PROPERTY. 5) THERE ARE NO ENCROACHMENTS ON THE SUBJECT PROPERTY. 6) UNDERGROUND UTILITIES WERE LOCATED FROM fiELD MARKINGS & VISUAL OBSERVATION. (UTILITY LOCATE TICKET NO. 10218642) 7) PRELIMINARY TITLE REPORT ORDER NO. 7191-1617544, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY OF OREGON DATED AUGUST 24, 2010 WAS USED TO ESTABLISH ANY EASEMENTS THAT EFFECT THE SUBJECT PROPERTY. 8) A BOUNDARY SURVEY OF THE SUBJECT PROPERTY IS BEING FILED AT THE LANE COUNTY SURVEYOR'S OFFICE. . MONUMENTS FOUND AS NOTED ~~ \'~ .f.36;5 "'~~ ------- ..~ &x " "!>V ~'O' " x ~x ~'o' t;t ~ TAX LOT 700 RICHARD M. ABERLE o MONUMENTS SET: 5/8" X 30" IRON REBAR WITH YELLOW PLASTIC CAPS STAMPED "ROBERTS SURV. INC." KAREN SLEET MOE LIVING TRUST WOOOllGHT POlE " ANCHOR --- -- ~ .... .;>'0" (j) MONUMENTS SET: 2-1/2" LONG P.K. NAIL AND 1-1/2" DIA. BRASS WASHER STAMPED "ROBERTS SURV. INC." S,-~=-AC- o COMPUTED POINT G~ASS x " ~ ~~. x <b ~ x~<-,. T AX LOT 200 ov- ~G~OW\ W z o o o ro 01 c5 q ~ cc r-r .., .., SANlT ARY SEWER LINE ~ ~D STORM SEWER LINE - A__ A\) ~ ~ry ~ x EXISTING STORAGE BUILDING (MET AL SIDING) x )( CHAINLlNK FENCE LINE <. " \\<\ d "\: x$>' x :'3 ~~ ~ '(U 0) ...... w w WATER LINE :..;z "'1 ELEV ATION DATUM v v OVERHEAD UTILITY LINE EXISTING BLOCK STORAGE BUILDING v ~ f!.)9 -:> x ~ *~ t< x FD. 1 /2" tRO~, PIPE N7040' E. 2.61' FROM CALC. qOR. x I "j I $>: I , I I I ~ I~<-'~ t I , I I I ~l ~V). t< I fQ~:~ I ~~. , I I I 1// /(' : ~ , ".../ ~'o'1 "..,,-"'" x I I I !t I ~"'j I I ~ ~tp ~ ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF SPRINGFIELD BENCHMARK DA TUM. STATION NO. COS610 A 1-1/2" BRASS CAP SET IN THE NORTHEAST CORNER OF A CONCRETE SLAB CONTAINING' A STREET LIGHTING BOX LOCATED AT THE NORTHWEST CORNER OF 14TH AND HENDERSON AVENUE. ELEV ATION = 437.521' (NA VD 88) -Bor U6P- UNDERGROUND ELECTRIC LINE UO T[L UNDERGROUND TELEPHONE LINE x d ~ry ~ x G G UNDERGROUND GAS LINE ~ ~ry ~ ..,- I~ . 'r ~~ v. UTILITIY COMPANIES @ ~ SSMH (SANITARY SEWER MANHOLE) ,f SDMH (STORM SEWER MANHOLE) ROOF ) DRAIN, T AX LOT 200 ROLF H. & CAROL J. JUNG NW NATURAL GAS - (503)220-2415 LOCAL CONT ACT PERSON, JOHN RADOSEVICH - (541)342-3661 EXT. 8367 COMCAST CABLE COMMUNICATION MANAGEMENT, LLC - (503)261-7440 LOCAL CONTACT PERSON, TOM HENERTY - (541)434-7690, CELL-(541)228-1884 QLN-QWEST LOCAL NETWORK - (503)261-7440 LOCAL CONTACT PERSON. NORM PALMER - (541)484-8084 SPRINFIELD UTILITY BOARD - (541)726-2395 LOCAL CONT ACT PERSON, TONY TALBOT (ELECTRIC) - (541)744-3715 REBECCA TEMPLIN (WATER) - (541)736-3291 CITY OF SPRINGFIELD - (541 )726-3761 LOCAL CONTACT PERSON. MIKE RISLEY - (541)726-3761 ~ x ....00. SPOT ELEVATION T AX LOT 600 JAMES I. SPICER ~ !:). x~v TOP OF CURB ELEVATION ~ ~l} ~ x ~j I , EXISTING BUILDING . (METAL & WOOD SIDI~G) ^ trf0} -~ v v . .- . .... 40 30 20 10 0 ~} /i SCALE: 1 INCH = 20 l 20 FEET 40 I S.W. COR. LOT 10 GLENWOOD PARK \ TOPOGRAPHIC SURVEY ;'" REGI~ I t:RED PROFESSIONAL LAND SURVEYOR , SW1/4 SECTION 34, T178, R3~ WM. SPRINGFIELD, LANE COUNTY, OREGON CLIENT: CCJS HOLDING~ LL~ AN OREGON LIMITED LIABILITY CO. G . G)f v ~ G "'------......---------........- lw \\' ~. II: 437.68' AC '\.1 '\.I . ~~-y ~~- ----------- 4~.39' x G -G 3 G A 437.~;/ ;; 437.66' AC i< 437.83' AC OREGON JULY 25. 1991 TED C. BAKER #2488 EXPIRES 12-31-2011 DRAWN BY: T.B. --w 'J\L. \" ~. w \"; -w~ w \'\' 30.00' WIDE EASEMENT CONTINUES TO HENDERSON AVE. RIGHT-OF-WAY LINE (APPROX. 420' FROM S.E. PROP. COR.) DATE: 12-22-10 Roberts Surveying, Inc. P.O. Box 7155 Eugene, Oregon 97401 Bus.(541)~1112 Fax. (541) 345-3464 24' WIDE ASPHALT DRIVE ..... ( " ,I REVISION DATE: \ 437.96' ..AC ~- o )( x )( 437.59' AC H X 7(- 437.82' 437.95' AC ___-'--__~E__________._ 1~'1r--)r-~. JOB NO. 2010-TOPO-OlD _ SHEET ...1. OF .L 437.78' AC v " ... v r Date Received: f.' 'J. 1 2011 t, Z c;f' I 0 paJl1-,3 Original ") ""u.,OW DA~\'\ ,.) II' ~OW $QUO S1R\pt (E) OVERHEAD UTILITY POLE To Remain -- -- -- - \ 437e,' ~ ~ \PAY ~~ ( (E) BILLBOARb To Be Removed (E) FENCE To Be Removed ~. " 15' WIDE PRIIATE SANITARY SE NER EASEMENT 11 "'1 I / 7.5' (E) OVERHEAD :LECTRIC UTILITY LINE To Be Removed 1 \ $'; , ~~ ~ \ " CONCRETE BLOCKS To Be Removed (E) BUILDING ROOF DRAIN ') (E) ELECTRICAL STUB OUT To Be Removed 437 32' (E) BIKE PATH -- , ..,.~s 43~ J :s. C/) ....... u (J) ....... :2 u s.... <C .J=l- , -431:5tr"' \pAO ,PAO ~7.35' \PAO m:t8' \PAc - - "':'- - 437.09' \PAO 437.19' \PAO -- ---- .. - .. - - -- ...... .. --+37':S- 431.i3' \PAO eOll.AR~ 437.89' \PAO ,...., CTCI:'l:'T f:\ , - - - ~/./4' \pAO 11' WIDE ASPHALT BIKE PATH 437.89' \PAO ~ --- "--- -- --- -- 7--;""\P--AO 30.00' WIDE RIGHT-OF-WAY EASEMENT 43 .84 "J REEL 2483R, INSTR NO. 9890568 -4.11 Ii" \PAC I 437.72' \PAO 437.88' \PAO 241 WIDE ASPHAL T DRIVE 437.84' "a o ~ ell .c en I: o en 1: ell ..a o ~ .,.... .,.... o N @ - - (E) OVERHEAD ELECTRIC UTILITY LINE Protect to Remain / ~ -4SS:tr -- - --- / -....... ('-- / #,.J / / / -sf.$.5- ~ #~ (E) BUILDING \,..- .,..- ",..,....~ I . -- (E) BUILDING (E) LIGHT POLE (TYP.) To Be Removed --+57ClAs' --viAf€R VAlVE ~R _ ~ I 4.)/.1~ \!'IAC 4~ -r --!.. (E) UTILITY POLE4-37.34' \PAC 10ff: · .--It"s1-!!1- site ~ P t t t .... ER 30.00' WI ro ec 0 remc 'tl-VE HENDERS (APPROX. SCALE 1" = .. :G : 'J ) . -- PROPERTY LINE ----- PROJECT LIMIT LINE EASEMENT (E) EXISTING SITE ELEMENT x (E) SITE ELEMENT To Be Removed - (E) LIGHT POLE To Be Removed SITE DEMOLITION AREA Gravel surface overgrown with Tall Grass and Weeds To Be Removed ~ (E) CONCRETE To Be Removed ///// /'// // /// //~ ///:. (E) ASPHALT DRIVEWAY Protect to remain -x x x (E) FENCE To Be Removed \JOT :S 1. All survey information provided by: Roberts Surveying, Inc P.O. Box 7155 Eugene OR 97441 T: 541-345-1112 F: 541..345-3464 Contact: Ted Baker Survey dated: December 12, 2010 2. Site Zoning.. Community Commercial 3. Setbacks - 10' Setback for buildings; 5' setback for parking, driveway and outdoor storage. 4. Site is outside the Zone of Contribution (Time of Travel Zone) as shown on the Wellhead Protection Area Map. 5. Soil type is Newburg Urban Land Complex and Camas Urban land Complex as shown on Soil Survey of lane County. 6. The property is located within a 500 year flood area "Zone X" as per the Flood Insurance Rate Map (#4102901121 F). v C \J TY MA:> ....--- l SITE LOCATION ~ ;$ (/) -:::=- ~ ;;.... ...::::-% -. -""-- 14TH STREET I I 15TH STREET LTD PROPERTY ~ z 0 17TH AVENUE EAST C/) ffi \\ c t5 :r: O' I O' - 20' NORTH ii Date Received: 40' 20'-0" - MAl< 1 i loB .3 of IOpa~ Original submlttaL- .... u c.. en ....... u OJ I J e_ r- . U '- <( " o o . I- ell .c en c o en .... ... CU ,.Q o a= .. C o .- en c en 0 ts +i .aU ~ ::J enb en ~ g t; U CU a.. 0:.2 CU..... ~O cnz " z >- co c ~ (0 .... c E o <.> -d o o == "- (1) .J:. en C o en ~ "- OJ ..c o "- :: == == t-("\J So m("t) . 'lOt N . lIltLn P)~ ~,.... Ln~ D..... o -.::t Ln OJ ~ '50 (J)'lOt "r-- ~O\ == c: -00 1tJ0' o OJ "- "- ceo ~ .. V) OJ ItJ c: L&JOJ NO' ("t)~ ,....L&J z>- OJ: c::1- wc:: 1:(i <V ul: u..en OZ _0 -- z-- W- ::EO enZ enO W() enC!) ~~ - .uen ~~ ...J .., "0 cu ..:.:: u cu .l: U cu ... (0 c SITE ASSESSMENT OF EXISTING CONDITIONS LO -M 'Eo ~"'f .!!~ ::Ie 00 fXlC" eel> .- .... 3120 c .. e~ L&..eI> )(C" >C := )(LW )( a' C .- -a -- ... ::I m CU U t_ ... ... o ... tel U ... -a CIa 2 Q. o -a o o ~ c CU ... ~ c:J Z Z z S a. aI w a: ::. b ~ :c u = C w a. ~ en Q 2 S ,... 5 N :t: U c:: < ::E o ,... N 5 ,... t: cu 'e- o.. ~(,\STEl(~ <v 51 a · 1 .~ HEAR ~ I13IOS ~ a OREGON b ~ '~ ~-1PE ~~c (E) SPEED LIMIT SIGN == UKIVEWA Y APRON CURB CUT 37' 7'(12") -------- AANiL\N"aCVO f= _ \ . ,~ fii,JJ =---+------ 10' VISION CLEARANCE \ ~ 6'SECURITYFENCE- _---- - \ ~~~~T~ . Ornameltallron - t1'JAB RK\NG 2~~2S20 . L"T"') \3U~Lt1E \ \ ,\' ~~-~_u-- _u--u--u-- .................. 'l' PROPOSED STREET r........ ---TREE t" 5' CONCRETE \ SIDEWALK · \ NEVEGETATED , " INFILTRATION BASIN \\ See Landscape Plan ORNAMENTAL IRON GATE \ Sliding gate with Knox keyed gate switch - - - ~\\ / PROPOSEDST ANDARD 1\( TREE \ ' '\\ LIGHT FIXTURE TYP. ~ee Electrical Plan \ ('/ \ \ \ \ \ (E) OVERHEAD ELECTRIC UTILITY LI~L-~l~ ~~ ta ~,qo .9!~ ac ~g CCU .- &.. ~o C .. f~ L&.CU >cO =a >C (E) OVERHEAD IUTILITY POLE E o u -d o o == '- Q) .c: en c: o en ..... '- Q) .c o '- == == == NW VEGETATED INFILTRATION BASIN I See Landscape Plan ...-J . ' ~Il · Code-required I.' ~ \..\~€:. ..~ If ,~~~s~ ~'{ €.~ I \.. \\..~ I \..\~ ~~ e\ \.. '\ ~~~~~ ~, s,\\e 15' WIDE PRIVATE. --JIaIP- .( \ ~o\e SANITARY SEWER ~ see EASEMENT 7.5' I . (3) BICYCLE PARKING SPACES I, u c.. V) ......, U (]) )-I .- .c. u L.. <C ~ o o ~ ... CU z: en c o en ..... ... CU ..a o ~ v c:r c .- " -- .- ~ ID cu U .- .... .... o I -- I"-N bO fq~ N · ...1.0 P)~ OPOSEO BU\LO\NG ~~900 Sa FT GSF DETECTABLE PAVING ~.,... I.O~ G.II. SEAT WALL · 36" height A~:.A COV=~AG= I - ~ll.1 '\ ~ " / . .~ )( I \ ~,~ . I '- ~ ~~ ': _r\1 ,~2 \IX 1. ( . 7i~" ~l~ , -~~ ~~ >~II /, >.;< I . :i~ >x' ~x, -I " ,~ ... (:~ ~1;1 ' %~U . g, ~ I . ~ ~I /. ,,(<. r~ _ . ; r$"' \ , . ~~~ ,-- ~~ . : ~ddll ~~~ ,) ~~.1' "~,.' f >,xY - >< l(~~ >< l<'Y " ,,,,IS ~ ~ >u.- (, ~:,~~.I ) . x "x. ~ I ,~o - ~ j !l~ .~ ~ Jf:~ · Code-required . ~~~ J I x. -~ p., - : r ~I" \. ~.~ 1) " l(~, . . . ~~~~J .......l, . 'of' '-)0&, 5C . ~ '(x. ><~ _ ~) x >< ;<--~ ~~~I. >< )0000< >l Y. ><<Xl J x xx ~ ~1}( x'" x J:I x xxx x ,)II ;\ IIX r..r l" ':l~~~) 'I ORNAMENTAL IRON J. -: xxl Y Ie;)< x ~ GATE \ . x ;#OJ ',)II . ~ ' .:Jf \ --\ ~~. f ~1~;'j; u~~:~~~gg~~~S~~~nox =-rr- ~._-._........--~ *'.- I .~-,J ... In PROPO~DFIREHYDRANT . \AI ' / M. 11 '0" ~ M lV\ ' -" --- i 10' VISION CLEARANCE 1--(" - ~..~ 14TH AVr= i: WATER 30.00' ~~IDE EA~ . ............. 4 -! VALVE HENDERSON AVE ----..:. _ ' - -~'.""''''''r:(),{ A.?O, I - ROCK FLOW SPREADER 1\ 1\ \ i 75,676 sq ft (100% ) 11 , 1 00 sq ft (:t150/0 ) 32,360 sq ft (:t43 % ) 39,840 sq ft (:t52%) 24,735 sq ft (:t330/0 ) TOTAL SITE: -- CO U -- " CU :E Q. o " o o - c CU -- <:) (4) BICYCLE PARKING - SPACES -- ..' \1 ^ ~ Xli I ~ xx ~ ~ x 1 >< x ~),; ~ n )( ~ " ~ x 0 0x ~x x- ' ~ 0 - PROPOSED BUILDING: PROPOSED IMPERVIOUS: (not including porous asphalt paving) FIRE APPARATUS TURNING STUDY See note 9. STANDARD CONCRETE PAVING 4" Concrete over 4" crushed rock base . 0 -q- 1.0 Q) ..... '55 V')-q- ..,.... ~O\ == c: "00 roO' e~ coo ..... .. (/) Q) roc: I.&JQ) NO' ~~ ~I Ii I ---\ . DETECTABLE WARNING PAVERS XISTlNG STORAGE BUILDING (METAL SIDING) TOTAL IMPERVIOUS: r-T-T-T-" l 'I' I I' 1 I I , I , , I t 1 I I L._.L_J.._,J._J SEAT WALL · .20" height BICYCLE PARKING · 6' x 2' each GENERATOR See Electrical Plans TOTAL PROPOSED LANDSCAPE: LIGHTED BOLLARD See Electrical Plan . 6-ft SCREEN WALL · Code-required COVERED GARBAGE AREA (2) 6-yd Containers (11) LIGHTED SOLLARDS TYP. See Electrical Plan (/') w ~ 0- (/') (!) z 52 " ~ 0) N POLE MOUNTED LUMINAIRE See Electrical Plan 1-11 \JOT:S FENCE · Chainlink, 6' height, black in color FENCE · Ornamental Iron, black in color -c c .. C o -- en c en 0 .- .- e..... .aU ~ ~ U)J:; - ~ CII 0 -; u CII ... IXO .... CU..... :=0 cnz 1. All survey information provided by: Roberts Surveying, Inc P.O. Box 7155 Eugene OR 97441 T: 541-345-1112 F: 541-345-3464 Contact: Ted Baker Survey dated: December 12, 2010 c:t Z z>-~ OJ:~ I-~ C::a:~ t; w ~.. l:<~ <U. = U~ < ul:~ 2 < .... WATER CONVEYANCE DITCH . WATER CONVEYANCE DITCH . -0 -( -$- AREA DRAIN / CATCH BASIN LOADING AREA Approx. 525 sq ft ,~ 6' FENCE · Chain-link · Black in color x x x x (/') x x,..;< x W x x4Jx ~ ""'''''''0.. xC/) xxxxC!) Z x x ~x 52 x C \x 0:: " ,.. "~' < .\ ... 0- · . ; PI: t I, xx x x ~ , f l x ~ .v v \ v_ 0 x xf""X\ x ~ x -}Jx x \ _____ . . f ......... . ('" " "'- ) , .. ......... , .' ~",........",~ INFILTRATION BASIN I I! I 111 i ! ! L___' 2. Verify exact locations and routing of existing underground utilities prior to starting excavation. Repair any damage to e)dsting pipes, utilities or related facilities at Contractor's expense in a manner approved by Owner's Representative. ROOF ) DRAIN WATER CONVEYANCE DITCH .Arrow indicates direction of flow ACCENT STONES 6' FENCE · Chain-link · Black in color e~ ~ 5-ft LANDSCAPE SETBACK · Code-required r 3. Install new utilities so that rim elevations are flush with finish grades at pavement, lawn and plant beds. Adjust rim elevation of existing utilities accordingily. BENCH (, -U BUILDING ENTRY/EXIT '" x x x x x x x l{ x x x x :c x x x x 4. All accessible components including, but not limited to signs, ramps, tactile warning markings, ect. shall conform to all Oregon State Standards for parking and access for the disabled. Obtain Owner's Representative approval prior to installing any related work. 12 PARKING SPACES < S. VEGETATED INFILTRATION BASIN' See Landscape Plan ^ ELECTRIC TRANSFORMER See Electrical Plan$ VEHICLE DIRECTION ARROWS )< x ex J x x x x / x x , ~x x x , x ex x x z <C ...J 0- W )- v --- --- 5. Verify existing elevations where new wo~k abuts exiting to remain. Notify Owner's Representative of any discrepancies. 15 COMPACT PARKING SPACES SWVEGETATED. INFILTRATION BASIN See Landscape e.ta.o BACKFLOW PREVENTER VAULT · Fire., domestic, and irrigation 6. Repair all areas disturbed or damaged by new construction not shown to be improved. - - C/) 7. Coordinate sleeve installed with utility work and other trades. 8. Franklin Multi-way expansion line is approximated based on information provided by the City of Springfield and may adjust location. Anticipated impacts due to expansion include reconfiguration of Franklin boulevard driveway entry. Entry reconfiguration may result in possible reduction of parking quantities shown, though are not anticipated to reduce parking quantities below minimum code required amounts (67 minimum spaces ). H. en ...., u CI) ...., :2 u ..... <( 6' FENCE · Chain-link · tSlaCI< In c~tor . . - W W 30.00' WIDE RIGHT-OF~WAY EASEMENT REEL 2483R, INSTR. NO, 9890568 I _ - ~~ \V ~ z ....... ~ N .... N' <5 .... 0 N .... ..J :t: ...., U a:: '"0 <( (1) :e ..... .::s: u u (1)0 (1) Q) 10.... 'S' .c '- U Q c... ." o ! ~ (IJ >- CD C ~ tU '- Q 9. Fire apparatus turning study provided upon request by City of Springfield Deputy Fire Marshal. See Site Review Application Narrative for further information. ---- c: o (II t: ell ,a & 0' I 0' 20' - 40' NORTH ~; let!ceiveCI: SITE PLAN L1 SCALE 1 n = 20'-0" ;:. o N @ - ... ~ 1.i. ~. it; ~;" MAR 1 1 2011 Original Submittal if of I 0 IJOJA,tS -- ~ TC 38.00 BC/BR SAME BR 38.10 VMITC 38,50 VM/BC VM)8.60 ---- ---- AH : 437,37' 432.37'(12") _EGE \10 ---- VM/TC 38.40 VM/BC VM 38.50 ----------\ - VM 38.50 ---- TC 37.90 BC/BR SAME BR 38.00 /' . --- ,~9.~ ____ - - -- ---- PROJECT LIMIT LINE PROPERTY LINE ----- ---- ---- HIGH POINT ELEVATION HP 23.50 I ---- '~ --- -- -- "M -eo ~~ .!~ =c o 0 &Do .5 ~ ~O c " ~ :g L&.CU >eO >e= >eL&J >e ---...... EXISTING CONTOUR ,-- TOP OF CURB ELEVATION ASPHALT/BOTTOM OF CURB ELEVATION TOP OF WALL CONTINUOUS BOTTOM OF WALL ELEVATION WEEP HOLE ELEVATION @ WALL TC 23.50 I AC/BC 23.50 37 PROPOSED CONTOUR TW 23.50 cont. I BW 23.50 WALL WEEP 37.60 I ---- -t . ~7.95. ---:.:::- ~ _'" ~ 3\80 / .,,/ ~"''3.~5. TC 37.50 ,/ ~ '". , BC 37 fO \ , . ,.. NW INFILTRATION 'i- 438_, / \:~ 'I \ ~ .jl- . "" ..." ./ n\\' \ J,. piTCH END 35.05 . ~1 . ""- "\ / ~ ~ \ I ~ \ ~" ,,' , \ . ,/ " '\ ,- / I /" ~,., - - ,37.80 ~ "\: , " VM 37.50 "" ( II PI :i /'/ - . ~ ,,\ \ '- ~,~ .v TC 37.2-: "" == ~ DITCH 35.85 / \ . ~I . . ~ 1 .P / ~ '.\ \.'1' t,;::2H Be; 36.75 - - _ ~ \.\~€. ~J.{ \ / \: ~~txTC 36.95 ,---- ~.~s\~ Cl t ~/ \' -1 'AC/BC 36.45 '-.r' - p..i ~.;.;:.-vM 37.40 · , 37.97 .- / DITCH 3S.20 ~\j\..\\-~ (L . ____ ) VM 37.00 ~~\..\~ ~ee\ \.. ' If A 37.85 ~. · ' ~~J>~ o\e ~, s / ~ ~' ' TC 37.60 . ~~ ~ TC 36.95 see ~ ~- ftW, \ ~/'. " AC/BC 36.45 / : tJ \ ,\ FFE 38.00 r BC 37.10 - n ' r. VM 36.50. /;- -. 37.65 J _ I ~41J :1... / - ~~6;7.55 -"'r 1rU. --.:.c 36.10 ~ l "BCSAME._ IA ~':;:~gcont. \\ . ~ J 37.97 >- :>( / ~ :- f,t'\ r ~[:J II 37.90 / ~ --31.75.., __ ~l : FG/BW 37.00 : V __ ~I, l, 37.90 ,...~ II .~I WALL WEEP 37.60. IT,: l /~ 37.70 ~~ ~l~i _ ~l:, TW 43,00 cont. \ I q ,/ TW 39.25 cont. ~ ~I 9 BW 37.90 -I "\' .. ....1..-, ' BW 3760 ' TC 37.60 ~l ' 7'........ '. ~. - --I AC/BC SAME' /1 ~ \ \ . I : \ #__~ , TC 37.50 " : !l ~ \ 37.70 '\ ~I^i: '\- ;1/' -- II BC SAME' . ~l : [ I r ~ '~I / '" · I . ---\--p. ./ ' Hi.; \ L: , I ,_____._ --,~J!, I \ + ./' ~I , :~: / / / \- 'tB RIMY"? \ ~~:~~ 1- J~ ::~~//_<j':'~ .1 - - 'I ^~:-..,..t I ~ ,,,. '\' I' " / ~" TC 36.80, I i / / . I: I TW 39.15 cont. \ ' 1.11t f'>:'~" BC/BW 37.10 \ GUT/BC 36.30 ..{ ---------/-;...I.lNl' VM 35.50 r' r/I~- -___ ~ ///// . I>].' DITCH 35.30 IIIi ; ~ I / TC 36.85 - .. ....... c::::::::=2 v} / '" ' I. ^ ' AC 36.30 GUT/BC 36.35 - '" i I ROOF ) .q ; ./ ". TC 35.75 ' 1/, 11. DRAIN ,I I / C + 3 c' 1, GUT/BC SAME : II I. '( -- ' ' +- t:0 I [1 . . / -:rC 35.75 . _ . .. _ .. ' - .. ' cl FIL TAA TION BASIN 34.75 ../ ' '.... J -.' : . 1 : C GUT/BC SAME '\ ~~. -- C.. , .. , . .. , ... I ..,. . ," .. , .. , ........ '- TC 3645 / ~ AC 36.45 L'. I J 36 : I C "- // / I " , / "l' '... f:, I / / I', +-.,.../ . 1:/. TC 37.00 11'1,' I C / . /' . It ' A?>ro -- ~ I [Jj BC 36.50 vM~~gli 0 Itl :\1 // TC36.65 /' I TC3~0 . !: II DITCH START 36.10. TC 37.05 \ : J C . , , BC 36.15.- _/ / .-- ~!.!c:..36.~~ _____ :;q VM 36.30 Be 36.55 '~~ TC 137.00 I ~/ -- -: ~ ~ ..../' 7 L",clf.> 1 I L:. TC 37.20 . " : :3:';;", L \,~ ~ ~; -----,~~-:~i:-~-J7:~~~---c- .c-_~L_c-- 0 y't D 11 D( -igJ~) ~I VM 37.0~~ '" \ J {~ ~ iJ ~.;i?_...c_...~ ,.._'" ..._..._..+-,.._.., ..~... _)"-... ... ..,,. 43~" ~ ') - \.. ~ .:-= -I(~ -j- ---:0.- - '\ -_ -:- _ ~_ .-:: -=- - - ~ .~ DITCH" START 36.20-L ~- .::--p~, - f : - - - -==- - -SW INFILTRATION BASIN 35.20 1...-..- ~ :_I')!.~~ END 36.~O;- __ _ ~U^. Iti.....o __ ~ 7 "''1r:rir0~~~\ j1:3U" · __ -- -- 437.5 ~ .-' ' - -- ~ - -- . -- - -;- '" - 37 20 VM 37.19 -- -- BOLLARD .. TC 37.10 ~C SAME ---- CATCH BASIN See Civil \ DI~CH E~D 34.75 ~ ;'lt138.00~ - - II '\k ~ "if$) "" AC 36..38 '" --..... [J. ( - . E o u -d o o 3: "- Q.) .s:::. V) c: o V) ...., "- Q.) ..c o "- 3i 3: 3: I DIRECTION OF FLOW TOP OF CURB ELEVATION GUTTER/BOTTOM OF CURB ELEVATION TC 23.50 / GUT/BC 23.50 u 0.. Vl ........ U OJ ........ . ..... BREAK LINE ....-----....."'--.-,- DITCH HIGH POINT ELEVATION DITCH START 36.20 / ........ . . . - . ('" " " J .......................,. INFILTRATION BASIN ELEVATION DITC'H OUTFALL ELEVATION ..c. u '- <C ", o o . ... (II .c en c o en .... ... CU ..a o IX DITCH END 34.55 I SPOT ELEVATION 23.50 / CB RIM 20.20 I CP C .- " .- .- ::s m ell U .- .. .. C t-N So cort) .~ N · ~LO M~ BOTTOM OF RAMP BR 38.00 / CATCH BASIN RIM ELEVATION q:;a: LOLO CLIa. DITCH ALIGNMENT ARROW Indicates direction of flow TC 93.85 I BC 22.35 TOP OF CURB/BO I I OM OF CURB ELEVATION ) .- ca u -- " ell ,~ a. ' o " o o - C ell .- C) VERIFY/MATCH VM 23.50 I PERFORATED PIPE ----9P --- o <q' LO Q.) ...., 'S 5 Vl~ ~~ 3: c: "Co ttlo\ o Q.) "- "- coo ...., .. V)Q.) ttI c: LUQ.) N~ rt)::;:) ,...1.IJ VM 36.00 GENE ~L GRAD \JG NOT:5 EXISTING STORAGE BUILDING (METAL SIDING) AC 35.50 DITCH 35.15 ,1. All survey information provided by: Roberts Surveying, lnc P.,O. Box 7155 Eugene OR 97441 T: 541-345-1112 F: 541-345-3464 Contact: Ted Baker Survey dated: December 12, 2010 VM 35.40 .. C o -- en c en 0 .- ..... E"" .Cig =- ... cn1n _ c ell 0 IS: U CU ... a:~ cu..., ~. 0 cnz TW 43.00 cont. BW 37.00 VM 37.0.0 / DITCH HP 36.35 c:t Z z>-~ OJ:! c:1-~ C:t; W<~ 1:U~ < U~ u1:: z s 2. Verify exact locations and routing of existing underground utilities prior to starting excavation. Repair any damage to existing pipes, utilities or related facilities at Contractor's expense ina manner approved by Owner's Representative. 3. Barricade and protect trunks, limbs, roots and root zones beyond drip-line of existing trees and plant materials to remain as directed by, Landscape Architect. Cut no limbs or roots larger than 2" in diameter without approval of Landscape Architect. Notify Landscape Architect prior to performing any excavation within protection areas. TC 37.75 BC/BW 37.25 TC 37.75 BC 37.25 4. All accessible components including, but not limited to sighS, ramps, tactile warning, markings, etc. shall conform to all Oregon State Standards for parking a:nd access for the di$abled~ Obtain Landscape Architect's approval prior to installing any related work. TC 37.50 BC 37.00 5. Install new utilities so that rim elevations are flush with finish grades at pavement, lawn and plant beds. Adjust rim elevations of existing utilities accordingly. ...J o " - Z o () ...J < () - -Z "< .LJ...J >0.. 6. Verify existing elevations where new work abuts existing to remain. Notify Owner's Representative of any discrepancies prior to any construction. 7. Adjust rim elevations of existing utilities so that rims are flush with finish grade at new paving and lawns. 8. Blend all new elevations back to existing grade to create a uniform slope. Maximum slope 4: I, unless otherwise noted on plan. 9. Construct smooth transitions between new paving improvements and existing paving to remain. -- ~ V) ....., u (IJ ....., :2 u "- <C > / -- ~ N (5 ~ ~ 0 ...J N ~ ..., ::J: U 0:: ~ "0 <C c:: Q) ::E tJ ~ ~ u .eo Q) ~ Q) '~ .c:: ra~ 0 U 0 c... Date ~ L2 Original --- --- " o ~ ell .c U) ~ - - - - _ @] ~~Ef1ox ROCKSO ,/" I.:lGHT___ n I POLE ___ _ _ \J-J ----- --- --UGHr~~- --...fO~ SlREeF- --:'GHT' BOX -- -------. - - ----- ----- - -- t:: o en 't ell .a o a: 40' NORTH Ii 0' I 0' 20' - VERTICAL CONTROL PLAN SCALE 1" = 20'-011 _ ,.... ,.... o N @ 5 of 10 pO-~ \)OT:5 -- --- - -- 'LA \JT ~ ST .:G : '\j ) -------- - - Botanical Name Common Name GENERAL LANDSCAPE PLANTINGS (Non-code required) FRONT YARD PLANTED SETBACK 5' Minimum Width 1190 sq ft Required Trees (2" caliper) 2 Proposed Trees 2 Required Shrubs (5 gallon) 12 1. All survey information provided by: Roberts Surveying, Inc P.O. Box 7155 Eugene OR 97441 T: 541..345-1112 F: 541..345-3464 Contact: Ted Baker Survey dated: December 12, 2010 PROJECT liMIT liNE PROPERTY LINE ----- VEGETATED INFilTRATION BASINS INFilTRATION BASIN SIDE SLOPES Trees (Deciduous: 1 i" caliper min. Coniferous: 6' height min.) -- -- -- - 10' VISION ~l~A~~CT ---- \ ~--- ~--- r--- - ----- Trees (sizes vary) ~ ---- . tl . . ~k VEGETATED I INFilTRATION : BASIN S\3 section sheet L3 .\ 'i) - I / ---~- Vine Maple Japanese Maple Autumn Brilliance Serviceberry Redbud Weeping Alaskan Cedar Dwarf Hlnoke Cypress Kousa Dogwood Autumn Purple White Ash Diane Wltchhazel Black Tupelo Serbian Spruce Shirofugen Flowering Cherry Japanese Pagoda Tree Japanese Stewartia Western Hemlock Acer clrcinatum Acer japonlca Amelanchier grandiflora 'Autumn Brilliance' Cercis c.anadensis Chamaecyparls nootkatensis 'Pendula' Chamaecyparis obtusa 'Gracilis' Cornus kousa Fraxinus amerlcana 'Autumn Purple' Hamamelis x Intermedla 'Diane' Nyssa sylvatica Picea omorika Prunus serrulata 'Shirofugen' Sophora japonic.a Stewartia pseudocamlllla Tsuga heterophylla Shrubs Vine Maple Paperbark Maple Blgleaf Maple Oregon White Oak Douglas-fir Western Hemlock Acer clrcinatum Acer griseum Acer macrophyllum Quercus garryana Pseudotsuda menziezii Tsuga heterophylla large Shrubs (3 gallon or equal) ~~; -M -eo ~~ ss\ ::Ie 00 a:Jo .5 f :;20 e - f!~ La..cu ><0 ><::1 ><LIJ >< 2. Verify exact locations and routing of existing underground utilities prior to starting excavation. Repair any damage to existing pipes, utilities or related facilities at Contractor's expense in a manner'approved by Owner's Representative. PROPOSED STREET TREE · 2" Caliper min. · Code-required · Total Count: I ~ . INFiLTRATiON 1//1 BASIN .~A see section, sheet L3 ~ . 1 . I" ~, Yellowtwig Dogwood Isanti Redtwig Dogwood Tall Oregon Grape Pacific Ninebark Red Flowering Currant 3. Barricade and protect trunks, limbs, roots and root zones beyond drip-line of existing trees and plant materials to remain as directed by landscape Architect. Cut no limbs or roots larger than 2" In diameter without approval of Landscape Architect. Notify Landscape Architect prior to performing any excavation within protection areas. Corn us sericea 'Flaviramea' Corn us sericea 'Isanti' Mahonia aqulfolium Physocarpus capltatus Ribes sanguineum ~+0 mmm, PROPOSED STANDARD TR.EES · Total Count: 54 E o u -0 o o ;t. '- (1) ..c: V) c:: o V) ...., '- Q) .c e 3i ~ ~ Groundcovers (1 gallon or equal) Arctostaphyllos uva-ursl Kinnikinnlck Fragaria vesca Woodland Strawberry Mahonia repens Creeping Mahonia PLANT BED u c.. V) ....... U OJ ....... -- ,.... - . U . 4. All accessible components including, but not limited to signs, ramps, tactile warning, ,markings, etc. shall conform to all Oregon State Standards for parking and access for the disabled. Obtain Landscape Architect's approval prior to installing any related work. Berberis spp. Corylopsis glabrescens Euonymus alata 'Compacta' Fothergilla gardenii Lonicera pileata Mahonia aqulfoUum Mahonia repens Osmanthus delavayi Polystlchum munltum Prunus laurocerasus 'Mt. Vernon' Prunus laurocerasus 'Zabeliana' Pyracantha coccinea Rododendron Spp. Sarcococca ruscifolia Vacclnium ovatum Viburnum opulus 'Nanumt Viburnum plicatum var. tomentosum Barberry Fragrant Wlnterhazel Dwarf Winged Euonymus Dwarf Fothergilla Honeysuckle Privet Oregon Grape Creeping Mahonia Delavay Osmanthus Swordfern Mt. Vernon Laurel Z~bel Laurel Pyracantha Rododendron species Sarcococca Evergreen Huckleberry Dwarf European Cranberry Bush Doublefile Viburnum INFilTRATION BASIN BOTTOM Sedges.. Rushes, & Grasses (1 gallon or equal) ^^^^^^^~ ^ ^ ^ ^ ^ ^ ^ ^^^^^^A, ^ ^ ^ ^ ^ ^ ^ ^^^^^^^, ^ ^ ^ ^ ^ ^ ^ ^^^^^^^- PLANT BED AT INFilTRATION BASIN Carex obnupta Deschampsia cespitosa Juncus patens Scriptus microcarpus Slsyrinchium californlcum Small Shrubs (1 gallon or equal) Slough Sedge Tufted Hair Grass Common Rush Small Fruited Bulrush Yellow-eyed Grass ~ 5. Do not install any plant materials until Landscap$ Architect has reviewed and approved irrigation system Installation, area coverage balancing, soli preparation and finish grading. Refine the shape and finish grade of plant beds as directed by Landscape Architect. 6. Protect all existing trees and plant materials to remain including limbs, trunks, roots and root zones. 5' LANDSCAPE SETBACK AREA · Code required o c .- " -- -- ::I m CU U -- 'II- 'II- o <C " o o . I- CU .c U) c o en .... I- CU ,a o D:: t- t-N 00 COM .-q- N · .~ M'M ~, .,~ --,,- . . . .....",; . WATER CONVEYANCE DITCH See note 8. Blechnum spicant Cornus sericea 'Kelseyl' Gaultheria shallon Mahonia repens Polystichum munitum Deer Fern Kelsey Dogwood Salal Creeping Mahonia Swordfern ~,... 1.0;1; A.LI. - ~~ GAT O\J CO\JC:::)T A \J) OUT ..INE 5::):C = CATIO "S 7. Plant list is exhaustive and reflects potential species to be used. Permit Set will Include a refined plant list and comply with the Springfield Development Code wherever applicable. Ornamental Grasses -- ca U -- " CU 2 CIa o " o o a= c CU -- C) PLANTED SETBACKS AND PARKING PERIMETER (Code-required) Design Concept: The irrigation system is to be designed and constructed to be as efficient in terms of water usage as possible. It will use water..conservlng Jow gallon pop-up spray heads. All plants and planted areas are to receive Irrigation. General Description: The irrigation system is to be a fully automatic underground system. Backflow prevention device will be Installed In a manner which meets or exceeds all applicable codes. A permanent system with 100% head to head coverage must be Installed at all tree, shrub and groundcover plantings. Products: Main and Lateral Lines:. Class 200 PVC pipe' is to be used throughout the project at sizes appropriate to minimize pressure loss due to friction and to maintain velocities of water flows' at recommended levels. Heads: All sprinkler heads are to be plastic llpOp..Up" heads. Spray sprinklers are to be used at all new planted areas. Install spray heads 3" from adjacent pavement and planting edges; 6" from pavement and planting edges in parking areas if located at parking stripe (24" if located within bumper overhang area) unless directed otherwise by Landscape Architect. Adjust radius on sprayheads as necessary to minimize overspray while achieving full and even coverage of planted areas. Valves: All control valves are to be plastic, heavy..duty automatic globe style valves 'equipped with manual open and close controls. Isolation valves and thrust blocks are to be installed as deemed appropriate in the mainline supply system. Locate manual drain valves at all maJnllne low points Calamagrostls acutiflora stricta cv. Hadonechloa macra Molinia arundinacea 'Wlndspiel' Panlcum virgatum 'Hanse Herms' Pennisetum alopecuroldes Seslerla caerulea Feather Reed Grass Hakone Grass T~II Purple Moor Grass Red Switch Grass Fountain Grass Biue Moor Grass o -q- LO (1) ...., 'S 5 Vl-q- ~~ ~ c: "00 reO' e~ coo ...., .. V) (1) re c: LlJ(1) NO' M~ ,...LlJ Trees (2" caliper min.) Acer saccharum 'Bonflrel Amelanchier grandlflora 'Autumn Brilliance' Cercis canadensis Cladrastis lutea Cornus 'Eddie's White VJonder' 8. At water conveyance ditches, trees shall be planted along side slopes or above top of bank. No trees shall be planted In the ditch bottom. Bonfire Sugar Maple Autumn Brilliance Serviceberry Redbud Yellowwood Eddie's White Wonder Dogwood Kousa Dogwood Raywood Ash Bur Oak Northern Red Oak Japanese Stewartla .: I: .(' . I .' I . 1 STREET TREES (Code-required) 2" Caliper minimum Autumn Brilliance Serviceberry Paperbark Maple E~stern Redbud Eddie's White Wonder Dogwood Golden Desert Ash Amelanchier grandiflora 'Autumn Brilliance' Acer griseum Cercis canadensis Cornus 'Eddie's White Wonder' Fraxinus oxycarpa aureafolia 'Golden Desert' Prunus serrulata 'Shirofugen' XISTING STORAGE BUlL (METAL SIDINC Cornus kousa Fraxlnus oxycarpa 'Raywood' Quercus macrocarpa Quercus rubra Stewartia pseudocamillla Shirofugen Flowering Cherry Shrubs .. C o -- en c en 0 .- .- E..... .aU :J ::I cnb - ~ CU 0 .S: u CU ... a:.f cu.. ~O cnz Co:J 2 z>-~ OJ:~ ~t-! w~Sl 1:61 < u~ u1:: 2 s Berberis spp. Cornus sericea 'Flaviramea' Cornus sericea 'Isantl' Gaultheria shallon Lonicera pileata Mahonia repens Prunus laurocerasus 'Mt. Vernon' Pyracantha coccinea Barberry Yellowtwlg Dogwood Isantl Redtwlg Dogwood Salal Honeysuckle Privet Creeping Mahonia Mt. Vernon Laurel Pyracantha " _ _ t -- FACILITY BUFFER ParSES :)LANTING CO \JC = ::>T AND OUT_ N :: S ::> -=CI =ICA TIONS c\ C) C S. VEGETATED I G \ INFilTRATION BASIN l~ ~ ) see section, sheet ~ . ~ I I.. ~ C \ .If ) \ f c; \1, Ac SWVEGETATED r' " INFilTRATION .' BASIN . ' see section, sheet ~ : ><ii x ~ : ~ -A, I ~ tll , BASIN BOTTOM PLANTS (Herbaceous Plants) . I gal . SMALL SHRUB · I gal or equal . LARGE SHRUB · 3 gal or equal r-- TREE · min 1..1/2" c~liper Design Concept: The site is located along Franklin Boulevard In Glenwood. The planting design will Include urban street side plantings and building foundation plantings Including a landscaped ralngarden stormwater treatment facilities at the northwest, northeast, and southwest corners of the site, as well as one centrally located in the southern parking area. Planted Setbacks and Screening: A 500ft minimum planted setback is required. Landscape design quantities, sizes and plant types are shown on sheet l3. A proposed loading and service utility yard will need to be screened according to code and will be done so by use of a 6..ft tall wall. Street Trees: There are no existing street trees located along side Franklin at this property, which is largely due to lack of space between property line and existing curbside sidewalks. East of the proposed entry, some ROW landscape area exists and will have two street trees provided (at 301 ,Intervals or less). Tree Plantlngs: All trees required by Springfield Development code will be minimum 2" oaliper at the time of planting. Stormwater Treatment Facility plantlngs: Vegetated Infiltration Basin stormwater faCility will be used for treatment of stormwater. Plantings will conform to landscape standards set forth In the City Of Springfield Engineering Design Standards and Procedures manual Material Qualities and Specifications: Plants and trees will be selected from the Plant List and as shown on drawing and will include deciduous street trees, deciduous accent trees, deciduous and evergreen shrubs, grasses, and perennials. Native species as well as nonnative species that which are adapted to site growing conditions will be used. VEGETATED INFILTRATION BASIN LANDSCAPE COUNTS Total Cumulative Facility Size 7,670 sq ft Required Evergreen or Deciduous Trees: 15 Required Large Shrubs (3 gal): 180 Required ,Small Shrubs (1 gal): 270 Required Herbacious Plants (1 gal): 3170 Required Groundcovers (1 gal): 127 /' ~ )M,...'OIlIiiO. I j JII ' 1 >< .'1;;<~: )l . >< , ' . >< ~(~, 1 ~ x ~ ~!! ~ ~ ~i . - )<, . , ~ ~ ~ I . x "~1 ~ >< '.~ ..1 l ~ ~~jl/ .X:~~~. >< ~I~ ' ~~~ ~ ~(~"I"_. f~ I t... x x x )( x 'x''>< '" }l)~ x Xl(. >)x;<)(XX ><x ~'I >: x x '( x ~~ ~ .x ^ X ..11_ ,~ ~~ '. i MEDIUM SHRUB · I gal or equal GROUNDCOVERS · I gal or equal MULCH '\ " z <( ...J c.. W c.. <C () Cf) C Z <( ...J TOP SOIL \ Facility Bottom Width varies Total Facility Width varies .... ..... ... .... NOTES The facility area is equivalent to the total area of the basin, including bottom and side slopes, as developed in the sizing calculations, plus a IO-foot buffer around the basin. Minimum plant material quantities are as follows: INFILTRATION FACILITY SIDE SLOPES (ZONE B) · Evergreen or d~ciduous tree: . (I) Evergreen tree: Per/300 sq ft of area. Minimum height: 6 feet. OR (I) Deciduous tree: Per/300 sq ft of area. Minimum caliper: I Y2 inches at 6 inches above base. · Shrubs and ground-covers: . (4) Large shrubs: Perl 100 sq ft of area. Size: 3 gallon or equivalent. Spacing: "I' on c.enter. AND (6) Medium.. $mall shrubs: ,Per/I 00 sq ft of area. Size: I gallon or equal. S)acing: 2' on center. AND (70) Groundcover~ Per 100 sq ft of area. Size: I gallon, or equal. Spacing: 'on center. INFILTRATION FACILITY BOTTOM (ZONE A) (1'1 5) Herbaceous plants: PerIl 00 sq ft of area. Size: 11 gallon. Spacing: I' on center. OR ( I 00) Herbaceous plants: PerllOO sq ft of area. Size: '1 gallon. Spacing: I' on center. AND (4) Small shrubs: PerllOO sq ft of area. ,Size I gallon. Spacing: 3' on center. .x x X)(X )( r:t ~~ " :II IS. .." ..... U OJ ..... :2 u s.... <C /'~ - ~ JI X("''' .,... N .,... 0 .,... 0 N .,... :x: u 0:: <( :E ..... u Q) 0 Q) .- ..... .,... e ro c 0... "0 o ! cu .c en Planting Plan: A complete Planting Plan~ related details, and technical specifications will be prepared by Cameron McCarthy Landscape Architecture & Planning and submitted to the City of Springfield Development Services Division for review prior to installation. SIDSYARD PLANTED SETBACK 5' Minimum Width 1750 sq ft Required Trees (2" caliper) 3 ,Proposed Trees 9 Required Shrubs (5 gallon) 18 SIDE YARD PLANTED SETBACK - 5' Minimum Width 1560 sq ft Required Trees (2" caliper) 3 Proposed Trees 3 Required Shrubs (5 gallon) 16 REAR YARD PLANTED SETBACK 5' Minimum Width 1120 sq ft Required Trees (2" caliper) 2 Proposed Trees 4 Required Shrubs (5 gallon) 11 NFIL TRA TION BASIN PLANTING SECTION No scale ~ c :t E c "C Q) .:.:: u Q) .c: u --- c o en 1:: cu .a o II: 0' 10' 20' - 40' NORTH ~ UR~C!~i'Jed: LANDSCAPE PLAN L3 ,... ,... o N 9 SCALE 1 II = 20'-0" - I ~ MAR & of ID pCt~ Original ~ 0 m <( I- Q) 3: "'0 :>- 0 ~ 0 I --d- ~ ro 0 / I- 0 .-J (L / 0 <( 0 /w o.:J o~ () "'00 g, 0..0 o 0 ~~ 3: u~ c ~ <V~ ...., (])m :2, (? E ~I I 0 <(I <0 _1 --d-LO -a ~ 0 ro~ O~ O~ ~! ~ +-" ep~ 1'00 .e" / cnl 0.-- -~ or- or- 51 0"'" NO /or- ClJi A."'" ~~ /1'0 ep! .a . () 01 / 0::: "-0 o(]) ,- +-" 6 .. +-" N (]) 0 i.i:CL @ G: \j:~ _ '10T:5 1. SURVEY PROVIDED BY ROBERTS SURVEYING, INC., DAtt.u DECEMBER 22, 2010. ELEVATIONS ARE BASED ON CITY OF SPRINGAELD BENCHMARK DATUM STATION NO. COS610 A 1}2" BRASS CAP SET IN lHE NORTHEAST CORNER OF A CONCRETE SLAB CONTAINING A STREET UGHTlNG BOX LOCATED AT lHE NORTHWEST CORNER OF 14lH AND HENDERSON AVE. ELEVATION = 437.52'. 2. SURVEY MAY NOT BE COMPLETE OR ACCURATE. CONTRACTOR TO VERIFY EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BRING ANY DISCREPANCIES TO THE AIIt.NTlON OF THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION. 3. CONTRACTOR TO REFERENCE SOILS REPORT BY FEI DAIt.a) JANUARY 17, 2011 FOR THE SITE SOILS CONDITIONS. 4. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE REQUIREMENTS OF THE CITY OF SPRINGFIELD. 5. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHAll BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 6. AltI:.NTlON: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCAII:.D. 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE A'IIt.NTlON OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 8. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 9. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE IMPLEMENTED. THE, CONTRACTOR SHALL ADHERE TO CITY OF SPRINGFIELD AND DEQ REQUIREMENTS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTlCIPA TED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. 10. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND PROVIDING DUST CONTROL AS REQUIRED. 11. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CON~ u<UCTlON. 12. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO ADJACENT PROPERTIES AT ALL TIMES DURING . CON~ I KUCTlON. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. ~ - y '.JO---:S UTILITIES 1. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, FRAMES AND COVERS, ETC. TO FINISHED GRADE. 2. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE,ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 3. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE INSTALLATION OF GAS. ELECTRICAL, POWER AND TELEPHONE SERVI'CE. 4. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SUBMIT TO ENGINEER AND OWNER. STORM AND SANITARY 1. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO THE 2002 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00490. "WORK ON EXISTING SEWERS AND STRUCTURES". 2. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIPE AT THE LOW POINT OF THE SYSTEM. TRUE TO GRADE AND ALIGNMENT INDICA TED WITH UNBROKEN CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. 3. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, BASED ON COORDINA TES, DIMENSIONS AND BEARINGS INDICA TED ON THE PLANS. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. 4. ALL ROOF DRAIN AND CATCH BASIN LEADERS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT UNLESS NOTED OTHERWISE IN THE PLANS. WATER 1. ALL WATER AND FIRE PROTECTION PIPE SHALL HAVE A MINIMUM 36-INCH COVER TO THE FINISH GRADE. . 2. ALL WA TER AND FIRE PRESSURE FITTINGS SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 3. ALL WAIt.1'< MAIN / SANITARY SEWER CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT REGULATIONS, CHAPTER 333. EARTHWORKS 1. CONTRACTOR SHALL PREVENT SEDIMENTS AND SEDIMENT LADEN WATER FROM ENTERING THE STORM DRAINAGE SY::> I t.M. 2. TRENCH BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE PIPE BEDDING AND BACKFILL DETAIL, THE PROJECT SPECIFICATIONS AND AS REQUIRED IN THE SOILS REPORT. FLOODING OR JE I liNG THE BACKFILLED TRENCHES WITH WATER WILL NOT BE PERMIIIt.D. 5:)A ~T 0\1 5TAT:M :\1T ALL WA'I-=.t< MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WAIt.1"< MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 1 0' HORIZONTAL SEP ARA TlON, THE WA TER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" INCHES ABOVE THE SEWER. CIVIL SHEET I ~ JEX C1 CIVIL NOTES, LEGEND AND ABBREVIATIONS C2 UTILITY PLAN PROPOSED GB. .GB 417 'V . -.w WI v W IDWlFP ww ~ -0 0 0 ABBREVIATIONS AD APPROX BLDG BS CB CL COTG CP D/W DIA., .0 01 E EXIST. /EX FOC FF FG FH G GL GV IE IRR. MH MIN N LEGE ~D EXISTING GRADE BREAK UTILITY EASEMENT PROPERTY LINE/RIGHT -OF-WAY CONTOUR 417- INLET/OUTlET MANHOLE (MH) ~ CURB CUT CLEAN OUT TO GRADE LIGHT POLE <. CD GUY ANCHOR ) FIBER OPTIC VAULT FO MAIL BOX M B MILE POST MARKER #44 0 BACKWAII:.K VALVE FIRE DEPARTMENT CONNECTION WATER VALVE WA TER METER WHEEL STOP WM ~~ u TELEPHONE PEDESTAL TP TELEPHONE T ELECTRIC p FIBER OPTIC UG WA TER WASTEWATER STORM SEWER FENCE -w w- 55 AREA DRAIN APPROXIMA TE BUILDING BOTTOM OF SWALE CA TCH BASIN CENTERLINE CLEANOUT TO GRADE CONTROL POINT DRIVEWAY DIAMETER DUCTILE IRON PIPE EASTlNG EXISTING FIRE DEPARTMENT CONNECTION FINISH FLOOR ELEVATION FINISH GRADE FIRE HYDRANT GU I II:.K GAS LINE GATE VALVE INVERT ELEVATION IRRIGATION MANHOLE MINIMUM NORTHING OF P/l PIV P.U.E PVC PVMT RD R. O. W S SO SDMH SS SSMH STD S/W TRANS. TYP UG UGE W W/ WCR WM WV CUTF ALL PROPERTY LINE POST INDICATOR VALVE PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PAVEMENT ROOF DRAIN RIGHT-OF-WAY SLOPE (FT 1FT) STORM DRAIN STORM DRAIN MANHOLE SANITARY SEWER SANITARY SEWER MANHOLE STANDARD SIDEWALK TRANSFORMER TYPICAL UNDERGROUND UNDERGROUND ELECTRIC WATER WITH WHEEL CHAIR RAMP WATER METER WATER VALVE 'f Date t MAR 1 1 ! ~(,.,\tO PROFtsJ; ~~'N~ ~~' 56481 - ~\y ~'~ ~OREGOI~N~^ J 4;,~t9.~~ 1Y8Jt M. ~~" L EXPIRATION DATE: '/10/,' - ~"V_,'-"_~~~""-""<loI',~""""",",.>~';....'""~M._:t:"_,'V',,... _,n:v'""4_"M..-._;.,,___"I''',V. ..(w) "20 ~'l;f aI"'" _0\ ::Jc 00 (Do CCU - ... ~o c .. CUCU ...c .....CU )(0 )(::J )( LLI ' )( u c.. V) ,I J U (]) ,I J - E o u -d o o ;: "- '-(U .t::. en C o en ~ "- CD .Q o "- ~ ;: ;: .c: u L.. <:( we o o ~ ... CLt .c U) c o en ... ... CLt ,Q o a: r- r-N 00 co('t) ..q- N · ..1.0 P)~ CP C .- ." -- .- ::s 10 ell U -- 'II- 'II- o ~~ 'll;f.q- 1.OLO A.LI. o 'll;f 1.0 CD ~ .S ~ V)O ..'ll;f >or- to 0\ :: c "0 tOO' o CD "- "- COo ~ ... en CD to C UJCD NO' ('t)::J ~ UJ -- ca u -- ." ell ~ c::a. o ." o o ~ C ell -- o ,., ,"V"r..,:",~ _.o:'",'~_~'tr'ltT'~'",I:',' .,l..~::1'~''''V'~'''' ~ .. c o . -- en c en 0 -- -- E1j ..a::s I ::I ... (I).., it ~ ell 0 -; u ell ... . .:r= 0 'II- ell . , , .., .., __ 0 . (/) Z fJ)~~ .Q ~~'ff!)i~ <b Q:~'; E: ~ Q) 0 &~(j .Si ~~~ ~ ~ ~ ~~ ,.... ~....,~~ I ':"; t:ij ~ ~ () <lo ...... a- ~ is ...., (IS Q)~~c1~~ ~ ~~ ~'t;) ~ .s (i) ~ ~ <lo ~J ....,~i ~.~~~~~ t': :r ~ ~ (I) (") ~~ 0 ~ i (j ~lJ.S6:1S \'Si).::~~~ ~!tJ.: @~ ~ ~m8l ~~o <b<lo~ ii:cs g>f ~ lij~8l <b <: c z <C .. c z ..... Otl) ~z ..0 (1)- .....1- ....<C 0- z~ ...In: -10 2:10 u<C .,... N .,... , 0 ,... 0 N ,... :I: U 0:: >- <( co "0 ::E c: QJ ~ ~ u ;: U <1>0 QJ to QJ 1U"'" (5' ... .c '- 0 u 0 a. C1 Original , cr: 0 p(l~ -- .- - -- -- ~ - -- \ j ,\{. v --- -- -- -- - -- EXIST. 4" SS CONNECTION ------- EXIST. SSMH- 2 RIM=437.66 IE 8" IN=428.60 (S) IE 4" IN=429.40 (SW) , ; _____ IE 4" IN=429.50 (SE) :-- IE 8" OUT=428.50 (N) I I ~FG=434.75 i: '?< -1ft jA If ss COTG-2~/.~/ ~ IE=429.74 SS COTG-1....1 IE=430.06 I ..... ' ~ / / / , INFILTRATION BASIN ELEV. = 434.55 / / / / / t-! / I I. \ _.....".,.""~~. \ RD-4 :.J IE-436.50 I 1 I I \ II ".'j ^ ',,r :' > _"- t,,~ ''bFG=435.20 I ~ ~ ;~ 15.0 PRIVATE SANITARY SEWER EASEMENT f ...--FG=435.50 '" "" }, ~ ~CONVEYANCE DITCH : SEE VERTICAL . CONTROL PLAN FC=435.85J-<'! ~),/l' . \ RD-3 IE=436.50 I 'O>"WRD-5 IE=435.90 RD-2 IE=436.50 RD-1 IE==436.50 PROPOSED BUILDING FF=438.00 AD-1 RIM=437.65 IE=435.76 I ).\ ' :uJ . : rr\,~ .. - I ..... I EXIST. 8- SS-\ \I( I ~.\ SS EXIST. CO TG\ IE=432.30 CONNECT TO EXIST. \ SEE NOTE 1 \:^ 20 LF - 4"SS . S=1.00%,\. -~ - - ~J-:-tt~. . '\' I', " I GRADE BREAK (TYP.) .= .. -. . ^ - - -- -- ./ FG=435.35 I ,/,/ ,/ ,1_- ./.:,/ .. -/- I ,/ r164 LF -; 2nW ,/,/,/ , l /' 164 LF - 6-W I ,// :__________-j~ TB-3 /' /' /' ,/ ,/ /' ,/ /' ./ ,/ ,/ -.--. ^ --- ---31 ,- -. 'r i N 0 OJ <( I- CJ) ~ -0 r-: ::) ..q.- 0 I ..q.- or-- co 0 ../ l- i 0 ~ --.J i 0... ../ ~ 0 1 <( ~ 0 ~ /00 i. o...:J I o~ -00 ! 0...0 g, o 0 V): ~ ~ tJl c (l): (1) OJ ~ .c C) E u s.... I Q.. 4: 0 ..q.-O " or-- .. of CON of or- fi ...- -f-I r00 CU, ../ ~1 0..- ...- or-- 0'-...... c NO 0 ../or-- 0$ 0...'-...... t:i ../r0 CU ~; () .!:l~ ../ 0, "-0 a:: 0(1) ;::f -f-I OJ .. -f-I (1) 0 N~ LLO- @~ ~' . FG=436.35 SS COTG-3 IE=432.50 1\ l \ " OUTFALL-2 IE== 435. 55 \ ~, 68 f-F - 6nSD 36 ~ ~ (\ ,36 - ~~~". '36' . ' : I ~'IFI : I I I I I I " : ~~. I // . I / , ..,,: I / / INFILTRATION BASIN CONVEYANCE-~ : I //ELEV. = 435.20 DITCH l // SEE VERTICAL ----- 37:::{/ CONTROL PLAN ?3~ :::.~:/ FC=436.00-A :::<:~,~.~:)\=- _ _ -_-t-- _ =_ \ ' \: :". ,~ f "'< .-;,/ 0, ' ..-...-...( er ..~--; .. 18 LF - 4"S5 5=1.00% C) a 4N I ..:. ..... -I to ~, ..- OUTFALL-4 IE=435.55 "- "- "- "- "- "- I / "" ~',J ~~.JOZ-LF =~-W'/:~ : "- ,''''- I ""- I ""-",,- I ; ""- I'j ""- "- l FDC~\ \ 1\ ,.. FG=436.10 ~\ - - - -- - - ~"i'~ -- . -. ,., -- ~ABOVE GROUND VAULT ~ / 2" DCVA 4" DDCA 2" WM ,/ .' .', 6 .' ~>" :. . ,;///////jj///j,Njj.,N,f//,f///,,N///( ;~f:j; INFILTRATION BASIN ELEV. = 434.75 (>. ~'l CONVEYANCE LDITCH (E~~~ _ _ __ f\ I ..( ,..J ,..____~.._~.,,,._~_..-,._~ / 13 LF - 6"W-~' , . ,8 I ' A-------~. J~ ..U., ' .;;~~/-/"j,.. . \ "-, _~~ . 14TH AVE. FHJ L18'=]3-1 o CONNECT TO EXIST.~ ....._'...r..Q.m.">.,rJ".....,.....,.."..'~..~N'.. ,....,~"'."..,,,..,<,,,.'r' 16" W ..-- Q .. GAS R&:R c 1 T '-EXIST. 16" W w...,:;.,q '. ,l!(n'r!ll"4.~~."":~~t~l:"lM:":I;<T~~< .._.^.~......D':'~'\'QT:w'o'....'1n(l~,~.~.,.,..I'1;.J>>I.,(..."' ,~. ,~.,..t'"'~M~....~;....-f~'~~,:~.~.,,>.,..~..;w~...,...*~~~~~.."i1fl";:llJ>,.~.I"t^'~n<:.~ ,~~"""~~~ NO~ 1. CQNTRACTOR TO POTHOLE PRIOR TO CONSTRUCTION. REPORT EXIST. PIPE SIZE A~D INVERT ELEVATION TO ENGINEER. 2. SEE VERTICAL CONTROL PLAN FOR DETAILED HARDSCAPE GRADING, INfilTRATION BASIN, DESIGN, AND CONVEYANCE DITCHES. STRUCTURE lOCATION TABLE STRUCTURE NORTHING EASTlNG ' SO AD-1 5024.20 ' 5002.92 SO COTG-5 5018.56 ' 5008.94 SO OUTFALL-1 5119.91 4913.78 SO OUTFALL-2 4941.94 5013.83 SO. RD-1 5098.83 4916.70 SO RD- 2 5105.03 4945.69 SO RD-3 5108.45 4970.34 SO RO-4 5109.56 ' 4994.64 SO RD-5 5033.74 5006.84 SO RD-6 5007.67 4966.74 SO RD-7 5002.87 4932.09 ' SO RD-8 5000.95 4918.25 SS AD 4967.82 4897.73 SS COTG-1 5143.36 4884.53 SS COTG-2 5159.38 4884.41 SS COTG-3 4967.75 4879.46 W 2" WM 4854.91 5090.82 W FDC 4878.20 5076.97 W FH 4855.77 5085.90 W TB-1 4851.81 5090.84 W TB-2 4851.79 5088.84 W TB-3 4971.83 5088.62 W TB-4 4971.83 4925.10 seA _ : 1 INCH = 20 FEET ,_J.~~~:l,?~~~~~~~ ~.'''~__~Il; u a. Vl I J U (]) I J . r- U L.. <:( ", o o ~ I.. ell .c en c o II) .... I.. ell .a o 0:: .. C o , -- en c en 0 .- .- e.... ',.a U ::I , ::I .... (I)..., en ; ~ C CU 0 .S: u CU .... 0::0 .. , CU .... I:!:: 0 . (I) Z ... C) Z - ,~ 0:: C>> ... ..... C>>z <(<( ~..J <CD. 0::> 01- ~::i 0::- 01- ....:) U)&,fJ >- ca c: ~ fO t- o 8 '.1C2 i I 'tiP). ....0 ~~ cu..... _0\ ~c 00 mo. c cu - .... :;:0 c .. co cu ....c LL.cu )(0, )(~ )(LIJ >< , , E o u 'd o o == t- Q.J .s:::. f/) e o f/) ..... 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C o -- en .!t! c j:ft ~S ;= ~ .~ ~ CLt I- IXB :I! 1; (/)Z ..J <( U - 0::: I- U LaJ ..J LLI I z <( ..J Q. W I- - tI) 3: u <( - -- ~::: WE~~.~:~INEE::::~ I i 11Tf -1411 HIGH STREET EUGENE, OREGON 97401-2427 Phone: 541.342.7210 Fax: 541.342.7220 WINW.systemswestenglneer: ~ D t II""ll .... - .... :. -. . ae r.,..,. __ ''- ~ ij;t" . ,: .\ ~ MAl< 1 1 t;.r OJ of 10 pO~S Original E o u 'ci o o ~ (J) ..c: CI) C o {q Q) .0 e 3i 3: 3= F;eJ 2~ ~~ ~~ 0...... .$ a6 ..~ ro~ 3:c "00 roO' e~ alo ...... CI) .. roQ) WC Q) NO' ('t):;7 ..- W C) ...J ..., *0 (J) .:::t:. U cv ..c U J El ~~ ~ Cbb\ :;c 00 mOl c! 3aO c .. 1!~ L&..Cb 0' :J I.&J D' C .- " .... .- :s m ell U E o .... ca u .- " ell ~ ~ o " o o ~ C ell .... C) m co o ..- 6 N a:: <C ::E o ..- tJ <V 'e' 0- N 6 ..- 154' -5" ; ; .. , , -BUILDING MOUNTED ' I ~GN .., .'~~~~c:~~~~~~#~,"~~C~'~~~"*"'"'~~;~~~~=~~'~?;;;:;::::~~~:~' '. - BUILDING MOUNTED SIGN I " , ~ MASONRY OR STUCCO ~~ ~ J b I b J'f) =- .: "(I) 'Eo 1Uq- >..... .!!.(J\ :JC 00 mO cOJ - .... :;20 C .. 1U0J ,-C LL.OJ xO X:J XLtJ >< J~ - B_ ~~3 ~I - ru ~ trl .. - L~ ~.:.:.....:'::J..:..~.:.-: I ' , J l c [~ c = ""- / IN'lE..RI PR' C91JR~RD / ~ L~LGl T METAL PANEL [ ~ ... J. ..,..,... ,. . _ _.. "......, ,..".,... .-.. _.. , .. - - -.. ....,. . I...... ...., .....' ..-. ,.....,...... ,,- ==t- i ~LEV. \ FlBER-CEMENT SIDING r \ LOBBY \ I Ji'i-r1.AJ I . --- .JI N I 0, (Xl ,f ID\ NO~T :L::VAT ON \&J 1M" = 1'-0" · E o u -d o o 3= '- eu .s:::. CI) c o CI) t Q) .0 o '- ~ 3= s: u a. V) ~ ~ U (]) ..... . r-:- u L.. <( ", o o ~ ... ell ..c U) c o en .... ... ell .a o ~ b I <0 (~r MECHANICAL EQUIPMENT SCREEN :/ . ~, " J . . -'t'......:...--. " ~- 'I " i;;; ---1 1-' I 'r- ~.'''..,.. .. . , .... NORTH '@ =: o I b I"") 1:1' C .- " - .- :s ID CII u .- .... .... o ,. , @,::~_~ND FLOOR PLAN .........L_i ...... ......N 00 COM ."li:f NO .LO P)~ b I ~~. ~. 1 ... _I- I' E , t;; I - ;;~ ' zt~ -(~-- --1. ',:;;; I 1 i' '\ , , I \ i' ,I' , , -A L- -- .... ...- ...- ~~ LOLO 0.1&. I., """" on "''' '"'''''''''''''''''''' '"'''"'' .. - ID U .- " CII :=E CL o " o o ~ c CII. - o (E\ SOUT.- ::LEV A TION ~ 1/16" = 1'-0" j ,- r- r- f ,r- -i- ( o "li:f LO Q) ~ .:; ..- (/)0 ..4l;f >....... roO\ :: c -00 roO' OQ) '- '- mo j'-- , " -1','-""" " ".,..~ ".,.."< I ".,.. "- DNu ADv1 \JIST~ATV- o=-=- C=-S d~~~'ifl!i~:0iA~~f.~ ~ illig ~ ~ '- ~ ---- ~ >< ~ ---- ~ '- '- E:LEV ~ .. Cl)Q) ro c WQ) NO' (t')::::J ...- I.LJ I i.... . ... .., .... . ...... .. ......... ... . .... . .... ,.....~ , I~ --ll r I I :l J t; 1;1.......... :. ~ I " -" ~ [ l , J , I IG\ W~ST ~LEV A TIO ~ ~ 1/16" = 1'-0" w ::~,~~" E _EV ATION NORTH @ @ ~;~~ll\jD FLOO.~ P _A \j b J (0 ('. r -r -~ I _~~w~ ~ . . tit!:.. 0 V) en tit!:.. en 0 ~ - I-- m <( :::> > VlV) 1.1.1 ~L ....I 1.1.1 1.1.1<( >....1 0:::. wO- O - 0:::0::: 0:: wO 1.1.1 1--0 I-- ....I X Vll.l.. LaJ (J) ..... N ..... (J) 0 ..... 0 N ..... ::I: U a:: > <( CO -C .::E c Q) +-> ~ U 3: u evO ev ro ev ;0..... .0' '- .c '- 0 U 0 a.. ,,~- ROOF DRAIN AN D/;' OVERFLOW, TYP / "L ~~ GATE W/ SIGHT OBSURING SLATS -eMU -MECH UNIT I ~YLIGHT. @ ~~~:,~ ENe _OSURE :: _ :V AT ONS ~ ^ ^ '~'''' ~' -....- I "" ~ SKYLIGHT ~ u 0. V) .... u (J) ~ .s:::. u '- <( v ~ .~~ o. " "'a o o l! G s:. tI) SKYLIGHT, TYP ~ " .~~. tJ " c o en ..... ... G ..a o a:: " NORTH '@ A1 Date Received: . MAR 1 t @ 1~~=~-~' P _A \j ,.... ,.... o N @ 0.. , Submittal nglna..... ID Df I 0 pa.~.e:s