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' -- ~'. ..-----. . . --- " , -=-- -- . . ----:.....:. .0 r-" ---=--- . ._-~ . . . . .............. PROFESSIONAL REPRESENTATIVES MAP and TAX LOT NUMBER TABULATION OF COVERAGE SHEET INDEX LANDSCAPE ARCHITECT CIVIL ENGINEER SCHIRMER, SCHLESINGER + ASSOCIATES, INC. 375 W. 4TH SUITE 201 EUGENE, OR 97401 PHONE: (541) 6864540 MAP #: 17-03--35-31 TAX LOT #: 10200, 10300, 10301 IMPERVIOUS SURFACE LANDSCAPING TOTAl DEVElOPMENT SITE 12,633 SF 69% 5,550 SF 31% 18,183 SF 100% COVERSHt:~1 SITE ASSESSMENT OF EXISTING CONDITIONS SITE PlAN CML Nu JCS, ABBREVIATIONS & LEGEND DEMOLmON PlAN HORIZONTAl CONTROL PLAN GRADING AND STORM DRAINAGE SYSTEM DETAILS DETAILS . DErAILS IRRIGATION PLAN lANDSCAPE PlAN ELECTRICAl PLAN l1 L2 L3 Cto C2.0 C3.0 C4.0 C5.0 C5.1 C5.2 L4 l5 E1 SITE INFORMATION PARKING KPFF 1201 OAK STREET SUITE 100 EUGENE, OR 97401 PHONE: (541) 6844902 TAX LOT # 10200 PARENT ZONE: MUC (MIXED USE COMMERCiAl) USE CODE & DESCRIPTION: 0 - GENERAl NODE: Y - DOWNTOWN NODE PROPERTY SIZE: 0.18 ACRES OR 7,841 SF TAX LOT # 10300 PARENT ZONE: MUC (MIXED USE COMMERCIAL) USE CODE & DESCRIPTION: R - Kt: JAIL NODE: Y - DOWNTOWN NODE PROPERTY SIZE: 0.10 ACRES OR 4,356 SF TAX LOT # 10301 PARENT ZONE: MUC (MIXED USE COMMERCIAL) USE CODE & DESCRIPTION: R - RETAIL NODE: Y - DOWNTOWN NODE PROPERTY SIZE: 0.10 ACRES OR 4,356 SF TOTAl PROJECT AREA: 0.38 ACRES OR 16,553 SF Nu I t:: THERE IS 1,630 SF DIJ-r-l:KENCE BETWEEN THE SURVEY AND RLID RECORDS. STANDARD COMPACT ADA TOTAl PARKING 26 SPACES 10 SPACES 1 SPACE 36 SPACES 1 ADA SPACE 1 INCH = 20 FEET JUN ~ t' 2~D9 ==-1 .~ f M~ ,0Figlftc;1 tu~1 )~G?J)or- 0002L k1:UM4ct-(~vVlLYL .. 5pf-k) ~ sl A~Pnz151 q~~ 5d1cn! J i)fI3fc;~ab ci 0.. 0.. < z o F o..z ~ a:: 0 fA en ~ >- W ~ ~ < c d z >- m c I.LI Z C) ii) I.LI C 0> o .......... (X) o .......... ~ ~<O <0 C >- (I) m 0 i .~ --< ~ C >- m (I) C (I) ~ 0 () I.LI :I: () .LEGEND B. clJfW ~ ~()) ())''It- ''It-I I~ ~(O (0;::- ~"lt- ~ ~~ ~:>.:: i1 ~ (I)..... r- t:fD 0 ~ ~ 0\ y~..... c::> q) an(J)~ de """'~Q) :-:t t:~ ~ .... q) K. !r.::'S i ()) :1 -- (J) 0\ ~~. :::s c:~ I.ij 8 PROPOSED PLANT BED PROPOSED INFIL TRATrON PlANTER o 12 I; PROPOSED WHEEL STOPS AT PARKING STALlS ~I':".-f. ~1I .~,,~ PROPOSED SIDEWALK (~I~ TACTILE WARNING ~~LJ , EXPIRAn.ot{ DAlE: 6/3Q/ , (f) ~I- ~ 2:. 0:::: W (L (j) o " ~ o " ill o :r @ o PEDESTRIAN CROSSING TRASH RECtJ-; IACLE BUlTRECEPTACLE () SIGN .. lANDSCAPEABCHITEC1'S .. ~ * o o POLE LIGHT BOLLARD LIGHT EXISTING STREET TREE c; 'I:t" Glki a:'I:t 0<6 co a)~ ~~E 0>1.00 :J .. 0 wx- co (IJ ~u...$ ~.~ .~S g :J~(IJ (/)c6~ ~ m Q) ~ . E "'0 _ "- t}~~ Q) .. (IJ st). 1.0 S. I ".c MA. w 0 a: wo ~u.g~' ~ ~~~~~: lr!~~~~5~ ~ii?:::~~::;~ ~6gI'-8:3~ :ga:ii!~~iE:E ~~fa~~15~ o&~<g~;; ~~~~~.~~ ~a:<:a:a:fag i3~~~~~~ ~g~g~~+ iD~(.J$a:::>ffi g~g~~~~ ~a:g~iE15~ s~g~!i~o ~3;~a:~~~ _ ~5:::~B'f~ ~t5g~~~iJj t.f::i!:... -<J~ .:l~o~~..;I -'0%4:(='..... :3~:h~:3~ ~!::<Ol::~!!: g~~ii:~giE "'~~8~"'~ ~~13~~~~ ffi~xc)i!ffi"" ~lil~~~~~ xlE~~<x!!: ~(:jO"(.Jg~iE PROPOSED TREE PROJECT AREA ~ . ..J 8~ .w o~ CI)~ ..L.~ ~~ ..L.- ~ 009 ~i ~i ~L SHEET NO. I- W W :c en a:=: w > o u VICINTY MAP Ci)ms seA _- L1 20 o 10 -~ i -:I.". i J~ e 40 20 " REI ~tiiV8'~: -1 ~..) ~, ~, lIIAI~ STR~ET -' 1 I I I I / / I / I I I I I I I I I I ~ ;; / / / / / / / / / / / / / / / ji % ~ % ji % ~ ~ j % % ~ j % % % ~ o EXISTING ~ ~ 0 I / BUILDING I / I / EXISTING I / ~ % % BUILDING % , ,~d % % % % tl : .. · ~ ~ % % l' ~:':i." =~~~~~~~~=~ARDMAPS I I ~ 1;;.-:14..: ".. . ..~~"-'" /)Z' ~\. /I///I//~///////zj 1/ ~~'o.-j:"'~\v/~"':':'.:.,.... .' . < ~'" O~ G. 11/ 11/: 1. (' .A-A .:.~',A~ '6-.' ~':' A x)-:.a . 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'. ..,~:,.,. >. .~. .:1'. : ..~. ,.. ~ISTlN~ .CONCRt:; t: DIVID~R TO BE ~MOvED '. : . ~. . . :'.' ....-:-EXISTlNG SIGN TO BE RE ~OVED " ;'~ ':'j.4'A ..':VA,:':: ':~~d :.';.,.:~. . . . . ... ~ $'. ," '. . A.: .. ~,'. ':/ I:. .' 4 .' 4 , i!'~.:' . 4~'.',. ~'.~:.A.~..'~, . '.....~.: ~ '. ~...~: '. . .' .. 4 -- -4 .~ :i1 ~ ,. I tn ( J ,"Tl 'Tl ~ ( I rn :~ ~ \0 p. '. . '~J;'Q. I.' ...----- PER COMCAsT ~ APs / -EXACT LOCATION UNl{NC)wN '. -3D , . ----------. '. . . . '. . . .' ~. . . . ~ """'"---=----.. . . .~. EXI~TING STREET, TREt;S TO REMAIN . . . REMOVE EXISTING SIGNS .' ~ '. ." . 2~ '. . ..~ . .... 24"~' --:---.;. '. .... .' . . . :.~~4"~ :. ", '. .' .-------. 5.: . . _________ 2~ . . .' _____... '.0 '~.24"~.. . .' '. ~24'.~-----:--- -., . .,.~., , . ~REMO~ exiSTING D~ : . . '. : . ~ ......... ..~ '... ~"" '. . '" --- . . :~ ' . .:.~~HI.G~S~HOOlSIGN:O~~,. ~~' ~------ ~-- . . . --._~--- ~ '. ~~-.:... .' .~ . .~ ------ ---.. 1 "", : .' .' ~ ------ , w--- ..' wv -w----- :s:~, ~v t>4 SITE INFORMATION FLOODPLAIN INFORMATION: SITE IS LOCATED OUTSIDE OF THE 100-YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES. SOIL INFORMATION: SOIL TYPE IS MAlABON-URBAN lAND COMPlEX MALABON AND SIMILAR SOILS: 50 PERCENT URBAN lAND: 45 PERCENT DEPTH TO WATER TABLE - MORE THEN 80 INCHES FREQUENCY OF FLOODING - NONE FREQUENCY OF PONDING- NONE ~OT1:!;S 1. THE VERTICAL DATUM FOR THIS SURVEY IS THE CTIY OF SPRING,[4lliLD BENCHMARK NO. 292,L& T SET IN THERE. QUADRANT OF'TIi1.t<U ST. AND B ST. AT TOP OF CURB "IN T~ MID POINT OF THE RADIUS AND '1'l):!;D IN lu-'}4',[4' JOB NO. 305212. ELEVATION = 452.63'. 2. THIS SURVEY WAS PERFORMED UNDER MY D.l.K~CT StJt'~KVISION UTILIZING TRIGONOMETRIC METHODS TO ESTABLISH HORIZONTAL LOCATIONS AND ELEVATIONS. FEATURES CRITICAL TO DEVELOPMENT SHOULD BE FIELD VEl<1J:IJJ:!iD PRIOR TO CONSTRUCTION. 3. HELD CO!nl<OL POINTS 6 & 7 FROM lu-',[4',[4' JOB NO. 305212 AND THEN ROTAn~..v THE SPLIT CURB OF MAIN STREET TO SOUTH 89050' EAST~ PERMAUDES SUBDIVISION FOR THE BASIS OF BEARINGS. L~GE~D: V/////////j I 4a.Qq . /Jo _' f BUILDING OUTLINE SIDEWALK/CONCRETE I . . .J ASPHALT CURB LINE APPROXIMATE PROPERTY LINE UNDERGROUND CABLE UNDERGROUND ELE\.;IKlCAL LINE UNDERGROUND TRAttli'!C SIGNAL LINE STORM LINE SANITARY SEWER LINE WATER LINE GAS LINE OVERHEAD POWER LINE/TELEPHONE SIGN DOUBLE POST SIGN CTP CT'7 E E 'rn TI! SD SD SS SS V' V' a OH":..T OH'.T o . . IDII DECIDUOUS 'l.l'<.):!;~ SANITARY MANHOLE STORM MANHOLE CATCH BASIN/AREA DRAIN AREA DRAIN SANITARY/STORM CLEAN OUT SANITARY/STORM STRUCTURE # GAS METER GAS VALVE WATER VALVE FIRE HYDRANT WATER M1!i'r~l< .if'l.l:SER OPfIC VAULT ELECTRICAL METER GUY ANCHOR POWER POLE WITH UTILITY DROP POWER POLE/OVERHEAD LIGHT ELECIKIC BOX o CO o GI2I oGV l><3 WV tr WI2I FOVLT EB ~ -0- W/UD x:H? DEB CONC. CONCRETE UNKNOWN DECIDUOUS .1~lf.I DRIVEWAY ENTRANCE D/W PROJECT AREA seA _ - 20 10 o 20 40 1 INCH = 20 FEET )- m c LaJ ::z o (ij LaJ C )- f/J m 0 ~...... < 0::: o )- m f/J 0(1) ~ 0 o LaJ :J: o ::z o F n..z it: 0 ~u; LaJ > o LLI a:::: ~ < o d ::z 0') ~ U) ~ ~<O <0 o ~ ~Q) Q)"f- "f-I I~ ~(Q (Q~ ~"f- ""~ ~~ ~ ~~t\) PROtes ~~\N~ ~ f~ \ll. 56481 ~ 1>~ ~ Cb ~~ 5 ~~. t)) ~l_ (:) !l> tU (I)~ ~c ~~.! qi"1t .S C).~ c;:Q) ~ Ii:: Q) ~ - VJ 0, CI)~ ~ c:::-- 8 ~~~ J EXPIRAll~ DAlE": 6/30/ I ., LANDSCAPE ARCHITECTS ., <5 ~...... 0>[0 a:'<:t OeO cD~ ~~E Oll.o 0 :::J "0 W X . co a) ...:u...$ o co ~ i'g ~~m (/.)uje? ~ ~. Q) ~. . E t>ii:fi Q) .. a) SCD' tDSI .......c ('f)Q. m uI Ci a: We iLg!:l! <( ~m~i~: oi:ff;<t!Z:?i . ~~~gf~~i'a w~mo:zw...J ~g~E~~~ ~a:~.J...~t-x S~~~%~~ ~&8~~~m ~~l5~~~~ *~gw~~g :::o~~z5~ ~~~~~~ffi ~!i:g~~~~ 2~gffij:u.G :?i~eZ<:lo", :)80:?7.!z:0 ~ f~~w5 U)~lI1a:~iJj:r ~5~~~~::l S~~5~~! d'~b""ii:U~ :lo:z?i!5:l~ ffi~ll!~offi:; l:(!:"\toE~S o~~~~oi: ~~~8~~~ +::g~~~+i a:~wd~rt: ~g:~"':;:~t> a:w~<:l:zFa:e -a: ~-a: :ra.. <--x_ g~o.o~g;!: ..J 8~ ..LW ~~ .L~ 00.. -.~ I - ~ (l)Q ?(; ~z wi ~o. SHEET NO. :z <( -l a.. I- Z W ~ (/) (/) W (/) (/) <( W l- (/) L2 . ci a.. a.. < I- W (f) I- .2 c.:t: W (L 0> o , ..q- o , (Q o Date' .. *- ~ ~ $. ?' JUN 8 ; Original SubmittaL.,.,...._".._.. ..' I Iii Iii ill i i / ; i i 77; i ill/"1 I Ii/I Iii I Iii / ii i I;Ij i '; i i ill Ii i I i il I lii~ · · · · .. ... . · · · · · ./': I I I I I I I I I I I I I I I /,. 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"V ~<I TA 3ULA TION OF COVERAGE IMPERVIOUS SURFACE LANDSCAPING TOTAl DEVELOPMENT SITE PARKING STANDARD . COMPACT ADA TOTAl PARKING 12,633 SF -69% 5,550 SF 31% 18.183 SF 100 % 26 SPACES 10 SPACES 1 SPACE 36 SPACES 1 ADA SPACES SCA_ - 20 10 o 20 40 1 INCH = 20 FEET >- m o LaJ :z C) (i) LaJ C o 0.. 0.. <( :z o t= Q.. ~ C2 ( ~ ~ LaJ ... o ~ o It..l . t- <( C d :z >- (J) m 0 ~ .-. <( 0:: C >- m (J) o <D LaJ 0 ~ o LaJ :I: o 0> o ......... ex> o ......... !~ co ;< 0 C ~ (I)...... t:: .S~. & ~.J:.cQ) m(J)~C5c ~~.! q)~ .S 0":; t:: 0) ~ -(I) ~ CI)~ Q ~- 8 0) ~~ O)~ ~I I~ ~(O (Q~ ~"t- ~~ ~).;: ~ x-~t\) PR~~ ~ G'N~ ~~ $~648~~ ~REGON . ~ oJ ~A I!!-. 19 ~ ~~ .....~ M.~ I EXPIRAlI~ DAlE: 6/30/ I .. LANDSCAPE ARCRJJECTS .. o r:t,.... 0>10 a:"'t O~ a><q ffi~E 0> to 0 ::J "0 wx. <0 CI) ""':lL.~ o <0 N .- CDog .'t:! :r U) ::J~CI) Cf)c6~ - OC) CD .r:.CDE tit. - .!:: t.i:g{i CD .. 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O~ (LiZ ~ r: ';;: <5. ~ ,; ~ :, <1 x: ;: " ;; .;; ,:\ '- ~ .. 1: ,.., (; ~ '{ ~ r. ~ ~ GE \JERAl \JOTES 101-8.DWG 1. EXISTING INFORMATION SHOWN ON THIS PLAN IS BASED ON THE SURVEY PREPARED BY KPFF CONSULTING ENGINEERS, MARCH 2009. THE VERTICAL DATUM FOR THE SURVEY IS BASED ON THE CITY OF SPRINGFIELD BENCHMARK NO. 292, LOCAIt.1J AT THE SE QUADRANT OF THIRD STREET AND -B" STREET. WITH AN ELEVATION OF 452.63'. 2. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS -STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED IN 1998 AND 2003 (OR CURRENT ADDITION), IN ADDITION TO THESE PLANS. 3. ALL PUBLIC WAIt.K SYSTEM WORK TO BE CONSTRUCTED BY SUB WA"It.t< UNDER SEPARATE PERMIT. CONTRACTOR TO SCHEDULE AND COORDINATE NEW WA I t.t< SYSTEM WORK WITH SUB WATER PRIOR TO CONSTRUCTION. WORK TO INCLUDE SERVICE TAPS TO MAIN, WATER METER, FIRE HYDRANT AND PUBLIC LINE INSTALLATION. CONTACT BART McKEE (SUB) AT 541-744-3756. 4. ALL CONSTRUCTION ANDMA TERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2008 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CURRENT EDITION OF THE OREGON PLUMBING SPECIALTY CODE AND 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. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.57 INCLUDING NOTIFICATION OF ALL PERTINENT COMPANIES OR AGENCIES OF UNDERGROUND UTlUTlES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, SO THAT SAID UTILITIES MAY BE ACCURATELY LOCATED BEFORE COMMENCING ANY EXCAVATION. 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTJ="F"I) TO BE COMPLt.It. OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MA', t.t<lAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL' BRING ANY DISCREPANCIES TO THE AIIt.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 SAI- t. I Y OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 9. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. 10. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS. TV, I t:.LEPHONE, ELEe., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER. ETC.) IF CONFLICT OCCURS. 11. ALL PRIVATE WATER AND FIRE PRESSURE FJ IIING SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 12. ALL ROOF DRAIN AND BUILDING LATERALS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT, UNLESS NOTED OTHERWISE. 13. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTlUTY COMPANIES FOR GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE. 14. MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATIONS SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00405, -TRENCH EXCAVATION, BEDDING AND BACKFILL". 15. SOME SITE DEMOLITION AND UTILITY RELOCATION HAS BEEN PERFORMED. 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. 16. A'IIt.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 LOCAIt.u. 17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CON::'I~UCTlON. CONTRACTOR SHALL PROVIDE A TRA......IC CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 18. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO EXISTING BUSINESS AT ALL TIMES DURING CONSTRUCTION. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. ci a.. .Q. < GRADI. \JG \JOTES z o i= Q. Z 0:: 0 g en w > o W 0::: ABBREVIATIONS 1. SLOPE AT HANDICAP SPACES SHALL NOT EXCEED 2 PERCENT IN ALL DIRECTIONS. 2. CONTRACTOR SHALL REFERENCE APPROVED LDAP PLANS AND INSTALL ALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL ADHERE TO THE RECOMMENDATIONS AND REQUIREMENTS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND SEISMIC HAZARD STUDY AND THE APPROVED LAND DRAINAGE AND AL I t.t<A TlON PERMIT FOR ALL GRADING ACTIVITIES SUCH . AS TOPSOIL STRIPPING, SITE PREPARATION, FILL REMOVAL AND STOCKPILING, COMPACTED FILL SLOPES, SLOPE STABILITY, FOOTING St.1 ~ACKS, EXCAVATION, TRENCHING AND Wt.1 WEATHER CONSTRUCTION. 4. THE CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING PAVEMENTS, CURBS, AND OTHER SITE ELEMENTS WITHIN PROJECT AREA. 5. FINISH GRADES INDICATED IN PLANTING AREAS AND STORM F ACILI.TlES ARE TO TOP OF TOPSOIL, AND NOT TO SOIL GRADES. CONTRACTOR SHALL ACCOUNT FOR TOPSOIL WHEN ESTABLISHING SITE GRADING. AC ASPHAL TIC CONCRETE L LENGTH AD AREA DRAIN LF LINEAL FEET B.O.W.,B/W BACK OF WALK L.P. LIGHT POLE C8cG CURB AND GU'IIt.R LS LANDSCAPING CB CA TCH BASIN LT LEFT w I- CL CENTERLINE MH MANHOLE < 0 C.O.W. CITY OF SPRiNGFIELD MIN MINIMUM COTG CLEANOUT TO GRADE MJ MECHANICAL JOINT 0 z CONC. CONCRETE PERF. PERFORAIt.LJ CON ST. CONSTRUCT PIP PUBLIC IMPROVEMENT PLAN m ONE DO NOT ENTER PUE PUBLIC UTILITY EASEMENT >- >- ~ m m~ D/W DRIVEWAY PVM'T PAVEMENT o 3: >-lL. m::E O::E ex> w'J ~ OW DOMESTIC WATER R RADIUS z 'J z<( ~::E DWG RT RIGHT C) 3= 0 ~<D DRAWING in < w ELEC. ELECTRICAL R. O. W. RIGHT-OF-WAY w 0:= :I: <0 0 0 0 0 E.O.P. EDGE OF PAVEMENT S SLOPE EXIST. /EX. EXISTING SHT. SHEET SPECS. SPECIFICATIONS fI) FOC FIRE DEPT. CONNECTION C8 - FF FINISHED FLOOR ST STORM CD ~ ~. FG FINISHED GRADE STD STANDARD .OS . -m 0) ,~ ~ ~a FH FIRE HYDRANT SUB SPRINGFIELD. UTILITY BOARD ~~~i FOC FACE OF CURB S/W SIDEWALK ~~ FP FIRE PROTECTION TB THRUST BLOCKING ~ ~ ~ i~ G GU I I t.1"< TC TOP OF CURB ~>( 5 ~ t:t GB GRADE BREAK TP TOP OF PAVEMENT G GL GAS LINE U.N.O. UNLESS NOTED OTHERWISE IE INVERT ELEVATION W WATER IR IRRIGATION WM WATER METER WQ WATER QUALITY ww WAS I t.t/A TER WI WITH lEGEND 101-0.0WG SEPARATION STATEMENT ALL WAIt.R MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WAtt:.RMA1NS 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 WA.,t.K 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 10' HORIZONTAL SEPARATION, THE WA'It.K MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18"MIN. ABOVE THE SEWER. PROPOSl:1J EXISTING I- w en I- :E ~ LLI ~ D.. {?-~! ~~ o~~.fJ . .;0 ~~<<~u .g q~~~~~. g O~ C; M .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ".. .. .. .. .. .. .. .. .. .. .. .. '* .. .. .. .. .. ............................ ............ .. .. .. ..' .. .. .. .. .. .. .. .. .. .. .. .. ..' .. ..... .. .......................... ........ ........ .. .. .. .. .. .. .. .. .. .. .. .. .. ... .' ..... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..- .. .. .. .... .'........... ...................... - HEAVY AC PVM'T I> _"1> _ ',l> _ ' , "t::.. ' " t::.. . ," t::.. . I " ,.0.., ".0... ,,"' CONCRETE PVM'T //////// //////// FILTRATION BASIN/PLANTER / / / / / / / / CURB & GU'I I t.t'< ~IU CURB ^ CURB SLOT EDGE OF PAVEMENT PROPERTY LlNE(PL) OR RIGHT OF WAY(R/W) GRADE BREAK EASEMENT LINE (EL) CENTER LINE (Ck) / ALIGNMENT SANITARY SEWER / WA~It.: WA'It.t< STORM DRAIN WA I t:.t< 0 Z LU -I c.J 0 LU --I Q~ 0 Z .J..w <( 02 CJ) OO!:fj! z 0 ..L~ ~ CIL <( ,: ::E :> .J..- LU ~ 0::::: 009 Co ~o co <( ..... 3:'~ CJ) LU ~~ I- 0 <C z --I C 5> u t__ s so W T E ST w/FPlDW It It ~ r:J TELEPHONE LINE POWER. LINE GAS LINE GRASSY SWALE OVERHEAD LINE WA It:.K VALVE WAIt.1"< METER FIRE HYDRANT MANHOLE CLEANOUT CURB INLET. OR CATCH BASIN AREA DRAIN SURVEY MONUMENT POWER POLE TELEPHONE POLE TRAFFIC SIGNAL TREE ELECTRICAL VAULT LIGHT POLE STREET SIGN SHEET NO. -G -OHL [><J wv WlZI . tr @ co o . . DID o . -0- -0- ~TS w --' l- I- I- W W :c CJ) o EI2J x>-9 C1.0 r I: ~.' r ( ~. Date J~ Ortglnal SubmlttlL,,___~.~ I I I I C' J "Tl "Tl ~ , I tn rri ,,. I I '(0 I ~ . '.' ' F~." ~ . .~.J;t~_. ..'. .' l;' : " .' ~ . k : I " ':---F~"', . - A I . . I I ( I "Tl 'Tl ~ ( J r:n I I I I I I I I I t J:lJ!lK COMCAST! APS -EXACT WCATION UNKNYWN OH{} . It'C..' I I .... . ., I I I I I I I I ..~ ;:.,. . .-=----.. . ' ' - , .,.~. '~~ .'.~ . . '. , & r. '.,. ~., .~ - . '. J ....~. ~ ~. '. ----- . , : '.--=--. .' .~. ~ ..... ..... --------- ..... ..... '---- o N o m <( ..... Ol := "'0 E "'0 I o N N ~ 00 00 / ..... o ..J 0.. / a <( () / ....... o ..J Ol c 32 I.- o 0.. L~G~~J: KEY "OTES: ....~. ~~+--~- ~~ '.1 I I f/ / / / / / / / / I BUILDING OUTLINE SIDEWALK/CONCRETE ASPHALT CURB LINE APPROXIMATE PROPERTY LINE UNDERGROUND CABLE UNDERGROUND ELECn'aCAL LlN]!; UNDERGROUND TRAFFIC SIGNAL LINE STORM LINE SANITARY \:SJ!,WER LINE G. GAS JvJ.):!;1 J!,f( OGV GAS VALVE CD MWV WAIJ!JK VALVE (3) ~ lt~ HYDRANT Wm W Al J!Jf( Iv!J!. l.I~,R 0 FOVLT FIBER OPTIC VAULT EI2I ELECTRICAL METER 0 --:) GUY ANCHOR @ -0- POWER POLE W/UD WITH UTILITY DROP @ H POWER POLE/OVERHEAD LIGHT 0 oEB ELECTRIC BOX CONC, CONCRETE 0 DECID. UNKNOWN DECIDUOUS TREE 0 D/W uKlVEWAY J!I!'nMNCE @ @ @ @ @ ~4tZ ..".4 Ill" J I I . SEE LANDSCAPE ARCHITECTS PLAN "FOR TREE REMOVAL/PRESERVATION. REMOVE EXISTING SIGN.. REMOVE EXISTlNG D/W AND CURB.. CUT CURB AT GU. Jt.R. REMOVE EXISTING CB AND PLUG lA Il:.KAL. REMOVE EXISTING WATER LINE. AND .CAP. REMOVE EXISTING STORM SEWER LINE. PLUG END. REMOVE EXISTING ASPHAL I, AND EXTRUDED CURB. EXISTING S/W AND D/W TO REMAIN. PROTECT EXIST. SIGN. REMOVE EXISTING CONCRETE ALLEY TO SUB GRADE. PROTECT EXISTING UTILITY POLE, GUY WIRE, TRANSFORMER AND VAULT REMOVE EXISTING CONCRETE. PROTECT EXISTING ,UTILITIES TO REMAIN. LIMITS OF' DEMOLITION (SEE LEGEND). REMOVE EXISTING SURFACE TO SUBGRADE WITHIN LIMITS.. CONTRACTOR TO REPAIR ANY.AREAS DAMAGED OR DISTURBED DURING CONSTRUCTION THAT ARE OUTSIDE OF DEMOLITION LIMITS. . 1 c:r'1 E TS SI:' SS ~W WAl.l!lf( Lu'l.l!l GAS LINE OYJ!.Kt:IEAD POWER LINE/TELEPHONE SIGN DOUBLE POST SIGN G OH~ ....... (f) (f) :r: >. o := <1> ....... E8 01 lON 1'0~ ,. 00 Oeo ......0 .......1'0 0/ c eo - 0>0 00 '-..N 00/ '-..0- to/ o / -0 .. <1>0 ....., ....... ,. o~ iLi~ 0 DECIDUOUS TIO!iE @ SANITARY MANHOLE @ STORM MANHOLE . CATCH'BASIN/ AREA DRAIN a AREA DRAIN CO SANITARY ISTORM CLEAN OUT 0 c: - - :J LIMITS OF DEMOLITION. - - J:"J!lI( SPRINGFIELD UTILI1Y BOARD MAPS r -EXACT LOCATION UNKNOWN .FQ ............... SCALE 20 o 10 20 40 1 INCH = 20 FEET f=! ..c( 0 ci z >- m >- ~ m >- m ~ ;: Lt.. 0 m :::lE 0 :::lE en t.&J -, t.&J ~ Z -, ~ <( ~ :::lE C> 0 I=! <0 (j) <( t.&J t.&J a:: ::r: <(0 0 0 0 0 ~ ~ . ~. 0) .S m 0) <\J ~ ~ ~ '1 l(j (j) a ~ ~! ~ ~~6 ~ -~ Qf ~~ ::J ~ ~ ~~ ~. 9> 8 lU lC A oft- ~ ~~ o~~{O r.<Y ~ <( ~J) q~ ~O ~~ ~C:J vO .....I o O~ ,I. w O::t CJ)~ , 0 I I a: On.. :. ~ I - I ~ 009 ~o 3=~ wa: I-~ <C o z <( --I 0- Z o i= ...J o ~ UJ o W -.J I-- I-- I-- W W I _if) SHEET NO. C2.0 ci 0- 0- <( z o f= a.. Z ~ 0 fA CJ) w > :0 W 0.:: I- w CI) I- - ~ ~ w 0- ~ o ""- co o '-- \0 o I Date Rec;sh,-ed: , JUN - b Original Subm~ttad, ~ '~ ci a.. a.. <( _ ....... .....II..'.UI. I I ( J :il :il I ~ I ( I (fJ iIi A3 BUILDING ( I (EXISlll~G) I \0 I I Ii t I I @ CURB SLOT. x:x- MA TCH EXIST. C5.O (TYP.) BACK OF WALK I I 0+00 z o iF n. Z ;0:: 0 u - (/) UL UJ > o W 0::: .,. ..... Z1 :il ~ ( I (fJ ::r: ..,. I I ~ JEAN MA..t<.m BUILDING (EXISTING) W Ir- ,C( to GATEWAY LEARNING CEl\rfl!lR (EXIS'l'U'iG) to :z I I CD o o o @ @ o @ o @ @ 18"X18" "00 NOT ENTER" SIGN. MOUNTED ON 2" GALVANIZED POST. MOUNTED 3.5' ABOVE ,FINISH GRADE TO CENTER OF SIGN. 8"X24" "ENTER"SIGN. MOUNTED ON A 2" GALVANIZED POST. BEGIN CURB AND S/W, MATCH EXIST. END CURB AND S/W, MATCH EXIST. CON~IKUCT CONC. ALLEY PER C.O.S. STD DWG. 3-2. NOT USED. NOT USED. CON~IKUCT SIDEWALK PER C.O.S. STD. DWG. 3-12 AND ~ltJ. CURB PER C.O~S. ~iU DWG. 3-5. PROTECT EXISTING TREE & TREE GRATE. REMOVE EXISTING TREE WELL AND CONSTRUCT SIDEWALK PER C.O.S. ~ IU. DWG. 3-12 EXISTING SIGN TO REMAIN. ()) ~ tX) ~ ~(() <(0 c >- m o 3= I.LIJ Z J C) en w o >- >- I.L. m ~ m ~ o::E z<C ~~ 3= 0 <( w 0:: :J: o 0 A EXIST. POWER POLE TO REMAIN STD. CURB~ ~ MATCH EXIST. ,;SCORE JOINT. fI) ~ ..... CD ~ oS 'I 0) ~ ~B lij ~~ g ~~~ iI ~ fii 6 ~ G ~~ ~'Y ~! ~~ ~~ ~ MATCH EXI ;T. .;' BACK OF ViALK MATCH EXIST. I I I I - I- LU en :1- ~, '~ . LLf ~ 0- ~ ~~ ~~ o~~.fJ ~ r;Y ~ << ~J.J ....... <J.<l? ~O ~<l? g ~C:; 00 I I --- 9 --- ~ -wHEEL STOP -- C5.0 (TYP.) --- --- --- --- --- --- --- --- --- -- -- -- -- -- -- -- -- --- -- -- -- --- --- -- ___ 10 SOT J'; --- --- 2+28.32 "---;- _ uTllAST--R~6~__ - - - _REJEJT SEE DETAIL 1 - -- -- __ ___ THIS SHEET 3 2+48.72 -- __ 0RT. 85.05 -- --- --- -- -- I I -- SIDEWALK (7\ (TYP.) 'e:9J I --- -- -- ~-:) -- -- STD. CURS('4\ 2+68.45 ~ -- __ ~ RT. 88.79\V -- --- -- -- -- . 4.:. -. 4S .. .. .. <I. ,; " .. 4'" ........ .. ' ':. L5\VEGETA'rED~~", ,..., ,~..Ij '.6 \e:YFI~~~t\/,:.: ~~::~$~'::~ . d:',:~ .#' .:, -, ~., "\~(:::::::~:::::::::) ~:::::~~,d:\:::':','_:':-,:, .... ::Zt~: _:: .::.:.:.:,:.:.::::?%.:. _ ::':':_:':':':':':':_:,' '.:. _'. '-. ,R'1'.. :.:.:-:.:-:.:.:.:-:-:.:-:-:-:.:-:-: :.~.:-:~~.:~~:.:-:-::.: !l,~, 0 ~ :::::::::::::::. :::..c,.-t:.,.~~.y~..: .',. .:,:.:-:.:.:-:.:.:-:-::.:-::-:.:-:.~r;':'J:4;~J': ~., '0 A,: ....filo/............. .::::::::: .:::::::::::::::::. .'-<t '" pee ::::::::::::. AI " A /2+39.52- ::::::::::::. . ,'. RT: 1 &32 ':-:-:-:.:-:-:.:.:':.:.:. , <$: y ~ /If; / ::-:-:-:.:.:-:.:.:-:-:-: \\,:\.:,??3':':-:':'-!f::::: :')'. '. ".,(.:. <""'O~~~~::}5::?\P'~ .. , , , .. .. . .. '-.?'...,....... . ,. . , .. , . .."" ~: ,. ,., . , . :-~.:.: ~.::-:.:.:.:.~::.:.:.:~~.:: :-:.:.: :. ~.: :'. .~.:-:.:-:.:.:: :!STRU?ING~~::.'\~~Q '1': . . 'g" ~ 1.tJ. 'EU~D' ....... .. ::::. ::::::::::::::::'~'~2+5t . :- ~D5:'O: 'TAPER:::-:'::::':':-:~ Wm" '-:h .:- :-:: :'.~:~:':':':':':.:"'.: ~ ::. . .... ::::::::::::::::::::~ ~. ... ~. . . . . . . .R:r..... .' .: .:. :.:.: .:.: .:.:.: -:.:.:.: .:-:.:.:.: -:.:.:.: .:. :.: .:. ':?fa": -: :..:: :::: ::~.:: ':::::0.<< 'M:~:~'::' ::'.:,: :::::: :::::: ::::: ::: ::: . . . . . . . . . . . . . . . . . . . . . . . . . . . ..' .. . ~ 4 U. RI'\ ,... ............................,- .... ..::..("T':vP.}...... 'C5'1:::::::::::' :::::::::::::::::::::::::::::-:::.' . . . . . , . '~", '. . . : :':',::::,:,::~:,:::':~~::':::':-::'::::::::::::::::::::: .'~ ".....~"............-..... -- -- -- -- -- -- --- -- -- -- --- -- -- -- -- -- -- -- --- -- --- -- --- -- --- -- --- -- -- -- --- -- -- -- -- -- -- -- -- -- z <( --l C- O Z ~ 0.. o Z <( --l o ~ I- Z o U .....J ~ Z o N ~ o :c ----- -.............. ..J o ()~ .Lw 02 CI)!! -: ~ CJ~ .1.- ~ 009 ~o 3:~ ~: <C o o rri (.) ro <( t- 0'1 ~ " <5 ..c I o rri N -.;::t <X) <X) / t- o -.l 0.. / o <( () / ..... o -.l 0'1 .S .::( \- o D... ............... r:' -- I I --.......... I I ................... ........... -........................................ .. ~ .1: _ -:MAitii:'E'X st~.:.:- ,~:~/~:.:.:-:-:.:.:: ::::::.:::::: :i ~ ~ ~. w -' l- I- I- W W :c (/) ..... (f) (f) I ^ o 3: <1> ..... E8 01 I")N -.;::t-.;::t "<X) o <X) ~O ....... I") 0/ _ (J) CO . 00 ,,~ <X)/ '-...0.. (0/ o / -U .. <1>0 ....... ..... .. 0<1> n.G: ~ :, "- ~ ........ .-:J.. .. . . . . .~:: .:.f.......~ ~' " ~ ..-: ~..s ' 2' . ~r- SHEET NO~ q :c :r; C3.0 ~ c SCALE o . 10 20 , <$ Ij'..oil '. ,'~ ~~ 40 20 u P A VI "G DETAil '~ Date Receive f: ~ ., .r 1"=10 FEET 1 INCH = 20 FEET "" i: ~;. (j .... :.; r ~ ;:; .. ~; J;:' t Original Submittal " JUN - B 2009 d il- 'l- .~ E-t ~ ~ ~ E-t CfJ ::r: - --4 (0 :z '0 1= .1.. Z i2 0 g U5 1.aJ > o W a::: A3 BUILDING (EXISTING) JEAN MARIE BUILDING (EXIS .1U'lG) GATEWAY LEARNING CEN'l'~R (EXIS 11l'lG) ( I ~Tl "Tl ~ ( I CfJ ~ ( I t'- o ~ () en <( I- Ot S -0 ~ · I ~ o. MATCH EXISnNG -456.48 MATCH EXISnNG TP=456.5:J:: DITCH INLET f3\ RIM=455.50 ~ IE=453.72 12 IF-S-SD(HDPE) S=O.OO5O MATCH EXISnNG TP=456.57 ALTRATlON PLANIt.tt(1, jBOlluM=292 SF ~ ElEV=454.00 456.64 i~.:-i IsEcne. " _ ~11. 1 Ecne x ~ IsEcnc MATCH EXlSnNG MATCH EXlS'nNG ....f=456.6..+ L- W=LQ 7+I-f . 12"SS ~!' .. 4!!iC.:9 . 12"SS" ~ ._ f 1sT one Ii cone MAfeH EXISnNG (sTeam: so.UGL 4 ,57 456.67lP=456. 7+/- \. Is . ~ .,,.. IsEcnc "- _..4ti!5 69 ' tf' ' --....... . --'- '~.l2@Hi".. 4' I \ TP=456.62 I I TP=456.70 TP=455.90, 1P=456.20 .0.5% ~ -, ~ - ~. TP""456.10/ r IV:;' W IUD -e130 -JI - 455.68 JsEcne ..,,\ TCH EX1511NG "1J=456.73 @ EXIST. SO tAANHOlE / RIM=456.62 IE 12- IN(E)=450.56 . . IE 12" OUT(W)=450.54 r.'/~ . ~ =. ~ 0) ~ ~ ~ ~ !~~ ~~~ LQ. U) ~} I ~ .~ ~~o ~~ ~ oOlQt ~~ . ~ W ~ ~~ 8 lU ,_- -. _., .,6 IsEene . ~ .\..~.~ .~~.1._.I.-MATCH EXIST. ..~ lL~"1~ .--- . ;ffTP=4SS.S2 / -eo TP=455.62 ' 1sT - 38 IF-4~ PERF~M 455.89 \. . S=O.QBS8\ }sEcnc ,I: _'.. _lsE~_ ....- _.~- .... ~ 4-56 r - -=- \ ------- -~~~~A ~~~ /-/.:..../--/-.1 ~ EXIST. CB RIM=456.96 IE(lN)=455.23{N) IE(OUT)=454.5O(S) f'5\ F1llRAllON BASIN .~ BVIIOM=292 SF ElEV=454.00 \t1 E MATCH EXlSnNG TP=456.5:l: ~ CATCH BASIN 6 CONNECT TO /RIM=454.50@ EXIST. 12~ SO\ IE=453.99 IE=453.62:1:' ,9 ~~. ..:' 'L\ ~ - W=456.31 \ \ _.. ALL . . - .." "I I 'J~~ _: , ~ 1SUG(.'~L-lsle \ 4 stlUGL J Stl Isle -- 4 1P=456.29 lS6.29 IsEct :: , '..l--'-'-' - I - .--. -.- ~~. , o 11 I ~ U. \ TCH EXlSllNG BW lP=456. n EXIST.. SO MANHOLE RIM=455.76 IE 24" IN(W)=451.72 . IE 24- 1N{E)=451.78 ~ ~ I~ ooT(5)=451.62 , . St)... f;! 1455'75 V"" cbTFC ~ -~~ ~ ,--, ~ . ~ TP=~.~ - .* 12"SD - ~ x~~ ~ ....... W=456.3~ 't56.9f ~ / ~dge - '..., TP=456.J / ~ Ul x 455,77 I::'lc..url\. SD MATCH EXi~i1WG" TC=456.6:l: MATCH EXlSnNG TC=456.9:1: .. "" ---- a: MATCH EXlSnNG ... BW=457.70 :..\. .fr .~ ~~ O~~,a ~~ ~ << :-:JJ q,~ ~O ~~ #' 00 I- LU CI) I- ~ ~ LU a. 0\ o .......... CD o ----.. \D o ------ / TP=~ I ~ ./" "-- Q / "\ -45~~ (' FJ:e, W=457.02. ( . ____ . TC=457.52 "'. .. )-- ~ / ~ ~----- ~ ---- ---- ... MATCH EXISTING BW=457.79 q 00 ......... -- -- -- - -..- ~D~ . =====- \ --- ~ \2 ......... .......... ............ -- ............ -- 12"55 .. 12"55 456.37 ,~ isTconc "456.34 isTconc 456.46 isEcnc ~ ' --- 1 IC --- '- .; ~ :c :i <l r. q ~ -+-' :::::J I -0 (Jl I o ~ C".! -.:t <X) <X) / I- o -' a.. / Cl <( () / ...... o -' 01 .S .:::t:. \... o a.. 1P=456.43 com IE=453.66 1P=455.86 '14::1ii~T. 456.57 is.E;~c . * ~ 12"55 ""'"""'- ----- ........ :> ""'"""'- ..J z <( Ol) -J c... ............ 0- Z 'z, ~ ......... .Lw ---- &l~ 0 ~ ~ :c~ ~ On.. 0 .......... J:~ I- --- V) ~ 0 009 z ~a <( lJ 3:~ z - wa: 0 I-f ~ <c LJ 0 8 LF-10" so 5=0.0050 ~ .. ~ 1:"St' ' .... --- -r 9 LF-8" 5D /S=0.0050 ; V :/ ./S=0.0050 f I" y~ y)~~ . :.';/ . !!~ ' . . \TP=~79_ 9 LF-4- PERF. flPE ---- / Y/ TP=456.13I / / TP=456.18 /~\ ~~ ;::l:~g 13 LF-4" PERF. PIPE ~~./% TC= 5=0.0050 ----- _ 'l./: /TP=456.85 JP /TC=457.44 . Y7Zz_____ TP /TC=457.3~ ---- ~ ---- ---- ---- .W=456.49 ---- ---... W ...J l- I- I-- W W I C/) ---- '.. " r. ?;- -+-' (f) (f) I >- o S (1) -+-' E25 01 roC".! 1'0-.:t "<X) o <X) ""'0 .......1'0 0/ co 0')0 00 ...........C".! <X)/ ...........a. f.D/ o / -0" (1)0 +-' ....... .. o~ 0:::4: --- -- ---- ,:1 ~ I: (;, ~ ., ~ r. r. ~ /\.,8 SHEET NO. -, ,- J ,'*'; SCALE C4.0 i:\ '- ~ 20 o 10 20 40 r .,." ~ 1: Jj '( :, CD GRADI ~G DET All N.T.S. I.LJN -8 19 1 INCH - 20 FEET Date RE~Cei\~d: Original submittal__._~_~--,-- NOTES: . 1. CONSTRUCT CONTRACTION JOINT SPACING AT 15', AND AT ENDS OF EACH INLET AND RAMP. CONSTRUCT EXP ANSION JOINT AT 200' MAX SP ACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. 2. TOPS OF SIDEWALK SHALL SLOPE TOWARD THE ROADWAY AT 1%-2% UNLESS OTHERWISE SHOWN O~ AS DIRECTED. 3. SCORING PAl I t.RN AND SCORING DETAIL PER LSA PLANS. 4. BROOM FINISH ON CONCRETE UNLESS NOTED OTHERWISE ON LSA PLANS. 5. CONCRETE SHALL BE 3300 PSI. d Q., 0., ~; "- " VARIES (SEE PLAN) ",.!~~2% ;(6~M~~~KCb~~~~D:, d II I 1- .:.;, . ..' ,J. .4 . 1&" '" '. . .4" 11' .. .' .' - I . A.: .' . · '.' ., . 4, ., , .4. . .'. , ,A.:: -'. ' .' , ' .' .~',' : .': ,,'..,. .' , .4. .,.. <IS ..' '4"'; ;,,= A ..,~.. . ,..4'.., ~ A.. ',." '.0" 0,"0"0". .0.'0'0" ...o,,,oo"o.o'oO~' j.. , h ':0 ~~:O~. :0'000: ;, ~io.::...o f ~ ~o ~io ~:O f~~: ~io .:o~' : ~::~: Of ~ ~o.o.:o': 0 f ~ ~o ~io': of~~" ~io': 0 ~ ~/J!~: 0 ':0 ~\ : l" ~ ~O(\.oO () 0 .~~n.oO.. 0 -;.0 0 .., .()"../'iG 0 ". .0""_,,, n. #0 ^ ^ .. .... ~ ^ I ,... "l~llll : "I, 'II 'III III' -I I 1- " "'-COMPACTED 3" OF BASE COURSE NOTES: 1. CURB EXPOSURE 'E' = S", VARY AS SHOWN ON PLANS OR AS DIRECTED. 2. CONSTRUCT CONTRACTION JOINT SP ACING AT 15', AND AT ENDS OF EACH INLET AND RAMP. CONSTRUCT EXPANSION JOINT AT 200' MAX SPACING, AT POINTS OF TANGENCY AND AT ENDS OF EACH DRIVEWAY. TOPS OF ALL CURBS SHALL SLOPE TOWARD THE ROADWAY AT 2% UNLESS OTHERWISE SHOWN OR AS DIRECTED. z o F 0., Z (E 0 () - en C/) lIJ 5 01 l.aJ a::: 3. .... .... 4. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM WITH CURB MACHINE APPROVED BY THE ENGINEER. ~. Cl SUBGRADE Tg~C~~I,*U~~\ - 6n - ~( R U1I1:'I'I, ~III F.~ ~,: t:.~: l.aJ f PAVEMENT 11:<: .~ . J {u..,..., '1 . : ~ ' '~ ':::~:~:~:~:~:~:~:~::~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~:~~:~:~:~:~:~:~: ~ , . , ., ,. ~o . 0.00 Q .,. 0 .00, ":':, 0 0'0 o 0 . 00 '0 0 : ,c , : '~'o 0 0 . ", " '. 00':0 f " tio ~. ,,, ':0'; , 0 . "0 ....0.00 ,," 0 \":0'00 '00; .oo':o'o~o .00" :0..00 :...:o.:o:-~~oo".~ ~.4..tt AC SURFACE ~ . . .COURSE ~~f::~~*::~t~zi~~*:f,f.~~~~f::t~t~f~tr~1r.~~:':';::;;;'::'~f:':l:'::::'::::~tr{{f.:t;*~:~~~:::t*:~~~~~~~~~j,~~>>~~:~:~t*~f~~:i~~~t~:~~;;;;~;:~~,~~:trf.:~5~~~~::~::~:~~t::~~t:t*~t*{ : .ooo~o.oo 0 :~o'oo ,0.000 :oo.:o'ou; . 00 0.0 '00 0 .c..o ,,' .0 '000 0 .00.00 o . 0 00 0 '00 0 ( 0 .00 00 0 oco 0 0 ( )'00 0 0 .00'00 (), '00 0 0 ,00'00 0 000'0 o . ~ 0 · () 0 00 . 0 , ~ 0 · 0 0 , 0 0 '~o 0 . 0 . ~ 0 · 0 0 0 . 01 . '00 .0 '00 000.00'0 10 .0 .;0 000 .0 '00 () 0.00000'00 CJ 000000'0000 .. t1 o. 0 .', ,0 ~ 0."".0. ?.. . () 0 ~,o. 0 MIRAFI 500X ~~~~~~~~~~~~~~~~~~\: !~~~~~ ~o~n~.~~c .~ OR EQUIVALENT.. "') ~>&>,.'0-""" ,',,~"^' . COMP ACTED SUBGRADE . 12" OF BASE COURSE d z >- IX) o ;: lJJ ..., z' ~ " en lJJ Cl 0) >- ~ >- u.. co ~ 00 IX) ::e o::e ~<.~::E ~ <C ~ ~coo 0:: :I: _ Cl (.,) Cl 0.8 ~ STA ~DARD A,SPHAL T P AVEME ~T"S;ECT:I'ON N.T.S. 301140_7,OdtO,dwg ~ m ~ ~ .~ m ~ ilj t3~6 ~~ ~ ~,~~ ~~ 1S C5~\J ~~ ~ ~ ~ ~~ a ~ LC (j ~ CO-~CRETE SIDEWALK N. T.S. 20t-A.OVl'G ..... .... "" z ~ '-" ~ STA~DARD CO~CRETE CURB N. T.S. SEE LANDSCAPE PLANS FOR PLANTING FRONT VIEW NOTE : ALL STRIPES 4" WIDE (2) COATS WHITE H.D. TRAFFIC PAINT (PRISMO OR EQUAL) *u x 18u DOWEL (TYJ:..'4 PLACES) .... w V) .... ~ ~ w Q. ~ ~ ~~.~o ~o<<-.~o 8 ~6.<<~v ~ q,<l? ~o A~ 0 ~Cj 00 NOTE$: 1. DIMENSIONS ARE NOMINAL AND MAY VARY TO CONFORM TO MANUFACTURER'S PRODUCTS APPROVED BY ENGINEER 6" EXPOSURE 12u ......... .... ..... 6" O"EXPOSURE (TYP.:. TOP OF CURB ~ ___ " ~~ I: co ...- 6u EXPOSURE -- .... .f _... BOTTOM OF CURB J r- TOP OF ~ PAVEMENT ~/ ~'it~~i~~~~~"ii~~~~~~~~}i~ ~ ;5~.z*:'E:~'::~'7:::~.zw~~::0:Z<<'M-::~,~.::~:~::'-::'~i:::':W::";!':;:'~ ~ CONTRACTION JOINTS ? '" YELLOW STRIPING (BOTH SIDES) NOTES: 1. INSTALL 4"_10" CLEAN ROUND RIVER ROCK Q CROSS HA TCH STRIPI ~G N. T.S. 305-A ~~ RECYCLED RUBBER WHEE.. STOP N. T,S. 1. NOTES: INSTALL CONTRACTION JOINTS AND EXPANSION JOINTS AT LOCATIONS INDICATED IN SPECIFICATIONS AND AT THE FOLLOWING LOCATIONS: - EXPANSION JOINT AT 40' MAX, - CONTRACTION JOINT AT 10' MAX. GUII~R~N:~~ ,I~ (PAVEMENT ~ .. ,1r~i'~'t~!lrtt.lll.~~ r~ 1 , ........... f _ . .. _ / 6" CURB EXPOSURE . BOTTOM OF CURB~ 18" ---- crIr--. m HANDICAPPED VAN \\ -.....; ~---SYMBOL OF \ \ ACCESSIBILITY \\..WH.EEL STOP AS ON CONTRASTING SHOWN ON PLAN BACKGROUND EDGE OF LINE STRIPE OR FACE OF GUTTER 4" WIDE PAINTED PARKING STRIPES. HANDICAP STRIPES DIFFERENT COLOR THAN STD. PAR,KIN,G STRIPES NOTES: , 1. MAX. SLOPE OF PARKING AND MANUVERING AREA 1 IN 50. .... .... ..J '0 O~ Ow CJ)~ ~ .l.~ 00.. , ::! ..L- ~ 009 ~o ~.~ ~~. ~ V) .....J =< o ui () ci:i <{ I- ~ 3: "0 .....; "0 I o ui N .q- ex:> ex:> ,/ I- o -1 a.. / o <( () / +.I o -1 ~ c: 32 '- o a.. ~ CURB SLOT N. T.S. 3tO-A 24" r LEVEL MANEUVERING SPACE 17' I .... ~Z~~ NOTE: ALL PARKING .f " STRIPES 4" WIDE (2) COATS EDGE OFRA:. ~ . . '/ ro: ;~:M~'~R~~~~~) PAINT LINE STRIPE " OR PAVEMENT ., A /) 24" .... .... .... ~ .u o .....J :> o 12" ~ +.I (f) (f) I >. o 3: (]) +.I E8 01 f"-...N I"}.q- " 0::> 00::> ~o +.II"} 0/ ro 0>0 00 "-.N 0::>/ "-..Q.. <D/ U / -0 ., (])o +.I +.I " o~ o:c: ASPHALT ~ .... PARKING ~ : rASPHALT LOT ,'v' ~ 5% MI~._ "'-[1 5,~M'NA<< t '.' ~A~KING LOT ~'~,<'r",~:> ~,'~::::::.:: ~..'.. .':-', :',A: ~ :T..,~' ~ ,'~~ .4':~"~:,;,,~~.f::~.:~~_~:0:'~"~ o · 0 o. 0 . 0 . L ' ",', A, .. Ii.', . . -'J ~, ','.. · · 0ll!.Q · 0 o. 0 , 00 . 0 0 . 0 n ~ ' .' ,^, ' .' '''};. '., 0 0 ~ 0 0 << 0 0 0 ' ~>;:." 0 · 0 l' " '. .' ~" \'~4 '.l!.. . ".4 ." 0 0 of. ? 0 ~ ~~v ".> 0 ' 0 · 01.1 -' _, . '~" ~ . ". ..' 0 u. 0 - 0 . q* ~~~~ ~~~ ~~. 0"0 0 00. 0 00, 0 00:' 00.000. 000. 000. 0 ~~..~ .V1\..",< -0<..,0 0' 0 · 0 o. 000 . 00 .000.000.000. 0 o~ ~~. ~~~~"o 000.000.000.000.000.000..000~ ~~ " FIRM C'(.(~~"o '0. 0 0 ;'0 00 ~o 00 000;'00000 00 .,,%~y/ . 12 OF BASE COMPACTED ~~~~~" /.(~~~~MATERIAL 2" ~" >~~. ,~V'/Y' SUBGRADE ____.' , .....- #4 REBAR 44" LONG @ 12" O.C. #4 REBAR @ 8" O. C. CONTINUOUS 2" ABOVE BOTTOM OF SLAB ':q. ~ f EXPANSION JOINT TOP OF CURB ... 37" TYP .... .... SYMBOL @ PARKING SPACE. N..T.S . DISABLED ,PERSON SYMBOL SIGN WITH "v AN- ACCESSIBLE" RIDER (WHEN APPROPRIA TE) (OR 20-68) w t=! I-- I-- W W :c (/) t ~ ,.... tt) SHEET NO. o ~ VALLEY GUTTER N. T.S. EUG- ~ ST A~DARD CURB TAPER N. T.S. EUG- ~ HA ~DICAP STRIPI ~fj N.T.S. C5.0 " oa... A~,.eC!hf~ld: ,e" Jtjj~ - lJ Original """" Lri u cD <( I- O'! ~ . "0 ....; "0 I o Lri N .q. to to / I- o -.J 0.. / a <( () / ...... o -.J O'! C ~ ~ o 0.. -...... (j) (/) I >. . o ;: ()) ...... E8 01 OON l'0.q. o~ ~o ......1"') 0/ mC() 00 '-..~ (X)/ '-..0.. CO/ (,) / ~o ...... o~ 5:G: ~~~ '.' \ SIDEWALK ..... ".. ..... ~ ~:,:'<;D~:':;:':~:~,,~'~'~~'(:~i~:~~: $ .. , :'} ,::.:.:.~SJQEWAtJ(:~,:",:' y ~ ~~;:"'>:-; ;~~:,:';.,~ ;;>.~ ~ .~.. ,_',,' ~., l>, '.' " .', .. "~..~. ~~ ;:~:~<'~'~~:~~'::~_:;'<;S~.;5..;)~:~;..~ ~~. ::~; : :.....~ , ':,~~ :~;: ~ " . " ?J? LANDSCAPE ~ ~; F~ BED ~": !,;,~ ~~~; ,)~ SEE NOTE 2 ~ " ;. ~'~: '1:~~ 6"R (TVP) ~.. .'. . \~~~,.,~"..<~~ ':~:~..~.:.;~~~~ 0" CURB EXP. ,"'" ..., " z ~' ~ ., ,. FLUSH WITH AC PLAN VIEW FLUSH WITH AC (A 1" MID-BLOCK) i.:.~ ~:~: END 6" CURB' ::~ ~",. EXP. AT PC ::" ~;) . 6" CURB .'::':~ EXP. PLAN VIEW (AT CORNER) STANDARD AC :~::MENT' ~;,:,.:.,:.~;~:'~:;::::'U:N'O):~;~~~,<~2::~~~~~:OWN ~J ,'.,..'.:, '..' '.".,..:",'..' ,', ,e." v~ 0 . 0'00,.. o. .~<> 0 .0......0 0 ro O^.o ,,'~::" .1..,,,,, :, ..4, ':.':~ ': 0 OV ~'~-:-:;().;o 000 .O_.A~. ~<~~<<~~<<~ ) . 0 0 ~o iJ 0 .:0'00 : ~,.,::-~ ," ~ 0"--1)" '- 7 "').~~).Y>).>>~)Y'" v/v;~;v~Oo. ,,~ '.' o'~~ BASE MATERIAL \.<<,,/ ^,,/ ^"/ "O!l. 0 0 0 c. /,,<<.~ '\:~">A:~0..> .." "7'A-'/'A-"'x>>'Y):$. ,//: <<<////////-(fi)..., COMP ACTED SECTION VIEW SUBGRADE NOTES: 1. CONCRETE SHALL BE 4000 PSI. 2. PROVIDE RAMP TEXTURING WITH AN EXPANDED METAL GRATE PLACED ON AND REMOVED FROM WET CONCRETE TO LEAVE A DIAMOND PAI'It.RN. EACH DIAMOND SHALL BE 1 1/4" LONG BY 1/2" WIDE WITH THE LONG SECTION AXIS ORIENTED PERPENDICULAR TO THE CURB. THE GROOVES SHALL BE 1/8" DEEP BY 1/4" WIDE. 3. PROVIDE DETECTABLE WARNING ON RAMP TO CQNTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. G) STA~'1DARD RAMP N. T.S. A ;..... 2.5' ..... .... , 10" ......... .....-- A A Co A '~ .~ ( to ~ ~ L . , , 10" .. . 10" ........., ...--.. - S' 4.S' ..... ...... .... .... NOTE: 1. 2. 3. DIRECTIONAL ARROWS ON DRIVE LANES SHALL BE THERMOPLASTIC PAVEMENT . . , MARKING MATERIAL. INTERIOR TO SITE, PAVEMENT MARKINGS MAY BE PAINTED ON AC PAV~MENT. DIMENSIONS SHOWN ARE NOMINAL. CONTRACTOR TO SUBMIT ACTUAL ' TEMPLATE SIZES TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION. G) DIRECTIO'lAL ARROW DET AILS N. T.S. ;..... ~~' ~-;'~2~'~'~1 b :;("v~ 0 MIN /~~~..... ~.... ~~'>> IE= PER ~~ PLAN ~~ ' ENG.INEER.EDFI.LLLL.-r4 ~~. ~: ~ ~~.~ / SEE NOTE 1 ~~k ~o 0, 10 GAGE STEEL PLA TE. ~ : ;, ~ . to ASPHALT DIPPED. GIBSON ,STEEL .~. BASINS ,OR APPROVED EQUAL. HARD SURF'ACE ,LANDSCAPE AREA hFRAME & COVER . SET FRAME TO FINISHED GRADE " :. . l IN PAVED AREAS WATER TIGHT PLUG' GROUT FRAME~. . IN PLACE ~ .,t~~;~~~:~~~;J.;~~:~f~~:";~'i~~~" : --;-~.' o~ ~ '. ~>o . 'i' · Y',00 ~'oo ~ 00 ~:.o ~.of ~'O~ >%,00 ~.. 0 (1/,00 PIPE SIZE PER PLAN- 24" SQUARE 3000 PSI CONCRETE SLAB WITH (4) 1/2"(1) X 9" ANCHOR PROJECT BOLTS 3" ABOVE SLAB FOR ADJUSTMENTS. 4S- BEND PLUG WITH GASKET IF END OF LINE o ~$ .oo~ · o~ .oo~ · 0 >-7 oo~ .o:<{ 00 ~ 0.0:< ~ oo~~ . ,. t .4" OR a" SERVICE CONNECTION IF REQUIRED. WYE BRANCH f .",... '- .... .... ...... ~ ...." ... v .. .........v v O. O. 00 00 O. O. O. 00 ()O()O ()O '\J..I ()O()O ()O ()() () 0 () 0 () ~ 60 () 9() 0 () 0 () () BEDDING COURSE / ' G;J ST A \lDARD CLE.A'IOUT N~ T.S. 31o-A 1.00' LEVEL SLOPE BUFFER V ARIt:S BOTTOM OF BASIN WET ZONE (HATCHED ON GRADING PLANS) BASIN BOTTOM AREA ELEV RIM-a.SO' SEE PLANS FOR RIM LE~L AND BOTTOM AREA SLOPE ZONE ... VARIES .... .... ...... , ..... ...... .. .... PLANTlNGS 6" 2' .......... ..... NOTES; 1. BOTTOM OF BASIN (BS) SET LEVEL. as: RIM=O.SO' 2. SLOPE ZONES AND BOTTOM OF BASIN DIMENSIONS VARY BASED ON DEPTH OF BASIN RELATIVE TO ADJACENT PAVEMENT. 3. SEE LANDSCAPE PLAN FOR SEED AND PLANT SPECIFICATIONS WITHIN FILTRATION BASINS. 4. FILTRATION SOIL SHALL HAVE AN INFLTRATlON RATE OF 5 INCHES PER HOUR IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. A (5~ ~ FILTRA ~IO 'I BAS,I'I N. T. S. . 2"-6" ROUND RIVER ROCK' / SURROU. NDIN G., CB , DRAINING 2' ... -............... I-- ..... A' ~S~\(,~~(v IboOo.oO/~~~~~~~~ / 0, ,:~~~:~~~~~~~~:... CONNECT PERF. PIPE N ~ 0 ~ 0 0 0 ~ 0 0 0 ~ 0 00 . 0 0 0 ~ TO INLET '0 000 0.0 0.0 0.0 ~o. 0 o' 0.000'000.000. () 0. .0" tJ. t: :~~~J'lI'r-\. ~ J_ '".' _~ oo.~oo. '- , ", }."\ J u · 0 u. -t ................ v . U ,,"' ~ ':'.. ~ ;, v ,,"' v . ~' ;, v ~,.~ ~000~0<1 . ,~, ...~ooo;,o o~ 0=,000.0 0=,0 I IE-.PE R ~ . z O-I'~~~'~~~?~'>'" - ____ 00 _ 000. :! :::E ~o 0 000. %.>>~ ~" PLAN - --- /00 n ,,0:> < .. ::>.; 0 00. 0 0 ~~~ ~' . ~ ."'X ~~ 12 ~ ~ ~ (j) I:: ~~~: ~ ~~'fl 4" PVC PERF. PIPE IN ENGINEERED FILL ,,~~~~~, .J ~:~~t;~~~l FILTER FABRIC SOCK FOR SEE NOTE 1 ~~ 00 ~o 00 ~;o 00 ~o 00 ~.o 00 ~o~. 0 ~o '0 ~o 0 0 ~_'>f<%~0t EXTEN.T OF FILTER BASIN. ~~~'o 0.0 0.0 0.0 0.0 o. 0 '0 0.0 ~X>>'CO 0 E' N ~<<<<<^ 00 . 0 00 . 0 00 . 0 00 . 0 00 . 0 00 0 0 ' 0 0 0 00. ~~ SL P TO DRAI . ~~~~~~~~~~~$<<?~<<<~~,~~~~~~~~&~f t ~0Y<<VkY<<V<<Y'" /'v /)./ /).,,,., /).,. /. ,. ~~ ~~~7; ~~~~~' 24" SQ ~~"<" :"(,,~~ ~~~~". ..... ..... '~'W). 7' 2' , ~~NPER\ ~....I' '.. .. .. ,~ n r ,. TRAPPED STORM ~~~~.:~ DRAIN ~<<~~V~X&<.~~~. 0 o. 0 l ~'>>'; ",- ~>>?-^>'l~~~~~ 00 . 0 00 . SIZE PER PLAN _n" /(, ~/" ", 'W L1 /(- (t- /(- I"w /'\ ~ ;, 000;' 0 ~ 0.0 o. .000_0' o .000< DRAINING ----- ~~ - ... ..... GIBSON OR AHflKuVED EQUAL NOTES: 1. CONTRACTOR TO WIDEN EXCAVATION AS REQUIRED TO OBTAIN COMPACTION WITH CONTRACTORS COMPACTION EQUIPMENT. SPECIAL CA T'CH 'BASI \I (I'" FIL TRA TIO 'I BASI \I) N. T.S. (6~ ~ ~~~~~~'" ;~f). ::~:\: ,/:~ :::: ;;:'::::~;~,::: r 20" ASTM A536, GRADE '~~ ~',~: OJ]]]O 100000 :~-'~,{ 60-40-18 DUCTILE IRON ::,):..:,~. ]]]]]]) ) I ] ] ] If" :::':: SQ. _TRAFFIC GRA TE (1) #4' '. /:-;' I,:':.. . :: '.:' :'.,; RIM PER PLAN EA. WA ~ ~:,:":' ,;~ )] 1. 1000000]] /: :-: ~;" ,Y "'-jf:>: III!: I II III F'< }T~ ::;. /:>!.:.::::f:~ :::~:::::*~. SEE PAVEMENT\ ' SECTION Z :i RIM=PER,\ . PLAN \... _'.""'.,'.,.".'1 II~J" 11'11 ,,4, "":".ll~' , ttI '... I" a ,."" , . 0 ',: 1>..:',..'" _ Z . , ., :, "~ 0 0 "12" . 'ixJ ~ 10 _;, 0 - 0';' ~ - ;:; ;, 0 ..... ..-:; 0 0'0 000 0 ......" 0.00000.00.0 \ 0 o. 0 ~ . ' 0 o. 0 {) v~ , - ~. r-HINGED o;,ooo~e~ . ~C""\VE' ROO ~o o>>~ . J 0.0 0 ~{ 000. ~~ , 0., 0 o y,..' ~ - A ~ ~ ~ Z. ~ ~ ::E ~ >>" ~" ~ ~/,- o C'I>>~, ~~ ~* o. ~~ 0.0' ~~~ Y/>Y'/p . 'v -. v .... v (,. '" v~v~ 0".000'00 .lO~7~ " O.e~ ~ . , 0 ~ 0 0 0 ~/' "'VAY~~~^>>~~~\." , /.... //, //v <~~~0 24" SQ. ~ <.0 11 --- t ~ m ~ 0:: L.LJ 0- iE a. L.LJ 0 Z ::E , = to t N 000"'0.0"'0.0"'0- oOo.ooo.ooo.or 0.000'000.00 oOo.ooO.oor 0.000'000. '0"'0''0'- '0''0':'-'' 7\'- r~ '-"'\'?;), '" r...... '. ... /.(/ /-<./ /0( . r R <0 Il .... ~ NOTE: 1. CONTRACTOR TO WIDEN EXCAVATION, AS REQUIRED TO OBTAIN COMPACTION WITH. CONTRACTORS COMPACTION EQUIPMENT. 2. GRATE SHALL BE RATED FOR HS-20 LOADING AND BIKE TIRE. Q. 1..' TA~DARD CATCH. BASI 'I (1'1 P A VEME 'IT) C5'1 N. T.S. . . J05-A EACH AREA IS 1/2 OF TABULATED TOTAL AREA 1/4" PLYWOOD OVER F ACE OF BOLTS ~ -i'fr TEE ~ ~ ~ ~.' ('"'~ ~. _I i. PLUGGED CROSS 'L ~ .: 7r"~~' .-. WYE PLUG OR CAP :=!}1 TEE BEND PLUGGEO CROSS 1. CONCRc.1 t:. THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. 2. KEEP CONCRETE CLEAR OF JOINT AND' ACCESSORIES. 3. 1l(E REQUIRED TH~. USL BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.g. @ INDICATES 15 SQUARE FEET BEARING AREA REQUIRED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUST IF NECESSA~Y.TO CONFORM TO THE TEST PRESSURE(S)' AND ALLOWABLE SOIL BEAR,ING STRESS (ES) S1 ATED IN THE SPECIAL SPECIFICATIONS. 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THIS STANDARD DETAIL . BEARING AREA OF THRUST BLOCK IN SQUARE FOOT FITTING I t:.t., WYE, 90. BEND TEE 45. 22- 11-i SIZE PLUG, OR PLUGGED PLUGGED BEND BEND SEND CAP CROSS ON RUN A1 ' A2 4 1.0 1.4 1.9 1.4 1.0 6 2.1 3.0 4.3 3.0 1.6 1.0 8 3.8 5.3 7.6 5.4- 2.9 1.5 1.0 10 5.9 8.4 11.8 8.4- 4.6 2.4 1.2 ~ ABOVE BEARING A~EAS BASED ON TEST PRESSURE OF 150 p~s.i. . AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.s.f.. TO COMPUTE BEARING AREAS FOR Dlrrt:.RENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOllOWING EQUATION: BEARING AREA = (TEST PRESSURE/150)X(2000/ SOIL BEARING STRESS)X(TABLE VALUE). (2\ THRUST BLOCK ~ NJ~,S. RESURFACING MATCH EXIST. PAVEMENT SECTION :~~~~:.~.N~ f O~TECTABLE WARNING TAPE A fti~ ~~I,,/.V~~ T" ~ . . 0 .....Oo.iO:~o ':0'.0; 6" ~' ~ L.LJ .1;0 ';0 J ~ (...........___.1 '>> ~ ; :s...., 9 0 o. .~(\'o--' . ' ~ ~ <; ~~ 0> ! ~"",t ~o~:o-:~:o~io':o":~io:' >0 ~ 'I"!" '-l.I 0.:0..0. *.000.; . ~ ,,,-: Z 0:: ..J ':0., ':. ~ ~ , a. :r::::! :0-. , _' ~ $" \"': :::E ..J (.)...... '0'';0; ':0' ~ /.~ ""'0 -- z~ )i~':o~' oi~ /~ == ....... L.LJ U -.0: ,0, )'.0 =<.."< ^-"(' to Z :z Q: <( :o':~:, ':0' ~ ~~ tt') ~ F CD '0'.0: :0" ~~ ""& ~ ~t ,.; 0 :~~~~ "f .00 ,oo..o'.~. ':0'.0, .~~~>> ~ ..J .A:r,~:.t~.O,\...~.v~.:~v~o.~,..,"/ -::J J:(.) ;:J. ...:s.....; t ';o~io':oi~':..~:o':o';':o~:o':o':~io':o'fo';o~ ...... --........" ~ . 0.00.00 # 00..0 ) 0....0 .00..0.., , - F= Z ~ 'I"!" . ?~:o~io:~' "":~?J -..; L.LJ () 0;", ,o.::~.oo t. ~ ~ ~ D/2 :oi~';o~:o . ~io':o: 10&.1 I ~~-:~io.:oi~ )i~~- <-' \_Ot '~. -",0- .00-.0..0: Zo t t ~~io::O'f~: ,io':O'f~~~" :.:o":O-:~::.. o. ~o.:O::~O:.: ;::'~:O~.06, ~6.. . :~.: )7:~...O:.;~~ S , t~1o~fi;;;, :~?oi~~~1o~?o1~il ~~:oi~~ 4" ~IN. t 6" 6" (6~' MIN. 'IN ROCK) ~I~ .M!!i:.. PAVED AREAS UNPAVED AREAS A f ...J 6 (j) >-...J o::~ ~o=: uJ:! <(<( .......~ (j) i= <( (j) z <( -I 0.. 0:: L.LJ 0- ~ 0.. lJJ o !:!:! , '- NOTES: 1. COMPACT BACKFILL IN LANDSCAPE AREAS. Q PIPE BEDDI'IG & BACKFILL N.T.S. 301-11 PIPE DIA. 4" 6" 8" 10" 12" DEPTH 38~5" 38.5" 40.5" 42.S" 44.5" ci a. a. <( z o 1= a. Z it: 0: ~ (7j w 5 o lJJ. 0:::. ~ <( o d z >- 0') CD >- ,. ~ '"" ~ 03= .... -. CX) ~~;~~~ ~ {{i. ~ ~ ~ ~ o 0 (.) 0 ~ - <b ~ ~ .~ 3i 0) ~ J Qj ci5~ ~ ~~ .~ a~c ~-- ~ (j) ~~ ~ ~. 2f ~i 5 ~ l!: o ~ {$"' ,~ ~~ O<<-'.<..{) ~~<< ~V ~<l? ~O ~~ ~<o Vq ..J On 0- 'z, I, w ~l ;J!o I: ~ 00.. ::E I - '~ 009 ~o ~~ ~~ <( o CJj ....J ~ u.J o ....J :> o W --.J l- I- I- W W :c (J) SHEET NO. C5.1 f- l. ,f''''''...J.::.: ~ , I- w V) l- i ~ w Q.. 0\ Q . ........... co <:> "- \D <:> Dati Re()elv~ 3d: ~ ~:~ JUN ~ 29gg Original WIDTH VARIES ..... ~CUr:?uI~~~~... .,~ E ~ {PAVEMENT I ,'i;. - .,. .f:, ':: rl :~ :., ,t~:.t:~~'~?:~:/:.;- ~t'. - ~F ~.7;- ~j/ - ~"j/- ~l/ - ~t' -~~.f' . :~:~~,:H'(>>Y>> v>> v>> y>~,>/>> "'>> v>~:,>.">>v>> v>\.",v>~<'(~n.~:~': ' :j::~<(;(<(;(<(;(<(;(<(;(<(;(<(;(<(;(<(;(<(;(<(;(~ k: TYP. WALL FOOTING (4\ i:>\:~).;;~~~~~~~~~~liL;:;:~~,;~ \@) ,.,"i" '::'.. ~ " - " .' ,-,\~, ',':..."..',: ~< -:' .",'.~,.,'.'.'.- ~,.. ~ L3" MIN. (TYP) I . (;.;\ VIB 'H' - SECTIO" '18' ~ N. T.S. ~ "! i 0 / " .........- *1 t N q CURB / 0.9" ..... ..... TRUNCATED DOME *1.66" MIN. --1:..35" MAX: D@@@@@~ 1 LL D @ @ @ @ @ ~~-1 OW -> D@@@@@~~g 0:: D @ @ @ @ @ ~ 0, RAMP WIDTH VARIES ...... .... RAMP TEXTURE PATTERN Q RAMP DETECTABLE WAR "'''G TEXTURE N. T.S. N to o en <( l- O'l 3: "0 +-' "0 I o to N .q- ex) ex) / l- o --' 0- / o <( o / -+-' o --' O'l .S ~ l.... o 0- -+-' (f) (/) J: >- o 3: (l) -+-' E8 01 (J)N f'0.q- --to OtO ~o -+-' f'0 0/ (J)CO 00 ,~ to/ ""-.0- c.D/ - o / ~o +-' +-' .. o~ o:::r;: WIDTH VARIES ...... -- :.. . r0 , !::.~ ..l--0,rS/W '~~~~~~~~~~~~~frr~'~' ;~ -------;,;jNHi~%%%<<%%~~~~r~::~;t;. ~ .~. 3" MIN.J q~. (TYP) o @ @ @ @ o @ @ o o @ @ @ @ VIB 'H' - SECTIO" 'lA' N.T.S. --- 6" .......- A -' " . \,'<1,~ ~ L ? . 3.5' MAX. > ~#4 AT 18" O.C. EA. WAY <1 . L\ ~ , , t' , , ' ' 1 0" ~ .' '": ..4. ,--. MIN. .'<l,./J' ./J" , .~, "~(2) #4 CONT. <;J --- 21" -- ~ 12"SS 12"SS TYP. WALL FOOT'''G N. T.S. 36" ...... ..... .__ ,~, ...__\..-t'__t vu:": 'vrJ.:~ P 4" PERF. ~ PIPE INLET _,_____._.___ I i~~~~::~~E j- -----:--- . I : /" SEE NOTE 1 :----_wi:" . ;3=-~f- ~ ) ;_ ==-_____ \.. "::Ji-;- -. - -.1) ~ . ,,~SEE PLAN ;" , FOR SIZE -et-v.: ~- PLAN F FINISH GRADE RIM &:.. ~0.~ OVERFLOW PIPE \~3000 PSI =PER PLAN ~-k~~~CONCRETE . ~~~~ -5l"::",, ~ '~ ~~~' I , :0(v jf. t . <I '-7' ~ ~ ~ t....) ...'. L,",~:~,~"'l;~ > L. t< - Q-- TO STORM ....;1 0 <r . J'" 1 SYSTEM 4" PERF. PIPE~;'~':' ~~ IE=SEE I~~~ -;ib ~'~ ~f-~' . . . <:.. ~IE=SEE PLAN ~l.}.. ;.. SECURE OUllET ~ )~' , ; " It.t. PIPE W/ 5.5. ~~~,',.'j" :..4 BAND BOLTED OR /<.~ ~ ,,4 -. .4 . EMBEDDED 2" IN '" /, ~<-(. -::, , <I,., WALL. (2) 18 MIN. _ : . 4 , . ~~, ,4':',4, : ': <IS: " ~' .. SUPPORTS SUMP ~:~.,'o 'o"o~ ,o~'o~; ~ ~ : -~!'O . ~o':o ~o .c~,~o'oo,.,o .o^.:o 00 ~ ..!, 6" 24";;r""ill _' BASE MATERIAL ---..... .... 6 ~ 36" -- .... 'J Ll ~ 13 LF-4" PERF. DRAIN PIPE S=0.0100 SECTION 1. NOTE: GRATING AND FRAME SHALL BE GALVANIZED STEEL MEDIUM DUTY. ---- NORTH c;;) DIT CH I "LET N.T.S. NOTES 1. GROWING MEDIUM PER SOIL SPECIFICATION ON PLANTING PLAN. SHEET LEGEND: TYPICAL PLANTER WALL AND FOOTING. SEE DETAIL 4 THIS SHEET 0.5' MAX. WATER DEPTH. VIB PLANTING PER. PLANTING PLAN TOP OF V.I.B. SLOPE. BOTTOM OF V.I.B. (LEVEL). TG=SEE PLAN. GROWING MEDIUM. SEE NOTE 1 THIS SHEET. DRAINAGE FABRIC. DRAINAGE ALL, 4" MIN. THICK 4" PVC PERF. PIPE IN FlLIt..K FABRIC SOCK WITHIN DRAIN ROCK LAYER. SLOPE=0.005 MIN. 4" CURB EXP. >- m 03= UJJ ZJ C) (j) LaJ o d (1- (1- .~ :z () 1= !!: z. l~ 0 () - tn (/) :~ > w . 0::: . I~ .C( I:' d :z >- >- lL.. m ~ m :::e ' 0 :::E z<(~::E 3: 0 <( LaJ 0:: :I: o 0 0) ~ co o "- ~ co <( 0 o I- w V) I- ~ ~ w A 0- .,.. .~~ ~~O~~~p ~ ~ ~ ~u "'- <t~? ~O ~((? cg ~~ 00 VENT CAP BY JAY R. SMITH MFG. CO. #1748. DRILL AIR HOLE IN TOP CENTER OF CAP. 6" DUCTILE IRON PIPE. DITCH INLET. SEE DETAIL 2/C5.3 . 12"SS 12"SS 1~ ~ C5.2 ~::~-- . . 1'>U~1' -eRe :~~ ()m~ .1" QJi~T - ~ FO .)'0 Fa FO Fe y I I Y I I /y I /)V/ . t' . "'",.,."" ...I o O~ I.. W O.~ Cf.)~ ,0 -. a: 00- , ::to ..L- ~ 009 ~CJ 3:~ wa: I-~ <c o /1 I I ~~_ 9 LF-4" PERF. . / I DRAIN PIPE I ) ,<I .i!' 1 5 SCALE o 2.5 5 10 SHEET NO" t2 ..... m ~ Q) '~m ~ ~~, I~ ~ B ~ 1 ~ .... ~ ~ ~~ ((S ~ ~,mA ~~ .;::: ~r~V ~~ :;: ..... VJ Qt ~~ ~ ~ ~ ~ ~~ 5 ~ li: (j (.,/') --J ~ L1.J o --J > U w --' l- I- I-- W W I (f) C5.2 1 INCH = 5 FEET f Date ~. ~ J~...i~l ~1'c WI" ,I'" Ortglnil 'HEAOSCHEDUI.E SCHEMATIC: VERIFY LOCATION ON SITE ~ CONNECTION TO EXISTING 1-1/2" WATER LINE INSIDE ./ ~ ~ ~ OF SOUTHWEST CORNER OF GATEWAYS HIGH SCHOOL , _____ .' ~ IRRIGATION CONTROLLER~ ~ 1 1/2" BACKFLOW PREVENTION DEVICE' GATEWAYS HIGH SCHOOL SYMBOL @ @ @ @ @ G) @ @ @ @ ~ ~ ~ MODEL MP1000-90 MP1000-120 MP1000-180 MP1000-360 MP2000-90 MP2000-120 MP2000-180 MP2000-210 MP2000-270 MP2000-360 MPR40-LEFT STRIP MPR40-RIGHT STRIP MPR40-SIDE STRIP GPM .16 .24 .32 .65 .33 .48 .63 .74 .95 1.27 .19 .19 .38 PSI 30 30 30 30 30 30 30 30 30 30 30 30 30 M j = C\I @ ~8 . ."~~ - ~'t8:J . ~ ~ ~~. 1 /7 (?~n 1,77 (".~. ,.1.. ~., 1~ t2~. " ~ 8"' ."v' ."v' '"V' '~ t~_\ ~ 2" I , @~ I @ ~ @ (9" e<!; C9 I I \ I I , 1 , ;-~1 @ ~ @1@ @ @;, VALVE SCHEDULE @ " <S 6" 4" 4" u @ 2" u' ~ ZONE TYPE LOCATION GPM VALVE SIZE 1 MP ROTATOR 'PLANT BEDS @ NORTH & EAST END OF PARKING . 15.28 1" 2 MP ROTATOR INFILTRATION'PLANTERS 9.93 1" 3 iVlPRQTATOR PLANT BEDS @ SOUTHEAST END OF PARKING 29.41 11/2" 4 MP ROTATOR PLANT BED @'SOUTHWEST END OF PARKING 15.52 1" , " ~ = ~ 1 PlPES1ZECHART ~~ GPM PIPE SIZE 1-9 3/4" 10-17 1" 18 - 26 1 1/4" 27 - 35 1 1/2" 36 - 50 2" 51- 80 2 1/2" ~ -~ IRRIGATION NOTES ~~ - ~ @1 @ 1. SLEEVES SHOWN. ON DRAWING ARE TO 'BE. INSTALLED AS FOllOWS: * SLEEVES TO BE SET 18" BELOW FINAL GRADE. * SLEEVES EX II:ND 4" BEYOND ADJACENT PAVEMENT OR INSIDE FACE OF CURB. * OPEN ENDS ARE TO BE COVERED WITH DUCT TAPE * WOOD LOCATION STAKES (2 X 2 RED TOP) ARE TO BE PLACED AT ALL SLEEVE LOCATIONS AT FACE OF WALKS AND CURBS. 2. ALL SLEEVES SHALL BE SCHEDULE 40 PVC. @ ~ ~ ~l J L @ @ @ @ -@ @ 3. SEE PLAN FOR SLE.EVE SIZE. 4. SLEEVE LAYOUT IS SCHEMATIC. VERIFY lOCATIONS AND NOTIFY lANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO INSTALLATION OF ELEC I KICAL AND IRRIGATION SYSTEM. @ 4 @ @ ~ @ @ N.OTES 1. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF THE WORK. 2. LANDSCAPE ARCHITECT WILL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL SITE INSPECTIONS. 3. IRRIGATION L.A YOUT .IS SCHEMATIC. ADJUST ROUTING OF IRRIGATION LINES AND HEADS AS NECESSARY TO AVOID EXISTING UTILITIES OR CUTTING TREE ROOTS. 4. VERIFY LOCATION.OF EXISTING UTILITIES PRIOR TO EXCAVATION. DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED BY CONTRACTOR. IN A MANNER APPROVED BY OWNER OR OWNER'S REPRESENTATIVE. 5. PROTECT TRUNKS, LIMBS AND ROOTS OF EXISTING TREES FROM ABRASION AND COMPACTION. CUT NO ROOTS OVER 3" IN DIAMETER WITHOUT APPROVAL BY LANDSCAPE ARCHIII:CT. ~!;)' I ~~~~~~~~~ ~ 2 ;ft9 @ s ~ @ @ @ @ 6. SIZE IRRIGATION PIPE ACCORDING TO PIPE SIZE CHART. 7. VERIFY SIZE OF EXISTING WATER METER, MINIMUM STATIC WATER PRESSURE (P.S.I) AND MINIMUM FLOW (G.P.M.) AT POINT OF CONNECTION AND IRRIGATION MAINLINE TIE-IN. SYSTEM IS'DESIGNED TO PERFORM WITH A MINIMUM STATIC WATER PRESSURE OF 40 P.SJ. AND 55 G.P.M. INFORM LANDSCAPE ARCHITECT OF PRESSURE AND FLOWS LESS THEN THOSE STATED. 93@~ ~& ~ ~8 ~ @ 8. INSTALL SPRAY HEADS 6" FROM ADJACENT BUILDINGS AND WALLS OR WITHIN 3" OF ADJACENT PAVEMENT AND CURBS. (!)..., ~ - \.!:J <b @ , 2" 2 (~~..~ 8-. 6" ~.~ @J ~ ~~ ~ ~ '~ 3~! 2" ~~ M s.; -~ , LEGEND @ @ 4" 3@ IRRIGATION SLEEVE SIZE AS NOTED ON PLAN IRRIGATION MAINLINE 1 1/2" UNLESS NO 11:0 OTHERWISE IRRIGATION LATERAL LINE SIZE ACCORDING TO CHART r:;\ IRRIGATION ZONE VALVE \.V SEE VALVE SCHEDULE FOR SIZE 3 IRRIGATION ZONE @~ IRRIGATION HEAD @~ HUNTER MPR ROTATOR SERIES AS PER HEAD SCHEDULE. 1" 4 ~ ~ IRRIGATION HEAD ~ ~ HUNTER MPR 40 SPRAY SERIES AS PER HEAD SCHEDULE. ~ ~ 1 1/2" WILKENS 950 XL DOUBLE CHECK BACKFLOW PREVENTION DEVICE ~ IRRIGATION CONTROLLER M I EXISTING MI: II::R S CA _ - 10 20 20 o 1 INCH = 20 FEET 40 d CL D. < .% o f= Q. ~ . it: C ~(i bJ ::::: o (; Q ~ <( o d z >- m o LaJ :z C> (i) LaJ o ()) ~ co ~ ~(O <0 o >- (fJ m 0 :z ....." 3= < 0::: o >- m (fJ o CD ~ 0 o LaJ :I: o f~ Q) C! q; c: .!~ Q) 8, ';.'S) J::; C) Q) Lt.:: CJ) C) k -- ,ij -"-JC) t;.'S) ~ Q) q)'rt ~~ O~ ~O) :5 -Uj 0, C1)C) ::J 1'" ~ I.aJ d (.) 0) ~~ 0)'I;f- 'l;f-I I~ ~(Q <0......... - ~~ ~~ ~:><: i1 ~O)~EGO~NN^ J ~~19~~ ~4t. M. ~~ I EXPIRAll~ DAlE: 6/30/ t .. LANDSCllPE ARCHITECTS ., ~ , SCH RMER+ It l ; " j ASS eIATES~; ~~. ..);& ~ .,... o r;t,..... mID a:~ o~ a>~ ffi~E ouo 0 :3 .. 0 wx. <tJ (J) ~u...! ~ ,~ .~ ~ ~ :3"1':t(J) (f.)sa~ ~ US (]) :€ . E ..... - '- t)~13 (]) . . (J) st)' L05~ ~f~ w ci a: wo ~ gw <( uwcZ ~13~~15~ ~~~~~Scri <t-wlD(J)o..13 ~~~g5~~ ()Cl...~VWa: ~li:a':~~~:l ~ffi~~2~~ ~&8:~~13 ~~~~~~~ S!wcjCl:wwo 13j!:~*~~?1 :;::gz~~ff.. ~~~~a:5ffi ~xg:;~~~ :zClva:Xu.X za::::>~l-o~ ~&~~~!Z9 wuo..~a':~o ~3;~~~:::; ~~~~ej!:~ :sogOl'2a':(J) U~6~U:ti~ ::l82;;:5::l! (J) WzO(J)o ~~~O~~$ Uw~!!!:;ox ~ffi~8~~~ <~wa:~<'": ffi~~~~;~ ~:g":W:r~~ ~lE~~~~~ ~i':l~ug~~ ~ ~G18.t, ~~~j ,~ dV ,~ , o O~ J:W O:E (f.)~ J:~ ~,~ J:- ~ (1)9 ~cr ==~ wa: ~~ <( cr SHEE~T '10. z <( --1 a... Z o I- <( 0, :~ a:::: L~~ DatI JUN Ot :glnal I .............. . · · .......... · · ----J ----=- ----- . . .......... . . ............... PLANT LIST ; Qty. Botanical Name TREES 8 ker circinatum 3 ker griseum 12 Peer rubrum 'Autum n Blaze' 6 pyrus calleryana 'Chanticleer' SHRUBS 5 Choisya temata 16 Cistus hybridus 30 Cistus purpureus S Escallonia xexoniensis 'Pink Princess' 86 lIex crenata 'Helleri' 12 Ilex crenata 'Hetzi' 86 Viburnum davidii 10 Viburnum tinus 'Spring Bouquef GRASSES 6 Calamagrostis x acutiflora 21 Carex buchananii 20 Carextestacea 'Prairie Fire' 627 Juncus patens PI::KI:::HNIALS 15, Iris. sibirica 'Bennerup Blue' 17 Lavandula angustifolia 'Tuscan' 11 Leucanthemum xsuperbum GROUNDCOVER 186 Euonym us fortunei 'Coloratus' 252 Prunus laurocerasus 'Mount Vernon' ~ ---t :il ~ ~ II- ----4 tn :;r= - ...... \0 JEAN MARIE BUILDING (EXISTING) A3 BUILDING (EXISTING) GATEWAY LEARNING CENTER (EXISTING) . ---:-- "'-... '. .' .- . I (3) PAPERBARK MAPLE (46) MOUNT VERNON ENGLISH LAUREL / (3) SNOWCAPSHASTA DAISY r (2) TUSCAN LAVENDER Ii. .. j'- (71) SPREAD ING RUSH -. ' .. (10') MOUNT veRNON E. N. GlISHLAUREl' · · V(2)VINEMAP~lE (12)HETZIHOLLY 1/1 / ,,/;:.13}AUTUMN BLAZE MAPlE I / y(8)SNOWCAPSHASTADAlSY ~f~ .i~(' :' ..C .(~ . . . ) .1 . . (16) ORCHID ROCKROSE . I (30) HEllER HOllY . (1) CHANTICLEER PEAR -- - (6) BENNERUP BLUE SIBERIAN IRIS _ --(1) CHANTICLEER PEAR - (7) SPRING BOUQUET VIBURNUM ALLEY 1\ .~ - -.. ~I~'. - .... - .'.. . . ~>'~: '.(~ ~\ J,. I I :): - - . cl . c ~ ~ .~ ., '12' ..; , ~.. .e. (116) PURPLE WINTERCttt:t:t"'ER , . (3) EXISTING ~J KEET TREES TO REMAIN (17) PRAIRE FIRE SEDGE (4) TUSCAN LAVENDER - . c. ~. :..-~' 22 .' .' . .21' ( -. r ( ~. I ..~ ------ . .20. . 19 18 . ------.:. . . , ~".' . .----- . .:-:---- ------ (9) BENNERUP BLUE SIBERIAN IRIS ______ (4) AUTUMN BlAZE MAPLE , . . -----.:-. . . . :----. .~. . . . 'S' O' ~ . . . ' . (110) MOUNT VERNON ENGLISH LAUREL 1 :r..." . ' ______ . (3) SPRING BOUQUET VIBURNUM , .' U ,J:' 'l:T A ., . . ---=--.. (75) DAVID VIBURNUM. . ~. ~ ~~ q S"'" . .... ,.(4)C:rJe~::~ '., ~.. '". J. 'I?E.'C7tT.' (21) LEATHER lEAF SEDGE_ , . ,--=-- '. ...c" , .' (5) AUTUMN BLAZE MAPLE " ----=--. " . . (59) MOUNT VERNON ENGLISH LAUREL .' . ____ (16) WHITE ROCKROSE ----.. . (3) KARL FOERSTER FEATHER REED GRASS .' (37) PURPLE WINTERCREEPER 7" __ ..~ .-=----- . ---- ------- .. . . '. -:-=---. ------ ~ ---- . ..... . . .......... . . .......... . . .......... . . .......... . . .......... . . ........... . . .......... . . .......... . . .......... . . .......... . . ........... . .. .......... . . .......... . . .......... . . .......... . . .......... . . ........... . . .......... . . .......... . . .......... ~ . . ---- ~. ....~ ~ --=-:-- ---- ~. .~ . ---=-- ~~"* .~~ ~ LEGEND Common Name Size co~ C0 ~ Q~ .~~ \\ () O~ ~ Comments PROPOSED TREES, SHRUBS, GRASSES, AND PERENNIALS IVine Maple Paperbark Maple Autumn Blaze Red Maple Chanticleer Pear 4-5' 5'-6' 2ltcal. 2ltcal. 3 stem min. Matched, evenly branched Matched, evenly branched Matched, evenly branched TREE STAKES D.F. 2Jt x 2Jt X 6' EXISTING STREET TREE TO REMAIN TREE TIES Grow Straight OT approved Mexican Orange White Rockrose Orchid Rockrose Pink Princess Escallonia Heller Holly Hetzi Holly David Viburnum Spring Bouquet Viburnum 3 gal. 3 gal. 3 gal. 3 gaL 3 gal. 3 gal. 3 gal. 3 gal. " PROPOSED GROUNDCOVER NOTES Karl Foerster Feather Reed Grass Leather Leaf Sedge Prairie Fire Sedge Spreading Rush 3 gal. .1 gal. 1 gal. 1 gal. UNDISTURBED OR COMPACTED SUBGRADE 1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. . of rootball 2x diameter ": :. Bennerup Blue Siberian Iris Tuscan Lavender Snowcap Shasta Daisy 1 gal. 1 gal. 1 gal. No Substitutions - Source 541-746-7178 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. . 5. TREES AND SHRUBS PLANTED TOO DEEPLY WILL NOT BE ACCEPTED. SEE TREE PLANTIN<3DETAIL. NOTE: REMOVE TREE TIES AT ONE YEAR WARRANTEE. Purple Wintercreeper Mount Vernon English Laurel 1 gal. 1 gal. Plant 24" O.C. Plant 24" O.C. j ( .. ~ ~ ~ f-4 r:n ::r: -# ----4 ----. "- t I J (33) PURPLE WlNTERCREEPER (11)HFII ~RHOLlY (7) ORCHID ROCKROSE (5) MEXICAN ORANGE (12) DAVID VIBURNUM . I (3) PRAIRIE FIRE SEDGE (5) TUSCAN LAveNDER (17) MOUNT VERNON ENGLISH LAUREL (3) KARL FOER~It:R FEATHER REED GRASS : (10) ORCHID ROCKROSE (13) HelLER HOllY (5) PINK PRINCESS ESCAlLONIA . ----- MULCH -:--:--- . .------ ~ '~'. '. ~. ~. IMPORTANT: Root crown to be a minimum of 411 above finish grade. .) .7. - BACKFILL Fill halfway and water thoroughly before backfilling. TREE PEDESTAL Prepare subsoil to prevent settling o DECIDUOUS TREE PLANTING DETAIL I N.T.S. ........... . . .......... . . .......... . ~ -- SCA_ - 20 o 10 20 1 INCH - 20 FEET >- m -0 I.&J -z C> in , I.&J -0 d 0.. 0.. <( .:z o F a.. .2 ii: C ~ (j w , a G o t.LI 1- -< o o z >- >- m m en 0 m .2, ~ 0 ~ 0 < LaJ ~ :I: o 0 0> o "- 00 ~ ~(O <0 o l~ lG) :~ q; t:: .:~.0 0 i;,'j) ~ 0 ~ lit:: (J) 0 k -- lJ --'JO i~ ~. Q) q)~ .It::: 0 ~ ... 0> ~':: ::s a> :5 -- (I) 0\ Iii) ~ I~ Ie: __ ...., 10 (.) ~ ~O) O)""t ""tl I~ ~<o <0""" ~~ ""t~ ~~ ~ ~~ ':EXPIRAllON DAlE: aj30/ .. LANDSCIIPE ARCHITECTS .. 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PATRIOT SMALL CA T No. PTHS 2 175 PSM H F MT BlK WI RPPC ROUND'POLE PLATE; PART No. 14194eJClR& BKA..BO..PTS..EC6..ClR EXTENSION ARM, PART No.263228ClR 24' -<:> c::?- ::;:::.-- ~ POLE: 241 STm ROlJND_ WITH BASE COVER AND HAND HOLE. LSI INDUSTRIES INC. POLE CAT No. 5RBPO snG 24 S BlK o ~CllON BOX 6" + ,~~ ~ 'ri" (OI"'I.uJ / 11' Ii." i :1"'1111 rlllll J( ~tJL - ::::i II ~ : == =-..... . II I' .. I I III - +r l' I ; ==1 1=-1 II II II 36'1 MIN. 11=:1 ILII! ,I :I~I T II II II II It! 4 f I Ii i' " 1111 II 5'-0" II It ''':;- ~ II II \ \ I ~: II \\1 ! " ,I \~...._____ ______ _L;...I \)'.! ,,\\ - ----,------~-_.~ f ~~- =\-==::a \; '.:-..:J II 1 ' "i"tl~ '" {l~~ :.:4~ . 24", '~ . 1)2 " SCH. 40 PVC CONDUIT BASE COVER PART No. 15851ClR FINISHED GRADE ATTACH TO RE-BAR RIGID STEEL CONDUIT PLASTIC TO STEEL ADAPTER (TYP.) PVC SCHEDULE 40 5 .... #5 RE-BAR #3 HOOP @ 16" O.C. ANCHOR BLOTS WI DOUBLE LOCK NUTS AS SUPPLIED BY POLE VENDOR )e'~:ai 1 OHJ . f I \ l \ l \ I \ / , LSI INDUSTRIES INC. BOLLARD r JUNCTION BOX ~ , 11'11 ~ '~,II I( )l II ... II . _ . II:. II " .. II II II II II 24" II II II II ..... II II II JI . . ANCHOR BOLTS AS 1111 \~, /~' ~ ~ '. SUPPLIED BY VENDOR II \~~:~-::o-::o-::o~~;::~ . 1" RIGID STELL CONDUIT - ~ ~ 12" , , . STEEL TO PLASllC ADAPTER 1" SCH. 40 PVC CONDUIT 1)2 " SCH, 40 PVC CONDUIT )e'~ai 2 ----------- o ....... ....... tJ) -s (I)~ (1)(1) Q).fllIta u-;:: u~ q:lij ~~ ~.~ ,,1 s:::Q ti~ q)"", c::- o~ ~.~ ~ ~ ~c:; ~ ~K ::100) ~ l}: ~o ~ ~ c:: a.i & ~.~ H) - #fi (17ft) ~ ~~~., .'~ z ~ ~ o ~. ~ " ~~ H!j;. ".f;J ; o ~.~ v~ .q. ~~ au ~ ::t:l ~ V~ ~'~ ~' ~C,) 1 ~. ".' _ C,). ~.~ ~'~~ ~~~ U .,.~~ ~~~ ~ -:t:l ~ ~ ~.(1_' ~ ~ .... UYl :.iJ~ ~~ :.iJ~ ~ ~ ~ l) ~ C ~ ~ ~ o ~ g ~ ~ ~ ~ .~ ~ .~ ~ ~ ~ == f'I"') == == en a:: u f'I"') ~ ::!E a:: '0) :>: ~ 0 ~ ~ :>: CQ ).: or- Z ~ t:r: 0 c:o ........ f0- g I:J CQ 0 (C) ;> t.tJ U ~ Z Z t.tJ ~ U;J ~ Q ~ """") u f- 2 -( -( {Jl t.tJ -( ~ ~ ~ ,~ 0 a.. 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