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Home My WebLink AboutPlan, Tentative APPLICANT 10/13/2011 ~ PVT. JOINT b~ ~~ ~ qo ACC. ESMT. 0:::: ~c5 go:::: 0:::: I / =r= ~ c; - ,0:::: ..-- 0:::: d"" C) ~ C) .....J .....J ..J . F ....... c::> c::> 0:::: ~C) --I .....J I-- TL 4000 LOR TL 4201 TL 4200 LOR LOR TL 4300 LOR TL4301 LOR TL 4401 TL 4400 ~ LOR LOR ~~ ~ ~~~. ~ ~ ~ TL 4500 . @ ~~ LOR ~~ . $~, TL 4600 LOR TL 4700 TL 4800 TL 4900 Tl 5000 TL 5100 -- '- -- 1-.- 20.00' I P.U.E. \ 1 LOT 1 4 ~ 11110 YEAR TIME rI Tt. 1600 I OF TRAVEL i I MAP 611-02-32 2:~ 10.00' P.U.E. _ ~ J ~ ~.~~_\~ '~' , / I ~h~ I---~'-=-:-:::" ----:::::'~?~ ~ . I.... _ ~-,'/,," - ....:.-.-:-=---. ~ ~ ~~- /// . ~ ~:;::? - / /.~ LT' n, c:::Jo SITE REVIEW PLAN SET AC~ ~)UST~ A_ S-O~AG: S.E.1 /4 S.E.1/4 SEC.30, T.17S. R.2 W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON TL 900 HI APPIJCANT ! OWNER ACR PROPERTIES, LLC. JOHN HAMMER 555 UNCOLN S1. EUGENE, OR. 97401 PHONE: (541) 683-1166 PROJECT COORDINATOR ENGINEER! SUR~~iOR OLSON & MORRIS 380 Q STREET SUITE 200 SPRINGAELD, OREGON 97477 PHONE: (541) 302-9790 AX: (541) 485-3253 GEOTECHNICAL PRO"l~~SSIONAL GEOSCIENCE, INC. P.O. BOX 2238 EUGENE, OR. 97402 PHONE: (541) 607-5700 LANDSCAPE DESIGNER SUSAN CRABTREE LANDSCAPE DESIGN 89618 ARMITAGE ROAD EUGENE, OREGON 97408 PHONE: (541) 484-4912 ~ 5 YEAR TIME OF TRAVEL EXISTING FIRE HYDRANT . 62.00' 'M R/W " . " u. ' l' 40.00' · ':: i":,,' . ROADWAY } ~"I ~) ~~l~ 10.00' -~:- ~~::- ----..J . . I P.U.E. ,'" / / 4/ / t.: ~ ::.:,'.. 10.00' . ~: /V:,<YJ '~" P.U.E. 01- 0 a" ~ o Z (j) " ~~ J -1" <r- 0 I- 0 .. .",\ ," HI wJ(j)~~~ ''-,) 6t~ . ~.. (j)::::E W :::i <D s: TL 200 ~ ~~w~ ',>) n" a::: 0 (j) w I- f' . t, MAP #17-02-30 44 a..x<cti)og _J~ - -10.00' P.U.E. ~'f. .~.Ji.,. ~Jl.~ ~j /~/~ ~. -.'_:' \ ~ LOT 5 (\~ HI ~l TL 100 ~,~ \".' '\ MAt-P 617-02-30 44 ~';\~ -~ (. __ ~"'~ K 1731>', w'-- ~ ~ \~~ :::) - " ~,~~ -:-:, .:::, - - - cL _~ , , ~~---:--- _ 8 ' '>, ~:, - - iJ02- '"i::':i~~~) ~~~__, ' o ~:~ ,.', - m~bS' - EXISTING FIRE . ., ' ~ '~~ ~- ';:'-'-l. ':" ~ "-- HYDRANT g ~" . ~12" V-;it:::t';f~ ci~ /1 '* ~ y-/~ ,// // J6'X100' -./~ JOINT ACCESS . fASEMENT ~ 00 VACANT LOT 7 HI TL 300 MAP #~7-02-30 44 25.00' PUBUC \ UTlUlY/ACCESS ~~. MAINTENANCE ""..'.__ EASEMENT ' /:;..;:.;;.... "~',: " . {.<' //~;/ - 25.0 ' PUBLIC WETLAND MAINT ANCE EASEMENT ..c::: ..p) 0) a') VACANT LOT 10 HI TL 600 MAP #17-02-30 44 40.00' DRIVEWAY FOR LOT 4 1 J LA~E FORREST PRODUCTS \)-- ~ g EXISTING FIRE f'1 q HYDRANT MT. HOOD BEVERAGE LOT 4 HI TL 300 MAP #17-02-31 11 I V ACA'NT LOT 3 HI TL 200 MAP #17-02-31 1, PROPOSED SITE LOT 2 HI TL 100 MAP #17-02-31 11 4.23 AC -r- ___ , .. -f _ o . J o~ , ci=? <'\In. """'- LOT ~I HI _____ r--l TL 1700 MAP #17-02-32 22 10' X 150' PRIVATE RAILROAD SPUR --- -- -- TL 200 HI MAP 17-02-31 ASSESSORS MAP #17-02-30 44 TAX lOT 100 !I 100' ~ SCALE: 1#=100' o 100' VICINITY MAP NTS BENCHMARK #128 J NOTES: 1. THE PROPERTY IS LOCATED IN 'ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1162 F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 Fr. ARE ZONED HEAVY INDUSTRIAL (HI). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN~ PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C5. PRIVATE UTILITIES (ELECTRIC. PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK AT THE 1/2 DELTA OF THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND COMPLEX. WITH SLIGHT EROSION FACTOR. ~ 20.00' , . I P.U.E. TL 100 HI MAP 17-02-32 22 TL 200 HI , rI.) ~ bD(Il ~ ~ t.( ~ " _.J..-(' ...... . ~ s:= o 'CD. , t o ......0 O......~....,E ovo;LOo NS; I ~.~ t=! ~ ~ J, .e ::> 0 .-, ~ 0 en _, E .o--_c: lnc;j;1);~ - -'-'LOO o~ ..-@ o~~ ...~ ex:> 0.:::: OX 0 ..,.. 0... ~ 0 , .-, en 5: ...... (I) 'CD. . ...... ~ ~ o ~ 200' 1 , .. ~ C b) ~ t>> ~ C) 0 ~ t3 ~ cd 0 ......... ~ ~ V) ~ ") ~ ~ r-.......;) ~ CJ) t3 ~ S .~ 0 r.n. ~ ~ l) 00 ~~ t>> CJ) ~ rn ~ CD. ~ ~ -< ~ CJ) 't3 .~ · ...-t ~ 00 e3 t>>. .~ ~ .~ .~ ~ ~ '0 o j <w- <w- o II c ~ <r-.,... .- .,... ""- N ~ 0 ex:> Z t ~ a ~ ~ g: ~ :>.: :;:;.; :;:;.; ~~~~~ ~ ~~fafa ~ ~ ~ ~ ~ ~ .:) > > > ~ ~ ~ ~ 8 ...... <r- ""- LO <r- ~, <xf ~ 13 0> cii ~ == Z E.~ O ..Q > :J Q) .....c (I) a::: ra cb ~ > ct i:3 t.IJ a:: -= eN SHhE' 1 ' C- I of .~ 9 J . 1, I ? ~., ".;, '). ":\>. , Original Submlttlaf". 1 LEGEND rI.) bI) ~ ~. t.ll ~.O~~ (~- IQ] EXISTING CURB INLET * EXISTING STREET, UGHT .. PROPOSED PARKING UGHTING IJ EXISTING 1V PEDESTAL f] EXISTING TELEPHONE PEDESTAL t:Zl EXISTING ELE\;;ltdCAL VAULT [ID EXISTING GAS RISER rJ EXISTING GAS VALVE o EXISTING STREET TREE UTIL EXISTING UTILITIES (I.E. .1V, PHONE, ill & GAS) ) { EXISTING CULVERT 12"W EXISTING WATER. UNE Yll EXISTING WATER Uti t.R <8> EXISTING WATER VALVE ~ EXISTING ARE HYDRANT ~ 8"WW EXISTING WASTEWAIt.t< S~It.M @ 24 "SD. EXISTING STORM DRAINAGE SY~ I toM @ EXISTING' ClE'ANOUT C L ,~ SCALE: 1 #=30' o 30' 60' 1 30' r" -'-- .......0 g~~:ri~ N~ I ~.~ LU N I 't:~ t::: .Oll') ::::>~I"")OOO en _~E .c;;-_c tiiG:l~;~ --1.00 at!> ..-@ o~~ ..~ ooa::o~o , I"") 0.. ::E:'La: ~ (/)0.. ~ .~ o 00 . If o 00 · ...-4 ~ ~ o ::>! , / I n GENERAL NOTES: 1. LOCATION OF. UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHAlL HAVE SERVICING UTILITIES HELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL PHONE NUMBER 811. 2. CONSTRUCTION OF ALL PRIVATE SEWERS'SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORIlY AND AS SPECIAED HEREIN. SEWER. AND MANHOLE tl::)I~NG SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALlY CODES AND THE LOCAL AUTHORIlY. 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED. STANDARD SPECIFICATIONS, AS DETERMINED BY AELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED GEOTEXTlLE FABRIC AND COMPACT GRANULAR BACKALL MATERIAL CONTRACTOR SHAlL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL' PROFESSIONAL 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORmES. 5. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHALL EXPOSE EXISTING PIPE AND ALLOW THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION. PRIOR TO LAYING NEW PIPE. 6. REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PlANS MUST BE APPROVED BY THE CONSULTING ENGINEER AND THE OWNER BEFORE THE CHANGES ARE IMPLEMEN IW. 7. THE CONTRACTOR SHALL EMPLOY' CONSTRUCTION PRACTICES WHICH. WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTlVIlY. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY NATIONAL POLLUTION DISCHARGE EUMINATlON S't:>ltM PERMIT. PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 8. WHEN PERFORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INCLUDE REQUIREMENTS THAT THE CONTRACTOR. HAND-EXPOSE (POT -HOLE) UNDERGROUND FACILITIES AND USE REASONABLE CARE TO AVOID DAMAGING THEM. 9. PROVIDE DUST CONTROL AT ALL TIMES. ~ EXISTING ARE HYDRANT [::J TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK I EXISTING I --.... 20.00' ___ EX. 10' X . 20' P~U.E. , P.U.E. - ----- ~"., - _5 05"36'00. W o ........ -0-- d' It) --- ...... PROPOSED . \ EX. BUILDING// ~'r.; -Q.o-. ~E 0 ~ ~! r-=-. '-J (I). ")'; n I _ ? ' . 0; __ I, __ C'.I "" "'=I- -'''''' --I,; -'=i:: - __ U'), I] ..... -- :: I I Y. . TL 1700 MAP #17-02-32 22 lOT 1 OF HAMMER INDUSTRIAL PARK -- -1 [::J -- EX. BUILDING --- ~ 2:bW j::: 0 . fad=> ~C'.Io.:: --- t:J - ,. t u A=24-04'37" CH=N83-33. 41 ~E R=535.00' AL=224.82' CL=223.17' $)~$i . ~~~. , \ I, , t:J N 84-24'00" W 22.28' ~; - . oe)o ~(I)Q!i OQr;; -st# I ~ o t)) (>> ~ o t1 PEXISTlNG RETAINING WALL - --- --- - -. ~ D:> t3 ~ o ~ V) --..J '---. - - o --. -l. 05-3.6'00" !tJ37.46. - a......:..--.. ---- -- -- ~ cd II I P-t ~ ~ Cl) ~ S .~ p.. ~ ~ o C.."'i--} ca ~ C/) ::> ~ Cl) ~ ~ ~ , ~ Cl) I ') .. I ~ 00 U ~.~ - - ---- - -- --- - . - ----'" ----- ..:.....=:=- - -, --- -.;. 341.58'- - - ~ "'f..,) ~ o C..) PROPOSED GATED SECONDARY'ACCESS . 10' X 15 PRIVATE LROAO SP EASEMENT - ~ ~ d 363.09' -- - -- -- (>> B ~ ~ ~ ~ :::t ~ .' - .~ .6 SIT! DATA TOTAL SITE. AREA = 184,259 SQ. FT.' (4.23 AC) TOTAL DEVELOPEMENT ARfA = 117,992 SQ. FT. (2.71 AC) lANDSCAPE ARfA = 24,420 SQ. FT. (20.70%) IMPERVIOUS ARfA = 46,257 SQ. F[ (39.20%) STORAGE UNIT AREA = 47,315 SQ. FT. (4O.10%) REQUIRED PARKING: TOTAL REQUIRED NA TOTAL PROVIDED = 3 SPACES HANDICAP SPACES REQUIRED = 1 HANDICAP SPACES PROVIDED = 1 -: "'d ......,;) '(>> .~ t;) .~ ~ ~ - FUTURE DEVELOPMENT -- I " -~ II PROPOSED SWALE 10. X 132' -- C,) ~ ..... C,) ~ - - -344.70'- - - -- ~. l~ 0 uJ_ -~ ....J '-l.~ II . ~\ -< ~.~ ~ 00 ::> " ~ ., J. ..... EX. I I .T62.00'-., ) ROW r, I' EX 1 I . J-. 40.00. .J..../ ~. I I I ~OAnW~. "..-- "" :\ MU"l I :r ~j +:: j' , JJ..8' I '-A I ~ ~'~ J ~.;;: gr'" ' <0>- ",,~ 1 . ~~ - . j:::~ faQI ~ i' PROPOSED SIGNAGE ,PROPOSED SWALE 8' X 55' ~ NOTES: . 1. BICYCLE PARKING tS~ctr -pi.;r(1';&p-- -- - z ~ ~ E-4 ::> o rn tJj) PROPOSED GATED SECONDARY ACCESS '.: I-.J Hu '-l) ~ " .~ PROPOSED ~ GATED ENTRY - R=15.00' 337.51'- 2. PARKING UGHTlNG AS SHOWN. PAC UGHTlNG WILL ALSO BE PROVIDED ON THE STORAGE UNITS. 3. REFER TO SHEET LA-1 AND LA-2 FOR PlANTING INFORMATION. PROPOSED 3" VALLEY GUlltR THROUGHOUT b o d --, b c; 'if o :: .-- ~ ~ .-- ......... N ~~ t .. ~ ~ 0 Q g: rr'4.1.000 f -- -- - ~ ~ ~ IS ~ ttl ttl ttl ~~QQQ ~ ~ ~ ~ ~u" ~~~< en ~ ~ ~ 8 [;:} . CUT = 3,011 cu. YD. OF EXISTING ONSITE MATERIAL ALL = 1,770 cu. YD. OF EXISTING ONSITE MATERIAL u t . r . I tJ '~''', Ill) I f /., .1 ' "~ ( · I I I \}+.V J ( '-K- ~"8. J } -I ..(/)~ ~ It) co 'c) I Q .. I~IJ~ ~/) ~.~! /, I A~ ~ ~ ........ at) .-- ~,~ co........ 15 0)' en ~ 31: Zo E.92 -g ~ ...... U) 0:::: en I ...... ~ Z >- a.. C3 I::IJ c:: ~ 'i EX. 75.00' RR ROW ..... I . . :5,,-1-__ p' .~ r;~l~, ' u~ L l!!l, x; ....J J./~j'5' , UTILIlY & STORAGE PAD .. (/) 8faf- x<.>tj .. 0 <O<CC5 ""f-(I) . Z :<C' ~al.&J -:;, J 15.00 LANDSCAPE-- SETBACK TL 200 MAP #17-02-31 11 lOT 3 OF HAMMER INDUSTRIAL PARK EX. 10.00' P.U.E. I' 1 SHcc'l' C2 of 9 J i- I ' - :~". .......... ,:t '-.::,; Original Submittal_ 2 of '3 pOJtS ..~.......o::J ..".... .. ..... .- _..-~...."..I.. , m JIo..t bOmO - ~~ .i L .,~~ SCALE: 1~30' 30' 60# "1 30# I o ...... r-O ~~~~~ W N I 'C l-o::Ot.t) I- 5o"'~~ en - c '0;-0 lii-Jt.t);~ La.J_t.t)o ot5..-!e Z La.J ..-fooI o-zxo (X)O::O~~ ",a..:::t:......w en a.. \\' \ \\,\ \ - . l '\' \ - - - ~bW t - \ ?~~. - - \ \ , EX. 10' X 20'tlJL. \ \-0-- \\' \ , I I \, -t - -~--- I \J \\' ~ "'-~"--::= .. -- - -.. - ~--' : ..:; -, ---- - - - - - ; ~ ,,-!:1-.;to - -=-..- -__ _-=--:- _. ,__ -=- .:::-____- __-. _ ~ ~ _ ~._ _-- _ _ ---", :.,,:,~ ' ~~ .' - ,. - - - - - . - - - . - -. - . -. " '\ \\~ (9., ,'~' "'-..,.-- ...,..-- - - · -" -...;;;;-, ~ - - -=- - -:::::::--::::-, _, .::-. _ ~ _ ~' _' _ '0) 0 ~ ' -....~- - - - -- '~ - \ \ , /. / / /" - . .. - · .::-: -,-- == ~. 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" ,,',,' ~ ':' ";f~':~ ' ',:':' /'~ '<f'; >:': ..': c:;; " ," ....:., ":,,..,...... h I r _ I I DEVELOPM II ' ; U) '1 <0 ,...' ~ II Ii I j " h; 'i '~ ~,H8.2~ I SWAlE , . ,. I' '"'' I" ,'', I eX) I "'" ~ I"") ~ &() I <0 .' ., ^ ; ", I , II 1- - co co conco I; I 1478.00 Li 47794. },I I i I i I .'. '1\ ~' ../ , . , I I ! I....., . , I ~ ' ....../7 VG. , ! GRATE;'., ,I ,478.0011 I ::.. 1\'11 I 0 i' ".,' , " . " , " , " ~, VG ~ II ,. "D -r......'.'~.- ',' '''',' . .: '.. .' , · "d , , , , , " 0 t. 477 85 474.00 FLS (I):., .. f ", 'r.:.. i.!' '+_ '.;.', ;, ~ .,::: , " ":; '. d · . ; ,. I, ; , !; I 1 . II 1 N:; , '( , , ." ',! I' , , , . ,,' (I) '. 477.31 477.74 478.26 JJ., I I; /I ! ',' " i U).1; U), U)! I U) 100,; i &() g I <01 ~ I, :6IJ ~ I ' I I GRATE . GRATE \ AC \ ' . I' , . 477.95,' " Ii ! I I' I: : I tI ' -'=-' '-:u. ;'.. ! VG lL' II I 477.95j'; l't ~'. 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GROUND tl TL 1600 MAP #17~02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK LEGEND ([J) PROPOSED AREA DRAIN II PROPOSED CATCH BASIN TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTR~L PARK tl EXISTING 20.00' -.....- P.U.E. - - rl --- .. - - - o - - - --- - - GRADING LEGEND PROPOSED FLOW DIRECTION PROPOSED SLOPE ASPHALT ElEVATION ---- - --- --- t=I \ ~",,~ ~~..-J . -- ~~-- --~ 0---. _ /lkc::.- Il'o.~ -V ' '. '"-v-_ / ~ ~. ~'<<f4J~_ '" ~, ~~~ ~ I Ii, ~ ',. _ . \ '" ' " "- \ .. , \ - - - -- \ \ \ \ ~ \\ ~ \ ~\ \ ~\ \ ~ \ \ ~ \ \ ~ \ \ ~ \ \ ~ \ \ \ \ \ \ \ \ \ \ \ . \ \ ( tJ S=0.4O% o -0- -0- --0-- --0- AC BACK or WALK CONCRt.1 t. ELEVATON EXISTING TOP OF CURB FLOW UNE or SWAlE ELEVATION OF CATCH BASIN GRA~ TRENCH DRAIN TOP OF rOOTING VALlEY GU II t.t< ELEVATION BW CONC EX TC FLS GRATE TO Tor VG EX. 10' X 50' PRIVATE LROAO 5PU EASEMENT \ ~ o ~ ~ ~ o ()) C) ~ ~ o ~ V) ~ -< o 5 ..... ~ ~ cd ..-t ~ b.O ~ . ..... .-c cd ~ CJ CD I ') . ...... 00 \ \ ~ "f..;) ~ o U ~ ~ ~.~ .0 ~ ~,~ CI) ~ ~ ~ e3 ~ NOT}!;: . ' ED AND COMPACTED TO A DRY 1. MATERIAL UNDER.. ~"tJ~EiEI.D~,NTg :5~P~ MAXIMUM AS Dt.l tRMINED BY DENSI1Y EQUAL TO OR EXC 0 ASTM D698. C,) ;;: ..... C,) Q; ~ ~ ~ YO OF EXISTlNGONSITE MATERIAL CUT = 3.011 CCUU. Y DO OF EXISTING ONSITE MATERIAl ALL = 1,770 . . , ~ ......,;) ~ .~ ~ .~ ~ ~ z ~ rJ ~ ::> o ('I.) I I 47(55 FLS \ \ I J l 1 j \ 1;-1 .~I I I \) . . 5 I ~4.97 ~.' i e 474.76f~ ~i ~ EXAC~\ J~ v1 lJ EX. t.-I---lt 62.00 I I' ROW' I · - EX , II....... 40.001 _ I : ROAOWly I . f I J I I I I I " I I I lI' '-J ~ .~, I I:;:. ] l~ fir I ~$'. ~~~ 473.82. FLS 474.87 AC .~ . 4 c ..- t') o II o II --.- ..- <r- .......... "" ~ 0 QO 'Z t ~ a ~ ~ ~ VA >: >: ~ .. c:Q c:Q t:I tQQQ ~~~~~ ~ ~ ~ ..( ~ ~ ~ 8 EX. - 75.00' RR ROW J ... ' ~a4~ '..aJ w , 474.95. I~ 9 EX AC 5, C/) I lQ..in. fine> z J~'17i11 I C/)X 1- w. __ r, I I \ ... jlO' n e> z I~, 11 x' U tl I . 1 I " .1 I J .- ..- ~'''- ~, CXJ ~~ 15 (b Tn ~ 3': \11.1. ._ Q) Zo ].S; ... Q) 1-4 US r:'l::: fa ~ ~ > 0.. U ~ -= ~ I TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDU::> I K~L PARK EX. 10.00' P.U.E. 1_ r.- =--E ~ SHtt'I' C3 of 9 . J, .~ , 3ot'3()Cl~') Original -- --1 c>.. :ZOLJ en~ 0 .. -ci=> ~<Na.: Tl 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK -- -- -- -- - -- --, t \ ()~\) ~~~. --- - -I _ - -- . - r '---- - - - __ 1_ - - - . ,.-.. - '- -- - - - --- -- - - --- --- ---.;;J % " <3> 746 SF 0) } 1-", .. I I EX , 1/ ,-62.00- I. ROW I n EX. t I ~.' 40.00f- ~ "~ . ROADWt <0428 LF ~ 350 LF \ ~ 4,526 SF - ~~2.3~~~,. =- _ I '.......... .\ ...... ..... r'\.. -Q:- ~ - . ~ (' I ~ co . . .. en SEa,.... '-oz .?<olrJ <o<c::E ,..., I- :7:. ><~i5 wO -=> " """""IIIHIIIII,IIII~""'lllllol.iIIiIIi~II.IIiIlWIILl.."r, \ -----.....::;" . '. -.-,",- SCALE: 11J=301 30' 60' 1 o * tJ . EXISTING I -... 20.00' -...- P.U.E. TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK ., / EX. 10' X 20' P.U.E.. , ,- lJ t::J tl LEGEND .UTIL EXISTING UTllmES (I.E. lV, PHONE, ELE & GAS) ) ( EXISTING CULVERT .12"W EXISTING WATER UNE lWJ EXISTING WATER MmR @ EXISTING WATER VALVE ~ EXISTING ARE HYDRANT ~ 8"WW EXISTING WAS I uYATER SYSTEM @ 24 "so EXISTING STORM DRAINAGE SYSTEM @ EXISTING CLEANOUT [QJ EXISTING CURB INLET *- EXISTING STREET UGHT IT.] EXISTING lV PEDESTAL [f] EXISTING TELEPHONE PEDESTAL ~ EXISTING ELE~IKICAL VAULT lill EXISTING GAS RISER (J EXISTING GAS VAlVE 0 EXISTING STREET TREE u -- - - -- - I -r - ~246 LF -0--0- c;1 1 tl ~ 317 LF ~ 0- . I r= ! ~ -v- ~ U- 1:. _L- ,> !~ . I, II . --..- ~:] ~1 , , I .. 0, , U i- t: 'po CJ 0 '. J ,. ~ ~ u ... : ..I ; 1 L z --:- t:t: " oJ rJ .. ..., E-t :::> ," 0 .. ., 0 - rn ; '. <0 CONSTRUCTION NOT1':S '" 1/ 2. CONST VAlLEY GU II t.R PER DETIAL REFER TO SHt.t.1 C7. 3. CONST EXTRUDED CURB AS PER DETAIL REFER TO SHEET C7. 4. CONST WHEEL STOP AS PER DETAIL REFER TO SHEET C7 ~ 15. CONST 4" AC OVER 12" CRUSHED ROCK. 41. CONST 4" CONCRtJt OVER 1" CRUSHED ROCK AS PER DETAIL. REFER TO SHEET C9. 42. CONST 6" REINFORCED CONCRt.It. OVER 1" CRUSHED ROCK W/I4 REBAR 12" O.C. BOTH DIRECTIONS. 43. CONST CONCREfE RUNNER PER DETAIL REFER TO SHEET C8. . 44. CONST CONCRt.11:. RUNNER W/2' RIBBON PER DETAIL REFER TO SHEET C8. 45. CONSTCONCRt.ll: RUNNER W/5' RIBBON PER DETAIL REFER TO SHEET C8. 90. PAINT 4". WIDE :>IKIPE 'TRAmC WHITE'. 101. INSTALL POLE MOUNTED DISABLED PERSON SIGN. 105. CONST STD. 6' HIGH CHAIN UNK FENCE. 106. CONST STD. CHAIN UNK GATE. 107. CONST CONCRETE GATE GUDE. // I [J ____c187LF~ tl ." ~187 LF~ r1 - J !'j t1 t EX. -- 75.00' RR ROW .ll.Q:ll;: , 1. MAIt.tdAL UNDER RVN~@~ 10 BE PLACED AND 'COMPACTED TO A DRY' DENSIlY EQUAl TO OR EXCEEDING 95% OF MAXIMUM AS Dt.It.RMINED BY ASTM D698. .J Oi . ~ A. -- ~.--Q--I - LL _-.~ TIE INTO EXISTING CHAIN UNK FENCE Tl 200 MAP #17-02-31 11 lOT 3 OF HAMMER INDU~I KIAL PARK ! I ~ .' II L~ w I { -"'t r I....., _ _ ~ .... A ...... ~ s:1 o r:D. L f o 00 ...... . t: o :>! , .......0 g~~r6g ~ S;. I ~ ~ ~ 0: ~ J, 'e ,,, o. cx> 0 v , ......... -.::t' E .9...'I-.........c: (/)1- -.::t' ...... 0 I..&Jt.O-.::t'~ LL:-t.Oo o (!) ..-@ o ~ ~ .. ~ cx>o::::oxo t")5;iELi:~ ... ~ cd ......... ~ b.O ~ . ,.... :::> cd ~, <J.) I ~ . ,..... 00 (J) C) t3 ~ o ~ V) ~ t3 .~ ~ ~ ~~ ~ ~ ~ e3 ~ ~ o ~ Q.) ~ o ~ ~ ~ o l:> Q.) E ~ ~ ~ Q.) .~ 1;) .~ ~ ~ "0 ...... t"': 0 II 0 t; ...... ...... ..... ~~ :>: :>: :>: ~ ~ c:1:l c:1:l c:1:l ~ Q Q Q t :x: ~ ~ ~ ~ tiI ~ r::J tiI tiI ""') - - < ~ > > > Q I'l. ~ ~ ~ 8 .... .... ......... . ...n. .- ~., 00' ~' '"6 C>> en. :::: 3: ZO" 'e.~ .0 > ~ ii5 ~ ga ~~. > a. C3 (.lJ 0:: ..... c-.i SHbb' 1 ' CL~ of 9 ",I: .... . '>l ... ~' -::). . LEGEND UTIL- 'EXISTING UTILITIES (I.E. lV, PHONE, ElE & GAS) UTIL · PROPOSED UTILITIES (I.E. lV, PHONE, ELE & GAS) ) ( EXISTING CULVERT -12"W EXISTING WATER UNE 6~ PROPOSED WATER UNE I:Yll EXISTING WATER Mt.ltR I.!J PROPOSED WAitt< METER Q9 EXISTING WATER VALVE ~ PROPOSED WATER VALVE ~ 8"WW (0 6"WW @ 24"SD EXISTING Wk:> I t.WAI tJ< SY:> I t.M PROPOSED WA'::> I t.WATER .SYSTEM EXISTING STORM DRAINAGE SYhll:M @ EXISTING CLfANOUT [QI EXISTING CURB INLET -* EXISTING STREET UGHT CO EXISTING lV PEDESTAL I P I EXISTING TELEPHONE PEDESTAL 1:9-1 EXISTING ELECTRICAL VAULT [.ill EXISTING GAS RISER rJ EXISTING GAS VALVE I l f 6 ~ .. EXISTING ARE HYDRANT ' PROPOSED ARE HYDRANT J ' \\ ~ \\,~ \ \ '~\\- \ ,~\~ \ \ \\\ ~\.-. \ ~ ~\ \>0 \ ~ \ \' (0 \ \\~ \ \ \ , \\\ \ \ \ , ~ \ \ \ ~\\\-- \\' s ~ \ \\ \ \ 'M\ ~ \ \\ \ \ ,... \ ~\ \ \ \ ,,\\ \ \ \ \' \ \\\\. \\~\\ \ \\, \ \ \ '~ \ \ \ \ \\' \ "~\\\ \ \ ill ,I \ ' ' : ~\ EX. DErENTlON FACIUlY 1 ~ ~-' fX WW MH /J5R 6" FL IN (S)=470.01 8" FLIN (E)=470.02 8" FL OUT (W)=469.97 RIM ElEV.=475.07 ~ u --- --- I EXISTING 20.00. P.U.f. n --.... TL 1700 MAP #17--02-32 22 LOT 1 OF HAMMER INDUSTR~L PARK 11 - --- C>... ~OW ~C?:=; -0 . ~<'IIQ.. --- ---- EX. 10' X 20' P.U.E. -~ t:J - --- -- -- --- --- r -,- -- , ,~~() V~~. ~, --- .... I n -- - ----. - -- TL 1600 MAP #17-02-32 22 ' LOT 14 OF HAMMER INDUSTRIAL PARK - - - LJ Ii I fJ '. If -ll> -- - - - --c ~ '- -' -0 - - - . r:: - - - - --- - - . -. --. - -'-v- ~ J f ~.~ I " 1 i I 1- U) I' <0 ',... , , ::?: :21:2 j, EX. lOX 150. ! ---.. PRIVATE f RAILROAD SPUR ! - EAsEMENT - -- --- - - .. -- ---- -- --- - - - - .. .. ........... -- - - -- - - - -:;;:J 1 €V ~r":.' .. . ..,~ . . ---.:, r , ~~ :/1> :~ r ." h 'I.. ... ~. 1.0 " ~ f' I I .' " . 'I> I ~ ~ r::: PE . . . U , I I () h. [J C,) rz J t) '.. fJ '< /,r/ = Q., ~,' IU.- ~ tt~~ ~ E;g E-4 P o fIJ \ - ,:/. _ ,. .' .', ~: ::- "-~ ':....:.... ~ , ," -::- '~ .,.", - ''':''' . ';-' . EX 6" FL=470.8i 209 . 4" FLOUT (NE)=472.04 220 250 RUN 1.5" DOMESTIC WATER UNE Q JOINT TRENCH WITH ARE LINE V ~ ~ - -- - -- \ ~ I~ f,J II I ! ~ ex> J . )~ ,/ U' 113 LF 5=2.00% 279 . '23 LF8 4" Fl OUT !(N. ~=474.36' 219 250. W. .' 647 LF ~ · .~ B"w.:d - - . '.; "-=-::-:::" ~ .~ . r . - - _ .~ .~LF~O~"-:" -' .,-:;~"~... (J 8 u -'l~1 .ll u , tJ ,', . 3: J - f1 u ~ ....,.. rr@ - . .r\ EX. 75.00' _ RR ROW -- - ...t'\..... -,~ . ~. -"" Q l' -.0-_ --A ....... ,-,---^- - - '-Q;.-._ f"L.. , ,'"' ... (f) gta.... XOrs ... 0 <O<CCj ""I-~ . :z ?j5 -=> =--.. .r'\ - TL 200 MAP #11-02~31 11 LOT 3 OF HAMMER INDUSTRIAL PARK c, ~ SCALE: 1~30' 30' 60' _.... ,,--- .~ , 1 # .tlt CONSTRUCTION NOTES 209. CONNECT TO EXISTING ,STUB. 219: CaNST 4"X4"X4" WYE. 220. CONST 6"X4 "X6" WYE. 250. CONST STD. CLEANOUT WITH CAST IRON UD. 279. CONST 4" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS., AND TRACER WIRE. (j) WATER CONSTRUl;TION NOTES 500. CONST 1" PVC SCHEDULE 40 WATER ,UNE. 501. CaNST 1.5" PVC SCHEDULE 40 WATER UNE. 502. CaNST 8" C900 ARE UNE. 510. CaNST 3/4" WATER Mtlt.R. 520. CONST 8" DOUBLE CHECK AS PER DErAIL REFER TO SHEET C8. 530. CaNST 8" GATE VALVE FLG X MJ WITH RETAINER GLANDS. 531. CONST 8" MJ X 6" FLG X 8" MJ TEE WITH RETAINER GLANDS. 532. CONST 12" MJ X' 8" FLG X 12" MJ TEE WITH RETAINER GLANDS. 533. CONST 8" MJ 45- ELBOW WITH RETAINER GLANDS. 534. CONST 8" MJ 90- ELBOW WITH RETAINER GLANDS. 535. CONST STD. ARE HYDRANT. 536. CONST STD. 1" HOSE BIB ON 1" GALVANIZED RISER. NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHAlL AELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL 181t 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY. IN COORDINATION WITH THE PROJECT ENGINEER, FLOW UNE ELEVATION PRIOR TO CON;').t<UCTlON. 3. CONTRACTOR SHAlL COORDINATE TAPS TO CIlY WATER MAIN WITH SPRINGFIELD UTIUlY BOARD. 4. CONTRACTOR SHALl COORDINATE UTlUlY' WORK, WITH SERVICE PROVIDERS. CABLE - COMCAST ELEl; udC - SUB GAS - NORTHWEST NATURAL PHONE - QWEST 5. PHONE, CABLE & ELECTRIC PROPOSED TO BE .JOINT TRENCH PER. DErAIL 6. SEE SHEET C7 FOR THRUST BLOCKING DETAILS FOR WATER SYSTEM. 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEM Will BE DESIGNED AND INSTALlED BY A UCENSED CONTRACTOR IN ALl LAWN, SHRUB BEDS AND SWALES. SIZE OF WAItt< Mt.It.R FOR IRRIGATION Will BE Dtll::RMINED AT THAT TIME. 3' ~ i' ELECTRIC"/" II PHONE ~ DIRECT BURY \. OR GREY DUCT 'CABLE OFF WHITE JOINT TRENCH DETAIL. , I UTIlmES NJ.S. tSof \~~S rr. 1'- ',' t Air"' . ~ ...-,. ~ 0) bO ::-. s:: 0) ~= ~ ~.( ~ (r~ 8 ~ ~ , (~ - ~ s::t ~O ... 00 (0 00 . ...... ~ ~ o ~ ,......0 o,......~rt')E ooq-O)1.Oo ""S;,~~ L.t.J "". I .t:~ t::: .01.0 ::::>~rt')coo (/) _oq-E ...;c:i';-g U> Ld 1.O;~ - i:i:-1.00- C1 (!) ..-@ o~ ~ ..:t:: coO:::: OX 0 ..,.. .... :c!= (.) , .-" u; if -. en ... 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I I .I<J, 1=' ,I I J I 1 I r I II I n ~ ._ ---,,~ Original Submlttai 1 STORM DRAINAGE STRUCTURE TABLE :~ CO 11 ST CO 69 15" FL OUT (E)=47t82 8" FL OUT (NE)=475.91 ST CO 12 ST CO 110 12" FL OUT (NE)=472.06 8" FL OUT (SE)=474.30 ST CO 63 ST CO 611 12" FL OUT (NE)=472.36 8" FL ,OUT (NE)=474.80 LEGEND I f 11lwll'~1.'~"'r,UlI~.aIl:Ii' ..!I~ .I.iII ,", I "j..t.llaCl4~ i CB 13 6" FL OUT (SE)=474.83 GRATE=4n.74 CB 19 6" FL OUT (SE)=474.65 GRATE=477.74 CB #10 6" FL OUT (SE)=475.18 GRATE=477.74 CB 611 6" FL OUT (SE)=475.71 GRATE=477.74 CB #12 6" FL OUT (SE)=476.24 GRATE=477.14 AD #1 6" FL OUT (NW}=472.11 GRATE=473.55 AD #2 10" FL OUT (SE}=472.83 GRATE=474.00 AD 13 a" FL OUT (N)=472.32 GRATE=473.68 <0 - UTlL EXISTING ,UTILITIES (I.E. lV, PHONE, ill & GAS) ) ( EXISTING CULVERT .12"W - EXISTING WATER UNE :wJ EXISTING WATER Ml:.lt.t< @ EXISTING WAII:.t< VALVE ~ EXISTING. FIRE HYDRANT ,<y'!<;> a"ST PROPOSED STORM DRAINAGE SYSTEM ImI PROPOSED CATCH BASIN @) PROPOSED AREA. DRAIN KJ) EXISTING CURB' INLET * EXISTING STREET UGHT TI EXISTING lV PEDESTAL [E] EXISTING TELEPHONE PEDt.:) IAL IZI EXISTING ELECTRICAL VAULT :ID EXISTING GAS RISER (J EXISTING GAS VAlVE m - ~ ~rJ.l~. ~ i.( ~ '~~ 8~~ I (" _ ,-~-......,-( L \ ~ CB #4 6" FL IN (NW)=475.69 6" FL OUT (NW)=475.69 GRATE=477.74 ID #1 REFER TO SHEET C7 FOR DESIGN SPECIACATlONS SCAlE: 1#=30' 30' 30' 60' 1 o CB #5 4" FL'IN (NW}=476.09 6" FL OUT (SE)=476.09 . GRATE=477.94 ST CO 112 8" FL OUT (NE)=475.30 ST CO 113 8" FL OUT (NE)=475.80 ST CO 114 . 8" FLOUT (NE}=476.21 CB 11 6" FL OUT (SE)=474.82 GRATE=477.74 ~._,~,....~,.~ ~,,~_..__., ....y'....__ _~.J ST CO 14 12" FL OUT (NE)=472.66 ST CO IS 12" FL OUT (NE}=472.74 ST CO 16 10" FL OUT' (SE)=474.79 .......0 g~~:6~ ""S;I~~ t=! . "" I .~ -o::::~tO.... ::::> 0 .-,# co 0 en _~E a-:o;-g cni:iitO;JB. Li:-1.00 o(.!) ..-@ o ~ ~ .. ~ COD:::Oxo t') a.. ,~o , enS: fIJ ~ 00 ~ .~ o ~ rn 0 d~ @' .8"WW @ . 24"SD . EXISTING WASTEWAI t.t< SY~ I t.M . EXISTING STORM DRAINAGE SYSTEM @ EXISTING CLEANOUT CB 66 6" FLOUT (SE)=475.88 GRATE=477.74 CB #7 6" FL OUT (NW)=476.24 GRATE=4n.74 CD ST CONS1.ttUCTION NOTES 409. CONNECT TO EXISTING STUB. SEE NOTE 1. 411. CONST AREA DRAIN AS PER DETAIL REFER TO SHEET C8. 412. CONST SID. CATCH BASIN AS PER DETAIL REFER TO SHEET C7. 413. CONST TRENCH DRAIN AS PER DETAIL REFER. TO SHEET C7. 443. CONST VEGETATED SWALE AS PER DETAIL REFER TO SHEET C9. REFER TO SHEET LA- 2 FOR DETAILED PLANTING PLAN. . 444. . CONST VEGETATED SWALE AS PER DETAIL REFER TO SHEET C9. REFER TO SHEET LA- 2 . FOR DETAILED PLANTING PLAN. 445. CONST 6" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON UD. 476. CONST 4" SOCK WRAPPED D3034 PERFORATED. PIPE WITH RUBBER GASKET JOINTS. 477.' CONST 4" STORM DRAIN PIPE, D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 47a. CONST 6" STORM DRAIN PIPE, HOPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST a" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST 10" STORM . DRAIN PIPE, HDPE WITH RUBBER' GASKET JOINTS AND TRACER WIRE. 481. CONST12" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 490. CONST 6" GATE VALVE. 491. CONST8" GATE VALVE. 492. CONST 10" GATE VAlVE. ST CO 17 "4 \" \ \ ,10. FL our (NE)=475.29 \ \\\ ST co #8 \ \ \~\~ 10. FL our (NE)=475.79 ~, ~\ \\\0 \ ~\\,?'~\ -- - \ \\~ \ \ \' \\\ \ \ \ , ~ \ \ \ ~ \ \\- \ \' ~ ~ \ \\ \ \ 'M\ ~ \ '\ \ \ ,.> \~\ \ \ \ ,,\ \ ~\\ \\' \ ~ \ i\. \ \ , \ \ ~ \ \ i \ \ ~ \\ \ ~\\\ \ \\~. \\\ \ \ \\ \ \ \ \ /~\ 1 f CB #2 6" FL OUT (NW)=475.12 GRATE=477.74 CB #8 6" FL OUT (SW}=475.81 GRATE=477.31 6 I ' )t) TL 1600 MAP #17-02~32 22 , LOT 14 OF HAMMER JNDU~ I KIAL PARK LJ -- I EXISTING - 20.00' _ P.U.E. I ----1 --- TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDU~ I KIAL PARK [J I ~ ~bL&.i Cl')r;:; <:) . . ::> S< <:) . wC'llo.. ~ -- I I -- - --- u --- --- -- -- EX. 10' X 20' P.U.E. -- - [1 --- I --- , \ ()~\) ~~~. -- I I ~ c trJ Q) ~ a '- u -- ---- ---- - - fl - L--- r Q.) D) t3 ~ o ~ V) l y--- 0- - -- . -- '- ,- - ------.J -0- f;1 - - L ----, , -- - -- - - -- - i Lo.- - -- - d cd ....... ~ CD bl) cd d . ...... cd ~ ~ S ~ o I") 00 ----- I I 25 LF S=0.50% - '- - --- - == - - - - --=.::-J ) - --- -,~, - - EX. 10' X 150' PRIVATE . RAILROAD SPUR EAsEMENT :J ~ ~ ~ ~ c \..:) @C066 t1 coif '# . :2!~ B: I L, 1 I .-.......;) t3 .~ ~ ~ ~~ ~ ~ ~ ~ ~ NOTE: 1. CONTRACTOR SHAll POTHOLE EXISTING STORM DRAINAGE LATERAL AND VERIFY ELEVATION COORDINATE WITH THE PROJECT ENGINEER TO VERIFY FLOW UNE ElEVATION PRIOR TO' CONSTRUCTION. Q ~ f:j ...... ~ JCB I&@ @ CO~ C,) r;:: ~ @-26 LF S=0.50%",' @ Q) ~ ~ ;.. @ 10# FL= /(J 474.66 U '"tj .......;) Q) .~ 1;; .~ ~ ~ \ @66 LF 'S=0.50% @CB #2 15" ST=471.82@ CO #1 @ ~1 8130 LF '""'--- . -' i= :::> I I 80 If S=0.30%@ 15 LF ~ 'S=0.50% ~ CO#2@ 100 LF S=0.30%@ @C063 -Tr~r --, , oJ __ _ II ~ 111,1 I 'I ~~II I "IIUI ~ III .~ II. 'I I' 1..' r I ,--r~ . ....1 ./ EX. I J- . ,-62.00 }:. . ROW ' , I '" ' - EX. .. ..- . , ROADWAY ,- I I n I~ 6# FL- I 'fM~( - /. . g ~'473.82'i{j ,IEJ,( I( ( I ~ ,I M I II [1?; J' I ,I 1/ ~ I .1/ I, @AD 1 'I If- = I ] I, / , I "1 ;;s.~t./ i I ~ J i r ,,"v::' I ~ n . ,- , ~I H."- ,I ,I ~ I ) I I. I I ~ r] I L", ~ 1 " l~ 1. ~ "~ I-- '/ - I 1i.f#1 - J W I EX. I :cn' I ' I '~,' 10.00' II /;:1 gEM" I j: P.U.E. z g 0 II 11/)1 C'III t ,~/f ~ I 1~/l ~ I Ii i / I 'I i ,E' ,g i I k' I U I k !-l~ I ' I, o . [ C1 100 LF S=0.30%@ EX. SO MH 11155 15" FllN (S}=468.28 36" FL IN (W)=468.28 _ 42" FL OUT (NE)=468.17 RIM ElEV.=475.02 :i b ..... ~ o II o s: "-."- ..- ..... ........., C'-I "" (; ~z foot () .. r:g ~o Q s: [J I : Ii ~ ~ ~ ~ f; a:l a:l a:l I:t: c: Q Q Q ~~~~~ ~ ~ ~ ~ < ?ii ~ t! ~ 8 [J . ) o = , I I' (1 J .', , u . .fCB 612@.~ ~1 @ ..- "" 1.0 ..- ~, co~ C 0) ooz" ~ 3l: E .9: o -g i> ...... (I) a::: fa ~ ~ :> 0.. <::5 IJ;J _~ ex: ........ "" ...... EX. 75.00'- RR ROW j - ..... I .. CI') 81131- xo~ .. <.> ...... co'<~ tt")I-CI') . z< X'OLLl I.&J"-:) Nu I t.: 4" STUBS FOR ROOF DRAIN ARE FOR POSSIBLE FUTURE STRUCTURE. TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTR~ PARK SI-iEE'l' C6 of 9 '" , . \ .p Date :l..~:.".. ~ -%, Original SubmittaL...,,_ ('" f,.., _ _ ^ /I / SURFACE AS PER PLANS LOCATED 12" BELOW GRATE DIAMI:.It.K AS PER PLAN 6" MIN~ WATER SEAL WITH HINGED UD ON TRAP OUTlET PIPE ElEVATION AS SHOWN ON PLANS --- / ~ ,......,--------,.,.,.............,.~r,~,r,-,-..." ""':" "''I'~'''''If'I'''~ '\\\,1'1'. JI,'.ItrJr;n..f 1114,1/1,';:1:.- J,,' ;.'.";.\1:;:( _.,,;..;:-.... . . , '. -"'... -TRENCH.' D'RAINAND BAR GRATE ASPHALT DIPPED 1. Box fabricated from' 1 o GA. materialor1!4" material. 2.8ike proof, welded, drop in, heavy duty traffic grate supports MSHQ H-20' loading or as required. 3. Outlet stLlbfor no hub' connector. "a"-~" M1ll1UlllJ I I tWill" J I n lLL' Illlt, 1:;:L41:~ I ::" : I i , -L l' I 'I ~_ _:.. _ L~:c lliJ I 1.1 J III Ill.llUlllll1 IllJ 1111,1111 ~ II tu. . r BAR .GRATE .... ","" "A". , ...... - . AS REQUIRED AS REQUIRED - . "1.2'" -- ....,.. -- l' ?_ L ,,, Q I ~, toO "C~. -- ... . TOPSOIL MATERIAL lANDSCAPE AS PER PLANS EXTRUDEDCONCRtlt CURB CLASS 3000 - 1/2" CONCRETE ACPA~NGSURFACE SHALL BE CLEAN AND FREE OF ALL . FOREIGN MATERIAL BEFORE APPLYING EPOXY. /~ =<'<A'<^"<~ --6........i. ~~ :.:~~; ; . , 'n .. .....~.::.~ 1. --6 ---.... ..: ..~. , f// //// //l/ // //// // // // // // // // // // // // ~ ~"l""\~~\~~~~~~~~\\\~~~~~\~~\\~ 'V~~'W)>>~~~~ SURFACE AS PER PLANS '3.0' 7" THICK CONCRETE PAVEMENT 3500 PSI AEID STRENGTH SECTION A~ A - "a" , A"""- - ~ EL = "E1" -V TOP ..OF . GRATE L -I TOP~;G~~->- I . -. ....e:e:....,-..-..-.. I '." EL '=-lE- ~ . ... ~- ""-:lNVE~ELEV.V p A~ . TRENCH DRAIN DIMENSION SCHEDULE A B C D El E2 IE F GRATE FRAME GRATE ,FRAlrlE TRENCH DRAIN SLOPE OF ELEVATION ELEVATION INVERT DlAUETER OF WIDTH' LENGTH WlOTH BO'l"1'O~ OF. GRATE OF GRATE ELeVATION . 0U'l'LE'l' PIPE .12" 44' 8!' 1:0% 475.02 474.84 474.04 61' ANGl..E IRON FRAME DIMENSIONS ">, LEG ONE , WIDTH GIBSONSTEELBA:SI~S' L1 . L2 T LEG TWO WID'l'H 'l'HICKNESS OF.LEGS 24 7 WASHINGTON ST. EUGENE, OR 97401 (541) 687-8672 (Fax 541 )687.:...0033 MODELl TRENCH~DR.AIN_ORDER....;F"ORMt ~- BIKE PROOF STEEL GRATE II: N 1 / 24" SQUARE 10 GA. STEEL 1 . CATCH BASIN WITH 24" SUMP. + ASPHALT COATED INSIDE 24" AND OUT. SUMP ~ ~, '" PROVIDE SMOOTH lEVEl COMPACTED CRUSHED ROCK FOR BASE OF CATCH BASIN STRUCTURE CATCH BASI~~ J~TAIL N.T.S. -r;:~::~ " ...... .. .-... .. .>.... . ..... .. ..... .. ..... ....~.,.........,.~.. .. ......J:. .-. ~~~~~~~~~ ~~r " '",.. ",." "." ~~~~~~;~~~~ . CLEAN OUT DETAIL N.T.S. , i BASE ROCK AS PER' PLANS' CONC~ETE VA~LEY GUTTER NTS EXTRUDED CONCRETE CURB )~~AI~ N.T.S. 6.0' c --- --- 3.5" / 'EXTRUDED CONCRtlt WHEEL STOP , ClASS 3000 - 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND SURFACE AS PER PLANS\ FREE FROM FOREIGN MATERIAl ~",,,,,,,,,,,,,,,,,,,~~~~~Z(~~~\~~(~~~~Z~,,,~~~~=~PL~NG EPOXY. NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL sr_,op JETAIL N.T.S. MECHANICAL PLUG 1////// // ///// / / / // // / / /// / / // / / / //t! // /// // /// /// // // / / / /// ///0-0 : j~:i;~: ;';;:.:~~;~?r:~~~E;~'~~;;~;:/t~~q{~;;S~:~~ i~~(~~~~\ 1!~~2I;.:;:,~~;?~t ~:~;~:~;i~~1'~:~~~:~~--@ <':~'~ :,: '.' .~ .."...... .'. . '.~. .... .... ,. .,...:'....... '.' .Z. ". ......, -: ... ',. ~. ,.... . '.' :. ,,~,"._ ..... "" '" ,,~. Y~:;~,'::" ~:...~:,:: .i:.,:(' ~.~: ~;;.:. '{.~ ::..: ~;, ~:\:><;:\; :\ ;:::':v; ~ .~: ~~:~,;;::~:;~:,<:_~:::);: ~:'>i,:;\~..;t'~ . .' . ~~E~ :~~~ES' . .... ....... . ~~~~~~~~~~~~ . ~~~~~~~~~~~ 04" ASPHALT PAVING- ~~~~~~~~~~~ , 2" CLASS "C. OVER ~~~ 2" ClASS "B" ,~~~~~~~~~~~ , '~~~~~7*~~^~~ @ 12" (MIN.) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). @ FABRIC UNDER ROADWAY (UNO . GTF OR EQUiVALENT.) IF REQUIRED DUE TO SOFT SPOTS. o WELL-DRAINED SUB-GRADE (SUB-GRADE TO MODIAED 95 PROCTOR MIN. COMPACTION). APPROVED BY GEOTECHNICAL PROtt~SIONAL / 2" GALVANIZED CAP '- ~ ~ PAID1G I11H DMY. DBABI B> PBIII' ctl..y TOWIll tNER am 8JI.62O NI.) FN: .. TO t450 tNER ORB 811. .... -:, A \ 12" X 16" SIGN WHITE BORDER ON BLUE BACKGROUND WITH WHITE .It.IIt.KING AN SYMBOL \ 2" ROUND GALVANIZED POST TREADED ON ONE END b to , SURFACE j PER PLAN 2" ROUND GALVANIZED - POST TREADED ON ONE END I 2" GALVANIZED COUPLER SET IN CONCRETE , I> ' ' ~ . ':~ . t>' "., 1> ,:" ,'!>'" ;/-'<< '... '<':'" 18" CONCRETE ./" ~", , . ':"", ,'.1> "f- ,f,', . ?AVEMENT SECTION DETAIL NTS POLE ~VlOUNTE) ADA SIGN DETA=L N.T.S. A '., , t>: ,.!>, : ,f> t>,' , , ' . . ,; ;\ : ' , " l> / STANDARD ~1t.t.L FRAME & COVER GROUND lEVEL '\ _~...".. , . L_MECHANICAL PLUG . ~~~~~~., :.. ~~.~~~,,,. ~ ~~~,,'l: "... ",,"~ SO THAT A MINIMUM COVER OF 4" :: EXISTS ON AlL SURFACES OF PIPE. . ! ; 4"MIN ... " 4 "MIN ! ::. :". : ..... , ;0; . . . ~ .. :.. : · .. PIPE lYPEAND SIZE " : .. ". AS PER PlANS. .... . . ..-: ;.: ~ .. :.: ~ ~.::. [EXTRA LENGTH TO EXTEND . ~.~ ;~: ~. ..; ~.~ BELL BEYOND CONCRETE ~.......~.... .- ....... ..... ..... .. ... . .. ,~ '. ! ~ ' t>' . , A, l> ., of- L~ ()(L01 ~ 'I - . ~I ~ ~ ,~ , UJ ~ bO fj ~ UJ h.... -.-4 ~ ~ .:s~~ UJ -60 S a~OO Or:z:l~ -- ~~ -~ -<- 0 Id .......0 o.......~t")E ~r:t0)1~8 0) t"). Lt.J N I .~ !::o.:~&.o.... :::> 0 .-, co 0 r.n _-.::t'E .ci~_c li;~~;~ i:i:-&'oO o C> ~ -~ o~z ........ COO:::: OX 0 t") a... ~ 0 , r.nif......cn tlJ . ...... .~ ~ o ~ '. /,~ 4~~ ~~~ ~I W\~ fI) Q ~ COt ~ 'b ~ ~ ~,~ ~o~~ ~ l~~~ ~ ~ ~~ '~~\)) lJJ !. .4. i ! 1- , ! -'i ~ 0 b) (l) Q) ~ DJ a d ~ 0 ~ r:n V) .....-t ~ · r-t "'f-,) cd ~ ~ .~ d Q.) .~ 0 ~ ~ ~ ~ ~~ ..--t Q) . ...... ~ >- ~ . ..... ~ .....::t U ~ '"t3 ~ ~ Q) .~ ~. , I .~ 'l.i ~ ~ it I i c!l ~ ~ 5 I ~ 0 0 ~ ..... ..... ......... ~ ~ ~ ~ ~ .. ~ ~ t:Q t:Q t:Q "<<i '~ ~ 0 0 0 t ~ ~ til ::c ~ ~ a ~ ~ tI1 tI1 - - < > > > 0 s: ~ .~ ~ ~ 8 _'~.'.iI"" ~ ..... ........ LO ..... ~.~ co......... ~ 0) ~ ~ E Q) 0 ..0 '> .... Q) ...... Cii Q:: CJ) I > cu ~ .... ..... > a.. (3 "- IJ;.l c-.J ~ ,:x:: ~ SHEE'I' C7 of 9 " Date ~e:eived: , ,{ 3 :A ~ ~G A ~:A 0:- - -~US- 3 _OC <S FITTING TEEt WYE STRADDLE 90. BEND SIZE AND BLOCK PLUGGED CROSS HYDRANT TEE PLUGGED ON RUN 4 1.3 1.6 1.8 6 2.8 3.7 4.0 8 5.0 6.5 7.1 10 7.9 10.2 11.1 12 11.3 14.7 16.0 16 20.1 26.1 28.4 20 31.4 40.8 44.4 24 45.2 58.8 64.0 \ SQ. 45. 22 fl. 1114. BEND BEND BEND 1.0 2.2 1.1 3.8 2.0 1.0 6.0 3.1 1.5 8.7 4.4 2.2 15.4 7.8 3.9 24.0 12.3 6.2 34.6 17.7 8.9 ~, , ~ ~ A% ~V~ r :3 -J V I--~ '~~~~V~ ~~>>W HORIZONTAL TEE ~ ,~ ,~"y -) r >>'\: ,<< /" ~~ '/)>%> '\ J ~ ,"(L-~ ~, 7~AYh~~ VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACIlY. TAB _: No. 1 HO ~ ZO \JTAL BLOCK \JG - - ~jS- 3_0C< VO_J v1 :S \ CU_ Y)S. FITTING 45. 22 >2. SIZE BEND BEND 4 1.1 0.4 6 2.7 1.0 8 4.0 1.5 10 6.0 2.3 12 8.5 3.2 14 11.5 4.3 16 14.8 5.6 TA3 _: No. 2 1114. BEND 0.2 0.4 0.6 0.9 1.3 1.8 2.3 VERTICAL TEE ~ ~ ~ ~7' '~/~,' \J- ~ '\ ~ '- ~'$ - ~"<x~~ BEND VERTICA _ BLOC < \ G FITTING SIZE 12" & LESS 14" - 16" ROD SIZE #6 #8 TABLE No. 3 EMBEDMENT 30" 36" REINFORCING J~ NOTE 10 \ <0 r ( I r ........ ........ ] NOTE 5 II r-j o .... ..... &WI ~' [; / .. NOTE 4 . /, / =11 -.l ~ ~-l ~ . ~ lr---~,:; · ',) - J _?- .... .... II ~ ~I -- Norr 6 / , ~NOTE 8 ...... OVERHEAD tBt WITH FDe ~ <z~ ~~ I I - ..J '-..C /7) c" ~~$ " ~~ ~~ (~& {--- '\ .,,~,,~,,?~y. HORIZONTAL CROSS ~: & L'''" ~" #-) ~l ~ ~,,-~~ L~7' : .'.' ", 't. ..' '''Ii... ..0 ~ .'. '".'" '~,<~. '.. " 7'\.." .... /~ . '" HORIZONTAL WYE /lY //,-vljv / ,.c~' L'''<./ ~ -- , <! ~'>> ~~~ I V - --~ A ~ ,,~ ~~ ~ ~~~ //'li:y ,I' I ~,%~' ~~ ~/~'5 VERTICAL CROSS VERTICAL BEND PLACE CONTAINER' FOOT \ PAD..ON CENTER OF FOOTING 4C -18"..... 2.00' OR 5.00' - \...... tt ~ PER PlAN _ 12:J:.... PAVING PER PLAN ~ r~ \' lYP. , SLOPE = 2.00% '" . SLOPE iARIES .' zr ." . . </ . . . ' . .: ,J.J>. il'. 't "?'/7//~ '.: ~//////(// //t.!<((((~~,>, /' ,...':':i,",:.,:~..,~ '~',",,?<1 _0.50% SLOPE FOR DRAINAGE '::'<;:',,>>':',:,~.."'.4 '~",,'::~:<~::';' ":,.J,.~":',;:)::,:::>;:::;::',:,.:2'KL\.~~~~~~:~}'t-.,; "''':;,'' ' ,~~~~ ", .~. ::.'q.'. ,.... ...'~.:..:..,..., ,::' ':" ...' ,".. ',....::..'b'.l: ~'y~~"7)1.." ~;\. ~ ~"~~,,.. ',~~'>,,';,>: ,<:,:::,:.,;',:" ,':,::",::,,:.'.'::,::, <.. ':<~':"::" :,>",,: ~ .; ,: /' '. . - . ~~~~~. %-r 4" SOCK WRAPPED \ P ~ Lt" 0-3/4" ~~<~~ ~~:~~~RATED "-- #5 @ 12" BASE ROCK #" BASE ROCK lYP. COMPACTED 5 X 3.0 TO 6.0 1" ROUND ROCK PER' PLAN @ 95% @ 12" lYP. IN ALTER FABRIC DRAIN TO PROPOSED ... " STORM SYSTEM CONCRETE FOOTING UNED 8 ^8 TRENCH. & RIBBON @ 3500 UNQ125EX OR PSI AELD STRENGTH EQUIVAlENT. / y/:V/:. ~~~~, /''''~~.(" / :,.(, %r, -} V' ./~ ~)1.-J:~ ~ ~<<Z~~ v~W~ STRADDLE BLOCK THRUST BLOC~( DETAILS .... .... A z :s = I""') , 12"MIN EACH END NTS Norr 5\ I NOTE 9/ ("1"---'--- ~ - - _..__C CONCRETE VAllEY GlJlltK '\ 1//8,~ ' , <? ) -~ .f- CONTAINER ..... 18" .... CONCRETE FOOTING & RIBBON@3500\_.llYPt':J:._,1 PSI AElD SIKI:.l'lGTH - - , ~v<<~ ?.il.. ~~~~. . ... = . ~~ .~. \ .4: \.<1. . .' co ,0.50% SLOPE FOR DRAINAGE ~~~N~=?O~OOT )(~~~'~~""'k'~~L,~~:<^-0~~1({~W~"." ".. FOOTING "7~7 ')r7~ ~7~ ~7~~~~'" ~" .." .." /~~0", ~/A: "'V' , f' 0-3/4" #5 X 1.0 BASE ROCK @ 12" lYP. COMPACTED 15 @ 12" @ 95% 1YP~ . ~ CONCRETE RUNNER DETML NTS I CONTAINER CONCRETE RUNNER & RIBBON DETAIL NTS /X- NOTE 7 r I A NOTES: 1. Detector double check vault or enclosure shall be installed at point of service , or in an alternate location approved by. EWEB or SUB for their respective service area, but no more than 10 feet from point of service. 2. detector double check assembly may be installed vertically, provided that the ossembly: 0) is internally spring loaded (not weighted checks) b) is 4" or smaller c} is recommended by the manufacturer fro verticol installations d) has the normal flow upword z 5E = v N / A / ~",O \m'~"",.' '~,~ 6~~.. J/V)J---_~ ,--'-----q .J_ _. __ _ _-1 3. All clearonces opply to outside and in-building installations.. 4. Insulation - freeze protection to be installed andj or heot source to keep enclosure ot 0 ~inimum temperature of 4O-f (NFPA 13-4-5.4.1). 5. Bore-sigthed drain to daylight. 6. Compacted grovel or undisturbed bose. 7. a door or other occess shall be provided. ' 8. All assemblies 2-~# and lorger shall hove flange supports. 9. All structures to comply with locol codes. 10. Fire department pumper connection per local fire code. SUB - Neptune Meter or Badger Meter, cubic foot register with remote register. DEr~"lECTOR. DOUBLE CHECK ASSEMBLY 2-1/2" - 10", ABOVE GROUND NOT TO SCALE A = · SUB standard for remote register (provided by contractor). (. ) = APPROVED DtltCTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPUED SHUTOFF VALVES. 2) Df- 13 p(lct~ "'> A ~. bOr^ ~- , d ".. ~ ..... ~ Q). ]Q)~ ,17ri ~', g .~oo (I. (( ~ ,0 r::r::I ~ .( (~ " \: . ...... - ~ ~ o CCJ - " .1 o 1'0 g!;t:~r6~ NS;I'~~ LLJ N, I .~ t::: . 0 an '- :::::> gs, I""') co 0 V) _vE . 9" ....- - s::: In ~....-~ !:!::! '-' ~ (5 o ~ ..-@ o ~ ~ .. ~ COO:::: OX 0 -a.. ~(;) ,.- I V) if -.. en r~ - - -C-f-) ~ I: ~ L.) r:.o. . ...... t:: o ~ ~= I,m>.",,,",, 1 ~ .. j j 'j i t ~~ j _I.'" ;;! ..,.-. ~~ i t .i i' 1 .--t . ...... > . ...... o ...- 0 0 ...- ...- ...- , ........ :>: :>: :>: N N CS tl ~ CO CO CQ ........ Z 0 0 0 ClO 15 ~ t ~ ~ tIJ :z: a:: ~ tIJ ~ ~ Ef! Ef! a ~ > > > .( ~ g: Y1 ~ ~ ~ 8 ...- ...- ........ . LC') ...- ~ ...- ........ cc ~ ~ c 0) cij ...... ~ ...... ~ -e Q) .0 'S: :::J Q) ..... en 0:: en I ;:;, ..... ~ > 0... (3 I:IJ N 0:: ..- SHEEr l' C8 of 9 -f ljate I Original .... /' A , 8.5' CONCREfE RIBBON~, PER PLAN r M; PER PlAN , ,_ ".:' _, ,.' , .1~ ~~,. . 'l'{/ ~/)'~y~ CONCRETE RUNNER 'J~ 7i ..... '40.0' . I DRAINAGE PAIIll:.RN '" '" "" ) I . ~ ~ 1- , 40.0' .... ./'" DRAINAGE PAil tkN /" ~ t .... 4.0' GAP UNITS 43-86 FOR ELECTRICAL SERVICE TO SITE .... 8.5' .... 4 rt CONCRETE ACCESS PAD 2.83' ..... CONCRETE RIBBON PER PLAN , . , ':", M; PER PlAN\ to '... ": .\>.:',..:. "" . ," . ..' . .~, . ~ ',' "'~ . . \, . "". . ,b to ~" ''\ , 7~ ~ ",' ' " , ' CONCRtlt. RUNNER PERFORATED . DRAIN PIPE TO STORM SYSTEM .... . 8.0' " 8.5' , . A : , . . '. 4. . " . , <I 0.50% SLOPE FOR DRAINAGE .... SLOPE=2.00% , ' '. <1,-. " ,4 '. '. . . Ir,: <I '. P', . ~. "1 . ~ ,.,... b, : ....to.' , . '~ }~'~~''\':''~~'~'~t~ ~ ~~..~'<< ~ ~~ ~ ~ ':'.~ ~:z ~, CONCRETE RUNNER PERFORATED DRAIN PIPE TO STORM SYSTEM 0.50% SLOPE FOR DRAINAGE .... CONTAINER DRAINAGE SIDEVI~ft ZURN MODEL Z348-77 DOME lYPE AREA DRAIN W/6>> OUTLET 2' RING OF 3rt ROUND ROCK 8" DEPTH .... .....-. 0.5' NTS l( . DRAINAGE PAI,I:.NN """'~ SLOPE 0.50% I t , ~ ~ <00- .::::!E z:;:) 5eCJ) ''- PVC CAP SIZE PER PLAN AREA DRAIN DETAIL . NTS .~. "4 ~ .. .~'..," 4 ,.., , 4 . <I 'J).' .... ':,":' . ' '.' .. 4,~ ~ ,J', '.,. . '".4 .', . . jet .' 4" ., ,4'.. ",' A- ;, , . , . 4 '4" ~ ' .' <I ' . . ,<I. ,." <I' ,4 A,4: '. , , <I ,<I : ' , " , <I' . . <I' CONTAINER DRAINAGE REAR VI~" WIDTH VARIE~ ,/ LANDSCAPE RETAINING WALL CAP "~~~'~I~~'..~" ,.' ;;', ~ ": .' ?;: ~~ A t>>\>' . , '0 ~ i" .,.' '" VARIES v: ~. :' '.; 3' MAX. ~~: t.,. . . '.~ ~@:~ " ~~;'.~..."~ , ~~ ~ A , . ~'. ~ ~~~~>~ ~-0 ~ ~,~~~~~ .... .... NTS I 'i ~ P ~ . I. I ! -\ " .....: A CD ~ f .il '((((Vff 8 ~ ~ 1. (.'1 _ \... ~ >l $:t ~o 00 - ~" .. ~O 00 . ..... J..t J..t o ~ ,",,0 8~~:a~ NS;I~~ ....., N I .sa !::: . 0 to t:: :;:)gs""'coo CJ) ............"l:t'E .c:i--............c lni:i:l~;5; --tOO ots ..-@ o~~..:::: OOD::Oxo ,.,., 0- ~ (;) , CJ)5: en .. . '"--,~ . , ,_. ~ ' ~ .II . dl 00. ......... . ...... cd . s-=> CD ~ Q) D) ~ ~ o ~ Ct) ~ o ~ Q) ~ a ~ ""'fo..;) ~ o t,) ~ ~ .~ ~ ~ ~~ ~ ~ '~ ~ e3 '~ ......... . ...... > . ...... Q Q) ~ ~ "t3 ......,;) Q) .~ ~ .~ ~ ~ "",.-.11l -~._"......_, -. - -. 1.33' <r- 0 t c ..- ..- <r- ;;; ......... ~ ~ ~ N N. .. ~ ~ ~ ~ ~ 2.0 ~~ It: Q Q Q ~ BOlTOM' .... ~ t tiI tiI ~ ::t: ~ ~ ~ a ~ tiI tiI tiI 10.0' WIDTH ...... - - - < > > > ~ ~ ~ ~ 8 REFER TO PLANTING PLAN FOR DETAILED LANDSCAPING .... p ..... 3" ROUND ROCK ~ J 'lo CHECK DAM DETAIL NTS ..... .... .... .... REFER TO PlANTING PLAN FOR DETAILED LANDSCAPING ~..7..' . ,: \>", ~~ '. , .4 , . ~ .... ,I> . " '. " ~~. : '.; VARIES ~."~, ''', ~~~),;,.'~ ~'. ~: ".'...4 , , ~ l> A . 1/-.. ~y;}y)>~>y~ r y. '/~~<<~"(.{~~~~~~~~~~~~V' . ~~>>>>,d>>7)>Y);Y~X/~~~^~~~~ STORM DRAINAGE PIPE PER PLAN ~ , DOME lYPE AREA DRAIN AS PER DETAIL ..... LENGTH VARIES 105' OR 130'- f.. ~;:~N~ADROCK r ~:~ ~ PER DETNL , rt. . SLOPE 0,50% - ~~' ~~ ~~~ CHECK DAM PER DETAIL SPACED 25' DOME lYPE AREA, DRAIN AS PER DETAIL SLOPE 0.50% ...... q .55' lENGTH .... OUTLET PIPE PER PlAN VEGETATED SWALE 443 DETAIL NTS VEGETATED SWALE 444 DE"tAIL . NTS Q AJ- 12. '^ /'\ /\ I C' J 1 .os .l ~,~ (X)'~ "6 0) ZOO ~ ~ E ..~ O ..Q ~ ii a:: U3 I >. ..... ~..... ::> a. t5 IJ;J " ~I C'; ~f'r~' .., '~'~~'WlIiI1IIMll-'"'' ~ ,-- - L'" SH~~' l' C9 of 9 '" j Original submittal,. , ,...".....-- GENERAL SITE INFORMATION 1. TYPE OF DEVELOPMENT: INDUSTRIAL WITH PRIVATELY OWNED AND MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE S'I~It.MS. 2. CONSTRUCTION ACTIVITY Will CONSIST OF: - PRIVATE DRIVEWAY, CURB, ASPHALT PAVING, AND FOOTINGS - PRIVATE WASTEWATER AND STORM DRAINAGE SYSTEMS. 3~ PROPOSED CONSTRUCTION SCHEDULE: STAKE PlASTIC @1' O.C. / THREE LAYERS MIN. 10 MIL PLASTIC TO GROUND TO ENCLOSE t WASHOUT "eN t "- NOTE: ... 10' .... WASHOUT SHAlL BE ClEANED AND REPAIRED AS NECESSARY TO A PROTECT AGAINST SPIlLS AND lfAKS. BEGINNING DATE: COMPlEIlON DATE: OCTOBER 2011 JULY 2012 4. DEVElOPMENT AREAS TOTAL ARfA: 4.23 ACRES PERCENT OF SITE DISTURBED = 64% CUT = 3,011 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 1,770 CU. YD. OF EXISTING ONSITE MAll:.I<lAL 5. SOIL TYPE ON THIS SITE IS OXlEY URBAN lAND COMPLEX, WITH SUGHT EROSION FACTOR. b ...... SAND BAGS STACKED 2' HIGH. UNE WASHOUT WITH THREE LAYERS MIN. 10 MIL PLASTIC TO COMPlt.Itl.Y ENCLOSE WASHOUT , CONCRE'I'~ WASHOUT DETAIL N.T.S. VICINITY MAP . NTS o CONSTRUCTION NOTES 175. CON:> I KUCT. CRUSHED ROCK ACCESS ,PAD. PROVIDE 6" MINIMUM DEPTH 2"-3" CRUSHED ROCK COMPAt;IW TO 90% MAXIMUM DENSITY. PAD SHALL BE 15' MIN WIDTH BY 100' LONG. 176. CONST SEDIMENTATION CONTROL SILT FENCING PER DETAIL 177. INSTALL BIO-BAGS AT CATCH BASIN OPENING, PLACE BALES TO AS PER DETAIL 178.. CONSTRUCT CONCRETE WASHOUT AREA. Curb Inlet sedimentation dam Curb. Inlet SUPPORT POST 10' O.C. ~- / 2"x 2"x 5' DOUGLAS AR OR APPROVED EQUAL INSURE POST IS STABLE AND CAN SUPPORT FENCE. \~. O~ SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL SECURE FABRIC TO POST WITH TIE WIRE AT TOP, CENII:.K, AND BOTTOM OF POST. . Bio-bags LEGEND !il. / '/- iii ) 'r .. -n~n~.~~~ ~ \ DISTURBED GROUND DUE TO ONSITE CON~ I KUCTION. BACKALL Bu 110M 6" OF FABRIC WITH NATIVE TOPSOIL MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. ~ A 30 o i:i: Curb. EXISTING, CURB INLET W /PROTECTlON PROPOSED CATCH BASIN EXISTING CONTOURS PROPOSED DRAINAGE PAil t.RN PROTEC.TE~, ' DOWNSTREAM ~ ~a ~*~f _ I .."".""".- ~ '--- -,--- ~ - z >- ;:.~ Cu~ .-. SED~ENTATION CONTROL FABRIC TYPE SILT FENCE NTS INLET PROTECTION DETAIL NTS -- C) ZbL.d ~d::) SfNa: Tl 1600, MAP 1117-02-32 22 LOT 14 OF HAMMER INDUSTR~PARK I f 1 , n M- II fJ _ j EXISTING ~ 20.0' P.U.E. Tl 1700 MAP 117-02-32 22 lOT 1 OF HAMMER INDUSTR~l PARK --- -L - , . -- EX. 10' X 20' P.U.E. '\. -- ~- ! - -;~-_r- r I ----.J - I tJ - ----- ~-- I- -- n - --- . . ~ .--- u I EX. DETENTION fACIUlY ~ "'-, } . / - - 1100 LF@ TL 200 MAP 1117-02-31 11 lOT 3 OF HAMMER INDU:, I t<~l PARK ?~ / ~ I 'C \ ~- SCALE: 1 "=40' 40' ~ 40' 80' o GENERAL NOTES: 1. Prior to any ground disturbance on the site one inspection with LDAP stoff is required. Issuance of this plan does not relieve the permit holder and or the contractor from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. ~.lIIl,1 ~iIlIIl.lb"'ill':iI!odU , .c__, .. ~ 2. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) are the minimum requirements for anticipated site conditions. During the construction period, these measures shall be upgraded as needed for unexpected storm events and to ensure that sediment and sediment~laden water does not leave the site. ,A copy of this ESCP must be kept on site. . Changes to the ESCP must also be submitted in the form of an Action Plan to DEQ or its Agent for approval. (Schedule A.7.f.) 3. 'The implementation of the ESCP and construction, maintenance, replacement, and upgrading of the erosion and sediment control measures is the responsibility of the permit registrant until all construction is completed and approved by,the local development agency and vegetation / landscaping is established. The permit registrant shall be responsible. for maintenance after the lots are approved, until the lots are sold and the 1200-C permit is terminated. (Schedule A.4.a.) and (Schedule 0.3.) 4. The implementation of the ESCP and the construction, maintenance, replacement, and, upgrading of the erosion and sediment, control measures ,is the responsibility of the permit holder and or the contractor until all construction is completed and accepted and vegetation / .landscaping is established. ~. The boundaries of, the clearing limits shown on this plan shall be clearly flagged in the field by the engineer prior to construction. During the construction period, no disturbance beyond the flagged clearing, limits shall be permitted. The flagging shall be maintained by the applicant / contractor for the duration of construction. 6. The erosion and' sediment control measures on active sites shall be '. inspected and maintained at least once every seven (7) calendar days, before weekends & hollidays and within the 24 hours after any storm event of greater than 0.5 inches of rain per 24-hour period. Measures shall be inspected by contractor after each rainfall and at least daily during prolonged' rainfall. Any required repairs or adjustments shall be made immediately. ' 7. All erosion and sediment control measures sholl be protected from damage at all times. Control measures shall remain in place until permanent re-vegetation has been stabilized. Any measure that is damaged or destroyed shall be repaired ,or replaced .immediateJy. 8. Any areas of exposed soils, including roadway embankment, that will not be disturbed for two days during the wet season (October 1 to April 30) or seven days during the dry season (May 1 to September 30) shall be immediately stabilized with an approved ECS method (seeding &. mulching with straw, bark, compost, or plastic covering, etc.) 9. Street sweeping shall be performed as needed or when directed by the City inspector to insure public right-of-ways are kept clean and free of debris. 10. When trucking saturated soils from the site, either water-tight trucks shall be used or loads shall be drained on site until dripping has been reduced to no more than one gallon' per hour. Sediment laden water will not be allowed to enter the stormwater system. 11. Extracted. ground water from excavated trenches shall dispose of in a suitable manner without damage to adjacent property. Dewatering systems shall be designed and operated so as to prevent removal of the natural soils and so that the groundwater level outside the excavation is not reduced to the extent that would damage or endanger adjacent structures or property. Approval of,the system does not guarantee that it will meet the outcomes or be acceptable for use in all' situations. Modifications to. the system will be required if the compliance can not to met. At no time will sediment laden water be allowed to leave the construction site. . 12. A supply of materials necessary to meet compliance and implement the LDAP or other best management erosion practices under all weather conditions shall be maintained at all times on the construction site. 13. The site lies within the 5 to 10 year time of travel zone for the Drinking Water Protection Overlay. No hazardous substances, such as paints, thinners, fuels and other chemicals shall be released onto the site, djacent properties, or into water, features, the City's storm water system, or related ,natural resources. 14. The ESC facilities shall be inspected by the contractor and maintained to ensure continued proper functioning. Written records shall be kept of weekly reviews of the ESC facilities during the wet season (October 1 to April 30) and of monthly reviews during the dry season (May 1 to September 30). 15. Approval of this Erosion Sediment Control Plan (ESCP) does not constitute an approval ,of. permanent road or drainage, design systems (e.g. size and location of roads, pipes, channels, retention facilities, utilities, etc.). 16. The erosion and sediment control measures shown on this Erosion Sediment Control Plan (ESCP) must be constructed in conjunction with all clearing ,and grading activities in such a manner as to insure that sediment and. sediment laden water does not enter the stormwater system, roadways" or violate applicable water standards. 17. All work performed by utility companies for this project, including placement of appropriate erosion and' sediment control measures, finished grading, seeding, mulching and clean up is governed by the conditions. and requirements of this erosion control permit. The assurance that these requirements are met will be the, responsible of the permit holder. 18. Soil stockpiled during the wet weather season (October 1 through April 30) shall be covered with polyethylene plastic sheeting and secured tightly in place with an approved anchoring system, to ensure the stockpil~ is not exposed to rain or creating, sediment laden run-off. Energy dissipaters and other control measures may be required to slow runoff. 19. Stabilized constructiQn entrances / exits shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to insure that 011 paved areas are kept clean for duration of the project. 20. Catch basin / curb inlets shall be protected by an approved method to prevent sediments from entering the stormwater system. Approved barrier methods include filter fabric inlet barriers, block and gravel inlet barriers, gravel and wire mesh' inlet barriers, and mesh bags filled with wood chips. 21. Temporary grass measures must be fully established by October 1 or additional cover measures will have to be implemented until adequate grass coverage is achieved. 22. Issuance of the erosion permit does not relieve the permit holder from all other permitting requirements. Prior to beginning construction activities, all other necessary approvals shall be obtained. ' 23. BMPs that will be used to prevent or minimize stormwater from being exposed to pollutants from spills, no discharge of concrete truck wash water, vehicle and equipment cleaning, vehicle and equipment fueling, maintenance, and storage, other cleaning and maintenance activities, and waste handling activities. These pollutants include fuel, , hydraulic fluid, and other oils from vehicles and machinery, as well as debris, leftover paints, solvents, and glues from construction operations. (Schedule A.7.e.i.(2}) 24. Solid Waste and Hazardous' Materials Management. Follow project written spill prevention and response procedures, employee training on "spill prevention' and proper disposal procedures; regular maintenance schedule for vehicles and machinery; and material delivery and storage controls" training and signage, material use, covered storage areas for waste and supplies. (Schedule A.7.e.iii(3}) 25. The permittee must properly manage hazardous wastes, used oils, contaminated soils, concrete waste, sanitary waste, liquid waste, or other toxic substances discovered or generated during construction and meet all state and federal regulations and approvals. (Schedule A.7.e. iii.(4)) 26. Sediment must be removed from behind BioBags and other barriers it has reached a height of two (2) inches and before BMP removal. (Schedule A.7.f.ii.(2)) 27. Removal of trapped sediment in a Sediment Basin or Sediment Trap or Catch Basins must occur when the sediment retention capacity has been reduced by fifty (50)% and at completion of project. (Schedule A.7.f.ii.(3) & (4)) 28. .Should all construction activities cease for thirty days or more, the entire site must' be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method. (Schedule A.8.a.) 29. Should construction activities cease for fifteen (15) days or more on any significant portion of a construction site temporary stabilization is required for that portion of the site with straw, compost, or other tackified covering that prevent soil or wind erosion until work resumes on that portion of the site. (Schedule A.8.b.) 30. Daily inspections when rainfall and runoff occurs of the BMPs and discharge outfalls must be the project ESCP Inspector. These inspections and observations must be recorded in a log that is available on site. (Schedule A.6.b.t) & (Schedule B.1.bO)) . 31. All ESCP controls and practices must be inspected visually once to ensure that BMPs ore in working order prior to the site becoming. inactive or in anticipation of site inaccessibility and must be inspected visually once every two (2) weeks during inactive periods greater than seven (7) consecutive calendar days. (Schedule B. 1 .b.(2)-(3)) 10 of 15 [J~S "' ~ilr:ttMh:"'" j '" ... . ! I co be ~ = ~ ~ .r-f CD CD ].a ~ =00 ~~ -- ,......0 O,......~,.,.,E o<o::t'b)l.Oo NS;I~~ I.&J N I .m !:::o::OI.Ot: ::>0""'000 en _<o::t'E . c:i <r-_ C tnrd~~~ - -1.0 ,0 ot5 ..-@ o~~ ..:::: ooo::::oxo ""'0.. t::o enif (J) ~ i t \ SHEJ1;' l' EC ~ of I. _b). ~ ~ l ;i. f ~ ;l.....~ ~ ,,,,' ,I o , r ~ I I CD. . ..... ~ ~ o ~, , I ~.....,...~.~ Date ~ cd ......... P-t ~ o . ...... J-:;) cd ~ CD J"l <d '~~ ~ t3 "'t:$ ~. ~ J ~~~ t cd '\:j ~ .s ~~ cd d ~ ~e3 "'t:$ · ~ ~ ~ 0 cd ~ .....:l~ ~ d ........;) ~ ~ j (l) ~~ o t3 ~~ ~, 0 c~ uv) ~ C ~ C>> ~ o ~ "i-:) ~ C U C>> ~ ......:, ~ ......;) C>> .~ ~ .~ ~ ~ .. _I b ...- .q- 0 II - 0 J:: .- - ...- ...- <r- , :>: :>: :>: N N ~ ~ f.: ~ ~ ~ , 0 0 0 CX) ~ G ~ tIJ tIJ :x: ~ ~ ~ tIJ ~ t::1 t::1 t::1 a ~ > > > < ~ ~ ~ ~ 8 0 CI} r ...... .. . ...- ... - ~ , t.C':l - c-.J - , ,. 00 ~, Q 0) cii - ~ :t: ~ E Q) ..c 'S: :::J Q) en 0:::: en I > t-4 Q) ..... >- .... (3 0.. UJ c-:, 0: ...- .. l- t ,~--":r-~~ 1 3 l t: ~ -- \\) Q) r\ (\) .1: a..~ . \"\1 .,~ co r lL ~ j SCAlE: 1 "=30' o 30' 30' 60' ~L "JIIIPl -'~~lUiilil\i.WilLi.luwl - PLANT LIST SYMBOL QTY. TREES BOTANICAL NAME COMMON NAME SIZE SPACING ARO 13 Acer rubrum 'October Glory' Red Maple, October Glory Betul.a jacquemontii Himalayan White Birch Cornus nuttalii 'Eddie's White Wonder' White Wonder Dogwood Prunus yedoensis 'Akebono' Flowering Cherry 2" Cal. 30' o.c. 2" Cal. As Shown BH 3 \\' \- \\' \ \\ , \ \' \\' \\~ \\' \' I 1 j J ! ~ CN 8 2" Cal. 30' o.c. ---- --- -- (l --- 2" Cal. As Shown PY 3 --- I I f I - \ \ -- \ --- o -- ---- --- -- -- ---- S.liJ.(UBS . -- ----- -- - I ---- '- l1 '-~ , Camellia sasanqua 'Yuletide' Yuletide Camellia Choisya ternata Mexican Orange Genista pilosa Pilosa Broom lIex cornuta 'Burfordii' Borfordii Holly Prunus laurocerasus 'Mount Vernon' Mount Vernon English Laurel Physocarpus opulifolius 'Diabolo' Diobolo Ninebark Rhododendron 'Anna Rose Whitney' ---- CS 20. 5' o.c. 5 Gal. --- ~~~".....,~"'.'" """.'I"~Iii""t~"'"' .".,~,,,_._",,...."'.....,....... 1: . I r I, , j i ~ a i I t 1 I I j! . -- \ \ Existin; street. \ trees 4) Acer \ macrophyllum \\ \ ~ \ ~ \ \ \ ~ \ \ ~ \ \ ~ \ \ ~ \ \ ~ \ \ ~ \ \ \ \\ l \ .-- -- [) - - CT 8 5 Gal. As Shown -- - ".-"" ,- --- ~ t1 , GP 16 3.5' o.c. 1 Gal. J ~ o t)) C>> ~ o ~f L l)CN - -0- -0- - ? -0-- -0----0- -0- _ ~ 4" BARK MULCH /1-"; 1- if !I,r-- .j, Ii r i ! j ./.' Ii I! i ,f f J i ' ii' If , .:'~" ",::.",,~ ~L::::2-:j :7, -:::'\.:" ::.. ': . ' '. : .. :',;, I' , ' ~".~ ...,\'..... ,.:e.' ... f--',',.~...,. .'_ _./>....., . , :'f ._,~~, ~:-:...:.~ .. - t.,I>. .-'..,. .....~.':.:., "...:....:!: .'" '~',:-::- ~.~ -:.-....c'lI', ,. --~ ~."---'::"." .~':..: ~ ~~ -:: '. ~/ /... c::::: IC 26 3' o.c. 5 Gal. - - - - <l) ~ ~ ~ o ~ V) - \ \ \ -- --- - --- - - - - - - ---\., -- ~ - - PL 30 3' o.c. - - 5 Gal. - ~,. --v - - --- = -- ---- ---- - I, I :::::::. PO 48 5' o.c. 5 Gal. \ \ \ \ RAR 8 As Shown 5 Gal. ~ ~ . I ~ d "" .~ 'wAN, ~ ~ ~ O~ .~ ~ C/) a ,~ ......-t ~ ~ ~ ~ ~ ~ 6}PO \ \ \ Rhododendron 'PJM' . RPJ 4' o.c. 17 ~ ""fo,..) ~ o t.) 5 Gal. \ SP 5' o.C. 49 5 Gal. Salix ~urpurea Alaska Blue Willow' \ \ \ \ ~.' '\ \Bi \ .\ \ i . I I 7)ARO '~1 .t GROUND COVER AU 380 \ C>> ~ t....:J 4" Pot 24" o.c. Arctostaphyllos uva-ursi Kinnickinnick 1 Gal. HSO As Shown Hemerocalis 'Stella de Oro' Stella de Oro Daylily Hermerocalis 'Summer Wine' Summer Wine Daylily j i : :11 i. it I ; ,;t' 4 \ r ~ ~ C>> .~ ~ ~ .~ ~ ~ 1 Ga I. HSW As Shown 4 I: . . · ", .: ~ .~:~ ~~:::;.'~~: !~, ' '.:.:...: ':.:) " t. ;. ': · , ... 1 \ I I i I j !J LAWN 1,680 Sq.ft. Seed Mix 1/3 JB perennial rye 1/3 Patriot II perennial rye 1/3 Evening Shade perennial rye I. ~= 1~ ;! J I ~. I, ~' -< ~ ~ en p Q ~ p; NOTES: 1. Automatic' underground irrigation system .will be designed. and installed by a licensed contractor in all lawn, shrub beds and bio-swales. Swales should be zoned separately so that once plants are established water con be applied infrequently. 2. Because of construction compaction . of soil, completely clean area of construction debris and heavily amend shrub beds with a three to six inch layer of compost. nil entire area to a depth of 12". 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size of the root ball. Heavily amend site with compost. 4. Swale areas should be clearly marked before site work begins to avoid soil disturbance and compaction during construction. No vehicular traffic, except that specifically used to construct the facility, should be allowed within .10 feet of swale areas. 8)CT I i I b ~ II =: <r'"' <r'"' o o , ~ ~ ........ N ~~ t ~ r=; <( g Q ~ :;; :;; :;; ~ ~ a:1 a:1 a:1 Oii:i~QQQ :t ~ ~' ~ ~ ~()~ ~~~<( en !i!!i!!i! 8 I + I ~,,~ '~~~~~." 4)HSW 5. After swale areas are cleared and graded, all disturbed subsoil shall be tilled before capping with 18" of topsoil. If existing areas surrounding.' the stormwater facility are disturbed by construction, the top 18" of shall be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and related work. 6. Apply 2" pea gravel to bottom of swales to provide soil' stabilization. 3" of bark mulch shall be' applied to ' . swale side slopes. p.,...,.".. ~'" ':--:~ 1 )BH -..:-. :.. '.;' ".~~ ::.; ! .... ~: of... r.~....:~'::~,:,':' i ..' . ".,.. '. , V17)RPJ : ';~" :'::~.':~'. . ' ., , 8}RAR f' ':, :.~:~.::',:.) ; ....:' ,:'. ".:' ........ .. serrulata t I r 16)GP \' I J I 1/ -"~ VISION I -----r I I TR~iLE 1 I . ~L l 7. Apply seed for lawn areas at rate specified by manufacturer. 8. Contractor is responsible for maintaining seeded area until established. ! i <r'"' <r- ......... LO ~ (,".,j .- ........,........ oo~ cij ~: z "e.~ O ..0 Q) ~ 0:::: ..... I ga ~ ~ >- a.. C3 tLI 0::: <r'"' N ! J ~ }' ~ -L ~,_ __ I 1 1 ' 1 II I I,' I I 1 - J; -_ .J1 ,_ 1-/ (' f ' ; ; ! i ~ 4.~~~H ~.- I~~ :-.. -0 - '1-- ~ 9. Reseed any areas that fail. 10. Use only shrubs and varieties, as indicated on plan. Changes must be approved by designer. 11. Purchase healthy material at minimum sizes indicated on plan. 12. Placement of shrubs and trees should match design' as closely as possible. Minor adjustments in plant spacing is acceptable. "iQ-.. ,I I d I ~ ' 1/1 I, i' ......, '--~ 10-. -,- ~ ~t - --^ I i :1- ~ '^-. ---,0:.. - I -I.Q-,.---~ 1 I I i \ I f :E J 13. Plant quantity should be based on planting plan, not plant list. U I II -,- SHbbtl' LA-~ 14. Designer is not responsible for plant failure.' 15. Provide 3" of shredded bark mulch over planting beds. ~ 1 ; J "' O~~ 3 I . f t i l " II of /3 oaOfS OriaiMal submittal". I ~A( \ '~ SCALE: 1 "== 10' 10' 0 ~ 10' 20' l r-1:II1IT " J/ SCALE: 111=10' ~ 10' 0 10' ~:- _"""~"~ID,~rll'~ 20' ~ -- , 'V", SIZE SYMBOL QTY. LARGE SltKUBS & SMALL TREES SYMBOL SHKUBS CS QTY. , SIZE SYMBOL QTY. HERBACEOUS PLANTS BOTANICAL NAME COMMON NAME SIZE BOTANICAL NAME COMMON NAME BOTANICAL NAME COMMON NAME Cornus sericea Red-twig Dogwood Mahonia aquifolium Oregon Grape Rosa nutkana Nootka Rose 32 1 Gal. 1 1/2" cal. 1 1/2" cal. AC 25 Acer circinatum Vine Maple Ribes sanquineum Red-flowering Current Spiraea douglasii Douglas Spiraea 3 Gal. 3 Gal. MA 22 1 Gal. RS 26 1 1/2" cat 1 Gal. RN 45 SD 27 3 Gal. NOTE: RECOMMENDED SWALE PLANTlNGS COME FROM THE PORTLAND STORMWAI t.t( MANAGEMENT MANUAL (APPENDIX F). '/ I - r ----- ~ <) , -0 l)SD l)Ar?-----o--- - ~- - , -o-----.=- - - /, I 252)FC MR-t 9 , /0 3)SD I - ' -:L. I _ I ,-.-- ,I __ '- " ---=--- "'1 :r- ___ o '-0--...... ::-- - ~.~ ,- ~ "~-=- ~ /I '=:1... ' ---- -- /, .'I AREA DRAIN NO PLANT ZONE MIN. SWALE PLANTINGUST ZONE A 213 SQ. FT. 245 HERBACEOUS PlANTS ZONE B 916 SQ. FT. 5 TREES 28 LARGE SHRUBS / SMALL TREES 37 SHRUBS 641 GROUNDCOVERS 11 .... I - ~ '[-'-~:' L,- 1 )AC -fr- 2)MA ~' .f4)SD I f o l)AC l)RS '0 r--- "1 V> MIN. SlALE PIANTlNG UST ZONE A 180 SQ. FT. 124 HERBACEOUS PLANTS ZONE B 360 SQ. FT. 2 TREES 11 LARGE SHRUBS / SMALl TREES .14 SHRUBS 252 GROUNDCOVERS -q' '--. 11 'I I --.:.. : ' [711', " --=--- -- I " I' , ~6 I I .J I' f. l)AG ~ r- j 1f r I ~,-,- --- 2)SD 4)RN l)AG I /I ,/ , ',' \ I f -\! I -,. I 'v .~ :,~ I I~I- AREA DRAIN NO PLANT ZONE 3)RN L-= 1)~ ~ - - 2}RN ~- - -.J c ::J ~ . l~' L -~641)FC MR I -~ ~ ~~ 1/ -- :::::---==-- -- -----:::: ~ ...... -- ... l)RS l)AC 2)RS MIN. SWAm PIANTlNG UST ZONE A 270 SQ. FT. 311 HERBACEOUS PLANTS ZONE B 1,132 SQ. FT. 6 TREES 34 LARGE SHRUBS I SMALL TREES 45 SHRUBS 792 GROUNDCOVERS <(1' \;> ."'1 3}SD r-l AREA DRAIN ,NO PLANT ZONE t:..~ --=-.-,,_ -_.~ -0-- - r '_, ,0- ,f~ ,.,' ~ -- l)AC _ -4}MA - "'1 -- - - . , 'J ":' "1 -- \;> ~ --- ----.:... '''1 -:-..:. t> ...:0 \;> ~ V'...... ~ - .~.. -.:.- '^J ~'V " \> :-v- "q-:- 7\;J ,- --:-- -----.: :- -~ SIZE SYMBOL QTY. GROUNDCOVERS FC 843 Fragaria chiloensis Coastal Strawberry Mahonia repens Creeping Oregon Grape 1 Gal. BOTANICAL NAME COMMON NAME SIZE 1 Gal. MR 842 1,685 TOTAL GROUNDCOVERS. PLANT 1 GAL POTS AT 12" ON CENTER IN A TRIANGUlAR PAlltRN. BOlTOM 1.5' OR t OF SIDE SLOPE SHALL BE CREEPING OREGON GRAPE, TOP 1.5' ORt OF SIDE SLOPE SHAlL BE COASTAL STRAWBERRY. NOTES: 4 1. Automatic underground irrigation system will be designed and installed by a licensed contractor in all lawn, shrub beds and bio-swales. Swales should be zoned separately so that once plants are established water con be applied infrequently. 2. Because of construction compaction of soil, completely clean area of construction debris and heavily amend shrub beds with a three to six inch layer of compost., Till entire area to a depth of 12". 3. Special care should be taken before planting trees. Excavate area to a depth of 24" and twice the size of the root ball. Heavily amend site with compost. 4. Swale areas should be clearly marked before site work begins to avoid soil disturbance. and compaction during construction. No vehicular trQffic, except that specifically used to construct the facility, should be allowed within 10 feet of swale areas. 5. After swale areas are cleared and graded. all disturbed subsoil shall be tilled before capping with 18" of topsoil. If existing areas surrounding the stormwaterfacility are disturbed by construction, the top 18" of shall be tilled. After tilling is completed, no other construction traffic shall be allowed in the area, except for planting and related work. 6. Apply 2" pea gravel to bottom of swales to provide soil stabilization. 3" of bark mulch shall be applied to swale side slopes. 7. Apply seed i for lawn areas at rote specified by manufacturer. 8. Contractor is responsible for' maintaining seeded area until established. _ 9. Reseed any areas that foil. 10. Use only shrubs and varieties, as indicated on plan. Changes ~ust be approved by designer. 11. Purchase healthy material at minimum sizes indicated on plan. 12. Placement of shrubs, and trees should match. design os closely os possible. Minor adjustments in plant spacing is acceptable. 13. Plant' quantity should be based on planting plan, not plant list. 14. Designer is not responsible for plant failure. 15. Provide' 3" of shredded bark mulch over planting beds. .. /7 At /2. IVInt?o , t'...."".. - "','" ".,...."'"", """.a.., -." '-, " ..... ',,,. "'" "." "'"'oh'" .J s:: ~ -- \S) ~ ~s: ~~ ~.~ \) ~ 1 J I ;; .i ~ f , r"t j~ , ii. ',,~,~......, .......................:~, ',,_ ' __. .'C',,,'. 1 I I: ~ cd ........ ~ bJ) ~ · r-I I') ~ cd ........ ~ <J) ........ cd ~, en . o · r-I ~ PLANT UST FOR VEGETATED SWALE SYMBOL QTY. BOTANICAL NAME TREES COMMON NAME AG 5 Acer griseum . Paperbark Maple OA 4 Fraxinus latifolia Oregon Ash MF 4 Malus fusca Pacific Crab Apple 136 Carex rupestris 1 Gal. Curly Sedge 136 Juncus ensifolius 1 Gal. Daggerleaf Rush 136 Polypodium glycrrhiza 1 Gal. Licorice Fern 136 Scirpusmicrocarpus 1 Gal. Small Fruited Bulrush 136 Sisyrinchium californicum 1 Gal. Yellow-eyed Grass 680 TOTAL HERBACEOUS PLANTS. PLANT 1 GAL POTS AT 12" ON CENTER IN A TRIANGULAR PAIII:.RN AND DISTRIBUTE PlANTS EVENLY THROUGH DESIGNATED AREA. ~ ~- ~ b or-' ..... 8; s=1I ... <r- or- ..... ": <r- '!- , ~ ~ 0 ~ ~ z., ~ f5 t- ::c ;> ~ ~ ~ ~:: ~ II ' = " r1I r i- 1 ..... ..... ......... . It') or- ~, .::::. CX'l~ cij .s 0) Z ~ ~ o .o'~ ..... ~ a:: en. I ..... ~.l;- :> a.. (3 ti1 cc: -- ~ ,~ ~~ ~.H .3. '>l t i , Q.) OJ t3 ~ o ~ V) ~ t3 .~ .~ ~ ~t ~ 'C:9 ~ ~ . I ~ ~ o ~ C>> ~ o ~ ~ ~ o \..) C>> ~ "1 '1j ......:) C>> .~ 1;) ~ .~ ~ ~ ,........ ," .. :>: :>: :>: ~ ~ ~ Q Q Q ~ ~ ~ ~ ~ ~ ~ > > > '"'l.t ~ ~ ~ 8 ~, l1f ob r "" ~, J ,~,. . ,. ~. ~/ SHEI:.;' 1 ' LA-2 of 3 ! '; Original Date HERBACEOUS PlANTS: lYPE AND SPACING AS SHOWN ON PLANTING PLAN LA- 2 SMALl TREE LARGE ~ SHRUBS: lYPE AND SPACING AS SHOWN.. ON PLANTING .' tf ~ ' PLAN LA-2 .' ~ . -3' OR 4' ZONE B 2' FLAT -.. - 8OTfOM - -.. ..... ZONE A -: 8' OR 10', .. TREES: TYPE AND SPACING AS SHOWN ON PLANTING PLAN LA- 2 SIALE MATERIAL SPECIFICATIONS j .~ ZURN MODEL Z348-77 DOME lYPE AREA DRAIN W/6" OUTlET 2' . RING OF 3" ROUND ROCK 8" DEPTH TOPSOIL 1. Furnish topsoil containing no substance detrimental to the growth of plants and that is free of plants designated by the Oregon Department of Agriculture as type "A" or type "B" weeds. SLOPE 0.50% __ 2. The composition of topsoil shall be any blend of loamy' soil, sand, and compost that is 30-40% compost (by volume). 3. A sieve analysis of the blended material, including compost, shall be conducted in conformance. with ASTM Cl17.C136,MSHTO Tl1/T27 of ASTM D422/D1140. 4. The pH (Power of Hydration) of the blended material shall be tested and be between 6 to 8. ~<~ ~ ~~/>/ REDUCING COUPLER .-/ AS NEEDED PVC TEE SIZE A PER PLAN " ~ ~ OUTlET PIPE PER PLAN SHRUBS: TYPE AND SPACING AS SHOWN ON PlANTING PlAN LA- 2 DRAIN ROCK 1. 1 1/2"-3/4" washed. FILTER FABRIC, at (0 a.. -~ :z:::> SiC/) , ''-PVC CAP SIZE PER PLAN GROUNDCOVERS: 1. UNQ 125EX or equivalent. CREEPING OREGON GRAPE ON BOTfOM 1.5' OR 2' OF SIDE SLOPES COASTAL STRAWBERRY ON . UPPER 1.5' OR 2' OF SIDE SLOPES AREA DRAIN DETAIL NTS s:: \S) .- \\) ~ ~s:: tL \'Sl ~ ''is) \) ~ j j ....'-('1'..,1' .... 12" DRAIN ROCK 3' OR 4' ZONE B .... ...... WIDTH VARIES .... .... 00 ....-4 · r-I cd I") CD ~ CD ........ cd ~ 00 " VEGE~ ~ATEJ. SlfA~.lE PLAN7ING D.E~A~~.I NTS ~ ...... a (0 REFER TO PLANTING PLAN FOR DETAILED LANDSCAPING CHECK DAM PER DETAIL SPACED 25' DOME lYPE ARfA DRAIN AS PER DETAIL ! I j. r r I ...... ~ ...... ..... .... 55' LENGTH. VEGETATED SWALE 443 DETAIL NTS ~ 0 t)) Q) (>> ~ D) 0 t3 ~ 0 ~ V) ~ ~ ~ t3 ~ ~ .~ 0 ~ u ~,~ (>> ~ ~ ~ ~ ~ ~ ~ ~ (>> .~ ~ ~ .~ ~ ~ ... --......' I . """ I~~ i- ..- f~ . ~~~! ~ ~ ~ ~ - <( ~ ~ OQ.. V~ RtttR TO PLANTING PLAN FOR DETAILED LANDSCAPING . .. 'K/~>'.. .: Ct . ~' " ~':":. ',,:~,~~. VARIES ~;" ~',," ~ ~l> It. .1>', '" '~~~Y ,. ~ ,. ~AY/'~ ~ ~ Y./_i~"~ .~" ,,~':5-);; . STORM DRAINAGE ' PIPE: PER PLAN A OUTFAll PER PLAN 1.,.V'~'d -.- .,- ,- -'":!;. . . .. .oJ " ~ SLOPE 0.50% __ / LANDSCAPE RETAINING WAll CAP ~,,"'>' ' . Ct' , .,~>>~, ~~ ." b," /X'i ~ It. . ~" 1>. ',', VARIES ~~L'~:.:""" "':~'I> 3' MAX. ~~~, ,v': ~'<<.~; .... .' . It. , ,,~~. )> It. '~', ~~ ~~. '~~ ~Nf~~~~;r~W~~v, ~"( :% ~ ~~~~~ ~,~, ~~, /' "'~"'7'-~~" / cii Z o ..... 1 ga I ~ ~ ~ r ) I 1 J: , t CHECK DAM PER' DETAIL SPACED 25' DOME lYPE AREA DRAIN AS PER DETAIL [..6" ROUND ROCK SPlASH PAD ~'-. ,~~" ,~ <<A~'~~ t.." ^ v)...v)..."'Y' 9 ..... .... ...... . LENGTH' VARIES 100' MIN. ..... OUTlET PIPE PER PLAN 10.0' WIDTH, .... VEGETATED SWALE 444 DETAIL NTS 13 of /3 pao,es :>: :>: :>: tXl tXl tXl 000 ~ ~ ~ E!! ~ f:l ~ > > > ~ ~ ~ ~ 8 "<; _................'l\fiIlllI., ~ ...- .......... 10 ...- ~. .::::: CX)'~ c 0' ~ SI: .e Q) ..0 .~ ~ c::: I ~ ~ 0... C3 '~I~ll!'lIlll SH~~rl ' LA-3 of 3 O~rie Received: ocr f J Or~gina~