The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 8/29/2011 SITE REVIEW PLAN SET AC ~ ~)US- ~ A _ S-O ~AG :: S.E.l /4 S.E.1/4 SEe.30, T.17S. R.2 W.,W.M. SPRINGFIELD, :LANE COUNTY, OREGON .........Il....-...l...&.L.L...l .. "~~~~~ 1 '03: q, go:: SHEET INDEX C1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN CJ. SITE GRADING PLAN C4. SITE PAVING PLAN C5. WASTEWATER/WATER PLAN C6. STORM DRAINAGE PLAN C7. CIVIL DETAILS CB. CIVIL DETAILS C9. CIVIL DETAILS ECt. LAND DRAINAGE ALTERATION PLAN LA-1. PLANTING PLAN LA-2. SWALE PLANTING PLAN LA-J. PLANTING DETAILS "\ TL 900 HI APPIJCANT ,jOINER ~CR PROPERTIES, LLC. JOHN HAMMER 555 UNCOLN ST~ EUGENE, OR. 97401 PHONE: (541) 683-1166 GEOTECHNICAL PROFESSIONAL GEOSCIENCE, INC. P.O. BOX 2238 EUGENE, OR. 97402 PHONE: (541) 607-5700 ~ ~ o 00 " J o LANDSCAPE DESIGNER SUSAN CRAI:1I ~EE LANDSCAPE DESIGN 89618 ARMITAGE ROAD EUGENE, OREGON 97408 PHONE: (541) 484-4912 >-- b~ 3: qo , 0<( 0:: NO 0:: 1 UI;", 1> I ~ -,r~ ----- .~ IaTHIffN. DTl ~ ~ .~~ - ~~~.~~, .. ~ 'G,~ '" \:'~'. TL 500 ,~ t.' , .' :--- . /1 ~ ~ "3'" ,- ;'''~.~ ~. ~ ...... ^)~ ~ .. &>4./ VACANT ~~~. LOT 8 EXISTING FIRE, ~ I, H I HYDRANT \,.... -' " TL 400 MAP #17-02-30 44 PVT. JOINT- ACC. ESMT. PROJECT COORDINATOR ENGINEER ! SURVEYOR OLSON & MORRIS 380 Q ~IKEET SUITE 200 SPRINGFIELD, OREGON 97477 PHONE: (541) 302-9790 AX: (541) 485~3253 SCAlE: 1"= IDa' 100' 200' 100' o r.-.I.- .....~... "-- . l I ( ~~'I 1~ ::> ::> - a::::: :;t- 0 --J ...J ..-- c::> c::> 0:::: oc:::r 0 --J --J I-- VICINITY MAP NTS BENCHMARK #128 ~ ~ 5 YEAR TIME OF TRAVEL c; ..-- a::::: oc:::r 0 --J --J I-- NOTES: 1. THE PROPERlY IS LOCATED IN ZONE X ON FIRM MAPS 41 039C 1161 F AND 41 039C 1162 F AND IS IN AN AREA Dl:.Il:.RMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. TL 4000 LOR TL 4201 LOR 62.00. , , ~.' R/W - ~ J,:.':'; R6~D~~Y . ~ . It:; , . ~ ~-' .<U ~.. .... . (~ 3" ~. 1 0.00' = 'r;;. . ~ ; , : > ---- ~ . P.U.E. , I . / (~/ / / ;: '.. 10.00' / #/ / / / ~ 7. - P.U.E. b~ 5 ~.'l ~. o Z (/) .. ~. / . ,P ~ - I- 0 't:-.. o zwW .....\ G.:I H I w -:> (/) W 0::: Z ~- J $!'1.-/ t;.. (/):::a W ::i . ~ ~ <OWwf-: \ ~., TL 200 ~ ~8~f5b -,:.i MAP #17-02-30 44 a.. x <( () -.J .~ : 10.00' P.U.E. ~'f.. '~~'I \).~\).~ V / // / LOT 5 HI TL 100 MAP #17-02-30 44 LEGEND UTIL - EXISTING lITILITlES (I.E. lV, PHONE. ELE & GAS) ) - "'lo....- ( EXISTING CULVERT 12"W EXISTING WATER LINE LWJ' EXISTING WATER Mt.It.R @ EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT ~ 8"WW . EXISTING WASTEWATER SYSTEM @ 24"SD' EXISTING STORM DRAINAGE S't~ I t.M @ EXISTING ClfANOUT <lID EXISTING AREA DRAIN (QJ EXISTING CURB INLET * EXISTING STREET UGHT lIJ EXISTING 1V PEDESTAL [EJ EXISTING TELEPHONE PEDESTAL ~ EXISTING ELEt; udCAL VAULT [[] EXISTING GAS RISER rI EXISTING GAS VALVE 0 EXISTING STREET TREE HI HEAVY INDUSTRIAL LOR LOW DENSITY RESIDENTIAL ~ ...... ""- to N ........ 00 cii "6 :s: Z .e 0 ..0 ..... ..... iii {fl I ..... (I,) > "- a. tJ'J rx: ..- TL 4200 LDR 2. PROPERlY IS ZONED HEAVY INDUSTRIAL (HI). ALL PROPERTIES WITHIN 100 FT. 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 UTILIlY PROVIDERS. 4. ELEVATIONS BASED ON CllY OF SPRINGFIELD DATUM BENCHMARK #128. A LEAD AND TACK Al'1"HE 1/2 DELTA OF THE CURB RETURN AT THE SOUTHWEST CORNER OF 42nd AND E STREET. ELEVATION = 482.22. ~ .~ ........ ~ I') ~ CD S r:n en CD CD. r:n < (]) ~ . ...... 00 25.00' PUBUC ~ UTIUTY/ACCESS ~ 4fJ. .'. MAINTENANCE (((~., . EASEMENT . '.. ((:>) . if " // . ~. < // ;:,: c';j TL 4300 LOR VACANT LOT 7 HI TL 300 MAP #17-02-30 44 - 25.0 ' PUBLIC WETLAND MAl NT. ANCE EASEMENT - TL 4301 LOR . E-c 00 ~ CJ) en TL 4401 LOR ~ TL 4400 ~ = LOR ~~ s . . tY~' : ~ ~~ TL 4500 ~~ LOR ~.~\) ',," 5. THERE ARE NO LTD FACILITIES NEAR THE SITE. 6. THERE IS NO SIGNIFICANT VEGETATION ON SITE. VACANT LOT 10 HI TL 600 MAP #17-02-30 44 7. FIRE HYDRANTS ARE LOCATED AS SHOWN. 8. SOIL TYPE ON THIS SITE IS OXLEY URBAN LAND C(JMPLE>E, WITH SLIGHT EROSION FACTOR. TL 4600 LDR Tt 4700 TL 4800 TL 4900 -r1- . t lLJ => a.: <=> o d .- <''\~ r"'_ - . E- ~ , -' \~ ~~~, ~~~. ~!- ~ -rfTvr.~-5fiI'~ c- ~ ~ /-/ a:: / /~/' /- J6'Xl00' #I JOINT ACCESS EAsEMENT - , - - -=--- TL 5000 TL 5100 EXISTING FIRE HYDRANT 40.00' DRIVEWAY FOR LOT 4 -0..... != g EXISTING FIRE !T1 q HYDRANT L.~.~E FORREST PRODUCTS l- A co bJ')' ::.... s:= m 0 . ..... ::.... ~ ;.:;t <D ...... :3 <1) C: co .~ S Ss:=oo O~~ ...... 00 . ..... ~ ~ o ?! ,.....0 o,.....~t")E OVO')tOo NG; I ~ ~ LLJ N J .~ '=e::~tO,- :::> 0 .-, ~ 0 en _ E .O......_c tn~~;:~ --tOO CJ~ ..-@ o~ ~ ..:S: coo::o~8 ,"""0..::1:1.1.:(1) en a. <)) ~ t3 ~ o ""f-,.:) V) ~ t3 .~ ~ ~ C""f-,.:) ~C/) ~ (j ~ ~ ~ ~ C t)) t>> ~ o ~ ~ ~ c U (l) ~ t5 '~ '"tj ......;) t>> .~ 1;; ~ - .~ ~ ~ MT. HOOD BEVERAGE LOT 4 HI TL 300 MAP #17-02-31 11 b c ...... <r- 0 II 0 : ".... <r- ...... ~ ""- :;;.; ~ :;;.; N N ~ ~ F= t:Q t:Q t:Q ""- Q Q Q 00 ~ ~ t ~ tu tu tu :I: ~ ~ ~ ~ tu tii f!:! tu tu a ~ - - .( -( > > > g: u ~ ~ ~ 8 - en = -...... . ___ 20.00' P.U1E. LOT 1 4 \. HI L 10 YI;:AR TIME tJI Tt 1600 OF TRAVEL MAP #11-02-32 2~ 10.00' P.U.E. ~ . i\ \ / L /~'~~~', . . ~ __~'_~ ~.'?~ --.r _~;:/' 1 ---~, ~~ _ ...-?- .;.==- - -L / / / I I ___::::". ~~ - L..L..L.~ U · ,- --' - - ~ L-Jo TL 100 HI , VACANT 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 W, I L~ ---- ~ .. oW o. .::> o. <'JQ.. , ~ 20.00'_ P.U.E. I LOT 1 HI -'-----s--- TL 1700 MAP #17-02-32 22 MAP 17-02-32 22 ---. I I +1111111111111 -; 111111 f- -1/11 . - - - - _ - - - -- _ _ ~II ~ III ill 11111 I h-I : I : 11111111111111 H t ~ -G ~- - . TL 200 HI SHJ::;J::;' 1 ' Cl of , . 9 frlf (I Aj2u1. . .. · )Rt I -OODI1. Pre-~~1hJ ~ (s~ T&ti-) A-cR-Pro/~Fjze.S UL(~ . 10' X 150' PRIVATE RAILROAD SPUR EASEMENT PRIVATE RAILROAD PU EASEMENT f~\~ I ~. :f~ - - I ~ .. -- . I -1+ --t III' , II' I. -r-- -- . - ~AI~AD~ ' ~ . ,J I f--f III h+++1111111 H-II : III -; iP."" ,g.. -- - I ---- ~ ASSESSORS MAP #17-02-30 44 TAX LOT 100 TL 200 HI MAP 17-02-31 . O-P- ,~pfLqeh A LEGEND lOt EXISTING CURB INLET *- EXISTING STREET UGHT -II PROPOSED PARKING LIGHTING TI EXISTING lV PEDESTAL f] EXISTING TELEPHONE PEDESTAL IZJ EXISTING ELECTRICAL VAULT [[I EXISTING GAS RISER (J EXISTING GAS VALVE o EXISTING STREET TREE EXISTING UTIlITIES (I.E. lV, PHONE, ELE & 'GAS) EXISTING CULVERT UTIL C L .,'-~. ( ) SCAlE: 111=30' o 30' ~~~~ 12"W' EXISTING WAI tt< UNE EXISTING' WATER Mt.1 t.t'< EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WIoIt.WATER SYSTEM EXISTING STORM DRAINAGE S)' ~ I t::M EXISTING ClE'ANOUT 60' .. 1 301 lWJ ...... r-" ......0 O......f!>""E 0......0;1..00 N~I~~ lLJ N I .~ t=~~LO,- :::> 0 ,-, ~ 0 (/') ....- E . ci ....- _ c: tni:d;1;:;~ -'-"1..00 o t5 .. ,-,,@ o~ ~ ..:::: 00 a:: OX 0 ,""o..:c~~ (/')0.. ~ ~ o 00 " J o @ ~ 00 . ..... ~ ~ o :>! @! @ 8"WW 24 "SO @ L'~~ ~S ~~~ Y3 ~~!!dY;.~~~ ~ ~ ~ X ~" Uj GENERAL NOTES: 1. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTIlITIES AELD 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 1t.~TING 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 UEEf THE REQUIRED STANDARD SPECIFICATIONS, AS Dt.It.RMINED BY AELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SUBGRADEt LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT GEOTECHNICAL PROFESSIONAL 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAl, STl\fE AND LOCAL AUTHORITIES. 5. WHERE CONNECTING TO AN EXISTING PIPEt 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 IMPLEMENTED. 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CON~IKUCTlON ACTM1Y. THE PRACTICES SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUAUlY NATIONAL POLLUTION DISCHARGE EUMINATION SYSTEM 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. 6 ~ EXISTING FIRE HYDRANT tJ TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK TL 1700' MAP #17-02-32 22 LOT 1 OF HAMMER INDU~ I t<IAL PARK EXISTING - 20.00' _ P.U.E. [} l - EX. BUILDING I c>... ~0r.aJ &iC?:=; -0 . ~<"ICl.. [J -- t1 t- /1=24-04'37" CH=N83-33' 41"E R=535.00' AL=224.82' CL=223.1t -- .- tl - ~ o ~ Cl) ~ a - u (. EXISTING Kt.IAlNING WALL U5.36'Oq" ,~ 337.46' -- , - - - - - , '-l) D) t3 ~ o "'"f....:) V) ---- --- (J - - '- L '-- -.1 I __ ... - ~ cd \, I P-4 I ') ~ CJ.) .-.....;) S .~ P-4 ~ ~ o 0 ~ I~C/) <l) ;::3 ~ 't3 !O ~ <l) ~ I ') ....... ~ 00 U ~ - - - ... ---- -- - --- -- ,- -- - --.J --- 341.58'-- -- ~ "'f.,.,) .~ o ~ - - --- - 363.09' (\) ~ d ~ ~ -< o ~ ~ Qg .351.94'_ - '"t3 .......;) Cl) .~ ~ ~ .~ ~ ~ FUTURE DEVELOPMENT , \ '2)\ ~"@ \ - ~. ,r~~ S" (.~ ,--~j t-1 ~ ~ 1 ;$ . . ~ ./ E-t rn ::> ~., z ..... l- EX. · I 62.00' , tf ROW II ~ci~(}}O' II ~~ : +~ J , g I~ ... , I ...,. - ]J ~ L \'(1) .1 g I "".' , ',' ~'!" <0>- t'>~ II I ~~, I ~~ ~ PROPOSED SWALE 10' X 132' u rz ..... u ~ -344.70' ___ w , .'0. -f:J-- C? - - m C'\,f- t'>_ U 3::- I~ z Q:; ~ E-t P o rn PROPOSED GATED SECONDARY ACCESS s: - ~o_ .0 ~- <"1- ~.- co - %.- - [.1 PROPOSED. GATED ENTRY R= 15.00' PROPOSED 3' VALLEY GUITER THROUGHOUT b o ,....: -- o o ....- ...... ....- " C"-J ~~ t ~ I 1-1 I-,~ .~ 1m ,. rJ fl i . I I. I ~.~ lli) , J ,'~' ( . I ') ~ (1~ ~ (i)~' '. /1 ,~ . 0 f~rj;; )~jJ l-c~ I, I . u t1 ...... ...... ........ LO N' ........ ex) 15 cij :::: Z .E o -g ...... CI) lfJ. I ...... ~ >- 0.. UJ 0::: ...... EX. - 75.00' . RR ROW - 1 . r . I ~ t rJ _"1- I . V) j!:. .. I C'\,f It) .- . 'e>'j/' f-~/' x', . /" .,?g. I . , ~ <Xl . , EX. 10.00' P.U.E. SH~E' 1 ' C2 of 9 , . t' r l~ 2 z of' l~ \Xl~~ \\' \ \\' \\'\ \ \ \' \\' \- ' \ \' \\)~ ~~~. \ \ , \\' \ f\ - \ ~\ -,\ \ \ , \. \r~~~:::r~ --;;;;-- - ~ .~ -, - \ \' ~~~ ~--- - ~-=--- ~:::---- \ ./ -'" - - - ,-- \ ~ 4~6~ ~T ~ -- -- - - ~ -:. -:---= \ \ ~ I r~ I'll ~~ ,EXISTING - .-.::::.. -==- -. \ \ ~\~~ . ~"" " ,,~476- \ \ ~ \ \ ~'~\. ~ ~~ ,,4fl~~ \ \1 \ \ \~ . """'" ~ 1f~ ~~ , \ I ~ \~\\ lfo> ~A \ \ ~ ~ \ \ / / /? u \ \\\~~,,) / / / ~ /' U '" \~,,~~~# U ""~ U -- -476 "\ ---- EX. 62.00" fill ~~ I I 4O.0~ , I ROADW{- . ~ r4 . I '" ~'474.97 : _ ,0 · BW "\. ! ~ r" I <rl \ ~ ; ,\ I rn 474.76/' ,,,,", p EXAC II I 1 ~ I I _ Z . ...... .~. ~ ~II r~' I ~' .I ltii' I jQ' ,~ . I 1 ; 1 \ \ \\ \ ~ \\ ~ \\ ~ \\ ~ \' ~ \' ~ \ \ ~ \ \ ~ \ \ ~ \ \ \. \. \ \ ' , \ \ \ ~ ( .Af " """""'I~ 30' SCAlE: 1"=30' o 60' .-- ] 30' ._~ _u....~'_ I ~ \ NOTE: 1. MATERIAL U DENSllY E NDER FOOTINGS TO B ASTM D69g~Al TO OR EXCEEDING 95\ P5:C:X:S COMPACTED TO A DRY M AS DEJERMINED BY ./ - TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK PROPOSED AREA DRAIN ' PROPOSED CATCH BASIN (J LEGEND @) II EXISTING . -.... 20.00' P.U.E. ,- TL 1700 MAP #17-02-32 22 . LOT 1 OF HAMMER INDUSTRIAL PARK ----1 tJ - --- e" Z" ;=::OLtJ ''''' 0 . ~d:::> (;)C'.Ia.: - {1 --- --- ,- u --- --- -- - -, tJ GRADING LEGEND ( u PROPOSED FLOW DIRECTION PROPOSED SLOPE ASPHALT ELEVATION BACK OF WALK CONCRETE ELEVATON EXISTING TOP OF CURB FLOW UNE OF SWALE ELEVATION OF CATCH BASIN GRATE TRENCH DRAIN TOP OF FOOTING VALlEY GLJ II tK ElEVATION I t1 S=O.40% AC BW CONC EX TC FLS GRATE TO TOF VG ~-- ~ ~--/~ -- - -- .--- \ I / / / /" / / l' . U ~ ~ SWALE ;'1 t> g; I ~477 ------ / \ I I I I FUTURE DEVELOPMENT I "- / I 471.55 FLS \ \ .474.00 FLS 0 . " -0-- f I lcr/~ \1 475. . 474.95/;g.~1 TO EX AC 11:3 i75/ 1\ 475.13 lG..,lo EX BW lfin, c> I Z 19;::' I;:: fa I '~/Q L .' EX. ).LiJ ,r' 10.00' r .' I P.U.E. 1 .~ -" NATURAL UNDISTURBED ( GROUND I + L. EX. - 75.00' - RR ROW - I.Q-- Ij--~_.. II -==- I - TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK J -I - _L - =.=E ~ ()f \:2., O<LOL~ A ~ .S ~ ~ I~~,~ 1.1 ~ 1((~ 8&i~ ., ...... _~ r- 0 ~ 00 ~~s;~5 ,..... . .-f l..LJ <>> c!.a I"') ~ ...... ,~,. t::: a2 0 J .!a O ..... :::> 0 ", ~t:: 0 ~ en .q.. 00 0 .ci~ E ,f Iii ;:j ;:;!; ~ 5 O ~ oG:--;1; ~ <.!) ..--IQ\ , t ~ ~ ~ .. ~ , ",8: ~ ~ 8 enc... C/) .. .. ~ 0 ~ t)) ~ ~ ~ a ~ ~ 0 cd ~ . J V) ~ ~ b.O ~ ~ 0 ~ · r-t ~.~ .V ~~ 0 \..) cd ~ CI) ~ ~ ~ ~ (1) ~ I .... ~ . ..... 00 '""d e3 .......,;) ~ .~ ~ ~ .~ ~ ~ b o t") ..- ~ s;" ..- ~ ........ N C-...I .. ........ ZO ~ 00 ~ f... ~ .. u ~ a ~ ~ g: ~ :;.; :;.; .. ~ ~ ~ ~ ffi Q Q Q :> f.i1 f.i1 f.i1 ~ ~ ~ f::1 f::1 f.i1 > > :> <( ~ ~ ~ 8 <r- ..- ........ LC':< ~ 00 cij c; ~ ~ ...... en !!l I > ~ JJJ 0:: -- SH~~' 1 ' C3 of 9 )t} Tl 1600 MAP #17~02-32 22 lOT 14 OF HAMMER INDUSTRIAL PARK -- I EXISTING I - > 20.00' _ P.U.E. -- ----1 -- -- <-'... Z 0 . ;::= lLJ Cl)o . -d=> (jCNa.: -- -- -- -- -- --1 -- - -- -- , ,()~() ~ ~ X-.. -- -- -- ... '-'-~ --- <3> 246 If ~317 If -- 0 ---0 J I 0- ~ - \ - - "-- - , ....... - , a......:-. -- -- '- - - - .--. -- - - - --- --- - - - - ... = .... '.. - - --- - ~ - o % . 1 ~j /1 1/ f . ",. ", C,) ~ t> c: p# ./ ,\ (~J \ \ ~~\ . ~l r~~ \ (~I ,-~-1 ~ .~ -J. % ,) I '5 ~123 If LJ' ., \ ''-+' EX. .~ -0 .\ . , i . .~~~ (, )( . ~ _ -.) I l EX.,/ J 'E ((f( , ~ I 1m 'R~~,I ~II '~J' . I I ~'. C I""I?' ~/4 " ]. ~ !', 1. I~ ~ .~- ~. '01 .~ ~ (~ll. II( ~ ;. I, .rr A, .' I V~,'o! ! ~.' ! .' .k I ~V, ~ I Jl-h~/, -J '~+J I (./~ ~.. 0111 j) I 6 ~ . . EX. ~ n. en 10.00' ~. I <:> "in I~. P.U.E. 1~1 rt; J ~. -;- ~[JloJ ,D ~ Gl~1 ~' ,:;;: 'j 10 Wr $1 I 1~/'0.' ~ [T/,. \1 0) I I~ ~ I I. ~. f I. .I f ~ ... I o '" ~I b i_~1187 LF <3> . q o I o <3> 746 SF z ~ S f-f :::> o rn tJ co co u % 0-- -0- 187 If <3> tl U. [JI t - - EX. 75.00' _ RR ROW ,~~ -Q-- --- ...f"'L.. - Q;..-. ~350r -r"\ I! ~ TIE INTO EXISTING d CHAIN LINK FENCE ... CI) 8f:3f- x<'>~ .. <.> ~ co<C~ ""f-CI) . z< [j(SLt.J -:. <3>8,705 SF --0-_ o-.~ I__~ '~~,,^- --~ ,-==-^- i,~, Tl 200 MAP #17-02-31 11 lOT 3 OF HAMMER INDU::, I KlAl PARK r -L,-_.~. ,~ 30' r -. ~ -8"WW @ . 24"SD SCAlE: 1"=30' 30' 60' .-., - .- .,~ 'I EXISTING UTIUTlES (I.E. lV, PHONE, ElE & GAS) ( EXISTING CULVERT - EXISTING WATER UNE ~ EXISTING WATER Ml:.ltt< <8> EXISTING WATER VAlVE ~ EXISTING FIRE HYDRANT - EXISTING Wk>lt\YATER SYSTEM - EXISTING STORM DRAINAGE' SYSTEM @ EXISTING CLEANOUT IQ] EXISTING CURB INLET -* EXISTING STREET UGHT rn EXISTING 1V PEDESTAL [EJ EXISTING TELEPHONE PEDESTAL ~ EXISTING ELEt;'KICAL VAULT [[J EXISTING GAS RI~tK rJ EXISTING GAS VALVE 0 EXISTING ~ I KEET TREE o CONST.KUCTION NOTES 2. CONST VAlLEY GLJ II tR PER DEllAL REFER TO SHEET 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" CONCRETE OVER 1" CRUSHED ROCK AS PER DETAIL REFER TO SHEET C9. 42. CONST 6" REINFORCED CONCRtlt OVER 1" CRUSHED ROCK W/H4 REBAR 12" O.C. BOTH DIRECTIONS. 43. CONST CONCRtl t FOOTING PER DETAIL REFER TO SHEET C8. 44. CONST CONCRtl1: FOOTING W/tRIBBON PER DETAIL REFER TO SHEET C8. 45. CONST CONCRtlt. FOOTING W/5' RIBBON PER DETAIL REFER TO SHEET C8. 90. PAINT 4" WIDE STRIPE 'TRAFFIC WHITE'. 101. INSTALL POLE MOUNTED DISABLED PERSON SIGN. 105. CONST STD. 6' HIGH CHAIN UNK FENCE. 106. CONST STD. CHAIN UNK GATE. 107. CONST CONCRtlt GATE GUDE. .!QIE: 1. MAltKIAL UNDER FOOTlNGS"TO BE PLACED AND COMPA(;'ltO TO A DRY' DENSIlY EQUAL TO OR EXCEEDING 95% OF MAXIMUM AS DtltRMINED BY ASTM D698. L- (J: ,3 ~.~ A rn ~ ~ rn oJ-t ~~ 1-11 '~(\~ 8 ~ ~ ~, ~ ~ o 00 I t o -- 00 . ...... ~ ~ o ?! r---O o!;t:~""E Or---<>>l.Oo N<>>I~<:! t=! N I .~ -a:::~I.Ot: :::> 0 .- I IX) 0 (.f') ..........oo::rE ....,.... c: .....:900::r~o - (.f') Lt.J 1.0 oo::r..!!2 ~ G:----I.OO OJ c> .. "-,,,@ o ~ ~ .. ~ 000:: OX 0 t'">Q........Li:() , cna: en ~ a:$ . I ~ b.O ~ · ....-4 > a:$ ~ Q) ,~ · ....-4 00 ~ ~ d ~ o ~ Ct) ~ o ~ c.\) ~ o ~ d .~ ~ ~ ~~ ~ ~ ~ e3 ~ ~ ""f..,) ~ ~ o \..) c.\) ~ t....::J "'d .......;) c.\) .~ l;) ~ .~ ~ ~ b ..,... ,.,.., 0 II 0 s: .... ..,... .... .... "- ::;.; ::;.; ::;.; N N ~ ~ f.: ~ a:l a:l "- QO ~ ex: 0 0 0 t ~ tiJ tiJ ~ :I: ~ ~ ~ tL1 t.ii tiJ tL1 r::! a ~ - - ~ > > > 0 g: (J1 ~ ~ ~ u .... .... ....... an ~ 00 ~ 0 :::: .s 0 ~ ..... ii5 ~ I ~ >- a.. L1J 0:: ...., SH~~r l' C~.~ ... 0',: 9 2 LEGEND "I 'I 1.1, '~. I I' A 'UTIL EXISTING UTILITIES (I.E. TV, PHONE, ELE & GAS) · PROPOSED UTILITIES (I.E. lV, PHONE, ELE & GAS) ( EXISTING CULVERT EXISTING WATER UNE · PROPOSED WATER UNE EXISTING WATER Mt.II:.t< PROPOSED WATER Mt.II:.~ EXISTING WAII:.t< VALVE PROPOSED WATER VALVE EXISTING ARE HYDRANT to ~ ,~~ ~ ~ 1.1 i (Iff 8 ~ ~ ,(,\ - ~ 00 ~ .~ o ~. 00 O. d~ , ~ @ <@ 8'WW . 6"WW · -24"SD. EXISTING WASTEWATER SYSTEM PROPOSED WASTEWATER SY~ IlU EXISTING STORM DRAINAGE SYSTEM EXISTING ClfANOUT EXISTING CURB INLET EXISTING STREET LIGHT EXISTING TV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT EXISTING GAS RISER EXISTING GAS VALVE r . '"L -~ · UTIL SCALE: 1"=30' ) @ IQ] *- OJ f] fX1 rnJ rJ 30' 30' o 60' JIll 1 12"W · 6"W ......0 gt;:~~~ NS;I~~ La.J N I .~ !::=et:~tt)L.. ::::> 0 .'" ~ 0 en _ E ,....:0;-5 U')i:i:Itt);~ --tt)O ots ..--@ o ~ ~ .. ~ ooo::oxo r")0..:I:~~ en 0.. [W] il Q9 o ~ ~). \~~,~ , A ~ \ . ~ ~\0 \ ~\\~ (0 ~ \\~ \ \ \ ~ \\ \ \ \' ~ \\ \ \ ~ \\ L- \ \' s ~ \ \ \ \ \ ,~\ i \ ~\ \ \ ,~. ~ \ \ \ \ \ '\\ \ ~ ~\ \ \' \ ~ \" \ ~ \ \~- \ \ ~ ~ \ \~ \ \ \ ~ \ \ \ ~\\\ \\~ \ \ \ \ \ \, ' I \ \ , ' \ 1 1 ' \' \ : ~\ # W f{ CONSTRUCTION NOTES I PROPOSEO FIRE HYDRANT 6 -. 209. CONNECT TO EXISTING STUB. 219. CONST 4"X4"X4" WYE. 220. CONST 6"X4"X6" WYE. 250. CONST STD. ClEANOUT WITH CAST IRON LID. 279. CONST 4" PVC W~ I t.WATER PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. )t} J I tl -- -- - 1 , EXISTING -.... 20.00' _ P.U.E. TL 1700 MAP #17-02-32 22 LOT 10F HAMMER INDUSTRIAL PARK -- o ~.. 20..: ;::::O~ $Qcl=> ~C\lo..: --- EX. 10' X 20' P.U.E. - -- o -- I -- -- - -- -- -- - t- - - o WATER CONSTRUCTION NOTtS 500. CONST 1" PVC SCHEDULE 40 WATER LINE. 501. CONST 1.5" PVC SCHEDULE 40 WATER UNE. 502. CONST 8" C900 FIRE UNE. 510. CONST 3/4" WATER Ml:II:.K. 520. CONST 8" DOUBLE CHECK AS PER DETAIL REFER TO SHEET C8. 530. CONST 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. FIRE HYDRANT. 536. CONST STD. 1" HOSE BIB ON 1" GALVANIZED RISER. f1 -- -- -- , '\ ()~() V ~f... -- I JI -- -- tJ -'1- J - ~ C D) (>> ~ a TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK - --- -, LJ = cd ......-f P-t ~ Q) I") cd ~ / ~r - ~t -- (l) D:> ~ ~ o ~ V) - - ? / + I -0- -0- - -- - . -o-~ ~~ c:.... - ....... . - ,- - - --- - -, , ---- - -- ~ -- .. - --- - -- - '"'""'\..F'" - ...., - -- - - -- - ...., - - "-- -- - -o~ ---.;;::: ,- ,~ --- o I .. ~ "'f.,.;) ~ ~ c C-:> e .~ .. ~ 536 : . :. 't'::":" ".:, 1.. ~ :.,. ::". ..... '~'. ".~ ~ '. : ,'. .': . " !...:: : ". '.4 . .. .t..* ~. ~ . --...:..i. '.' .' :,..;"1 '''bo' .. . .i-': " .' ..' ,:::::: ,", .. - . '. ...... ' """W' . , ,.' ".' ',: '. .., ". '.... , . '.., .... I ,. ,,~.. --.. ..",.......,. l~ ,:: - ~ '"'~''' ~~."';...~:;~G.~,:. ..~.,.:.. ,...........~,.. '..,~ 4{ 7 ''',!-- . -:-... rr' ...~~ . ~ ~~. - _v - "'-,.' I c;J : ,1 I I. '. ~ J (? I ;:.. I. I. 1 ,. :: , !........ co 0) j I ' U ...:. It? ,I co 00 I. 00 : ~ J - C'I _"" I 1 . 1/- ~:_.1 [, I,.W'" .I ~! /' : ({ !.:i ' j! 1 ! /..".. I t Lf 'f .. J I :'1 ~., ~,:.;'.. "v .. .:. .~t: '; '. . I ,I I ~ .. .:-,:" ~~ '.'~ '. :, \' ":::':' ~,," ::..::..~,~ ~ .~," .,.....~ ....: '? .~., .::,.: .. ,~. ~.: i :":, " .. .": I:.J ~ . . --.. ..i:..... 1"."... !it..: ': '- .. .... , ..1 . ~ ~. ,.., ..... -- - - .. 8~::-."': '~. ~,' :,:,.. ..:.'. '.."",-,;:;. .:-;- '-, J i!J "-00 ~_.~..,;_l>. ',' .t.,4; .: :'!>.' .~.:t.,.~1;:-. '. '.: .'.:. '~' ;;~"";;~' .";-, ' ~ .' ,:., ~.:::. ~. _ =- fi.. ...J/' , . ,..' '...,... .,,~. .~. '" '. ~ ,---,/.t .1Jk I Ii, " L j ~i" " ,,' ....:, ":.':".~' . · ~ i 12 W ~ ~ 00 Ii 0> 0 L /1 'I I i I! i i~J fFf1: '.,:/ .. t1 f::3 . I ~ <0 I ! <0 ........ 1........ ~ i"" 'OIi;f- I ! to' J 'I! ; , '1 1. ~ '. J:, J~L:UJ W, ,1 ,[11 W'( 0011 00 ~ I ~ ~f l21; ~j' u ~ J j " . ......, '.'~ ~. I .I C1 I: - , 'I i: u ~ll ~,,1 ~ .. ~ :,:1 * ,i :,1 /i j / ' !!f J I! -I ).. EX. 10' X 150' n----- PRIVATE ~ RAILROAD SPUR ., EASEMENT ~ ~ ~.c-:> ~~ ('J) ;3 ~ ~ ~ '~ ............. ~ Q) I") Cd ~ (J) I ") co. C\$ ~ Q) ~ . ..... 00 NOTES: 1. LOCATION OF UTILITIES ON SITE ARE APPROXIMATE. CONTRACTOR SHAlL, FIELD VERIFY PRIOR TO CONSTRUCTION. ONE CALL 1811. 2. CONTRACTOR SHALL POTHOLE EXISTING WASTEWATER LATERAL AND VERIFY, IN COORDINATION WITH THE PROJECT ENGINEER, FLOW UNE ELEVATION PRIOR TO CONSTRUCTION. 3. CONTRACTOR SHALL COORDINATE TAPS TO' CllY WATER MAIN WITH SPRINGFIELD UTlUlY BOARD. 4. CONTRACTOR SHALL COORDINATE UTlUlY WORK WITH SERVICE PROVIDERS. CABLE - COM CAST ELECTRIC - SUB GAS - NORTHWEST NATURAL PHONE - QWEST 5. PHONE, CABLE & ELECTRIC PROPOSED TO BE JOINT TRENCH PER DETAIL 6. SEE SHEET C7 FOR THRUST BLOCKING DETAILS FOR WATER SYSTEM. 7. AUTOMATIC UNDERGROUND IRRIGATION SYSTEtA WILL BE DESIGNED AND INSTAll Ff) BY A UCENSED CONTRACTOR IN, ALL LAWN, SHRUB BEDS AND SWALES. SIZE OF WATER Mt.llR FOR IRRIGATION WILL BE Dt.ltRMINED AT THAT TIME. Q < o ~ ~ ;a (.\) ~ t3 ~ e '"d .......,;) (>> .~ ~ ~ .~ ~ ~ EX. DETENTION FACIUTY ~J. @€€) EX 6" FL=470.8:i 209 , 4" FL OUT (NE)=472.04, 220 250 RUN 1.5" DOMESTIC WATER LINE Q JOINT TRENCH WITH FIRE LINE V ~ ~. ;; C"I \ . ~ I,) './ I f v( r:~f /rr-r / f ,.' / -,-l ~EX. f ' '/ .~ 40.00' -,-.11 ~ I ~ I OADWAY' J ~ r ',I . ~ l' " , I t, '~-, / - 1 I ~, 1E-f II ! I & I I. A' . I ,i I ~ I' ~ ' ., I . , I I. :5, r '_I i~' .I Q. I' I I;:' J IE C) c ,/2 / Y> ;:: . .. (I) I <0 -, "" x . ',WI f .- o ,'/ 113 LF S=2.00% 279 4.68 -e LF ? I, 23LF8 4" FL OUT 219 250 (N E) =474.36 647 LF@ -- --:-04 -L. - --- - 65 LF S=2.00% 279 - , b ~ t") o II o : ............ - - .......... N N 0 ~ z ~ E-c :x: .. ~ ~ ~ a -<,.,,~ -< o 0: VA J J ;""ll'01i;f- 'OIi;f-j' ....,.. ~1 I ; I :;;.; :;;.; :;;.; f.: IX'! ~ ~ IX: 0 0 0 ~ ~ ~ ~ ~ ~ ~ > > > < ~ ~ ,~ 8 , ", I, I II _ ____ EX ww MH /J5B 6" FL IN (S)=470.01 8" FL IN (E)=470.02 8" FL OUT (W)=469.97 RIM ELEV.=475.07 ".1 I [::J- tl ~ 3' ~ ;, . -- - ,. . \ ...,/ MIA i\ ELECTRIC ,/ ~ ...- I II PHONE ~ DIRECT BURY \. OR GREY DUCT 'CABLE OFF WHITE f1 . .;.. .... c;;::. -. fJ ...- ...... .......... U') ~ 00 13 ~ ] o ~ ...... en ~ ~ ::> 0.. ga .., - JOINT TRENCH DETAIL .-' - EX. - 75.00' _ RR ROW UTIlITIES N.T.S. -i~ --1 - ~,- J"\. - ';h. '=- '^" -- I' .. U) 8Eaf- xOi1j .. 0-. <O'<Gj ""f-U) .z'<C ~oLI.J -:> ,0- __, ^-- -......... 'il- - _ - -- - -/""'\ -,-~ --- I I ~. SHtE'I' C5 of 9 r1 TL 200 MAP #17~02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK I' . , I I II I U ~ I '5 of \~ DQO)t~ EX. DETENTION FACilITY ':""'c-;/ .EX. SD MH #155 15" FL IN (S)=468.28 36" FL IN (W)=468.28 42~ FL. OUT (~E)=468.17 RIM ElEV.=475.02 / STORM DRAINAGE STRUCTURE TABLE ST CO #1 ST CO #9 15" Fl OUT (E)=471.82 8" Fl OUT {NE)=475.91 ST CO #2 ST CO #10 10" FL OUT (NE)=472.06 8" FL OUT (SE)=474.30 AD #3 8" FL OUT (N)=472.32 GRATE=473.68 CB #3 6" Fl OUT (SE)=474.83 GRATE=477.74 CB #9 6" Fl OUT (SE)=474.65 GRATE=477.74 CB #10 6" Fl OUT (SE)=475.18 GRATE=477.74 CB '11 6" FL OUT (SE)=475.71 GRATE=477.74 TO #1 REFER TO SHEET C7 FOR DESIGN SPECIFlCAnONS CB #4 6" Fl OUT (NW)=475.69 GRATE=477.74 ST CO #3 10" FL OUT (NE)=472.36 ST CO #4 10" FL OUT (NE}=472.66 ST CO #5 10" Fl OUT (NE)=472.74 ST CO #6 8" FL OUT (SE)=474.79 ST CO #11 8" FL OUT (NE)=474.80 ST CO #12 8" FL OUT (NE)=475.30 ST CO #13 8" FL OUT (NE)=475.80 ST CO 614 8" FL OUT (NE}=476.21 CB #7 6" FL OUT (NW)=476.24 GRATE=477.74 AD #1 6" FL OUT (NW)=472.11 GRATE=473.55 CB #5 6" FL OUT (SE)=476.09 GRATE=477.94 CB #6 6" FL OUT (SE)=475.88 GRATE=477.74 CB #12 6" Fl OUT (SE)=476.24 GRATE=477.74 ST CO 17 8" FL OUT (NE)=475.29 CB 11 6" FL OUT (SE)=474.82 GRATE=477.74 CB #8 6" Fl OUT (SW)=475.81 GRATE=477.31 AD #2 10" FL OUT (SE)=472.83 GRATE=474.00 ST CO #8 a" FL OUT (NE)=475.79 CB #2 6" FL OUT (NW)=475.12 GRATE=477.74 ,J TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK . EXISTING --., 20.00' c- P.U.E. ! ~ ZOLJ 1=0 . !ao~ ~C\la... ....#----- -r- --------.- --------,-""''''- --..._-- , \ () S){) ~~~. -- --- ---*-...J. ,- - - ---- ... r -, '. , ...... . -- '-- - --- I_~... .... - --- - - - - -. -- .. , - - ~---- - --- - ~ 8" Fl= ~ 474.66 @66 LF S=O.50% 15" ST=471.82@ CO #1 @ \. I, f I o i J I ! ( II , I I . 100 LF S=O.30%@ @ ,.-.--=-- J 1-.' -.Q... .. (f) 8laf- ><(J~ .. (J...... <o<C~ tt)f-U) xa;;;S LtJO -:> NOTE: 4" STUBS' FOR ROOF DRAIN ARE FOR POSSIBLE FUTURE STRUCTURE. TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK LEGEND 'UTlL - EXISTING UTILITIES (I.E. lV, PHONE, ELE & GAS) ) ( EXISTING CULVERT .12"W EXISTING WAII:t< UNE [WJ EXISTING WATER METER @ EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT /y~<) ~ -8"WW EXISTING Wk>u:\VATER SYSIt.M @ - 24"SD EXISTING STORM DRAINAGE SYs I t.M @ EXISTING CLfANOUT <0 8"ST PROPOSED STORM DRAINAGE SY~ I t.M ImJ PROPOSED CATCH BASIN @ PROPOSED AREA DRAIN IQJ EXISTING CURB INLET '* EXISTING STREET LIGHT III EXISTING lV PEDESTAL EJ EXISTING TELEPHONE PEDESTAL !Xl EXISTING ELEt; I KICAL VAULT [ill EXISTING GAS RISER rJ EXISTING GAS VALVE r1 * i [) I TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK [J [J fJ [J - ... - .......... - - fJ L-- J ? ~ 1 [J - .... . _ CB #12f412\ ...---Lx ~ .~- Q --it (: ; i Q"""; , ~ & r ~ EX. - 75.00' RR ROW - \ ~~ SCALE: 1"=30' 30' 30' 60' o ~ ~ ~ 1_.".!l,!Il!IP.1~illll!~ ~ II!II'iI!iiliI . '~l'~l "IIi!1liml: ij!!ll\l12l~1lll'.!llg~S1 - , ] (f) ST CONS'l'KUCTION NOTES 409. CONNECT TO EXISTING STUB. SEE NOTE 1. 411. CONST AREA DRAIN AS PER DETAIL REFER TO SHEET C8. 412. CONST STD. CATCH BASIN AS PER DETAIL REFER TO SHEET C7. 413. CONST TRENCH DRAIN AS PER DETAIL REtl:K TO SHEET C7. 443. CONST GRASSY SWALE AS PER DETAIL REFER TO SHEET C9. REFER TO SHEET LA-2 FOR DETAILED PLANTING PLAN. 444. CONST GRASSY 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. 478. CONST 6" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 479. CONST 8" 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. 490. CONST 6" GATE VALVE. 491. CONST 8" GATE VALVE. 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. LR 01 \? OClOt~ , -,....,,_~'I...~'ifW "~-'~'ll!"~'~_.. , rJ) - A f.11 ,~~ 8 ~ ~ I, I ("'\ . \.: ........- ~ ~ o 00 " u o 00 . ...... ~ ~ o ~ , 1'0 g!;t:~tdE NI'O), N 8 0) ,,..., . lLJ N I .~ !:= 0::: ~ to t:: _ ::> 0 "" 00 0 en _~E .ci......_c tnrd~~~ -'-"tOO o t5 .. ,-,,@ _2: ~ ..:;:: --.co.. X 0 000::0<0= ,...,a..:J:LL:cn (1)0.- ~"'~"""'r""lt' ~'It' t~.'.~.,."",.,, ~ cd .--I ~ CD b.O cd ~ . ...... cd ~ ~ S ~ o , I ., 00 ~ '\ \ \ \~\\~ \\' .. \\~- \ ~, 1\- \\0 \ ~ \ \' \ --- ---- -.- \\~ \ \ \ , \\ \ \ \ ~ ~ \\ \ \ ~\\L- \\' s ~ \ \ \ \ \ ,\\\ ~\~\ \ \\,~ \ ~\ \\~~\\ ~ \" Y \\ \ ~ \ \~. \ \ ~ ' I ~ \ \ i \ \ ~ \\ \ \ ~\\\ \ '\~' 1\' \ \\1\\ 1 , , ' 1 , \ \ \ " \ 'I ? ~, / ~ EX. l I 62.00 - - , I 3: ROW I I -, ~ -11 EX. .' 'i -- . I 'I:(R~~)' - --I I I 0 Ill' (~ 6" Fl- J, ~ '~", ~ /473.821'- ' ~,! I I ~ I :~ I ~tl ' I I' I .. I , I.~ I t ~' " I . t I ~' I -p I ' :s t '\' = I @ l'I~' m ~-~~i II, I . g I' f,~,. .~, ~i~~ ~ ~.,-' I II z' , 1 " ," .~ '" '" - "'\ "" "" .......::: I II~ '" ~ -- " ~' I I r7(j/l r~~~ ~~~~"~~ ~ jig i - . ~Sr+4 EX.. @ AD #3 . ., . , _ ~ ~~ 1QOO to. 1 I ;:: ~,... . / ~ P.U.f. ,C) I ,<X> to ~ I .2 Q ..- ;:= II ~ . '~'f' ,fa II tt) I ;:=' / 'rJl I . ffa I x. --' . I, I' ~ LU ;:= / I H'{' k ,iiJ~ , I " _ y EX. 10 X 20 P.U.E. ~ r_ /1 __ <l) t)) t3 ~ o ~ V) .-.......;) t3 .~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ c tt.> C>> ~ a ~ ""f..,.) ~ ~ c t:..) C>> ~ ~ '""d ........:) C>> .~ 1;) ~ .~ ~ ~ b ~ ,." o II c ~ ...... ~ ~ ..- " N ~~ t ~ a ~ ~ re ~ ~ ~ ).; ~ crl crl 000 ~ ~ ~ ~ ~ ~ < ~ ~ ~ 8 S f.: ~ ~ = ~ I ~ .:::::, ~ cij ~ z .e o -g ...... U) (j) , ...... ~ >- 0.. r.u 0:: -- L~'1\~mBnra.~~1'[Ulfirl..r~.~I'!.J '~ ..:r:mtr r: ~ rrjl~~UL. SHtE' 1 ' C6 "" 0": 9 2 L SURFACE AS PER PLANS LOCATED 1t' BELOW GRATI: DIAMt:.1 tK AS PER PlAN 6" MIN. WATER SEAL. WITH HINGED UD ON TRAP OUTLET PIPE ELEVATION AS SHOWN ON PLANS r / '- l I TRENCH DRAIN AND BAR GRATE ASPHALT DIPPED 1. Box fabricated from 1 0 GA. material or 1/4" material. 2. Bike proof, welded, drop in, heavy duty traffic grate supports AASHO H-20 loading or as required. 3. Outlet stub for no hub connector. "B"-~" ...r: "Aft - "[.2" "T" --- --- --- -- I '" ? L ...J .,J Q i 0 2 ~ ~.. ~, "C" .... SECTION A-A ~ I I I g [ 7" THICK CONCRETE PAVEMENT 3500 PSI AEU) STRENGTH - AS REQUIRED AS REQUIRED - -- l I < I . r- -- ' ~:-. lUJJ1UW lJ .......~ ')illllUllllUlliIJll; 1 l< . II: I -'. .'.l ~ , 1 < <' .: '< .... < lr--' -<- _L...:-___<~ I ill. II..~ 1111.11 ~ II' ~ I ! 1.1 ~. r BAR GRATE .S" A-- BASE ROCK AS PER PLANS ~~P = OF"~;ATE L ....J TOP~; G~~ ~ A I (~ O~~ ~I .I ('\ _ SURFACE AS PER PLANS TOPSOIL MATERIAL LANDSCAPE AS PER PLANS . EXTRUDED CONCRETE CURB ClASS 3000 - 1/2" CONCRt.It.. AC PAVING SURFACE SHALL BE CLEAN AND FREE OF ALL FOREIGN MATERIAL ---6~ BEFORE APPLYING EPOXY. ~ ~ o 00 . J o .......0 o.......~,.,.,E oVO')tOo 00 NS;I~q UJ N I .~ · ...... !::: 0:: ~ to t: ~ .. . :::> 0 '-.1 eX) 0 ..... en _..q- E ~ . ci' ....- _ c: o tnLLJ~~~ --tOO ~ o~ ..-@ t o~~..:::: eX)o:::o~8 , ,.,., 0.. :J: LL: (t) en 0.. ~'/^'Y'AY/~y/~' ->> ~.:'~.'-'., "~( /. / /{'/ A<<<~<<<</ ---6~ .;. '~ :.:~..; : " " " , , " " ' . :....:...... ~ >> c....... ---6----- .~.~:. . .~: ;.. f//// // //// // // // // // // //// //// // //// // i ~~~~~~~\~~~...~~~~~~~\~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ /~~~"(K~~~V<< '7~~~~~~~~ ..... ":..---- CC~NCR3TE VALLEY GUTTER NTS EXT1UDE~) CONCRJTE CURB DETAIL ~.v~'ilt'~tIl'r,j I '_.ll-.~_""'" ~ W.'lr.~I~~hlfl'a1:l:t_~'4t;!~, :IlI...,.W.J._,,~ EL = "lE" A.. , u - - --=. lNVERT ELEV. V h . A ... TRENCH DRAIN DIMENSION SCHEDULE ABC D El E2 IE F GRATE FRAME GRATE FRAME TRENCH DRAiN SLOPE OF ELEVATION ELEVA'l'lON rNVERT DlAMETER OF WIDTH LENGTH WIDTH SOTrO},! OF. GRATE OF GRATE ELEVATION OUTLET' PIPE 1:2n 44' 8!' 1:0% 475.02 474.84 474.04 6.n ANGLE IRON FRAME DIMENSIONS GIBSON' STEEL BASIN'S Ll L2 T . /'. .. STANDARD STEEL FRAME &: COVER GROUND LEVEL " <... I.. C,MECHANICAL PLUG ~~~~~~..~ ~~~~~,. "~""fft4< [L _U '""' 4"MIN.1 FJ;::;-4"M'N . t [ : '. .. .~, " .. , 1 ..: : :: ~..~ :.: ~ : ~ .: ~.: .~ PIPE lYPE AND SITE .. ... . .. 0: : : : ..: "0: : : :.. . : '. .. AS PER PLANS. :.:)..~~.(~.::. :H} , . : :...". ::: :..." .: :.-:.. ...[EXTRA LENGTH TO EXTEND . ~~ :.;. :..: : . ::. · :. :.... ~ 'I BELL BEYONtl CONCRETE /.... .~rq.' ..... ....: ....:...'" . : :. ~.. :.. -: ~ ~f.: : . " :.: ~ ~ ~..: : .: ~ :: ~.)1 .:, - . - . ((':.~-::~:. :::;.::..~- I .. '::~ 9. i. ... . . i '. . ." 9 . -" f~i':'::J''# ,:::' .. ..... . ... . . ... . .. ... .... .... v . .. · .. . .... · ... . .... .. .. . . ? ~j' ,. l!~ ,I. ~J · . . ~ ')J.' ~~ ~ ,. ~~~~~~~~~'~~. t ~~~~~~~~~~~~~~~~ I. ,. ,. ". .,.....~0'l~,,~~~%....~0'l.,. , , . 24lt SQUARE 10 GA. ~ ill CATCH BASIN WITH 24 SUMP. ASPHALT COATED INSIDE AND OUT. v / . . ':q. ~ ~III; :::> ,J=;:::/ N en =iiis , ~ .,\'f::r1l1$SII/SJ1/tFJ!J =::/IISf=IIIJ PROVIDE SMOOTH' LEVEL BASE CATCH BASIN DETAIL N.T.S. MECHANICAL PLUG CLEAN OUT DE~AIL N.T.S. 6.0' .... -- --- 3.5" / EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND SURFACE AS PE~~~~~~~~~(\~~~~~~~\~~",,~~~;p[~~~IG~p~:J.ER~l Nu I t: WHEEL STOP IS TO' BE 6" IN WIDTH WH: ~EL sr~op DEr~'AIL N.T.S. // ///////// / ///7/,,0W // /// // /LZ/ // ///// /7// / // / /// / / // // / // //j--@ 1~:r;r~~lit.~I\~~i~\:t~~t~:~~~~~~\~f~f;~f\.~~);:.m~~~l~1f~~~~1~~::;~j:;.:~;~~~~~[:;I~;~t~~~ , " , ~~E~ '~~~ES' , · '...... , ~~~_ /1' 4" ASPHALT PAVING~ ~~~~~~~~~~~'\ \.Y 2" CLASS "c" out".R <V~V~V~V~V~V~V~V~V~V~V{\ 'Y[ ~~~~~~~~~~~~ 2" CLASS "B" ~~~~~~~~~~~ 'v~v' ." ?~y):. ?~~y~ 7). ~'v~ @ 12" (MIN.) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). o FABRIC UNDER ROADWAY {UNQ GTF OR EQUIVALENT.} IF REQUIRED DUE TO SOFT SPOTS. o WELL-DRAINED SUB-GRADE (SUB-GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). APPROVED BY GEOTECHNICAL PROtt~SIONAL. - SURFACE AS PER PLANS ,~,~ (ffk ~ ~~ "- /fico os~Yl ,,'t~.(~ ~1;~ ~~ N.T.S. ~ C t:7) ~ (.\) ~ ~ a ~ ~ 0 2" GALVANIZED ~ / CAP 00 V) ........ ~ . ..... ~ ~ -f..,.;) :r, " ~ ~ ~ s-::> ~ CD .~ c ~ ~ ~ C-) ~~ PAIICtG WIlH DMV. ........ (.\) · oj I ~ DBABI B) k-t:nt.IT ctl.y > ~ 1'OWtG tNJER .. '. ij .....::t ORB 811620 AN) FE 0 lP TO S450 lID:rf ~ ORB 811815 ~ " " ......;) , \ e3 (.\) .~ 12" X 16" SIGN ~ WHITE BORDER ' I .~ ON BLUE BACKGROUND 'l.i WITH WHITE Lt.11t.RING ~ ~ - AN SYMBOL \ . 2" ROUND GALVANIZED POST TROOED ON ONE END '0 cd , SURFACE J PER PLAN 2" ROUND GALVANIZED POST TREAD ED ON ONE END j . 2" GALVANIZED COUPLER SET IN CONCRffi ..- 0 0 ..- ..- ..- "" ~ ~ ~ N N 0 t:! ~ ~ ~ ~ "" z 0 0 0 eX) ~ a: f-. ~ w ~ W :J: ~ ~ u tii ~ w w w w a ~ - - :> ~ > > ~ ~ ~ w w 0 0::: 0::: ... ,,~._u~ - ..- ....- ......., It). ~. 00 cii c ~ Z E 0 ..c ::3 ..... en (f] I ..... ~ > a.. r.IJ 0::: ....- Li' p. ,,~.t?' ,b' " :> . l> .1> ,p , :> " V.'..,.'" ,?,', "~<'" . .' p , , ., . /... '... l>::," ,~ ,,_ ,', t 'l>, ' 18" CONCRt It P A V:~ME~~ SECTION DE~AIL NTS ?O~E MOU~T~D ADA SIG~ 'DJTAIL N.T.S. I .. . SHEE~ l' C7 of 9 1 ~ \3 ()QctS 29 PLACE CONTAINER FOOT, \ PAD ON CENTER OF FOOTING -- 18" --- 2.00" OR 5.00' _ \ \....... " ..... PER PlAN \ -r 12:1:....... PAVING PER PLAN \ . r"l. \' lYP. 1 - SLOPE = 2.00% l i I . SlOPE ~ARIES . .... .. :" . LI '. r NATURAl ?;((///( '.: ....... :.' Y.I(./!/!,I!- ~f/(/(((~L1.:d4:':'.~,:~':/.,~~.;-,:7':A..,.,~.~\d~~. io I ~~g:RBEO ~~~~:~~~~0~::~:.~~:~;:~.:;~:~~~~~j ,~:~.~ ~~.~ ..':..:::.'.., ..,,:":-.-.::',....,:.:"',..:."':...'.:.:.,'..,:..,<._:'.:.::"...:<:.:....,-~-:..::...:.'. :', :.>,:..:....:...,~.... ,:' .~y%~~~~ ~~~~~ ~ ~~~~~~Y^y~7~ 7);. " . '.... ,.\.'., ',: .,'. .'. ,', "': . .' ~%~~,~..,~ .,"'(~-<<,-<<,~~~~,'~..,~,~~~ ~~~,~,'~ ~ //'10; Jl 2" # ' , , , ,,5 @ 1 1" 0-3/4" 5 X 3.0 TO 6.0 , lYP. BASE ROCK @ 12" lYP. BASE ROCK COMPACTED CONCRETE FOOTING PER PLAN @ 95% &: RIBBON @ 3500 PSI REW STRENGTH 3 :A ~ \ G A ~:A 0:- -- -1 ~US- 3 _OC <S \ SQ. 450 . 22 12. 11 J4. 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 ~, , //." V/ <<,' ~'\ ~'7~ '7)~' ~{~~. 0~. I I -..J ,-,- ~, <<~ (~ " ~. ~~ ~<~ I :I - ..J \... -, /71 Jr:" "::V-"'-... A:'(, Y>)..Y)'~~X~ ~ / /. /,,/./ 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 'r- - '\ .,,"({,~, "'6..'.. Y. 7>-.'~ ,,~, ;--, '~y~~v~ ~~>>W HORIZONTAL TEE HORIZONTAL CROSS . HORIZONTAL WYE ~ /,~p L''''' ~' -i')/ -) ~I <'" ~,,~~ L~V ~ ...... ,~ 04'" . ~,; ~ .'. ..... '~,<..:. '.. '7'''' . '.. /):7 . v. ~'>> ~~~ :lI '-.- (', :lI ~,~' ,){t~ ~~ );(/'5 ~ ,~ ,<<,,')1 , y/ '", - .../ <}' ' I ?~ ,I ~" /- , ~ y~ 7"/~~ ,~" /rV<<"Y~ '~~v/vffi<' , / /"'/',("'/ /-< / VALUES BASED ON 200 PSI WATER PRESSURE & 2,000 PSF SOIL BEARING CAPACIlY. TABLE No. 1 HOR ZONTAL BLOCKING VERTICAL TEE VERTICAL CROSS VERTICAL BEND - - ~US- 3 _OC < va _U v1 ~s \ cu. Y)s. / y/:V/:. . ~~~~, FITTI NG 45. 22 }2. 11~. ,~\/:/~ j(,,~' ~ SIZE BEND BEND BEND ~ ~ ~ 4 1.1 0.4 0.2 ~ ':::;z.' 'if 6 2.7 1.0 0.4 ~G 8 4.0 1.5 0.6 'l~%~~~~ ~ '- ~~i(<~ 10 6.0 2.3 0.9 v}$ l 12 8.5 3.2 1.3 ~'(~~x y~'W)Y 14 11.5 4.3 1.8 16 14.8 5.6 2.3 BEND STRADDLE BLOCK TABL: ~.o. 2 VERTICAL BLOCKING THRUST BLO'CK DETA~LS NTS FITTING SIZE 12" & LESS 14" - 16" EMBEDMENT 30" 36" ROD SIZE 66 68 TA3LE No. 3 ~: \JFO ~C \JG /' i . 1---- Norr 5~ [ NOTE 4 z ~ :: ,.,., Norr 97 , ( () - -,-~' ---C '( ---~---,- NOTE 10 I .... .... . 12"MIN EACH END \ o /"" I I ........ ........ , ~ NOTE 5-.1 - - ~ ~- Norr 8 t ) ) ) Norr 6 / r~ ........ ........ ; tnl- -.trD ~ CJ .... ........ p f: / L') ~ OVERHEAD tBt WITH FDC CONCRETE VAllEY GUTfER ~ Norr 7 r I i z :i :: .q. N '\ ~~~" - ( 6 ) -~ ~- " CONTAINER ..... 18". ..... CONCKtlt FOOTING \ & RIBBON @ 3500 12":f: PSI RELD STRENGTH --- ---- lYP. t /.:v~~ 7". A . . NATURAL ~~~\'.' . : . . ~. ..... io .. r UNDISTURBED PLACE CONTAINER FOOT ~ L1. Ll \ . . . A I GROUND PAD ON CENTER OF ~~~'~ ,."k'~~,('..~~.,/.<~v~~~<<~~~~y FOOTING ..7>>7 ')l"7~ >>7~ >>7).. "7~ ~'" "" "" "" /~~0", ~//~ /-v. , 1" 0-3/4" #5 X 1.0 BASE ROCK @ 12" lYP. COMPACTED 15 @ 12" @ 95% lYP. "'> CONCRETE FOOTING DETAIL NTS ./ CONTAINER "'> CONCRETE FOOTING & RIBBON DETAIL NTS NOTES: 1. Detector double check vault or enclosure shall be installed at point of service , or in an alternate location approved by EWEBor SUB for their respective service area, but no more than 10 feet from point of service. / / A 2. detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4" or, smaller c) is recommended by the manufacturer fro vertical installations d) has the normal, flow' upward 3. All clearances apply to outside and in-building installations. 4. Insulation - freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 4crf (NFPA 13-4-5.4.1). 5. Bore-sigthed drain to daylight. 6. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. ~,&- :~~) ~~- )_ ~~~~~J 8. All assemblies 2-~" and larger shall have flange supports. 9. All structures to comply with local codes. 10. Fire deportment pumper connection per local fire code. SUB - Neptune Meter or Badger Meter, cubic foot register with remote register. ~)ETECTOR DOUBLE CHECK ASSEMBLY 2-1/2" - 10", ABOVl!.; GROUND NOT TO SCALE A = SUB standard for remote register (provided by contractor). <- > = APPROVED DtltCTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPUED SHUTOFF VALVES. %of l~ r(l~ J ~~'~.,irl~il..J....l?""I~"'-*~ A - ~..... tI.l ~ .S ~ ~ .::: Q) ~ ~ ~.~ ~ f;I ~_ $:1 $:1 00 \ \ (( (( 8 r:;.;:! cl!l (~ - ~ ~ o 00 [0 ......0 g~s;:ri~ 00 NG;I~~ · ...... l=! a:: ~ J, .E ~. ::::> 0 ,-., 00 0 .... . (/) _.q. E ~ . ci ...... _ c: o tnuJ;1);~ -..........1.(')0 ~ ots ............@ t o~ ~..~ ooo::o~o ,,.,.,0...:cL..L:~ (/)0... ~r~,~~ ~ ~.~ ~~.~ ~ ~,~'~:;;~;~~ ~ A X _ ~\J l.tj , i';; ~"r""~1 .. ~'WV'r l!ti 'f (::t'r' r~l'Gt'r po- 't ;t~'., ..' c rn. . I . ..... ~ I ") CD ~ Q) ~ o ~ o ""f....,;) V) ~ o ~ t.\) ~ a ~ ""f-,:) ~ o '-.) ~ o .~ ~ ~ O""f....,;) ~(/) ~ '1j ~ ~ . I ~ ,/ I · ,,' J > . ..... I U t.\) ~ ~ '"t:3 ~ t.\) .~ ~ ~ .~ ~ .~ ... , ...... 0 i~ ::: 0 ...... . =.......... :>.: :>.: :>.: ') ~ (:) ~ f: txl txl txl Z IX: IX: Cl Cl Cl t g ~ IJ;J IJ;J IJ;J tii ~ ~ ~ ~ IJ;J IJ;J IJ;J IJ;J ..., ~ - - 5= < g > > Q.. C/} ~ ~ ~ 8 - .. ~"r"'..ri'~"'~~.._~~'~ "'~~,..,.~."- ~ ...... ...... I ~, 00 i= cii c :::: 1- Z .e I 0 ..0 :::s t ...... en en I ...... ~ ~ > 0- IJ;J -1 0:: III J SHhh'l ' C8 of 9 G 2 .... A r \ 8.5' CONCRETE RIBBON ~ PER PLAN r AC pmPLAN . . ..' '. .. 7/ ;) '. - ,4' . . .. ' <t " . " </' . " "1 / /<1 "1 d "'A~ '. '.' ': '>,:;..:.~%~~~ .~$<<~~"</.("<<,,<<<<~~ ~~~~X~'<<~<<<~~~ . CONCRt.1 t. FOOTING ..... 8.0' A 8.5' , .4 .is . " . "1' '. . " "1.. . . . q'" .': t>. ' . ~~~'-,~.~~,~.~~,;~~~~~~~~~~;' ^~'<<~~~~~~7~~~~<<t<<t<<t<<t:<<t~~~~ ,~~~%:.~<<ffiK~~X~ CONCRETE FOOTING . 40.0' /' DRAINAGE TO NATURAl UNDISTURBED GROUND CONCRETE RIBBON PER PLAN . . '. '.' . . . .' . AC PER PLAN~ t> ." '. ':: ,t>.:. . . " \>' '.' b.' i.. ' ," b Do t>' b~ ""'\. '\.'\' ~ ;-Ltt , ~ ~/ A./ /.''''' A ,; ~//~/ /~ / /< / A # , /~ / .(~-<<..~~ CONCRETE FOOTING ..... .... 40.0' ...... , /" \ DRAINAGE TO NATURAl UNDISTURBED GROUND " "'" . ~ NATURAL UNDISTURBED GROUND ..... l r- , \ "' ~ l , ..... 4.0' GAP UNITS 43-86 FOR ELECTRICAL SERVICE TO SITE ..... .... 4" CONCRETE ACCESS PAD , 2.83' .... SLOPE=2.00% t. .~. "1.- . .4 ~ NAlURAL UNDISTURBED GROUND CONTAINER DRAINAGE SIDE VIEW NTS ZURN MODEL Z348-77 DOME lYPE AREA DRAIN W/6t1 OUTlET 2' RING OF 3t1 ROUND ROCK 8" DEPTH ~ SLOPE 0.50% ~ ~ .~ OUTlET PIPE PER PLAN AREA DRAIN DETAIL NTS / ~...;; : . 4.:.': 4"' .~. ~.. . l...;,. ~.." :. j1 . > 4 ....4 ' 4.: . 4 . ~ .~ <.:.~: ~ -;., "~:' . . : ~ . ~ '. .;., .,:~.~:.' ..:' ,: .:,,<1:.:~~\.',... d.' ~4.':, ','::,' ..::: ",... ',' :', :, :'..,::,:'~ ....,. ,: ,~':'. < .~ ~4,:. ....~;, :, ~". ! .... '. . " ," .. .,;,..' .. ..... . " '.' ...."! . ~-~~ ~ x~>>~ ~ ~~ CONCRt.1 t. FOOTING .... CONTAINER DRAINAGE REAR ,VIEW NTS 3" ROUND ROCK ..... REFER TO PLANTING PLAN FOR DETAILED LANDSCAPING p f 6" ROUND ROCK SPLASH PAD ~~~~~ '/~v ~~'<(~~,~~'(..{,~~v~~ ,..',,.,.~,~~, r\ '~Y/A /A~/)Y)).>>}Y/>>I')O'~~~~~&' ~ K~~~ '~7~ .7~i~7~7~7~7 STORM DRAINAGE PIPE PER PLAN ..... 55' lENGTH CHECK DAM PER DETAIL SPACED 25' DOME lYPE AREA DRAIN AS PER DETAIL SLOPE' 0.50% .... OUTlET PIPE PER PLAN VEGETATED SWALE 443 DETAIL NTS .... WIDTH VARIES- r LANDSCAPE RETAINING WALl CAP .. . .,~~~->'~.. .A'.~' II ;~~ . t>~ ., "XK~~i . ...., VARIES ~~~. .: '.# 3' MAX. ~~ .' ~'. . ".t> ~~/). .. ~,"(.{,' .' v . ~~: .......A , ~ ~. .... ~ ~~~~<.,~~~~~:~~~~~~~~w~~~W",. ~~Y/2'~ ~}.~~ ~ ~~'Y1<~ / ~~~~7'~~7'~"70~~' LANDSCAPE ~ RETAINING " . WALl BLOCK ,', '.,~" . 'A' ~>>\y./ ..."~...~~ APPLY 2" PEA GRAVEL .' .'. . ~~~ Y FOR SOIL STABIUZATION A. . .:t> .~. " ~~~ I ' .:. .~~~ , .'!>'... '. ~,~~ 1.33' 3.1 SLOPE iR//'\.Y~" A . : W~' . ~ ~%,<<~~~~~~~~~~~~{i' t # / ~ /:" ~ / ~/: ~~ ~>>J/~).'yy~>>~ />>'l~~)))AY)) {~~~'%.~<*,~,<<~~",<<~~~%<~%<*y/ 2.0 .... BOTTOM' ..... .... ~ N ~ ~ <0 CHECK DAM DETAIL NTS '10.0' WIDTH. .... .... RtttK TO PLANTING PLAN FOR DETAILED lANDSCAPING J .. I /y/~/:.' , l> . . ~~~ .'. A,' '~~.A. t> t>' , '. '., ~~.:' . '.# VARIES ~~~.,~. ..' ~~ ' . 'v .t>.. - f 6" ROUND ROCj CHECK DAM PER DETAIL ~~~; ...... . A , SPLASH PAD SPACED 25' ~~ J> I> .t>.. . ~~'7~'7~'7~'),~~ SLOPf tJ /".'" / Av' /"'1l1'/.I'//AV //y//y //Y//~... f SLOPE 0.50% ....... J ."/~~~/ ~~~;xL'~~~~~,(,~~,'<.:. y. ~ ~~7~,~~}-~7~7~~~~~/~~~~' ~~~~~' "y / A , /.. , ",v /"y / AV" A: ,,/?</ L',,/ ~vAV^'<^'</A'{/.t<.... ~"~'{/A~ ~v .,,~ "'}~ ~~~~7~7~7" STORM DRAINAGE PIPE PER PLAN ~ ..... LENGTH VARIES 105' OR 130' VEGETATED SWALE 444 DETAIL NTS A 8.5' \ 1 ')Ii#.'~&J.rl1-"ttJJ ~~J_ A rJ.l T(((r( 8~~ - (.'1. _. '- ~ ~ o 00 I I o .......0 O.......O>I"")E o...;;t-.......LC') 0 - N.......O>.No 0> 1""). W N I.~ - !=a::~LC')t::: ::::> 0 "I ClO 0 en _...;;t-E .ci~_C: lni:i1~~~ -..........LC')O 01 ~ ..-@ oZ ~ ..~ ClOiEo~8 , f"") a.. :::I: L.L: (t) en a.. - 00 . ...... ~ ~ o ~ ~~~~ ~-i ~ t!) \~ Yl ~ ~,~~i~;1 ~~LU " ~ 0 ~ Q) t>> ~ ~ a t3 t-... 0 ~ V) ~ ~ ""f-.) t3 ~ .~ 0 ~ t-... ~ ~~ <>> ~ a '1j ~ ~ '"d ~ e3 <>> . .~ ~ ~ .~ ~ ~ r::t:J. ......-4 · ....-t ~ J..;) <J) ~ . I . ...... > . ...... o Irl~~~ T- o c ~ ....- ..- ....... :>: :>: :>: N N (:) ~ ~ 0:3 0:3 0:3 ....... Z Q Q Q ClO ~ It: t ~ [.xJ [.xJ [.xJ :z: ~ ~ ~ - ~ - ~ [.xJ r::! [.xJ [.xJ ~ ~ - - < ~ > > > ~ ~ ~ 8 T- <r- ......... ~ 00 cij -0 ~ Z .e 0 .t:J :::J ........ (t) en I ........ ~ > a.. t.iJ 0: ...... ~ q of ~? rpo.%tS ~, - ~: SHEE' 1 i C9 of 9 ".\' :.~A'~ ...,~..~ DOME TYPE AREA. . " '. . ?Y~~ DRAIN AS PER DETAIL A.. ... ~" ~ c.,;.. '. "', ~.%~~ ~,..A .:~~, ~~~'~~"-'~~~V'~~~ Y"~<<~~~+I_"h~.~", ~~~,~~~,~,~~,~~~,~,~< ~/~,;]~ ~~~,~V' .-., $ "'- OUTlET PIPE PER PLAN 2 GENERAL SITE INFORMATION, 1. lYPE OF DEVELOPMENT: INDUSTRIAL WITH PRIVATELY OWNED AND MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE SYSTEMS. 2. CONSTRUCTION ACTlVIlY WILL CONSIST OF: -PRIVATE DRIVEWAY, CURB, ASPHALT PAVING, AND FOOTINGS - PRIVATE WASllWATER AND STORM DRAINAGE SYSTEMS. 3. PROPOSED CONSTRUCTION SCHEDULE: STAKE PlASTIC @1' O.C. ~ TO GROUND TO ENCLOSE WASHOUT BEGINNING DATE: COMPLETION DATE: OCTOBER 2011 JULY 2012 NOTE: WASHOUT SHAU_ BE CLEANED AND I~EPAlRED AS NECESSARY TO PROTECT AGAINST SPILLS AND LEAKS. 4. DEVELOPMENT AREAS TOTAL AREA: 4.23 ACRES PERCENT OF SITE DISTURBED = 64% CUT = 3,011 Cu. YD. OF EXISTING ONSfTE MATERIAL ALL = 1,770 CU. YD. OF EXISTING ONSr{E MATERIAL 5. SOIL lYPE ON THIS SITE IS OXlEY URBAN LAND COMPLEX, WITH SUGHT EROSION FACTOR. SAND BAGS STACKED 2' HIGH. IJNE WASHOUT WITH THREE LAYERS MIN. 10 MIL Pl.J\STIC TO COMPLETELY ENCLOSE WASHOUT o CONSTRUCTION NOTES 175. CON:> I KUCT CRUSHED ROCK ACCESS PAD. PROVIDE 6" MINIMUM DEPTH 2"-3" CRUSHED ROCK COMPACTED 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. SUPPORT POST 10' O.C. 2"x 2"x 5' DOUGlAS FIR OR APPROVED EQUAL. INSURE POST IS STABLE AND CAN SUPPORT FENCE. LEGEND :!l// IHII > EXISTING CURB INLET W /PROTECTION PROPOSED CATCH BASIN EXISTING CONTOURS PROPOSED DRAINAGE PAlltRN ~w~~w PROTECTED DOWNSTREAM ~REE LAYERS MIN. 10 MIL PlASTIC r.:::::3. - .... 10'- .... , b ..-- , '-.~~. i CONCRETE WASHOUT DETAIL N.T.S. VICINITY MAP NTS - Curb Inlet sedimentation dam ~/ Curb Inlet Bio-bags SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL. SECURE FABRIC TO POST WITH TIE WIRE AT TOP, CENTER, AND BOTTOM OF POST. - ~ ~ . ~ o Li: ..... -- Curb \" ~~. ~A ::z >- ~~ Cu~ ...... '-- - - --...... DIS1URBED GROUND DUE TO ONSITE CONSTRUCTION. BACKFILL BOTfOM 6" OF FJ~RIC WITH NATNE TOPSOIL. MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. ~ 'r SEDIMENTATION CONTROL FABRIC TYPE SILT FENCE NTS INLETPRO.fl]CTION DETAIL NTS -- C) z.. Lc.i ~~::) BC'oIa: TL 1600 MAP #17-()2-32 22 LOT 1.4 OF HAMMER INDU:::> I tdAL PARK --- J -- -- -----. EX. DETENTION FACILITY ---~ '-- ~ / I / " --------- .r- '-.. / \ 1~.17____ / '-- f I ~ t · I J.... .7, ~"'; :;. a.1t) .;;fjj:-- ~ :.::::..:~;, .. I I 1 I n I )If -- EX. 10. X 20. P.U.E. EXISTING ~ 20.0. P.U.E. [J TL 1700 MAP J17-02-32 22 LOT 1 OF HAMMER INDU~ I KIAL PARK " '~ - /' -, , -.- J ' I : , -- I __ ~ \~~ ,:- '~~ ) ~~ , I ~ '....... -- --+- u -- ------ ) I~ 'l~~ y~} o~ )\. ,,\ rf: ..., ..,~~ ,.~~, ~ I 4 J ~ ',11 ~. ., '.... ". ", ..~~~ ,I V I ~,,'..':.''';.:'~. tJ ;,~ ' . ~'( -, :..T"c ~~' < <~' '~J ..:~.1 "I:!.:.. . · . ' · (- ~f'~:"\VI I I / : v -6 r1 J- ~ -. - :: - = l'l~ I'~ ,- ': -- .- _ '~ -.. :: - f: _ - : ' '., ' .;: c...,:.: ~ '. ~. , . ':- _ - rni---f- \ - -1....-- . qq I/~""" . . ~""':;"~"""~"';'-:":~"~~"~"'"-:::~''' .: , ~~ t.. '- I .~.'-'--r" "-:-,..,..:.. ..~..-.-:;:::Z.... ~...,~.L;....:..d I' II '- Q I. --- ..... ,- ~ ' . h ~ II .' ~':'." .~..,-..., '~- - ':;"" 'C<:~.... L." ", ,: if, l= 0 1: - r- - -.'.. .,.~ ..'..:':;.'...;.'~'.~.,.,."..~.~..-;::,... ~ . ~i.~ r - -- ~ - - - - J ~ ~-' '. .,' .. ,. . .. '( I, ,I . .. I I :, ~ I' .'~;. ~ ~~' -- 'II, Z , gj \~ 1 :;.c: I' :--E-I fl' ; II -.J:> ' ,\ 0 In. Cl.l - - i- I -~.. ...-- I II I --...-... .-- 1:--... ...._ ~'n -'--'-'--'- I- ,/~ --...' - --~ -- - ----I~..." ~ =-1).- \ttOOlf@ - 1" ::------.= I i \ \ i \ I 1 1 r;r /. TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDU::> I KIAL PARK .........."........'...',""'"'u. '~~~'."........"..."'. '''"Ii \ 1--' SCALE: 1 "=40' 40' 0 40' 80' GENERAL NOTES: ., 1. Prior to any ground disturbance on the site one inspection with LDAP, staff 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. 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 on 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 sholl 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 I landscaping is established. 5. 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 shall 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 immediately. 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 revie"Js 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, stockpile 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 construction entrances / exits shall be installed at the beginning of construction and maintained for the duration of the project. Addition(J1 measures may be required to insure that all 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 Bio Bogs 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.i.) & (Schedule B.l.b(l)) 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)) 1 () of \~ (JQDt 5 A to bO .J-t ~ 1.11 ((~ 0 r.:l ~ I (.'\ _ \.. ~ ~ o 00 ,.11 I I I o .-0 8~~:6~ NS;I~~ W N I .~ !::::a:::~I.O.... :::::> 0 .'" 00 0 en _.q-E . ci ..-- _ c: tnG:l~~~ --1.00 o~ ..-@ 06 ~ ..:::: 000:: OX 0 ,.,.,0..:J:~~ en 0.. 00 . ..... ~ ~ o ~ , r 'i: j i~ ~' r'''''''' . ,., ".,. . .,,, ",.". ''''''""1,,,.1'101'''' "~'"".... , ~ ~ ~ cd t3 c , I .-......;) t):) ~ ~ ~ (.\) ~ ~ .-......;) ~ 0 0 0 d j ~ . ..... ~ I ~ ~ cd ~ 0 ~ 0 ~ <J) U V) .~ ") ~ ~ I "i-.) '~ ~ < ~ d ~ .-c (.\).~ ~ ~ ~ C ~ U cd .~ ~ ~ if) (.\) <J) (.\) ~ ~ ,01) V) (j .~ cd '-rj ~ ~ . ..... ~ "t3 cd t3 ......;) ~ e3 (.\) ~ ~ .~ 1;; 0 ~ \11""; .~ ~ ~ C/) .~ ~ 0 ~ cd ~ ~ .....:l ~ i- ...... i ~ ~ 1~ ~ 0 1= 00 Z P .. ~ ~= ~ a I ~ g: ~ II ~ ....... :;;.; :;;.; :;;.; ~ f.: CQ CQ CQ Cl::o 0::000 :r: r:: IJ:J IJ:J IJ:J ~ ~ ~ IJ:J IJ:J IJ:J >= >= >= <( ~ ~ ~ 8 tii ...l ~ en ... ~W't'''' I.' I.,~. ',.....I't""L..II..I.',lti/I'd'''lI.'jJ,'II" '...;.;...,~ ~"J"'lltl'i" ',I, ,'otl il'llllll 1 '11',.1 '. re'" ~= ~ - i- ....... ...... ......... 1.0 N " CX), cij c ...... :t::- ~ E r ..0 :::l ...... CIJ (J) I t ...... ~ I :> 0.. rJ;.1 c:: ..- i ~"'_"_~"''''''''''''!\l_,""...."...ww,_ t SHEE'I' . EC ~ of J 2 - _III 'I I I 'I I' I I I, I 'i ',Ii;' " I"', I s:: \S) -- \S) ~ (\)1: tL~ ~ .\n CO ~' ~ .t.. I '.-...w""...... ,,--.,............................L..........,~,( SCAlE: 1"=301 30' 30' 601 \ o ~,..,..~_. '0." ., ,,1'- -111 PLANT LIST SYMBOL QTY. TREES BOTANICAL NAME COMMON NAME SIZE SPACING Acer rubrum 'October Glory' Red Maple, October Glory Betula jacquemontii Himalayan White Birch Cornus nuttalii 'Eddie's White Wonder' White Wonder Dogwood Prunus yedoensis 'Akebono' Flowering Cherry ARO 13 30' o.c. 2" Cal. 2" Cal. As Shown BH 3 I 6 \\', "\- \\, \- \ \' \ \\' \ \ \ , \ \' \ \' 2" Cal. 30' o.c. CN 8 -- u 2" Cal. As Shown PY 3 --. -- -- o ---- --. SHRUBS -- -- --- - 1 . ~ I: jl i: ~c l~ I, i, t I r I~ ]I, __ I --- I -- u --. 5' o.c. -- CS 20 Camellia sasanqua 'Yuletide' Yuletide Camellia Choisya ternata Mexican Orange Genista pilosa Pilosa Broom Hex cornuta 'Burfordii' Borfordii Holly Prunus laurocerasus 'Mount Vernon' Mount Vernon English Laurel Physocarpus opulifolius 'Diabolo' Diobolo Ninebark Rhododendron 'Anno Rose Whitney' 5 Gal. ~ u \ \ Existin; street \ trees 4). Acer \ macrophyllum ~\\ \ ~ \\ ~ \ \ ~ \ \ ~ \ \ ~ \ , ~ \, \\. J\\ . \ \ \ \ --. - CT 8 5 Gal. As Shown - - I --- - -- - ----. u 3.5' o.c. 1 Gal. GP 16 ~ C t):, Q) ~ a r--- - - - -<>----0-- "( - ----. I - o -0-- 3' o.c. - IC 26 5 Gal. -- 0----0-- C- <J) tJ) ~ ~ o ~ V) ,- -- '1- ~ - -- I i i II! - -- .. - ~I --u - '-- . 1-- - '- ~ 3' o.c. = PL 30 5 Gal. ~ - =::... - --- --- - - ... ,---- '- -- ,- -, ( n I; I i I 'I J ! )' I "/ ' l' ; 'I~ Ii '51 i ! II I ! I,; !~ i: l~ , 1 '!~ f f / ~ I! f! ,'I /J I I ~i . '11,'11,,' /1-1 }I,/I L_~~ !i 11 Ii i"i I, .1 ': ;: ~:, , ~.~ ....}.:; ~ · ~: ""- ," .. . " "~ ". ~., ;.~ :.. .~b)j:.i,./ ! i _.r..1T : '~..., "..;_L~.:.':".' ___'~: '. ..1.. ". . . ' .. ..~., ~ .--- ~. ". . ~.~ ';;:-'~.", ',I!" .f"=:: .. . ~...~. '~" ~ ~ ~.." ~~P'. 0.' . _ --d'> ..:: .z 5' o.c. PO 48 5 Gal. \ RAR 8 As Shown 5 Gal. s::: cd ~ I ~ b.O s::: . ...... I ,,", .S::: cd ~ ' I ~ ~ ~ ~ C t.) Rhododendron 'PJM' 4' o.c. RPJ 17 5 Gal. \ \ ~ ~ .~ ~ ~ ~~ ~ ~ ~ ~ ~ 5' o.c. SP 49 5 Gal. Salix p'urpurea Alaska Blue Willow \ " !!T.F~~~'-ft!h,~ ~-~.~,...., I, ,., I. I ' ',' , IF'=1, Ii=" W ,// ' './~ .,...,.~.; , t;! 0:'.,1 f,' i.il' I T7i/~~ i! i! II 'i "';/ f i I! I'! ,: i! ! I ' '. ' ' j l.j 1. 'I' I, I! II If ,-/ i 1'! . ;'1 : : I,. I I 1 J /.: , .~I ! i , ; fi" i' /.1 1 {I f I Ii I J ! !~ I I . (I ,I I I I' I J I' I . . ii, I'! I ! ".t ' . .,1 . .' 1_' I ' ;~ " , I. / i II ,R! it: I I t " .' -:. i i~~ ".j)t:./{.;,:. ,. '..,~.::.. '" '~!1 i ~;" 4..--..., . .,' . .', ..' ". . . , -- '.. .... ~'....:..;;.;. : '~.'". ~~. , GROUND COVER Q) ~ ~ ~ \ , \ \ ~ Y8i 4" Pot 24" o.c. AU 380 Arctostaphyllos uva-ursi Kinnick~nnick ~ \ \ : ,/ . 1 Gal. As Shown Hemerocalis 'Stella de Oro' Stella de Ora Daylily Hermerocolis 'Summer Wine' Summer Wine Daylily HSO 4 /.: 't3 .......,;:) C>> .~ 1;) ~ .~ ~ ~ 1 Go I. As Shown HSW 4 ... ,. r 1...:., ::, .. \ 1 ~I C~ If: LAWN 1 ,680 Sq. ft. Seed Mix 1/3 JB perennial rye 1/3 Patriot II perennial rye 1/3 Evening Shade perennial rye '.. 7)Sr - "~':. I~ . ' ~ -< ....:l ;:$ ~ 00 :::> ~ NOTES: I L/f !' i-,~ I{ { , I I 1 I. I I r n Existing street I . trees 3) Prunus serrulata I I , I I I II .:: I 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. r'r"l~i'..ir'~..'"'' ...~lti.,I'I,.~I"--" '-~'~'_ t ! --- b t") II $: ...... , ....-- . ,-,,' ~. ...... o c ...... ...... ...... "- N ~~ f-. u ~ a Q g: 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. >: >: >: CQ CQ CQ Q 0 Q ~ ~ ~ tJJ tJJ tJJ :> :> :> ~ ~ ~ ~ ~ ~ ~ ~ ~ L~.,.."~..,~ _,~ "_ -- . ~.'P".;"' .',. -:;:-- - .,. '. -;::-., ',=---- "--'- "';' ~ . ~ 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. 7. Apply seed for lawn areas at rate specified by manufacturer. 8. Contractor is responsible for maintaining seeded area until established. -< o - u ,.'. I .:;~o~<'.' '~':~.;.: t...,T:", '., '. .... -l)BH 1'" '" ,;.~.' ., "'b . . t> ... ~ ,..! ":'.<"'~"~'i '-II i~..i~i~n.,':}..~~:..,::~ I i ,9 .::v.... i ,1:1 ; /:1 If If ~': /1 --11 II i ,.... ',' , "! I, I 1'1 lif i -I ! , i ' ...,' ",.. f I II I f I J : I I j : .,i~ 17)RPJtij..:...'.:':'1~:.~..i tl If /: 11.1 I' f_: Ii , v :~ -'.; ji I' / ! 0 i! I, I" y-S)RAR ' , '~ ., ...'~.:'.' If i Ii' n If , , L ~_ ~~_i.:<:~.> ,I' Ii II i i 1 .! . '! I L=-l ...i: ,"...:: ' j =1= ...... ...... "- LO N "- 00 c ~ .e ..0 ::3 CJ) I ~ 0.. i t! ! 1 ) L ~ ^--.. , ----:-.. f"\.. .J:} 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. o 12. Placement of shrubs and trees should match design as closely as possible. Minor adjustments in plant spacing is acceptQ~le. 13. Plant quantity should be based on planting plan, not plant list. 14. Designer is not responsible for plant failure. i I ,I I 1 I / I ~ I .' 0--- -,~ . ,'I ~ o ...... en ...... > lit ex: J""\ . I , -"'" - " Q: I -~ -/'\ I I l ,I ,'! I' /' " =r + ... . r.-~-~~:"'~ ~ ~A-~ of 3 If I /I 15. Provide 3" of shredded bark mulch over planting beds. 2 \/\ A-t'~ OCtq(S I r' 1 .~ ~ "\;]. \7Q . I <1 --...- ~ I , . ./ "\1 PLANT UST FOR VEGETATED SWALE SYMBOL QTY. BOTANICAL NAME SIZE TREES COMMON NAME SYMBOL QTY. BOTANICAL NAME SIZE SYMBOL QTY. BOTANICAL NAME SIZE SYMBOL QTY. BOTANICAL NAME SIZE LARGE SHRUBS & SMALL TREES COMMON NAME SHRUBS / ft'~RNS COMMON NAME HERBACEOUS PLANTS COMMON NAME AC 27 Acer circinatum 3 Gal. OF 6 Blechnum spicant 1 Gal. 117 Carex rupestris 4" Pot Vine Maple Deer Fern Curly Sedge RS 29 Ribes sanquineum 3 Gal. CS 53 Cornus stolenifera 'Baileyi' 1 Gal. 117 Juncus ensifolius 4" Pot Red-flowering Current Redtwig Dogwood Daggerleaf Rush MA 27 Mahonia aquifolium 1 Gal. 118 Polypodium glycrrhiza 4" Pot SD 34 Spiraea dou~lasii 3 Gal. Oregon Grape Licorice Fern Douglas piraea LF 6 Polystichum munitum 1 Gal. 118 Scirpus microcarpus 4" Pot Sword Fern Small Fruited Bulrush RN 40 Rosa nutkana 1 Gal. 118 Sisyrinchium californicum 4" Pot Nootka Rose Yellow-eyed Grass AG 5 Acer griseum 1 1/2" col. Paperbark Maple MF 6 Malus fusca 1 1/2" cal. Pacific Crab Apple OA 4 Fraxinus latifolia 1 1/2" cal. Oregon Ash 588 TOTAL HERBACEOUS PLANTS. PLANT 4ft POTS AT 12ft ON CENTER IN A TRIANGUlAR PATTERN AND DISTRIBUTE PLANTS EVENLY THROUGH DESIGNATED AREA. REFER TO THE CIlY OF PORTLAND STORMWATER MANAGEMENT MANUAL FOR A UST OF VENDORS. NOT~: ' RECOMMENDED SWALE PLANTINGS COME FROM THE PORTLAND STORMWATER MANAGEMENT MANUAL (APPENDIX F). ,/ I -0-, ,~SIGN l)RS- . l)MA 2)MA , "- - I - "- 0- l)SO l)AC -0----0- , 2)DF ~ ~-~~ ~,.~~~-e - 0 ~ _.0--_ -- I ____ ~ -- .::.. 0, !-.".'p- 0- - ,~ -- I /' I \j -'. .-=-~ -0 , "\1 --...::..- ' o I~ II 6 AREA DRAIN NO PLANT ZONE /I l)AC 2)RS I y l)MA I ~ ? 1 )AG ~ -,_.. ~ r- 'J- "- . t} ~' ~. ~. - t t _, 17 --- BOTTOM OF SWALE lYPE 443 REQUIRES 108 PlANTS DIVIDED EQUALLY FROM THE HERBACEOUS PLANT UST . [/17'. -- !::::.""'i'..~. , I 2)LF l)AC 2)DF l)RN SCAlE: 1"=10' ..."""" '"""'"_~L'''.'I&!",I'''.''' . ;""'J"Ol'."JlliUlo'( BOTTOM OF SWALE lYPE 444 REQUIRES 213 PLANTS DIVIDED EQUAU.Y FROM THE HERBACEOUS PLANT UST 2)RS ~ 2 )CS ..., 1 )AG --- 2)RN~ ./ ~ - . "'3 . 2)SD - ~f_ .,--' -- ::::-- trMC)~C /' ," 10 4""- 4)SD t/I ~'L13)MA .~ <\ AREA DRAIN NO PLANT ZONE 10' 201 ] 101 .'I 'I -\ '\ o c:::::- ::::J c- l;C~ I 2)RN 4)SD l)AG- 2)CS - 'ltajl~~I~.I~ij!~IUIIli:JI~U.~ .lllJlji.lA.oIi,L. iIl~ljll1WJ 1 )RN- ,. I ~~, - I ~' I .~ , ,- ,- \? -1 l)MF '--- - - - /I I 1 "'- ___ 1 ' "'- - '. 'J, t}', ti' "1' ~tM.IIr.!oi~ldMiIlJtM..Ii,j,,5tJ.aUl~'Wl"'ll..lin~IWII~""&III"..loW...~J BOTTOM OF SWALE lYPE 444 REQUIRES 267 PLANTS DIVIDED EQUAlLY FROM THE HERBACEOUS PlANT LIST "\ - - ~ J; AREA DRAIN NO PlANT ZONE SCALE: 1"= 10' "\1, --- - . 10' 20' -I 10' o .-- 'J -.:-:- "1 .- '" . ---- "'3' . ----- -...s:l-- \7 '''\1 ~ .-- '" -<J ,,,- - - "'1\J . ,\7 'f":". .~ - , .- -- ~ v "\1, - -- ' l Ot 13 (Xl~3 s:: \S) -- \\) ~ q)s: t:L~ ~. "\5 CO ~ s:s ": · U O'~ \) s: ~ \\) ::l 'en s::: cd . I ~ bJ:) s::: . ...... ~ s::: cd ......-4 ~ CJ) I cd ~ 00 . o .. ] t:Q Cl) t)) t3 ~ o ~ V) ..........:;) t3 .~ ~ ~, o~ ~(J) ~ (j ~ e3 '~ ~ C ~ ~ ~ a ~ ~ ~ ~ o U ~ 8 ~ ""d ""'-0) ~ .~ 1;; ~ .~ ~ ~ I' i Ii b ..- ....... 0 II 0 s: ..- ..- ....- ..- .......... ~ ~ ~ C'J N ~ ~ f.: ttl ttl ttl .......... 0 0 0 00 c: ~ g ~ ~ ~ ~ E-- U ~ tij t:L1 E!:! E!:! E!:! ~ 8 ~ g ~ > > > t:L1 ~ t:L1 0 tl. cz:: cz:: ....... ....- "', 1l) ~, CX) cij "'6 ~ - Z .E- - 0 ..0 ::3 ..... fJ} C/1 I ..... ~ :> J:i! 0::: .......' SHEE' 1 \ LA-2 of 3 2 J 11 I .~~.~~,~I~iAW~J:NItIiliaLil'wJ.i~,~~~ s:: \)") -- \S) ~ iUs: ~~ ~ '"if) CO ~ t RING OF 3" ROUND ROCK 8" DEPTH ZURN MODEL Z348-77 DOME lYPE AREA DRAIN W/6" OUTLET WIDTH VARIES ..... ...... SLOPE 0.50% ....... 'V ~ <.0 , ~ ~ OUTLET PIPE PER PLAN AREA DRAIN DETAIL NTS p'f""'''"lill'l'''.' '.-''''''I'~'..'-''"''~' "Ill : ~ o ~ ~ ~ o (l) tJ) (j ~ o ~ V) t i REFER TO PLANTING PlAN FOR DETAILED LANDSCAPING r:n. . I I ..' I cd I') <J) ~ <J) ........ cd ~ rn CHECK DAM PER DETAIL SPACED 25' DOME lYPE AREA DRAIN AS PER DETAIL ~ ~ ~ ~ o '-.) f. ~;~~N~JOCK ~~~~'W}~1 SLOPE ~V^"(~"(,(~"<{~ r\ -~~_. ~' /A //. ,~ /~ //~ /A /.. //,,//.'~v.,(0<'<<~~,^,-~~~,,~~~~ 7');, .7~VX ~'X 7~ VA 5-' STORM DRAINAGE PIPE PER PlAN ~ (j .~ ~ ~ ~~ ~ ~ ~ ~ I 1 ~ IihV/:\Yh~/:~~~\' SLOPE 0.50%. _ . ~~ Y~~l_ '~,~AV~' ~~fi'V~~~ &<~~' ~'}.~~~~>>)~~AV^Y... ~~7 e ~ 8 ~ 3 ..... .... ...... . 55' LENGTH. ..... ..... OUTLET PIPE PER PlAN '"'d ~ ~ .~ ti1 ~ .~ ~ ~ VEGETATED SWALE 443DE~~L NTS ... ,;JiI;'u.-.i>i.'\!u,,!ill. ~" 1f.;j~'~~Ill,bl!l!.l61 ...- 0 0 ...- ...- ...- ......... ~ ~ ~ <"I N (; ~ f.: CQ CQ CQ ......... Za IX: 0 0 0 00 t- ~ ~ trJ ~ ~ ~ ~ tii trJ r::l r::l r::l '"") 8 E-c ~ ~ > > > ~ ~ ~ trJ tl. 0:: ~r " ~- '!~ i 1= ~ ...- ...- ......... f.{) ~ ....... 00 c.ij ~ Z .E 0 ...c ::'l ...... en ~ ((l I ~ ...... f ~ :> a.. ,t: til ~- 1.1 0:: ~ ...- REFER TO PlANTING PLAN FOR DETAILED LANDSCAPING 7 ~:SE ,,I,' r, A .~~~>'... b'.~' ~%"<{ b ... . . 1,'0~ 'v~ '., "'0<..~ i . ." VARIES ~~'i. .: '.~ 3' MAX. ~~. .. bo.. . ".t> ~~. .: ~F ~. ~ ....:.: ~~ ~~'^ "<(~~%~~~~%~<<~,' t.. .. ~~>'.,. .b"~' ~~.D: t>~ .'. '., W~/i .' '. t> VARIES ~~,. : '1/ ~~.. bo.. . " .t>,. , 6" ROUND ROCK y>0~.v . f ~~~: ...... . I> , SPLASH PAD ~ '}) 1> ~ , t>. ~stOPf , ~ ' ,X/)'//LY//~ , ~ Y '/~"<(<<<~~~"<<~<~~~~~ ~''1~y~" '~~>>~~~~>>~~~~~~~~~~~~~~~~~' . ~ 7');, ,,,.')... '7X '7X '7).. V).. '7 STORM DRAINAGE PIPE PER PLAN i OUTFALL PER PLAN ~Z~~~E ~ " .., WALL BLOCK "". '..~" . ~ I> . ~A.).,~ . ." ~'\<<~, ....~..,~~ APPLY 2" PEA GRAVEL . '. , ~ 7roR SOIL STABIUZATlON ,,':' ~. '.' ~ ~ .t:-. '. . ". ~ ,~~/ 1.33' 3:1 SLOPE ~ I'..,~. .': ri~' ~ ~~<<<~<<~~~/~~""~V~~ '/<~~Yk~~^~~~~~~~~~~~~~~/ '-"':~ ~):::y>>~^~'M"}"-"':~" :0.." .",~, 'x ''>x'7'>.. '7X '''$' ... I...~, . '1> : ~~'\Y .,~ .... ~~ ~' ....~..~~~, ". . ;~~ . b:. "t> ,Lt>. " ~~ , . 'L0)~ , . .~~ .~" .~ ". .~.~~~~ .~"., .~~~ ,. ~~~~~'~,,-'~~~v~K<<<<< Y~~~ ~'~,~,~,~~,:( /' //.~~ '/'/f'/'/}!'.//.V /'):7/):7 //Y//~ / /'.//2lrL2i'// ~~~. ., ~~~' ~~7~0>"')'AY~~~XY~ ~~7 --- CHECK DAM PER DETAIL SPACED 25' DOME lYPE AREA DRAIN AS PER DETAIL SLOPE 0.50% ...... --- t 3 2.0 .......- BOTTOM' ---- . LENGTH VARIES 100' MIN. ..... ..... OUTLET PIPE PER PlAN 10.0' WIDTH .... ....... SHEE' 1 ' ~ ..JA -3 " 0',' 3 VEGETATED SWALE 444 DETAIL NTS 2 \3 o~ t3)a.~S