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Home My WebLink AboutPlan, Tentative APPLICANT 7/25/2008 SITE REVIEW PLAN SET FOR LOT 2 OF ~. J. -Av1v1:~ ~)~S-,A_ JA,( S.E.1 /4 S.E.1 /4 SEC.30, T.17S. R.2 W.,W.M. SPRINGFIELD, LANE COUNTY, OREGON A \ \ 00 III f .11 ~((17- 8 ~ ~ (, - f'..O E o.......~t")O ~ o.q.'~an() N f'.. 0'), N ai r"'" 0') t") 'C: '-'.J. l.LJ N' '- - ...-4 · ...... ~ 0:: g ~ E ...... ~ (I) 0 .q. -c o ~. -- c: r,..,. ..... .....: (:) :; - C '-'.J. 0 (I) r:d an :; 5 ~ 'f ~ G: -eJQ O oC).. 0 . 0 z ~ .. @ , ~8:o~:g (I):J: () a.. en TL 900 HI APPUCANT / OWNE~ ACR PROPERTIES, L.L.C. JOHN HAMMER 555 LINCOLN ST. EUGENE, OR. 97477 PHONE: (541) 683-1166 ~ .~ PVT. JOINT ACC. ESMT. 03:: q........... f6a:: 03:: q........... f6a:: PROJECT COORDINATOR ENGINEER / SUR~EfOR OLSON & MORRIS 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97401 PHONE: (541) 302-9790 FAX: (541) 485-3253 SCAlE: 1"=100' 100' 0 100' ~ I, 200' I ...- c::::> c::::> 0:::: ~C) -.J-.J l- I!?~~~ ~8/~ ~ ~ ~ ~ ~ ~ ~ ....~ ~ ~~li-W~~G~; J€ ~ ~C lli c::::> ...- c::::> c::::> ...- 0:::: ..- 0:::: ~C) ~C) --' --' --' --' l- l- ~.S) ^'3~ Q2 ARCHITECT ss .f~W I \,..,...~.. eutrf,..,~s , z, S-o 64 ~I\o\ot.\.+ ~A-' I -s.k.. lb'S" EUGENE, OREGON 97401 PHONE: (541) 485-8383 25.00' PUBLIC WETLAND MAINTENANCE EASEMENT TL 4000 LOR VICINITY MAP NTS NOTES: 1. THE PROPERTY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1161 F AND 41039C1'I62 F AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. 2. PROPERTY IS ZONED HEAVY INDUSTRIAL (HI). THE PROPERTY TO THE EAST IS ZONED LOW DENSITY RESIDENTIAL (LDR). ALL REMAINING PROPERTIES WITHIN 100 FT. ARE ZONED HEAVY INDUSTRIAL (HI). 3. EXISTING PUBLIC AND PRIVATE UTILITIES ARE SHOWN. PROPOSED PRIVATE UTILITIES ARE SHOWN ON SHEET C3. PRIVATE UTILITIES (WATER, ELECTRIC, PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTILITY PROVIDERS. 4. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM. 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 TYPES ON THIS SITE ARE COURTNEY GRAVELY SILTY CLAY LOAM, MALABON URBAN LAND COMPLEX-WELL DRAINED AND QVLEY URBAN LAND COMPLEX-POORLY DRAINED, WITH SLIGHT EROSION FACTOR. TL 4201 TL 4200 LOR LOR TL 4300 LOR ~ ~ ~ ~ ~ 00 rd. ...,:> 0) ~ LOT 7 HI TL 300 MAP #17-02 ~ o ~ ~ ~ a TL 4301 LOR TL 4401 TL 4400 ~ LOR LOR ~s ~s::.o\. ~ r ~"'r "\.., ~ ~ TL 4500 ~ S>~ LOR &~ ~ l\::, "'r ~ $:1 ~~ ~ ~ ~ ~ (/) I ~ b ~ E3O~ s C\1 ~ oo~~ gs ~ ~ 00 ()) rn ~ ~ ~~ ~ I~ ~ · ..... v 00 :J:: ~ "'f-,.) ~ ~ o \...) TL 4600 LOR LEGEND ---- .....-10.00' P .U.E. 335.0S LOT 5 HI TL 100 MAP #17-02-30 44 EXISTING UTILITIES (I.E. lV, PHONE, ELE & GAS) EXISTING CULVERT EXISTING WATER LINE EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WA'::>ltWATER SYSTEM EXISTING STORM DRAINAGE SYSTEM EXISTING CLEANOUT EXISTING AREA DRAIN EXISTING CURB INLET EXISTING STREET LIGHT EXISTING lV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT EXISTING GAS RISER EXISTING GAS VALVE EXISTING STREET TREE HEAVY INDUSTRIAL LOW DENSIlY RESIDENTIAL 'UTIL - ~ ~ ~ ~ TL 4700 N f'.. t') 0') TL 4800 . --=- r+- 29~ ~ w ::) a: '0 o o - ~ ""-0) ~ .~ ~ ~ .~ ~ ~ TL 4900 . ~ ~ TL 5000 TL 5100 EXISTING FIRE HYDRANT -- -. -0 C f'1 l --- 20.00' P. u. E. , LOT 1 4 '111 10 YEAR TIME rJ TL 1600 OF TRAVEL . MAP #17-02-32 2~~ 10.00' P.U.E. /\ ~ / :JL1_. &P':_:===~~~ _ .c~..~ ~................. I - -'- ---:;:::;. 7 ~ '...- - ...:...::::::::. - ~~ - / / / ~ ~;:? - -, _ - LL~_~ ~ r . '-t L::::Jo ~r-- - ~ ~. b 1"1. ,." t') II 0) :: ~.t') ....... .......... ~ ~ ~ 0 ....... ~ ~ ~ CQ CQ CQ .......... 0 0 0 f'.. @ 0:: t ~ t.tJ t.tJ t.tJ ~ ~ ~ ~ ~ t.tJ t.tJ t.tJ t.tJ a - - - <( < > > > ~ u ~ t.tJ ~ 8 0 (J} tx: LOT 4 HI TL 300 MAP #17-02-31 11 , LOT 3 HI TL 200 MAP #17-02-31 1) LOT 2 HI TL 100 MAP #17-02-31 11 4.23 AC 00 ~. '" N """'-- . t'" L :to) V\ ~ J . .. t -A Q ~ r.n. , ...... fI/ >- ~ !:iI IX: .. - TL 100 HI Sf~EE~' ~~D EX C 1. SITE ASSESSMENT PLAN C2. SITE DEVELOPMENT PLAN C3. SITE GRADING PLAN C4. SITE PAVING PLAN 05. WASTEWATER/WATER PLAN 06. S7iORM DRAINAGE PLAN C7. CIVIL DETAILS C8. CIVIL DETAILS EC 1. LAND DRAINAGE AL TERA TION PLAN LA-1 PlANTING PLAN LA-2 PlANTING DETAILS A 1. BUILDING FLOOR PLAN A2. BLflLDING ELEVATIONS A 3. lR.A-s1+ e'Oc(.oSon.e" OcrT~IL- @P 20.00' _ _ P.U.E. LOT 1 HII ~ TL ,J]OO MAP #17-02-32 22 ---- I '0 o o C\I ....J --=~ +'11"'1 - ;;;; , , " II"" I I II ~~ 10' X 150' PRIVATE , , I , , , 1I1II - ~,.. I RAILROAD - - - _ . . . . . . . .-1. -11ft 1 1 1 1---11 1 II 1 1 I 1 1 I I ~ =, ~---' -LJ --h-_SPUR~S~MENT - _ _ _ ' 1 , If , t+t "H+H+.I +t-+i- . _ _- ' ---- , r -,----- , , 1 SOUTHERN -- MAP 17-02-32 22 r--- TL 200 HI -- -- SHtt'I' C~ - .-- 200 HI MAP 17-02-31 --- .". 0" 8 ASSESSORS MAP 617-02-30 44 TAX LOTS 100, 200, 300 & 400 , J ?f?[200g -r oooc!J I PR E - 3Jl&il'\ (\ '( N-r (}Jt 77-7 6 \1E""ttftJ I *Ttvc HAMvV\~(L ,L,- 7Pr~f:S , P~C'O ,. ..."" It-) \ .~ \ ~ r"'-- · (- '-~~) ~\.L . ~ ;:S~ I - ~ ./ E-t :J ' [g I 1 I -,....) ~ .~. I , 1 J ~/- ~. 101 ( .1 ) \~I lJ 't-i. I J '.~h_ l :i) o ~l -(I) ( '., ~ ~~. f I I . ! , ! , --" --l ,- . I~' I, , " .1 EXISTING UTILITIES (I.E. lV, PHONE, ELE !OJ EXISTING CURB INLET & GAS) * EXISTING STREET LIGHT -L , ~ EXISTING CULVERT .. PROPOSED PARKING LIGHTING SCALE: 1"=30' EXISTING WATER LINE II EXISTINGlV PEDESTAL EXISTING WATER Mt I tR 30' 0 30' 60' [E EXISTING TELEPHONE PEDESTAL EXISTING WATER VALVE ~ EXISTING ELECTRICAL VAULT EXISTING FIRE HYDRANT llil EXISTING GAS RISER EXISTING WASTEWATER SYSTEM rJ EXISTING GAS VALVE EXISTING STORM DRAINAGE SY~ I t.M o EXISTING STREET TREE EXISTING CLEANOUT LEGEND UTIL 12"W [W] @ ~ ~ 8"WW @- 24"SD @ ((,A....c ~"1" PfOJvc.~ ') 1 TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK EX. BUILDING EXISTING I - 20.00' _ P.U.E. - EX. 10' X 20' P.U.E. TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK -- C>.. ~OW ~o . en .:::> - 0 . ~C">Ja.. - --- -- 8=24-04'37" CH=N83-33' 41"E R=535.00' AL=224.8t CL=223.17' t- --- - S 0~6'OO"..W 147.71' - - I N 84.24'00" W 22.28' "'/~ -----..... - --- - S 05.36'00" W 126.72' - PROPOSED 6'. CHAIN LINK FENCE --0 DEVELOPMENT PAD GRAVELED EX. CHAIN LINK FENCE o · :--0-- 0 - ~o- . -- .... EX. 10' X 150' I PRIVATE r 1 RAILROAD SPUR ~ENT -1 f 1 -~ J -" \ \ PROPOSED TRASH ENCLOSURE AUTOMATED GATE ,W*o HNO'l lNO'l 9NI<<vO'I 9NI<<V01 \ 3 BICYCLE PARKING C">J 26.00'. ./11 f f ,i I o. ~q. 0') C'\I - ""- .;1 I 3:;- ~ - 0_ o ;,..- : r C">J - ;,.- , ::0._ f iz.- -- ..... 30.00'. -- _-0 __ R=5.00' ..... .. ...... . .... .. ..... .. .... ........ ...... ....... ....... ....... ....... ...... ....... ...... ....... ...... ....... ....... ....... DOOR :::::::::=::: ...... ....... r -, .:=:::=::::::. I ....... ...... I ....... ....... ...... ....... .....+. ....... ....... tl Q . =5.00' 10.00' TYP. - '/, /. I R= 7 .00' b an ci ~ =4.47' -..,. j -~ 10.00' TYP. I S: ~ .<0 J '. 1 I /1 M ~ . I I ~'I 'I~ J , . ~~S~~I ~~~~ 1 ----.. b g ll) " -(D1~O~..i' -' SIGN 3 BICYCLE PARKING R=6.00' tJ f b o oi ~ I '- -.. ,/ .G6!LCALL . ~. -....-. BOX N 05-36'00" E PROPOSED TRASH ENCLOSURE ~ -,0 0) L..... =100.00' R=5.00' R=4o.00'l 1.. . 11 ._ -~5.00'~ - -f'--, f"\..... PROPOSED 6' ) - CHAIN LINK FENCE ... C/') gE:31- --<...>2 .?<<...>L&.J (O<(C5 "">I-en . 2' :<r ~OW -::> ..--- ^- ~ EX. 10.00' P.U.E. TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK ( VA-GAt1-J'T ') ? f i --1 I ;:: . ::> , I t I 'J :J :J :J r.1 f.) (J r z ~ ~ ~ ::> o 00 ~ < o ~ ~ Q2 C,) r;:: ...... C,) ~ EX. - 75.00' - RR ROW GENERAL NOTES: 1. LOCATION OF UTILITIES AS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL HAVE SERVICING UTILITIES FIELD LOCATE UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL PHONE NUMBER 1-800-332-2344. 2. CONSTRUCTION OF ALL PRIVATE SEWERS SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTHORITY AND AS SPECIFIED HEREIN. SEWER AND MANHOLE TESTING SHALL COMPLY WITH THE CURRENT OREGON STATE PLUMBING SPECIALlY CODES AND THE LOCAL AUTHORITY. 3. THE CONTRACTOR SHALL OVEREXCAVATE ALL AREAS WHERE SUBBASE COMPACTION DOES NOT MEET THE REQUIRED STANDARD SPECIFICATIONS, AS Dtl tRMINED BY FIELD INSPECTION AND TESTING. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED GEOTEXTILE FABRIC AND COMPACT GRANULAR BACKFILL MATERIAL. CONTRACTOR SHALL COORDINATE ALL INSPECTION AND TESTING WITH THE PROJECT~e~"'e~:",.\)1c.""'- ltU("foIte-ll.. 4. PROVIDE SHORING OF ALL TRENCHES AS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES. 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 IMPLEMENTED. 7. THE CONTRACTOR SHALL EMPLOY CONSTRUCTION PRACTICES WHICH WILL MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CONSTRUCTION ACTIVITY. THE PRACTICES SHALL COMPLY WITH THE OREGON. DEPARTMENT OF ENVIRONMENTAL QUALIlY NATIONAL POLLUTION DISCHARGE ELIMINATION SY~II:.M 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. I SITE DATA TOTAL SITE AREA = 184,259 SQ. Fr. (4.23 AC) LANDSCAPE AREA = 46,2bQ SQ. FT. (25.09%) IMPERVIOUS AREA = 87,710 SQ. FT. (47.62%) TOTAL BUILDING AREA = 50,280 SQ. FT. (27.29%) REQUIRED PARKING: TOTAL REQUIRED (1 PER 500 SQ. FT.) = 101 TOTAL PROVIDED = 105 SPACES HANDICAP SPACES REQUIRED = 5 HANDICAP SPACES PROVIDED = 5 BICYCLE PARKING REQUIRED (1 PER 3,000 SQ. FT.) = 17 BICYCLE PARKING PROVIDED = 18 14 SHORT TERM, 4 LONG TERM NOT]!;: 1. LONG TERM BICYCLE PARKING WILL BE PROVIDED WITHIN THE PROPOSED BUILDING. 2. PARKING LIGHTING AS SHOWN. PAC LIGHTING WILL ALSO BE PROVIDED ON THE BUILDING. S e f! B \/. ;"'0 ,,.jl. ~ \-eV.q..T'O~ (J1,,41t..) FoIL lo '~""'O o...t, A 00 ~~~ ~ 1.1 j (( ~ 8 ~ ~ I (., _ f'..O E o.......~t")o o.q-.~t.O() N f'.. 0'), N ai 0') t") .- W NIt: 1-0000anO ::Jot")ooE en __V-g .....: (:) :; - c c.n-'an"-C !:!:!-;1;g O~ ..""""'''0 o ~ ~ .. @ 000:: ~...... , t") a.. ~ u.: "8 (1)0.. en ~ ~ o 00 . I o 00 . ...... ~ ~ o ~ ~ ~ ~ ~ ~ o t)) ~ ~ a tj ~ . I ~ I '"l ~ Q) S P-t o I Q) > Q) ~ Q) -I'") . ...... 00 ~ .~ ~ ~ "'i--,:) CI) ~~ ~ C\2 ~ "'i-:>~ o ~ ~ ~ ~~ ~ ~ ~ ~ .......:> ~ .~ 1;) ~ .~ ~ ~ ~ "'fo.,:) ~ o l) ~ ~ t:3 ~ . ~ ~ b ,..,., ,..,., ,..,., II en :: 00 ,..,., ...... 0 .......... ;>.; ;>.; ;>.; 0 ..- ~ ~ F ~ ~ ~ .......... Q 0 0 f'.. p:: tr: E-c g ~ ti! ti! ti! U tii ~ ~ ~ ~ ti! ti! ~ ti! --:> ..J - > < ~ -( > > u ~ ti! ~ 0 Q 0.. en a:: u 00 ~ "" ~. t- ~ ~ - Uj :J. Z .t 0- ..A """"l ~ r.n. """"l ~ >- IJJ ~ c.:: ....:. SI-l~J~' l' C2 of 8 P SU6M\Tf REC'O JUL 2 5 2008 - TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK I I :J :J :J :J :J I ? EXISTING - 20.00' r- , P.U.f. - 1 TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDU:" I t<lAL PARK -- \\ c>.. ~0La.i ~o . en . .:::> -0 . [JC'\ICL -- - -- - -- ,- - -- -- -, - - - 476.42 FG - -- EX. 10' X 20' P .U.E/l .I ___ ~:~~l ' ::. ~ -.... - I r EX. 10' X 150' PRIVATE 1 RAILROAD SPUR- EASEMENT (I - -.... 483.00 TRW - ~ 475.0 / 47 . Ai 48t:'66 TRW : II 477.0 Q 476.0 - 477.73 GRATE 477.83 AC/CONC 477.83 ,lAC . '- -,,, 478.45 lAC 477.76 --.I ~ 478.45 l.J 477.53 AC - --- 1 \ . z ~ ~ ::::> o rn =}j) 1/1 1 LJ I r i I 1-6~:'t · I 1-1 4l.~O . I @J .. : ~ . ROADW1} .11/.1 r:J .I . > I I!~ ~ f III ",-. ...::J }WJ g · '~74.76 I '/. E-t 'Ex TC . .. [g .474.96/!. )1"".' ~ EX BW " . . \tW ~ · . I,' / I i-1~ I qu 1 Ie> I "/" , C) d~ ~ 1~~p .L-~I' ~~. L/ GRATE 478.31 g, 'AC' ~ -. .. J... ~ .......... - :78.3;; - AC L I 1 . _ 477.81 I AC ~<J' LL- 478.26 - AC 477.72 GRATE ... J I A' '/4~'~ EX TC !J.(J)/ I' r~:~11 ;b ~H@/ I f (L\~)lfl . ,f;! 478.66/ AC 475.15 EX BW EX. 10.00' P.U.E. 476.52 AC .. C/) 8t[11- "-02 ';<0lJ.J <o<Ca5 t')1-(/) .2< [j5lLJ -::> - I 477.68+ -r!1 GRATE__ * tf TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK A C I 00 =--- - ~~~ ~ ...... CD CD ~Q)~ ~ ~.~ J3 (( ~ 8 ~ ~ I (" _ f'..O E Of'..~l")o ov'~ 10 () N.......crNai w 0') N t") 'E ~o::g~E u> 0 V "'C _- c: .....:g:;-;:--g u>wanvo --an en o ~ .. ......,.(5 oZ ~ ..@ 00 0:: X -+oJ , t")~ ~ ~l "~- SCALE: 1"=30' 30' 0 30' ~ 60' J ~ ~ ~ 02 LEGEND 'UTIL EXISTING UTILITIES (I.E. lV, PHONE, ELE & GAS) ) ( EXISTING CULVERT 12"W EXISTING WATER LINE ~ EXISTING WATER METER Q9 EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT ~ 8"WW EXISTING WASTEWATER SYSTEM @ 24"SD EXISTING STORM DRAINAGE SYSTEM @ EXISTING CLEANOUT @ PROPOSED STORM MANHOLE IJflI PROPOSED CATCH BASIN IQ] EXISTING CURB INLET *- EXISTING STREET LIGHT IT] EXISTING lV PEDESTAL If] EXISTING TELEPHONE PEDESTAL ~ EXISTING ELECTRICAL VAULT [ill EXISTING GAS RISER rJ EXISTING GAS VALVE 0 EXISTING STREET TREE ~ ~ o ~ 00 . ...... ~ ~ o O;>! ~~ ,,~ r~ ~ ... 8:::f <0 I-li:...: f/) ~~~"8?i1 f11l!~f!; ~ ~~ ~ X ~./~ ~v lli ~ ~ ~ ~ ~ o t)) ~ ~ a ..........:> .~ ~ ~ ~ cd ~ . ~ C/) ~ ~ ~ b.O Cj ~ t\2 ~ e..-4 ~ · c..J ~ cd ~ ~ ~ ~ ~ ~ ~ .~ ~ ~ 00 ~ ~ u ~ ....., C,) Q; ~ ~ ~ ~ o ~ GRADING LEGEND ~ ~ ~ < PROPOSED GRADE EX TC EXISTING TOP OF CURB AC ASPHALT GRADE BW BACK OF WALK CONC CONCRETE GRADE FG FINISHED GROUND GRATE ELEVATION OF CATCH BASIN GRATE FLD FLOW LINE OF DITCH TRW TOP OF RETAINING WALL ~ ~ ~ .~ ~ ~ .~ ~ ~ . ~ ~ EX. - 75.00' RR ROW NOTE: b tt") tt") MATERIAL SUITABLE FOR ~ I KUCTURAL FILL tt") II (7) :: 00 tt") ..- SHALL BE PLACED UNDER BUILDING AND COMPACTED ~ :>.; :>.; :>.; PER GEO- TECH REPORT. 0 "' (:) t:I F en en en f'.. Z ~ b:: Q Q Q t> ~ (:IJ (:IJ (:IJ :I: ~ ~ ~ tii (:IJ tii (:IJ ~ tIJ ~ ...J :> - ~ ~ <( > > u (:IJ fi1 fi1 Q (fJ P::: J - 00 ~ 1\ ~ t" \- ~ '" rij ~ ~ . i ...J) ~ en. . ...... :i > <::);. Ji1 ea:: -... SH~~.l' C3 ..,. o-~ 8 · Stl~M\TfA' PFC'D JUL 2 6 l008 - - Tl 1600 MAP #17-02-32 22 lOT 14 OF HAMMER INDUSTRIAL PARK Tl 1700 MAP #17-02-32 22 lOT 1 OF HAMMER INDUSTRIAL PARK EXISTING - 20.00' t-- P.U.f. - - J \\ <-' ~bw ~o . <n .::> x~o.: f.&j ------- - -- ----- -- - - - EX. 10' X 20' P.U.E~ /L - r - ------- , , () ~CJ ~~~. - --- -- -- -- - - ----. 1 _ _ ~TYP. 0102 LF ... _ ~ TYP. -- --.-. ..-- "'- - - ~ - . =--=- -=--- =1~1~/~"'=I= = -'= = '=-"='=-=r=/~7~"=7-~~ tt ';';.;.;.;. J ~ L I~ · /'-'. 11 \36 (F I ~ i.'.;r;~~~; 504 SF~ 11TYP.~ \ 10 TYP.~ ;/ ~10 TYP. ~ . 210 SF,\/, ({ttj~ '~SF~ ~ 61 38~f\~ ,OLF <>> wt~ !3TYP.~,,~~~ iNOZ iNOZ lNOZ A ~/;J lNOZ I / lNlYl I lNlYl IlIIIUVO'l llIIIuvO'l 9N1UVO'l IlIIIl/II. 0'1.: =. 9NIavO'I 9N1UVO'l 9N1UVO'l ' , ~:: ~ = ' , - , ..... - - 0517 LF -o-~0--0--o- ~ -0-- ~ _ ::<>- --0- --0- ---- 1/' I.W I EX. /1 -i-I/. -62.00-_ I I 11 1 ROW . I 1 EX. ~ I-- 40.00' 19 1m. ROADW1) I I I r4, I I >- . < .....;,/ ;$/ ~ rl" [g I . (r7:' ~ II b~~ .' f ofJ)- . . (.?r " I Ie (o ' . I Z' ~ ..<n v~~~ l-c-, \~.D y- - ---- I - Lr /1:-1 ~219-LF/~11;j - - ~ ~ 504 SF ~ .......... ...1 l. . . . . 1.- _ 81,436 SF <3> ~6;/1~ ~180SF -J. _..J ....... L J I ~ 3:: 00 , ' J Ig~._ 19' I (/) rr~/~1 . 2/' t-~ " ' X ...J /. J/ IS :/' I -~ I I I I I I - , ..... 8 TYP. 0 .. (I) 8[{J..... --<..>Z X<..>l.U <o<(Cj rr).....<n . Zl5 ~o -:> EX. 10.00' P.U.E. ..... -=:.. .Q;..-.r\., Tl 200 MAP #17-02-31 11 lOT 3 OF HAMMER INDUSTRIAL PARK ;f- / , I f - -J ~ < o t:t: ::1 < t:t: . C,) E;; ...... C,) Q; . , z ~ r;z;1 ~ :::> o rn I . J . L _ EX. 75.00' - _ RR ROW I i - H I SCALE: 1 "=30' 30' . 30' 0 - LEGEND UTIL - ) ( 12"W lW Q9 ~ ~ 8"WW @ 24"SD @ IQI * rn [f] I2SJ [ill rJ o A c L. \ - , --... 60' ~ ....... .......0 E C)f'.-O')t") 8 C).q-S;~ai N....... , t").c: O')NI'- 00 ~o:: 0 an E · ...... :5 0 t") 00 ""C ~ (I) _ v c: ~.. -...--c _ ..... . (:) v ...... c O ~dev g iI: eo ~ o~w ..@ ....... ~ 0:: 5 ~ :g , t") a.. :J: () (1)0.. en - ~ ~ o 00 J b I 1V PHONE, ELE EXISTING UTILITIES (I.E. t & GAS) EXISTING CULVERT EXISTING WATER LINE EXISTING WATER Mt I tR EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWATER SYSTEM EXISTING STORM DRAINAGE SY~ I tM EXISTING CLEANOUT EXISTING CURB INLET EXISTING STREET LIGHT EXISTING 1V PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT EXISTING GAS RISER EXISTING GAS VALVE EXISTING STREET TREE ~ ~ ~ ~ ~ .~ ~ ~ ~ oj CI) . t ~ ~ ~O'"t3 ~C\Z~ . ...... ~ >- 0 oj ~ ~ ~ ~ ~ ~ CD 0 ~ -1--- ~ ~ . ...... ~ 00 ~ ~ EX. 10' X 150' PRIVATE RAILROAD SPUR I EASEMENT <0 CONSTKUCTION NOTES CONST EXTRUDED CURB. S ! ~ ft-te r c., ~: CONST W~EEcL OSNTO~2tt CRU~HED ROCK WIT NTH )FABRIC CONST .i. A \;; I t OR EOUIVALE . 15. UNDER ROADWAY (UNO R 1" CRUSHED ROCK. CONST 4" CONCRETE OVEONCRtlt OVER 1" CRUSHED 40. CONST 6" REINFORCED ~ 0 C BOTH DIRECTIONS. 41. ROCK W /#4 REBAR 12 LOSURE. PS PER DETAIL CONST RECEPTACLE ENC 44. REFER TO SHt.Mt~UZ~ ACCESS RAMP WITH CONST ADA CO 57. DtltCTABLE SURFACE. D Il:.CTABLE SURFACE. CONST CONCRETE WITH t R GEO- TECH DETAIL. 58. CONST RETAINING WALL P~ PER DETAIL REFER 60. CONST BICYCLE PARKING 61. TO SHEET C7. . IPE 'TRAFFIC WHITE'. 90 PAINT 4" WIDE S I K 'T FFIC YELLOW. . PAINT 4" WIDE STRIPE :ABLED PERSON SIGN. 91. INSTALL POLE MOUNNTTEEDD DISABLED PERSON AND 101. INSTALL POLE MOU 102. VAN ACCESSIBLE SIGN. . ~ . ~ ~ C t3) ~ ~ o ~ ""f..,;) ~ C C..) ~ ~ ~ '1:3 .......:> ~ .~ 1;) .~ ~ ~ 0 ,." t") t') II 0> :: 00 t') ...- ~ :;.; :;.; :;.; 0 /Xl /Xl /Xl ...- ~ t:J F 0 0 0 ....... it: IJ;1 ~ ~ IJ;1 IJ;1 f'.- ~ ~ t ~ ~ IJ;1 IJ;1 IJ;1 - 8 tii IJ;1 - > > g > ~ <( ~ ~ IJ;1 - ~ ex: 0 A.. . N01'~kTERIAL SUITABLE ~u~L~1~U;~DRA~0~~CTED SHALL BE PLACED UNDER PER GEO- TECH REPORT. 09 ~. tI\ ~ r "" ~ 'l\ cij .4 5 j t-I ~ ~ I :> J. t:;tJ C!: -- SH~~t 1 ' C.~. .... O'~ 8 PRE-SUaMITTAI PFC'D ~ JUL 2 5 2008 }~,_.;..--~-' LEGEND j 00 Jm f.( t m(rrl 8 ~ ~ ('\ ~o ;- Of'..~t")o ~ o........~an() N f'.. 0'), N ai 7""'" 0') t") .C: '-'.J. W N I '- ...-4 · ...... ~ 0:: g ~ E ...... ~ en 0 v -c o ~.. -- c: r,..,. ..... .....: (:) :; - C '-'.J. 0 en r:d an :; 5 . I ~ G: -an en Oc> "-0 o f oZ ~ ..@ , ~8:o~:g (I):J: () a.. en WA~T~YfATER STRUCTURE TABLE WW co #1 WW CO #6 6" FL OUT (N)=470.90 FL OUT (N)=476.35 RIM ELEV.=476.07 RIM ELEV.=478.26 UTIL EXISTING UTILITIES (I.E. lV, PHONE, ELE & GAS) ) ( EXISTING CULVERT 12'W EXISTING WATER LINE lWJ EXISTING WATER METER ~ PROPOSED WATER METER ~ EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT ~ 8"WW . EXISTING WASTEWATER SYSTEM @ 6"WW ' PROPOSED WASTEWATER SYSTEM @ 24 "SD . EXISTING STORM DRAINAGE SYSTEM IQJ EXISTING CURB INLET * EXISTING ~ I KEET LIGHT rn EXISTING lV PEDESTAL II EXISTING TELEPHONE PEDESTAL rg] EXISTING ELECTRICAL VAULT [ill EXISTING GAS RISER rJ EXISTING GAS VALVE o EXISTING STREET TREE WW CB #1 2" FL OUT =472.80 GRATE ELEV.=474.30 L' ~ SCAlE: 1 "=30' WW CO #7 FL OUT (N)=476.12 RIM ELEV.=478.26 WW CO #2 6" FL OUT (NW)=471. 79 RIM ELEV.=477.53 WW CB #2 2" FL OUT =472.80 GRATE ELEV.=474.30 30' 30' 60' o TD #1 4" FL OUT (E)=474.73 GRATE=477.73 WW CO #3 6" FL OUT (N)=471.99 RIM ELEV.=478.40 TD #2 4" FL OUT (E)=474.46 GRATE=477.72 WW CO #4 6" FL OUT (NE)=471.12 RIM ELEV.=476.32 # '* n CONSTRUCTION NOTES I .. 209. CONNECT TO EXISTING STUB. 220. CONST 6"X6"X6" WYE. 230. CONST TRASH DRAIN AS PER DETAIL. REFER TO SHEET C5. 250. CONST STD. CLEANOUT WITH CAST IRON LID. 279. CONST 4" PVC W~ I tWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 280. CONST 6" PVC WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 290. CONST 6" CHANNEL DRAIN. 415. CONST DUAL CHAMBER CATCH BASIN WITH SUMP PUMP AS PER DETAIL, REFER TO SHEET C7. TD #3 4" FL OUT (NE)=476.70 GRATE=477.68 WW CO #5 6" FL OUT (N)=471.72 RIM ELEV.=478.40 @ EXISTING CLEANOUT {! I :J TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK EXISTING . 20.00' _ RU.E. TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK ---1 :J -- I -- I I C> Z" ;:::ouj en~::) - 0 . ~~o... :J -- -- - -- EX. 10' X 20' P.U.E. / . - " /, (j) WATKK CONSTRUCTION NOTES 500. CONST 3" PVC SCHEDULE 40 WATER LINE. 501. CONST 6" C900 FIRE LINE. 510. CONST 1 1/4" WATER MtltR FOR LANDSCAPE IRRIGATION. 511. CONST 3" WATER METER. CAN SUB~ III UTE 2" METER IF AVAILABLE WITH LOW FLOW CHAMBER APPROVED BY SUB. 520. CONST 6" DOUBLE CHECK AS PER DETAIL. REFER TO SHEET C8. 530. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GLANDS. 531. CONST 12" MJ X 6" FLG X 12" MJ TEE WITH RETAINER GLANDS. -,- ::J ~ ~ ~ ~ , \ o~\) ?~~. :J - -. - ~ c ~ (,\) ~ a --- - , '- - - --- J L -- -.. 1;1 ~ cd L I ~ ::-.. <J) ~ I ') ~ cd C/) ~~~ ~ ~ ~~~ s-=> 0 cd ~ ~ ~ ~ ~ ~~~ ~ ~ I ') .: I 00. -- .. - .... -- - -- tl - ~ .~ ~ - J __I EX. 10' X 150' PRIVATE RAILROAD SPUR EASEMENT -- -, - - - TO 111 230 Q '< o ~ :::J ~ ~ ~ ~ ~ o \...) LJ - - . .. ~ - t-J 61'1! ~ -- - ~ J t -- . 279 (,\) 8 ~ l . C,.-..-'-t.l... 6A-~;~~ I"", "I'''c. "- ~UJ 'htrO ,..~ <S~ ~ ,. -1-....,.1 s .ew~ S 1 ~ ~ (;..>; \l P 0 +<> ~\f~k. ~tc)'''.' ~ "'''''''P ".t.. \ u rz Jroo-f u < ~ '"ti ~ (,\) .~ ~ ~ .~ ~ ~ EX. DETENTION FACILITY .lJ Q (" )\ ~. \ &j ~:1 \, ): ~J ~ ~':: I f/ 1/ I 209_1 ., I r" 9 LF EX. SO MH #155 .,/ 280 lS=1.00%" . 15" FL IN (S)=468.28 yL,,' , /. C\I. 36ft FL IN (W)=468.28 /1. I EX. 'J-- 4t' Fl. OUT (NE)=468.17 . / - 'Hi I 62.00 -'- /. . .. I RIM ElEV.=475.02 / I .1 . ROW, . ..EX. WW MH /J5.B / r!., 4~~oL I ' I.~. 6" FL IN (S)=470.01 ~ I' ~ ROADWf\' CPJ-h I I 8: FL IN (E)=470.02 . I ~ I I ~ I I '- ~ 8 FL OUT (W)=469.97 I I I r4' , , · I ') :ct-( RIM ELEV.=475.07 . I. ;;:> I L' I I i'.' ," ,~ -1. .~.~, ~ 'ii' f (, './,:1' ) :s I II f'f ~ 1 T,' '" ~- - -"" . I. -. !,~ g I . ~~. ~;... '" _ _ _ ~ ",,' lii-iJ ~ 'I ~ . ~ ~..~~ fh- ./ I~. - ~ . ~ . -. (1~/1"1 I -J 'M EX - .-- l~, I~ : '~'/T' 1O.0C)' ~. ~ ,f ~;, ~, P.U.E. ~Q-j 'I G~ ~. I m%' (~[ljf ,~ \ ~ z ~ ~ f-f :::> o r:n . ~ Cl ,} I JL ~ ~ / ) { . \~/~ :J ~ b ,..,., ,..,., ~ ;:" ro,..,., ..... ~ o ~~ ~ ~ ~ ~ ~ g ~ Q ~ en :>.: :>.: :>.: ~ ~ (.'Q (.'Q (.'Q tx:o ex: Q Q Q f.iI til til til :I: >~~~ til [:f! til :> > :> .( ~ ~ ~ 8 'ul ! ,? I - -- - --- i ,,0 ~ t'\ -t!.. r- L.. ~ '" III - y - -- .....J . 63 LF S=1.00%' 279 III 250 - I =1= I I ~ j Q ~ ga \ :> ~ rJJ " "' - .-- - . , -.. ...-.I!l EX. - 75.00' - RR ROW ... J J --- --- .....-- -- . - -- /.:. 230 TO fI17 L J - ....... , .... .... - - - .. en 8t:]f- -<.>z .?<<..>lLJ c;o<eiii I"')f-en . Z<c ~oll.J -=> - I -- --- - - ---. - ~ - 230 TO ~ SH~b' 1 i C5 of 8 6 TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK ;J C1 .Sl;aM'TTA'. P~C'D JUL 2 2.008 STORM DRAINAGE STRUCTURE TABLE ST MH #1 ST" CO #4 12" FL IN (E)=471.92 12 Fl O~ (N)=473.47 RIM ElEV.-477.62 15" FL IN (SW)=471.82 15" FL OUT (NW)=471.82 ST CO #5 RIM ELEV.=477.0:l: 10" FL OUT (N)=473.87 RIM ELEV.=477.82 LEGEND CB #1 CB #6 CB # 11 UTIL EXISTING UTILITIES (I.E. lV, PHONE, ELE @ 8"ST PROPOSED STORM DRAINAGE SYSTEM 6" FL OUT (SE)=474.57 6" FL OUT (E)=475.92 6" FL OUT (W)=475.36 & GAS) II PROPOSED CATCH BASIN GRATE=476.07 GRATE=477.42 GRATE=476.86 ( ) EXISTING CULVERT @) PROPOSED AREA DRAIN CB #2 CB #7 CB #12 6" FL OUT (SE)=473.26 6" FL OUT (E)=475.56 6" FL OUT (E)=473.92 12"W EXISTING WATER LINE IQ1 EXISTING CURB INLET GRATE=474.76 GRATE=477.06 GRATE=475.42 1lJ EXISTING WATER Mt.1 t.R * EXISTING STREET LIGHT CB #8 CB #13 :m PROPOSED WATER Mt.1 t.R CB #3 6" FL OUT (N)=475.36 6" FL OUT (E)=475.44 IIJ EXISTING lV PEDESTAL 6" FL OUT (E)=475.52 GRATE=476.86 GRATE=476.94 ~ EXISTING WATER VALVE GRATE=477.46 lfJ EXISTING TELEPHONE PEDESTAL CB #14 ~ EXISTING FIRE HYDRANT ~ EXISTING ELECTRICAL VAULT CB #9 6" FL OUT (E)=475.44 CB #4 2" FL OUT (S)=472.80 GRATE=476.94 ~ 8'WW EXISTING WA~ltWATER SYSTEM illJ 6ft FL OUT (E)=475.54 GRATE=474.30 EXISTING GAS RISER GRATE=477.46 CB #15 <0 6'WW PROPOSED WAST8NATER SY~It.M rJ EXISTING GAS VALVE CB #10 2" FL OUT (N)=475.22 @ 24"SD EXISTING STORM DRAINAGE SYSTEM o EXISTING STREET TREE CB #5 2" FL OUT (S)=472.80 GRATE=476]2 6" FL OUT (E)=475.52 GRATE=474.30 @ EXISTING CLEANOUT I I I GRATE=477.02 1 :J . ! ST CO #6 10" FL OUT (N)=474.14 RIM ELEV.=477.20 ST CO #7 6" FL OUT (NW)=475.06 RIM ELEV.=477.72 ST CO # 1 15" FL OUT (N)=472.27 RIM ELEV.=477.34 ST CO #2 15" FL OUT (N)=472.67 RIM ELEV.=477.72 ST CO #8 12" FL OUT (N)=474.42 RIM ELEV.=478.25 ST CO #3 12" FL OUT (N)=473.07 RIM ELEV.=477.14 ST CO #9 10" FL OUT (N)=474.72 RIM ELEV.=477.63 -- -I EXISTING 20.00' _ P.U.E. I ~l ::1 I :J I :1 I L 9 -- --- 0 r'J TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK - c_ ?few ~o . (.I) .;:, - e . G5"'o.. -- -- EX. 10' X 20' P.U.E. -~ -- -- f - -- , \ \)~O ~ ~x.. -- 6" OUTLET ~ L=473.63 ~ TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDU~ I KIAL PARK -- r --.!!!!I I ~ - ~... l POSSIBLE FUTURE \ DEVELOPMENT \ o ~ ~ ~ ::a ~ -- 12" OUTLET ~ FL=474.12 ~ 100 LF f481'\ S=0.30%~ EX. 10' X 150' PRIVATE l J RAILROAD SPUR EAsEMENT f - - - ---- .- --I _ - @ CB #158 f1 ( I C,) ~ ...... c.> c: EX. Dt I t.NTlON FACILITY 9 ~ .\~,) ~ ,r~) '\.....',-, EX 15" FL=471.8:l- ' ~ ...J~ z ~ ~ ~ :::> o r.n j (,--. (' . ~\ < ~~ ~ E-t en :::> J:". - ~., ~I-~ ...... EX -, -r 62.0r)' J5h 1 , ~~.W 1 tEll' I 'ICa #~ c 40.00' ,h- I -~ fOAOrrJj_ ~, ~~)J ,-; I~' l',l J g ~ 1'/= I , :S 1 · j I ~iE I I !a c] /_. ~ /, I " rl? 1 ~f-flJ ~! .Iil.~ I to''''' c>1~ EX. ~! I r 10.00' ~. -J P.U.E. ,.w') ;::/ / '/i t- jJ~ 1 '1!!!J '/ , I - CB U11@ ~~O~2% @ co fL@ -.~' .M-II ' I, _~ ~ 1m. / ' 1 I r- " (tlJ] I~' ~.~.f/ f~H"1 _" 111:'1 ,) ,cn~ .. I " I ,~I Ie .".' z --;;-"'1' -(.I) .~i i=' 'to (!at 1'0 1'!i ~~ ~-l" ~/ CB~ 17 LF @ .-L EX. 75.00' - __ RR ROW @CB #3 -1 .. ~.l..... @CB #4 ....1 .... - - (.I) 8[{11- --uz XULU 'to<q:C5 1'01-(.1) ..z ~ (;5ollJ -:> @CB U5 II s-: ~ Co I - - TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK d ? c L ,~. SCALE: 1"=30' 30' 0 ,... -~ 30' ., 60' ~ CD ST CONSTKUCTION NOTES 413. CONST DUAL CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT AS PER DETAIL. REFER TO SHEET C7. 414. CONST DUAL CHAMBER CATCH BASIN AS PER DETAIL REFER TO SHEET C7. 415. CONST DUAL CHAMBER CATCH BASIN WITH SUMP PUMP AS PER DETAIL, REFER TO SHEET C7. 444. CONST 810 SWALE AS PER DETAIL REFER. TO SHEET C8. 445. CONST 3" ROUND ROCK SPLASH PAD. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 475. CONST 2" SCHEDULE 40 PRESSURE PIPE. 478. CONST 6" STORM DRAIN PIPE, ASTM D3034 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. CONST 12" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 482. CONST 15" STORM DRAIN PIPE, HDPE WITH RUBBER GASKET JOINTS AND TRACER WIRE. 4f)o. I.... S ~ It ~ ~J--f <" 1"b~""" MA.....U,,'O t..e" DRAINAGE BASIN AREAS AREA A = 2.27 AC to BIO-SWALE AREA B = 1.89 AC to WATER QUALITY MANHOLE TOTAL DRAINAGE AREA = 4. I to. 4<- AREA A FLOWS INTO THE PROPOSED 810 SWALE PRIOR TO ENTERING THE PIPED SYSTEM, AND MEETS THE REQUIREMENTS FOR THE SWALE LENGTH OF 100 FEET MINIMUM AND THE CONTACT TIME OF 9 MINUTES. AREA TREATED BY SWALES = 2.27 AC % TREATED BY SWALES = 54.6 % A 00 bOoo::-t 1l!J~- .s ~ ~ ~ Q) ~ ~~ ~J~ ( (--. - .......0 E o.......~t")o _~ o<or:t"O')tO~ ~ r"'" N b; , ~.~ '-'.J. l.LJ N I '- ...-4. · ...... !:::: 0:: g an E ...... ~. :::> 0 ~ -c o ..... (/) - - c: r,..,. ,.... .....: 9 :; ~ g VI.J. 0 (/) l.LJ an <or:t" 0 . I ~ ,..... G: - an JQ O -C> "-0 ~ 0 z ~ .. @ ., co a:: x :t:: , t") 0... 0 It 0 (I):c () a.. en ~ ~ ~ ~ ~ o 0:> ~ ~ a ~ .~ ~ ~ oj . I ~ P-t ~ C/) <1)~~ b.O ~ ~ C\2 ~ -. I ~ ~ oj 0 ~ ~ ~ s~~ ~ ~ . I ') ~ 00 ~ ~ ~ ~ ~ o C,.) ~ a ~ '"t3 ~ ~ .~ ~ ~ .~ ~ ~ . ~ ~ b rr> I"') I") II oo~ :: ..- 0 .......... ;;; ;;; ~ 0 ..- ~ t3 ~ CQ CQ CQ .......... Q Q Q f'.. g IX: t ~ t.iI t.iI IJJ tii ~ a: a: tii IJJ r::! IJJ IJJ g ~ - - ~ ~ > > > U ga ga IJJ Q 0.. en. 0:: U 00 -2. :! r ~ ~ ~ ::l . .. I ..J) 0 , ....... V\ fa I ., :> ~ liI 0::: - SH~E' 1 i C6 of 8 PRE.SUBMllTAl REC'D JUL 2 5 2008 00 be ~ ~ .s ~ ~ ~(1)> ~ ~"a ~ tl1(, 8 ~~_ f'..0 E- Of'..~t")o QvO')ano N~ I ~.~ l.LJ NIt:: '=o::OanO =>ot")coE (J) __v-g ....:o:;-c (J)--'an"-C: ~-~g CJ ~ ..-(5 o z ~ .. @ 000:: oX""" , t") a.. :J: ~ 15 (1)0.. ~ A TRAP W/ HINGED LID 1"11 liNG AS NEEDED r SOLID PLATE LID r BIKE PROOF STEEL GRATE ! IIII t 1111 t IIIIIIIIIII~ . " . \\\ ::::::; \ \~~- 12" ~~\~\\' \\~ 8"ROUND GRATE DRAIN-RITE wi 4" OUTLET / CONCRETE PAD . . . _ , ,SLOPE TO GRATE i'~ .~:': ~, 'f:: t '; >>. - -:: ::. :.:":.. .... .;;.; .'::..:';,. : "I:, .;/.:.-: ~ ~ o 00 . I o 00 . ...... ~ ~ o ~ 6.0' .. .. --. 4- 3.5" TRAP WI HINGED LID 53-1/4"x 29-1/4" ~ 10 GA. STEEL CATCH BASIN ~ WITH 24" SUMP ASPHAlT COATED INSIDE AND OUT. , / / EXTRUDED CONCRtlt. WHEEL STOP CLASS 3000 - 1/2" CONCRETE, SURFACE AS PER PLANS AC PAVING SHALL BE CLEAN AND \ "co A l~ .... ,-. . ~'.' ..) .:.:. .:~; ". :: :...;., . . ..... ':'_~ ~.. ,~'.'. :..< :<;. '>" . . .~.... . :.'~ ~~~6R~~~P[~~~G~~~ERIAl ~""~~""~""~~~"'~~~""~~~~~~~~~~""~~~~~~~ TRAP 4"PVC/=~/ OUTlET PIPE '\l ~ , 24" SUMP f[I= ~nrJ ~II . '===:I/I~llll;!!.t ~/II ':---11 11= l'- -::::: 's::: 1/1:: -' . PROVIDE SMOOTH LEVEL BASE OUTlET ElEVATIONS AS SHOWN ON PlANS 1 r NOTE: WHEEL STOP IS TO BE 6" IN WIDTH W'ASTE W'A TER SERVICE LINE \ 53-1/4" W[~EL STOP JETAIL N.T.S. 1't{ASH E~~CLOSURE ~]AP JRAIN N.T.S. DUAL CHAMB~R CATCH BASIN N.T.S. - ~ ~ ~ ~ SA !'!' LJ C'O I LE,C :~.O ~~ CA-: C~ ~~t ~~~... 3AS! .."J ~ .~ ~ ~ ~ ~rI1~~ ....... 0 r::-J oj ~ I ~ C\2 ~ ~~~ o ~. I ~ ~ > ~ CJ~~ ~ ~ ~ TRAP W / HINGED LID' FITIING AS NEEDED r SOUO PLAlE uor BIKE PROOF STEEL GRATE i 1111111111111111lL1l~~ ...\~\~\~\ \;sJld\\- ::\\\:::=\\. \\~ - -TRAP W / HINGED LID 53-1/4"x 29-1/4" 10 GA. STEEL CATCH BASIN WITH 24" SUMP & FOSSIL FILTER INSERT. ASPHALT COATED INSIDE AND OUT. W it 1.. :4" res o.u t le.t \H.t'i"l-#- .S'TAT.E A.PP'~'O\/ED - ASPH.ALT DfPp.ED 1211 :si" .~ ... ......-......... q / ~~. '~ " .' .......- -- ~~,. ....-., ...---,--.-. , r" 3. f1 rv~ I ~5e: 'mAP .,' . LI..v10.J. I r . kL - ~ W~~1=-' -.~ . !q( ~o~l : \. ~c.... .. II - ; . e.O-.l~ l"r' ..... -<J. 1 1 ~ ~ I I snFr.ENeR7 I ! ....",-----::"'. T &: m ~l .JJ \1 ~ j OUTlET PIPE ~ 24" SUMP ::: I!t. if=&: :: ~nrJ 'II "::::::III~/II~~/IJ '::SIl/s:::Hf:: [1- PROVIDE SMOOTH LEVEL BASE OUTlET ELEVATIONS AS - SHOWN ON PLANS 1" , - IJ"Di':.Q ~wt1e.. '1?"'Tp. f"-p ~. - %,," ;rv~ '1>'$~~(,.e. . .~ ~: r1. " 53-1/4" ;.i J ~: .{'\f JUAL CI~AMBER CATCI= lASI~ W /~OSSI~ J'I~~ ~ER N.T.S. J. ---..l , - . ~ ~ 4m.1ii . -4 ~ ~ c ~ ~ ~ a ~ "'fo.,:) ~ o \..) ~ ~ ~ '"t3 ~ ~ .~ ~ ~ .~ ~ ~ 1. 9,;ke proof, nedvy :duty' lrc.ff;c grate sup.por-ts.AAS,H'O 'H20~.S16--44 ::Odoing GROUND LEVEL ~ . ~~~~~~' ~~~,~,~ I STANDARD STEEL FRAME & COVER MECHANICAL PLUG .. "V' "'"" .,~~~~,'.- :. ' .,: ... .'\: ,"" ....' ~ ~ '.)0 ~. '^ ~ r- J- ~ \(' - -I cij =t ~ j ~ ...... ga I :> J. lJ:J ~ - 2. S'otid 'DioF:cnd PJ.oteLrd b ,.,., ,.,., ,.,., II 00 ~ =;.... ~ o ~~ t tii ~ ~ ~ g <( o 0.. &S NOTE: SECTION TO BE POURED . SO THAT A MINIMUM COVER OF 4" EXISTS ON ALL SURFACES OF PIPE. ~ ~ ~ t:1 ~~~~ ll:: ~ 0 0 0 g~~~~ ~ ~ ~ ~ ~ ~ :> :> :> <( ~ ~ ~ 8 ,.. ; -' ~ \~ g.+: .. . f:_. .. . . ~: 3 . Box fobrfcote::o f-r:o~J I 1 .OGA..M 0 f. e rio t 1 '. J 4"MIN j 4"MIN ~ . . 11 .. . . .. . . .: :...:.. '": .. . . :.":..:: -: :.":..: .. . .. .. .. . .... . : :.... ~.'.: .~ ~ :.... ~...:.' . . .... ~.'.: .~ ~ :..: ~...:: . .: ":.: ~... ::. [EXTRA LENGTH TO EXTEND ":)~ . ~ : "'-: . ~ ~ · : :... ~ . BEll BEYOND CONCRffi .... ~ ~ .. . . . . . .. .. .. . . - ~.~~:.. ....... ....-::-::...:~:\ j ...... ~I,:;~:..~;:.: ;;":',;: : : ...., ~~ .',,::;;'~':::':~:~~: ! J ~~~~~~~~~~~~~ " ". ". ", ...-.: ~~~;'~~~~)'i:~~'" , . . PIPE lYPE AND SIZE AS PER PlANS. <9. GIBS.OJYS TEEL BA.S12\tS 2 4:.7 \A/ASHr~ GTO.:'J. S:T., E.UOEN~, QR 974CJ1 (54:1 )687-8.672 (rtCJ_x541 )6:8'7---003.3 SH~t' 1 i C,'7 of 8 MECHANICAL PLUG Ii C~~A~ OUf_' DJ~AIL N.IS. , . PRE-SURM\\t{).t Q~C'D jUl 2 [) l008 --.. ""-... 2' BOTTOM WIDTH WIDTH VARIES BIO- FILIIHA~,'IO~~ SWAL~ DETAI~ N.T.S. I---- /~ NOTE 4 1 5 NOTE 10 \ o J J . J J ( r-~ 'WI 'WI 'WI 'WI I ~ I NOTE 5-.1 --- , ~NOTE 8 / r.- -l O'WI 'WI ~ ~ Li ~ NOTE 6 OVERHEAD 'B' WITH FDC -- 1 z ~ rr, , . r~ ~l ~~ ~~ \ r-: ~ t ) t_~ 3~0- F1LT!{ATIO~\} SWA~J: SEEDr'l0AB::.E PRO-TIME 835 SIO-FILTER SUMMER GREEM VEGETATIVE COY APPLICATION RATE: 2 LBS/ 1000 SF SOTANICAL NAME Lolium perenna "Elka" Festuca ovina duiuscula "Eureka" Yarrow millefolium ssum maritimum Tn lium dubium T rifo. m repens Trifoliu frogiferum "Salina" Elka Pe nnial Ryegrass Eurek Hard Fescue Yarr millefolium S et Alyssum amrock Dutch White Clover Salinas Strawberry Clover HYDROSEED MIX 1/3 JB perennial rye 1 /3 Patriot II perennial rye 1/3 Evening Shade perennial e PIPE SIZE PER PLAN LOW FLOW CHANNEL PLANTED W /PRO- TIME 835 BIO-AlTER SEED MIX LISTED ABOVE TOP STAGE (NORMALLY DRY) -1 0.05% OR GREATER SLOPE FOR DRAINAG . A b.Ooo 310- F1LTRM SWALJ: PLANr_'1NG ~AB ~ ~ o 00 I o ....... f'..0 E 0""'" 2> t") 0 O.q-'~LO() N f'.. 0'), N ai - l.LJ 0') N t") .E t::o::oJ,o =>ot")ooE u> __v-g .....:o:;-c u>r:dLO:;5 --an en o ~ ..""""'(5 o z ~ ..@ 00 iE x ...... t") a.. 0 ~ -0 (I):J: () a.. en BOTANICAL NAME Deschanpsia Carex deweyana Carex obnupta COMMON NAME Tufted Hair Grass Dewey's Sedge Slough Sedge 00 . ...... ~ ~ o ~ , 3 ~ ~ ~ ~ SH OW MARSH (6" TO 12") P NTED W / BIO-SWALE SHEDGES GRASSES FROM LIST ABOVE OUTFLOW AS PER PLAN ~ .~ ~ ~ ~ 00 (/) . I ~ ~ -.-4 0 c:.-..J cO ~ I --. C\2 ~ C3~~ o ~.....J ~ ~ >- ~ O~~ ~ ~ ~ 100' MINIMUM ( D1A~NAdCHAN~\}EL SECT10~\} ( N.T.S. c) CZ If LA--N!) ~-LI+ Pit P ~ fJrN ~/l..- P t. .~#J ,-( "1.)(,... 0 e T~l L > / . PROPOSED PAVING ~~4:<<~~~~ 6" ROUND ROCK OUTFALL STRUCTURE /y-NOTE 7 r I A NOTE 5\ NOTE 9/) z :;:? ;,. N ~ I' ("\---.--- ~--_._--( 12"MIN EACH END DETEC~OR DOU3~-,E C>IEC~{ ASSEMBLY 2-1/2" :.0", ABOV~ GROUND NOT TO SCALE ~ A = SUB standard for remote register (provided by ~ontractor). <- ) = APPROVED Dt:.1 t:.CTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPLIED SHUTOFF VALVES. . ~ ~ / ./' A NOTES...; 1. Detector double check vault or enclosure shall be installed at point of service , or in on alternate location approved by EWEB or SUB for their respective service area, but no more than 10 feet from point of service. ~ C ~ Q) ~ a ~ -+-;) ~ c t.J ~ ~ ~ '"ti ~ Q) .~ ~ ~ .~ ~ ~ b ,..,., ,..,., t') II 00 0) :t ,..,., ...- 0 ......... ::;.; ::;.; ::;.; 0 ..- ~ ~ ~ t:Q t:Q t:Q ........ Q Q Q f'.. ~ D:: E-t ~ t.xJ t.xJ t.xJ > u tii ~ ~ ~ ~ t.xJ t.xJ t.xJ t.xJ ""') ~ - - - <( g > > > Q ~ ~ ~ ~ ~ 8 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 --.----7\ ) ~ __.____--1 3. All clearances apply to outside and in-building installations. 4. Insulation - freeze protection to be installed and/or heat source to keep enclosure ata minimum temperature of 40.f (NFPA 13-4-5.4.1 ). 1 iilj ~J ) ~. I ~ -~ - _: 1--?~1 ~~ ~~ 5. Bore-sigthed drain to daylight. 6. Compacted grovel or undisturbed base. 7. a door or other access sholl be provided. 00 .....e.. r'\ ~ r- I- ':U '" .., ~ -.::t 'j .A 0 ~ ~ ~ I >- ., ~ ~ ex:: - 8. All assemblies 2-~" and larger shaJl 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. SHEE' 1 ' C8 ,. O~. 8 PRS-SJ3\A1 REC'O JUL 2; 5 2008 GENERAL SITE INFORMATION 1. TYPE OF DEVELOPMENT: COMMERCIAL WITH PRIVATELY OWNED AND MAINTAINED PARKING, WASTEWATER AND STORM DRAINAGE SYSTEMS. -f 7 '- -~~ SCALE: 1 "=40' 40' 0 40' 80' ~ -~ l j 2. CONSTRUCTION ACTIVITY WILL CONSIST OF: PRIVATE PARKING CURB, ASPHALT PAVING, AND SIDEWALK PRIVATE WASTEWATER AND STORM DRAINAGE S)'~IEMS. BUILDING CONSTRUCTION 3. PROPOSED CONSTRUCTION SCHEDULE: BEGINNING DATE: COMPLETION DATE: AUGUST 2008 DECEMBER 2008 4. DEVELOPMENT AREAS TOTAL AREA: 4.23 ACRES PERCENT OF SITE DISTURBED - 95% GRADING = 4,000 CU. YD. OF EXISTING ONSITE MATERIAL FILL = 6,500 CU. YD. OF IMPORTED GRANULAR MATERIAL 5. SOIL TYPES ON THIS SITE ARE COURTNEY GRAVELY SILTY CLAY LOAM, MALABON URBAN LAND COMPLEX-WELL DRAINED AND OVLEY URBAN LAND COMPLEX-POORLY DRAINED, WITH SLIGHT EROSION FACTOR. o CONSTRUCTION NOTES SUPPORT POST 10' O.C. 2"x 2"x 5' DOUGLAS FIR OR APPROVED EQUAL. INSURE POST IS STABLE AND CAN SUPPORT FENCE. VICINITY MAP NTS ~/ SEDIMENTATION CONTROL FABRIC, AMOCO 2122 OR APPROVED EQUAL SECURE FABRIC TO POST WITH TIE WIRE AT TOP, BOTTOM, AND CENTER OF POST. Curb Inlet sedimentation dam 175. CON::>IKUCT 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. PROTECT EXISTING STREET TREES. 177. INSTALL BIO-BAGS AT CATCH BASIN OPENING, PLACE BALES TO AS PER DETAIL 178. CON::> I t<UCT CONCRETE WASHOUT AREA. Bio-bags Curb Inlet \ Of ~ t. LEGEND ~ / /- II PROTECTED DOWNSTREAM tIfII' , DISTURBED GROUND DUE TO ONSITE CON~ I KUCTION. ~ Curb ~ EXISTING CURB INLET W /PROTECTION PROPOSED DUAL CHAMBER CATCH BASIN EXISTING CONTOURS > PROPOSED DRAINAGE PATTERN BACKFILL BOTTOM 6" OF FABRIC WITH NATIVE TOPSOIL MINIMIZE DISTURBANCE OF SILT DURING REMOVAL OF FENCE. == o G: , S~)=}[~~~A~=O~ CO~~]O~ 5A3]~CI_tY?~ S=~~ 5~~C~ N.T.S. -.J ~- . i=OW ~c:)::) ~""a.: TL 1600 MAP #17-02-32 22 LOT 14 OF HAMMER INDUSTRIAL PARK EXISTING -I 20.0' P.U.E. TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK [ -- EX. 10' X 20' P.U.E. -- -- -- I ~ -- t---- -- ...... . -- L POSSIBLE ~ FUTURE DEVELOPMENT EX. 10' X 150' PRIVATE { J RAILROAD SPUR- EAsEMENT - - --- J r~ J~ J , ',11 I ~.IJI @)---.JII ~ ~ I (~r ~ ~t I ,-L,-. [g I \( ,. ,} ~ 1'- '-../ ..... I tr'-- 10 ,I 11 I ~' -,,--, 1.1 I /~ II \itl p;q /;N' r ~1 . '9. l .~' - - ;1 . , ~I . - - --- . - - TL 200 MAP #17-02-31 11 LOT 3 OF HAMMER INDUSTRIAL PARK ? 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 sholl 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 D.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. 5. The boundaries of the clearing limits shown on this plan sholl be clearly flogged 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 011 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) sholl 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 os 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 con 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 011 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 roods, 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. 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, 011 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, os 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 011 state and federal regulations and approvals. (Schedule A.7.e. iii.(4)) 26. Sediment must be removed from behind Bio Bags 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 011 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 are 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)} A ~ ~ o 00 . I o 00 . ...... ~ ~ o ~ , bOoo ~ ...... ~ ...... .......0 E Of'.-~t")o o v .~ an () Nf'.-crNai w 0') N t") 'E '=0:: oJ, 0 =>ot")ooE (I) _ v "'C _ c: .....:o:;-c (.f)~an:;5 --an en ot; ..-(5 o ~ ~ .. @ 00 0:: X ..... ""'o..o~o (I):J: () a.. en ~ oj " I P-t ~ o .. I J-;:) cd ~ (]) I ") . J < r-c r1 ~ oj~ (]) bn~ oj 0 ~~ .. I oj ~ ~ ..........:;) .~ ~ ~ --f...,:) CI) ~~ Cj C\l ~ ~ ~ ~ ~ ~ ~ ~ I 'V ~ oj ~ ~ ~ ~ ~ . ~ ~ ~ C t)) ~ ~ a ~ ""f-,;) ~ ~ c C,.) ~ E ~ '"t:3 ~ ~ .~ ~ ~ .~ ~ ~ b f"") ....... I") II 00 0) = f"") ...- 0 ........ :>: :>: :>: 0 .::::: 0 s3 f.: tx:l tx:l tx:l f'.- Z ~ ll:: Q Q Q ~ ~ CIJ CIJ CIJ :I: ~ ~ ~ u ~ tii CIJ r::! CIJ r::! f-) - ~ ~ g > > > u ~ ~ ~ Q ,:).. en 04 -a. 1\ (oJ - r \- au \I' en ::f .~ Z .....A 0 ~ ...... en I ...... ~ :> ~ W .....:. ~ SH~.E' 1 ' ~C .... , ....J of PR:.SJ8MTAl REC'D JUL 2 5 2008 "'..4V__~' __...t. s::: ~ .- U) ~ (\)1: ~~ G1 '\n ~ ~ c L~. NOT~S: 1 Automatic underground irrigation system will be designed and installed by a licensed contractor in 011 lawn, shrub beds and bio-swales. Swales should be zoned separately so that once plants ore established water con be applied infrequently. 2. Because of construction compaction of soil, completely clean area of construction debris an~ heavily amend shrub beds with a three to six inch layer of compost. Till entire area to a depth of 12 . 3. Special core should be token before planting trees. Excavate area to 0 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 ovoid soil disturbance. .and compaction during construction. No vehicular traffic, except that specifically used to construct the faclhty, should be allowed within 10 feet of swale areas. 5. After swale areas are cleared and graded, 011 disturbed subsoil shall be tilled before copping with 28" of topsoil. If existing areas surrounding the stormwater facility ore 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 seed for swales and lawn areas at rated specified by manufacturer. 7. Contractor is responsible for maintaining seeded area until established. 8. Reseed any areas that foil. 9. Use only shrubs and varieties, os indicated on plan. Changes must be approved by designer. 10. Purchase healthy material at minimum sizes indicated on plan. SCALE: 1"=30' 30' 0 30' 60' ~. I PLANT SYMBOL TREES ARB 18 ~-,~ST QTY. BOTANICAL NAME COMMON NAME SIZE SPACING 2" Cal. As Shown Acer rubrum 'Bowhall' Red Maple, Swamp Maple Acer rubrum 'October Glory' Red Maple, October Glory Cornus kousa Kousa Dogwood Froxinus americana 'Autum Purple' White Ash Fraxinus latifolia Oregon Ash 2" Cal. ARO 12 As Shown CK 9 2" Cal. As shown FA 15 2" Cal. As Shown FL 4 2" Cal. As Shown ~ \. \ \ \\ '\ \-- '\ ~'\ \ \ \\' '\ \ \' \ \ \ , 5) FA , \ \ Existing street \ \ \ trees 4) Acer \ macrophyllum \\ \ ~ \\ ~ \ ~ \ \ ~ \ \ ~ \ \ ~\ \ \ \1 ~ \ \ \ \ \ ,\ _ n -, \\ . \\ SHRUBS AH 16 Azalea 'Hino-crimson Azalea Arbutus unedo 'Compacta' Strawberry Tree Bergenia cordifolia Heartleaf Bergenia Berberis thunberg;; 'Crimson Pygmy' Dwarf Red Barberry Choisya ternata Mexican Orange Cornus sericea 'kelseyi' Red Twigged Dogwood Cornus sericea 'Isanti' Red-Osier Dogwood Euonymus alatus 'Compacta' Dwarf Burning Bush Euonymus fortunei 'Emerald Gaiety' Emerald Gaiety Euonymus Genista pilosa Silkyleaf Woadwaxen Lavandula angustifolia English Lavendar Lonicera pileata Privet Honeysuckle Mahonia aquifolium 'Compacta' Compact Oregon Grape Mahonia repens Creeping Mahonia Nandina domestica 'Gulf Stream' Heavenly Bamboo Prunus lourocerasus 'Mt. Vernon' Dwarf English Laurel Prunus laurocerasus 'Otto Luyken' Otto Luyken Laurel Prunus laurocerasus 'Schipkaensis' Skip English Laurel Sarcococca humilis Sweet Box Viburnum davidii David's Viburnum 3' O.c. 3 Gal. · EXISTING ~ 20.00' P.U.E. TL 1700 MAP #17-02-32 22 LOT 1 OF HAMMER INDUSTRIAL PARK -- 11. Placement of shrubs and trees should match design os closely os possible. Minor adjustments in plant spacing is acceptable. -12. Plant quantity should be based on planting plan, not plant list. 13. Designer is not responsible for plant failure. Provide 3" of shredded bark mulch over planting beds. IJ EX. BUILDING - ~ ~ ~ ~ AUC 2 4' O.c. 3 Gal. :J ~ o ~ ~ ~ o BC 16 1 Gal. As shown - :.J -- I I BT 38 CT 11 3' o.C. 5 Gal. .. \ () ~() ~ )}X,' :1 -- ~ o~ ~ ~ ~ ~~ C\l""d ~~ o ~ ~ ~ <J) ~~ ~ ~ ~ -- 6' o.C. 5 Gal. --- - ~ ~ L --, CSK 16 3 Gal. As Shown o ~ cd . '4 ~ b.O ~ . ..... ,I ") ~ cd ., 4 ~ CSt 39 5 Gal. As Shown L l POSSIBLE FUTURE \ DEVELOPMENT PAD GRAVELED - - o ~ ""f..,.) ~ o ~ - - 4' O.c. EA 68 5 Gal. -- 1 8)MA 2.5' o.C. EF 68 3 Gal. \ tJ 2)FL GP 46 3.5' O.c. 1 Gal. EX. 10' X 150' PRIVATE 11 RAILROAD SPUR EASEMENT r PROPOSED FENCELlNE --0- - =-<>- -0- ~ ~ ~ 0- -0- '- LA 57 2' o.c. ---::.?- 3 Gal. -0-- 1 , '....., -0- _, --0 LP 45 5' o.c. 5 Gal. MA 15 As Shown 3 Gal. "t9 ~ ~ .~ ~ ~ .~ ~ ~ \ 4 )HSO 1 MR 12 2' o.c. 3 Gal. \ NA 32 4' O.c. 5 Gal. ~, 3NOZ I . ~ I I L_..J ~1l:ELJ TRELLIS PLM 89 3 Gal. 3' o.C. I I L_..J ~ltEL.J1 TRELLIS I PLO 57 5' o.C. 5 Ga I. ~ I I L_..J ~ltEL-j TRELLIS PLS 49 4' o.c. 5 Gal. 4 )ARO I I L_--1 ~1l:EL TRELLIS SH 12 4' o.C. 3 Gal. l VD 41 4' o.C. 5 Ga I. . . ~ -< gJ ~ E-4 r:n ::J Q' ~ ___ I ,- -, I ---- p~o JD INDUST~tIAL CEN'r,,;g-- I -- 5 .280 SQ. FT. - . I ---- )1 :) b ,.,., ,....., ,.,., II 00 0) :: ~,.,., o ~~ t ti:i tiI ~ g o Q. VINES CA --- - Clenatis armankii Evergreen Clematis X F atshedera Iizei 9 1 Gal. As Shown , 1/' I ' " r,,} 1 I :;;.; ~ ~ txl It: It: 0 g ~ ~ I:ii CiI ..oJ > ~ ~ :;;.; :;; txl txl o 0 CiI CiI ~ ~ CiI CiI > > < ~ ~ 8 , FL 1 Gal. 6 As Shown , I JO Jasminun officinale Poet's Jasmine Lonicera japonica Japanese Honeysuckle Lapageria rosea Chilean Bellflower Parthenocissus henryana Silvervien Creeper As Shown 1 Gal. 9 I ....... / . STEEL~ 3)JO .: ~:~:~ :~: ~:~: r--, 3)LR r I, II LJ 1 Gal. As Shown ~ 6 As Shown o -s2. '" -.!!. ,... l- 'U ~ LR 1 Gal. 6 n Existing street . trees 3) Prunus serrulate 36)GP . I PH As Shown 1 Gal. 6 I I' , I .' .I ~ r I 1 1 I GROUNDCOVER AU 489 -:i: cij . .( Z -" o J ~ en I ~ t/ :> ~ fJJ . 0:: - 4" Pot 24" o.c. Arctostaphyllos uva-ursi Kinnickinnick Euonymus fortunei 'Colorata' Purple Leaf Wintercreeper Hemerocalis 'Stella de Oro' Stella de Oro Daylily Hermerocalis 'Summer Wine' Summer Wine Daylily 4" Pot 24" o.c. EFC 124 1 Go I. As Shown HSO 4 1 Gal. As Shown HSW 4 r .. I ~ I t · . I ' ., I II , t! II ,/ I II SH~E' 1 \ ~A-:-. Seeded Lawn 1/3 JB perennial rye 1/3 Patriot II perennial rye 1/3 Evening Shade perennial rye LAWN 3,300 Sq. ft. -- 0" 2 -..S~3MnTAt PFC'D JUL 2 [) 2008 I PROPOSED PAVING r-- ..#//~~//(/~(('J ~~~*~~'*~"\~~~~~ tt!f~y.... 1'0 <lu.:r' ~g RATION SWAL~ DETAIL N.T.S. RNISH GRADE .r TRElliS U-BOLT AlTACHED TO TRELUS IN 3 LOCATIONS FOR VINE SUPPORT PLANT PER PLANTING DETAIL VINE PLANTING NTS " " TREE TIES AS SPECIFIED . TREE STAKES (2) REQUIRED DO NOT PENETRATE ROOTBALL WATER BASIN - 3' X 4" DEEP REMOVE AFTER THOROUGH PLANTER PIT SATURATION SET PlANT 2" ABOVE FINISH GRADE TO ALLOW FOR SElllING OF SOIL 2" DEEP MULCH IN SHRUB AREAS < WIND DIRECTION WATER BASIN - 3' X4" DEEP REMOVE AFTER THOROUGH PlANTER PIT SATURATION SET PLANT 2" ABOVE FINISH GRADE TO ALLOW FOR Stll LEMENT OF SOIL 2" DEEP MULCH IN SHRUB AREAS FINISH GRADE b _I <.0 '/ ._ l~' j ~~~.~~ ~~~ ~~~%: : ~~~~~, >>0~'P%~..... ROOT . %~%.~~'J0~ /,-y,-y<< /~ ~ : ~ ~WW~ 2>%~~ ~,BALL : ~~ 0%~\..'-.>%'0 ~<<<~~~ .' .' ~~<<<<<<~ ~'0%~V/h ~.~ y /: y ~ ~ . .~). /~~ >>~~~, ~~~~: ~~.~~ ~~,~~-< /.'~:(//.'~ /.'<; v' ~~:(//.'-{ ,\(~ ~/.'~~<< FINISH GRADE BACKRLL MIX AS SPECIFIED X 2 X .r ..: PlANT PIT - 2 TIMES THE DIAMETER OF THE ROOT BAlL SCARIFY SIDES AND BOlTOM OF PIT. LOOSEN ROOTBALL BACKFILL MIX AS SPECIFIED DECIDUOUS 'tHEE PLANTING NTS SHRUB & GROUNDGOVER PLANTING NTS ~310- ~1~'1'HAT~:ON SWALE S~EDING r~ABLE PRO-TIME 835 BIO-FILTER SUMMER GREEM VEGETATIVE COVER APPLICATION RATE: 2 LBS/ 1000 SF BOTANICAL NAME COMMON NAME Lotium perenna "Elka" Festuca ovina duiuscula "Eureka" Yarrow millefolium Alyssum maritimum Trifolium dubium Trifolium repens Trifolium fragiferum "Salina" Elka Perennial Ryegrass Eureka Hard Fescue Yarrow millefolium Sweet Alyssum Shamrock Dutch White Clover Salinas Strawberry Clover HYDROSEED MIX 1/3 JB perennial rye 1/3 Patriot II perennial rye 1/3 Evening. Shade perennial rye I. . PIPE SIZE PER PLAN 1 6t MINIMUM LOW FLOW CHANNEL PLANTED W/PRO-TIME 835 BIO-RlTER SEED MIX U~ I t.D ABOVE TOP STAGE (NORMALLY DRY) 1 0.05% OR GREATER SLOPE FO~ DRAINAGE 6" ROUND ROCK OUTFALL ~IKUCTURE 3 SETTUNG BASIN @ 25t SPACING 6' LONG X 4' WIDE PlANlt.u WI BIO-SWALE SHEDGES & GRASSES FROM UST ABOVE 310- F~:LT~,AT~ON SWA~E P~JA~~TI:~G TA3L~ s:: ~ .."- \S) ~ <Os: t)..~ t\1 "\5 ~ ~ BOTANICAL NAME Deschonpsia Corex deweyono Corex obnupto COMMON NAME Tufted Hair Gross Dewey's Sedge Slough Sedge 1.0' O.C. 1,0' O,C. 1.0' O,C. 6' MINIMUM in N () / SHAlLOW MARSH (6" TO 12") PLANTED W/ BIO-SWALE SHEDGES & GRASSES FROM UST ABOVE P t.. AuT' iJ <r D cr7Jl3-l L 100t MINIMUM- BUILDING lINE/WALL/ CURB, ETC. CONIFER OR DECIDUOUS TREE/SHRUB OUTFLOW AS PER PLAN ~ .~ ~ rn ~ . I .cd ~ ~ I') ~ ~C\2~ b.O~~ .s ~ ~ ,I") ~ Q) ~~~ ~ ~ ~ ~ DRAINAG~ C=-IA~~NEL SECTION N.T.S. A ~, X X ~ ~ ::---.:::: ~X - - - - - X X X X X ~', X X A , , GROUNDGOVER PLANTING NTS ROOT BALL / (-- L--1P 1/3 \ \ \ --j) 1/3 ~ ~~ ~~ (3) DEAD~N " 4 x 4 x 4-0 ~ ~ ~ ~ . ~ ~ ~ o t:t.> ~ ~ o ~ ""f..;) g o c...:> ~ ~ ~ ~ ~ ~ .~ ~ - ~ .~ ~ ~ NOTE: 1. DO NOT PLACE WIRES AROUND SMALL DIAMt I tR LIMBS. 0 t") t") /" - ,..., II 00<>> :: .~ at") ...... ........ :>: :>: :>: a .::::: 0 ~ ~ tx1 tx1 tx1 f'.. Z ~ ~ ~ 0 0 0 t- ~ lit ~ ~ ~ ~ RUBBER HOSE ~ ~ r::! r::! r::! <( ~ ~ > > > ~ ~ fi1 0 tl. rn ~ ~ U TURNBUCKLE, GAlVANIZED #10 GALVANIZED WIRE 0 () --. ". ~ ,... "'" bJ '^ --- cij ::i: Z 1 0 ~ ...... en I ...... ~ :> f:JJ ~ er:: ....::. . / O'/~<."- ~~~/Av >>~~X?77 / / '~Y0"<~~~ ~~~~~ ROOT ~~~~ ~~~~/ BALL ~~%~ ,~W<~ / /, .. // ~~/.'w<<< ~~'{ ,/~%'0;V~~~/ ~~~ >>~~~~~~~~,~~~-<'<-< ~>>/>>/" ~/>>/~ ~/>>/>>/ ?/,/ij ~>7/>7/ X 2 X X . X~XX~ ~ ::---..::: ~ ~ X ~ht, X ,~~ X #//fj////IJ \\\\\\~"),, ~. SPACING (A) AS INDICATED . ~ ON PlANTING PLAN ~ X X X X ,r A / CURB/LAWN. 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TRANSLUCENT 4' X 8' ../ '--- TRANSLUCENT r-------, I tl .1 :1 lD2'OOR' x 12' :1 L ' .." . . ", . " " - SMOKE VENTS, TYPICAL ?AYLleHTIN6 PANELS TYP. " , fu IEVt:t<Y OTHER-BAY 1=Vt:t<Y OTHERBAY I : : ~l'::'::~;'::~ '-.. '.. I I W:LUllLW.._, '.',".'." .' " 1 I . .....,,, . '. 01 ,- -- - - -. . - - :~:; :'::::~: ~ :~::~'.;: < i I ~~I . - - . ~..;:;..;,o . , J r------- ,12' x 14' ~'..: titJt';l(. .;. '. ~- 1 I lofx 12' 'DOOR ::.',:,,:l'.":~. ":." I : DOOR L______..__ ,~,:\: '::;:: :~:~ ::~:~ I " I , '.:' : L_______ r ~ "".. ',\,J' . .. _I . q;-O" ~ ~. , - " ~.. ' ......~... PERIME It:R OF I3/JILDING BUILDING""" I ~ J '? '.:'. .. .. /" ,,-.., r-, ,,-.., r-, ,,-.., :-i ,,-.., :-i ,,-.., r-, ,,-.., r-, ,,_.., \ r-, I 4' Dt:t:t-' ~ ~! '. '..: '..1.:.- I" I I I I "" I : : I "" I I I I "" I I I I "" I : : I "" I : : I' I 'I I ...' ~ ?- ,:' ::" TRUCK J1ELL t"'\.1 ....), . '. '. , I "~ : : I -J I I I ~ I ( I ~ I I I ~ I I I ~ I I I ",,-, I I . . ' '. . \ ... 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"" , BUILDINe INFORMATION: Q) SCALE: 11/6" = 1'-0" FLOOR SHELL BUILDINe PLAN --- GROSS SQUARE FOOT AeE: --- BUILDIN6 HEIGHT AT FACADE: --- BUILDING EAVE HEIGHT: INTENDED OCCUPANCY: FIRE }Jt<OTECT/ON: TYPE 58 CONSTRUCTION: 50,280-SQ, FT. 27'-11" MAXIMUM /'1'-4 " MUL TI-l t:NANT STORAGE, FACTORY /INDUS / IX/AL BUILDING SPR/NKLERED PRE-ENGINEERED METAL BLDG l^IlTH TIL T -UP CONCRE 1 e l^IALLS ~ A '-..../ /'..... B ~ ~ C '-../ ~ D ~ ~ E '-....../ /'..... F ~ /2 /2 ..:.--'~~ _ , .' ,.J... 1---.~\...-. .1.. -.r- --- ~- I - r 1'1'-4" EA VE HEleHT S ..:rT..:- C __'f J - :J I .--A -' ~ / I ~~~ ~ I J .-x- ~ . ----:c: -- ( f , - J- -;:-- I~ -:-=:::r- - ~ - , ~. 17'-6 " ,~ ~ ,. 8'-'1" ~ ,- 8'-'1" , , .... ~ METAL ROOF, BEAMS AND COLUMNS BY Me / AL BUILDING NMANUFACTURER BUILDIN6 INSULA I.t:D TO COMPLY HITH REQUIREMENTS FOR A SEMI-CONDITIONED BUILDIN6 ----------- CONCRE 1 e TILT-UP PANELS r5/1 CONCRETE fLOOR SLAB -l S , ELEC. SERVICE ~ I s: I fiJ I m ~ FIRE U) I ~ ~ ~SPRINKlE ~ I::::: ;:::I VAL VE id I ~ ~f~...~: ." ; r----- I .1 I I I I I '~~. ~l ~~ ... ',) ;]~ .. . . ~ .~ ) A' .: ~ ".~ ;~ ... 0'-0" t- "TOP OF SLAB ~ _I , --, /, q ~ @ CD UTILITY ROOM SECTION - BUILDINe SHELL :::: " \J _I t-._ , -(J _I \.) U) 6"(/) BOLLARD \J _I ~ ~- ~~ \J __I. ~ , ;:: . .; <J _I t- o t, " ~ G '-.../ JI .. ',t '~ :~ ~i =1 .... :-..-- .~ :?= { ~- :,~ ~ ... SCALE: 3/16" = 1'-0" PRS-SU6Mt R'D JUL 2, 5 2008 SCALE: 11&" = 1'-0" It.. .j f.:""'~..'>"'!liI 6ii '., ~'- \' ~Q~~~ ~ ~;i\o ~_,. ;r~~ !'i\%\ \J~ .~4J N~5~-~ ~ -~ ~ \0 to,. ;~.-$ ~;: ~ ~ ~~~~:::J" ~ .. 17 ~ ':) Q. (/) . ~lJ"};'; ~~ ~ ~ ~ ~ ~ ~z ~~ -J~ '<(<0 ~3'RJ ~ .. -lJj!: :2:~~iI~ - <::J ::::s ~ :::t 9 ~ ~~~ Sf-~\J)~ en <0. hLJ'> -J '\/;::) LU --.l ~ '.-1.... Z ~ <( <0 ~ ~ " --- 11- ~ -<C ~ ~ ~-J~ ~ <r<~ ~ ~ ~~ z ~ - .~ ~-- --.l uj ~ \S) -j >0. .0 (/) z o (/) ;; I.&J 0::: e ..... o "0 ('t) ~ ~ 1 t'\~ -q-;: ~ ~; ..S ~ ~ ~\ 1\2: ~ 1~ 15 ~ g'U ~ Gf ~ · ~ i .?":, . ~ ~ t"'\.1 ~ -' ~ ~ ~~ ~~ ~ ~i .~~ i ~ U) ~ ('t) C\I LL ~ c ~ 2 "0 ~ ~ ~ . ~ .o\J o "-' SHEET &~ OF" 3 I I 12 -_~_ . .~,. ,.-='::,.i::~?;:< '.,' '~. ,/ -=-- _ . 12 II / ~7J;r;;~~ ~,;" .y....,..'.:.,.. ....,:.:"....,.'...::.:...... ~ _.,~~.:.::: ,~.,.,/ >..,..-'...;'........ '.' '..::.~,:...'.... .... ..... "'...;,'...r. .-' .... ~ ~_ .,....~........,.,. . ~,,:!,~~,,"'.: .."..,. .,..t:"...:...., . t. :.-:-..,..,'......'. . ......::-.:.."",. #, ...'.{ ,':;...::'.: ~, ~~ REVEAL PAIN/cD CONTRAST/N6 COLOR . ~~: __ -I , lJ ,,1 tt f ;:...~- ... .......:.. - /'.... A '-..../ JAlINDOJAl SUN-SHADE CANOPY-- STOREFRONT SYS/cM_____ SleEL It<ELLIS G) /"-..... G ~ GUARD RAIL AT DOCK- 6" CURB - --- --.. -- -- .-.. -.. - .,. /'.... B '-./ /'.... 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I 't{ ,/ ,/ ,'/ " , '" , '" t ..I... - ~ , , ~ ., , , , / ,/ ,/ ~~ ! t !. - / / " {I {1 (I /I " .rJ....:.tI... /'.... 1 '-.../ ~ 6 ~ /'.... 5 '-../' /'.... 4 '-.../ j I L I .-L-_....._ J --~~ I J .. u...r.T I I To. 1 I I '~ " " $I P I ~ ~ . ....1 .:I , ~- /- ~ - , " : :1 4 4' '>\ ~ I , ~. / L ,/ ,/ "'-" /'.... /4 "-/ /'.... 15 "-./ CCOVERED RECEIVINe DOCK 1.111111 lllLLlIlIU l' ; -"" ... - -, " , ,/ ,/ ,/ / .. - ,/ / , , \ , - NA WRAL eAS ME I eR BANK, 1YPIGAL (4) LOGA TIONS /'.... 3 '-..../ I Jf ~. J?t..t ..." - ,# 'II , I '\. . '.... ~' /' - - ,/,/ ,/ ,/ , , , , ,41 " .t.-...L !..!. ~ /'.... 2 "-/ I I .. I II ~ 3' , , " /. ~ ,/,/ I I ;1... .. I I I --, ,/ / , , , ~. I I L_______._..J ~ / "-/ "- ;. P RE..Sl3 .\J\\TIAl R EC' JUL 2 5 l008 il- - . ____._~ ~..... .._4b 1(, " ~. M ~. i.ri UJ a: a:: ~ ~ Q! 1~ -1 m I --J C'\/ [1 '<C Cs . ~ N~'fD \S) LL.. .~ ~ a tC - !:!:j ~ ~ C) ~~~. ~~",3;~. :::! ~ ~8:~ ~I-_\S)s: en C) !.lJ lLJ -1~Q!~D '<C C) ~~ .. ~11-~~~ -- ~-l~ ~ ~~() C) ~~ z ~ - .~ ~-- -j >- ..0 (I) z o (I) > LaJ a:::: . ... o "0 ~ ~ t ~ ~ ~ i ~ lU · ,~ :z: T"" l2 ~ ,5 ~ i ~ cD .. ~ i ~ g> ~ ~ ~ ~ ~~ ~~I ~ N "0 ..! :;: )~ u ~ N ~ .t' .... o "0 LL ~ c ~ 2 "0 ~ ~ \.\) I ~ ..0 o .-. ..i SHEET IA~ OF 3 , ., 13'-4" b " /" '1 _______ 22 eA ST ANDINe SEAM Me I AL ROOF ----- HSS 4"X611X3116 BEAM ,f ~, "', ,'1-/ 6'-8" *1- *( ;! *~ (i) IX (t)~ 3'-10" (i) IX (t)~ ~~ * ~a" ,~~ ~ ~a , \bt \~ (~).')'.. ........:: .~\... ........,.....~-/8"CMUWALL '. . . ~ ...,: " , , , ..' " , , . '. '.. ". - / BUMPER I CURB .~:.:~~~:::::...~:':<.:.:.I~.~L~~~~;:~SE.~:~~TAlb.~~ ::. :'.:.:. :~.:::u.:..~~:....,: :.:~::.~/ ~~~ ....1' . ,~- .. '. ' " ~ ." . '. '. . '_' ". .".. - ,^,^ . v) . or.)' :. , ....' .' . , .... . . " . .' ... ~.J 0".) ~~'f" . ~.. !._~..._.:~...:_..._ ....._.,:..:....:_:.:,:._......:.~. . , . . I :-", . , .:' .... .: ":'.' ..:. .~":"...:. :.' ~... ~ ~ . . '. ~ . " , . '" ' .',.. I " . \ .... . .1, ~ , '. ' ,... ;".:' . '. . " " . ., .... -I :::< i.:........ .~.'..~.. >:':' ..<.' '.:' :.~ ::'. :;..; .~" .": .~' AREA DRAIN CONNEClt::D TO . .' , ! ' ". ,:.: ", .',. ' .:'. '..:: ,<' ':':.' . ~ SANITARY SEWER, ""'el'< CIVIL . . ' .'.. . :'. ',,' ....:.. .... .... ~ PLANS ." ",; :.<< :.":' ":.' >.:~~ \J () -' r -' N) ~ [ :::: ~ ~. :::: , C) -' ~ - " ...,~ .. .... 4' ." :::: ,4' J .'. '4 N) 4' , , ~ ." 6 '-8" , , , ., ~ I"~ \. ) _/ ~ I- Z ~~ -' u.: ""'I- '<C ( - HSS 6 "x6 "x.l88 MITER HSS @ -- CORNf=t<:S - ~HSS 4"X4"X3116" POST 5" SCH. 40 PIPE POST, FILLED W CONCREI t: 'i"' -' 'i"' BEAM TO BEAM / <.,./~ % V """,-> ~SS 4"X4''X114'' POS~ . \ BEAM TO POST - 3A6 V '-/ '-/ vi=IAIL 3.1 JA:I'AIL B.2 N) ~, ~ :::: ' , ~. " ~j" / " I . ~" /// " // ", // '~, /~/ ~~, /// ~~, / / ~, , ,.... ,-- --" / // " /'" , " (D 01 /// " ,~,D'o~,' /~/ " , , ',- / / ,,~ " " // ' ", ,,~/ ", , ',- /~" '..... , ..... ,,/ / " ..... " :~IS.1 ' / , ''\' /r " . .,~,,- /~/ -" '" / ~1.,;"'" . ., '." · . ." ~.""" '~'-0 ~ .. .. "'-. ~ {"~" :. .:.'.: : ": :'. ',: ::~.....: .~.j ..... ~~'.~. ;~. ~ .' ". ....: 6'~ :J; :~ . A3,( 16 . , .. ._<4 l' ~.& (2) 6" tP X 6" SCH. 80 PIPE HIN6ES HELD ANeLE IRON AT ALL \ ' CONNECTIONS ~ DOORS OF 18 GAeE BOX RIB METAL - / SHEA THINe/SPOT JAlELDED TO ~ 3"X3"XBI/6" AN6LE DOOR r-KAMES. I ALL METAL PARTS SHALL BE CLEANED, PRIMED, t PAIN I eD TO MA TCH BUILDINe. , 3"XB"X3116 AN6LE BRACE WELDED TO " r-t<AME BEHIND BOX RIB. '.. '" .r 112"XI/2" STEEL COLLAR, .' .4 l^/ELDED ALL : ", " AROUND TO 5" PIPE BOLLARD. "'=""- ~------- BAR LATCH, SEE DETAIL 21A5.3 ;:" ------ CANE BOL TS, SEE DETAIL . 21A5.3 .' ' ~ _I ~ ~ , :::: ~'L ',~, ~,N)~ :. ~_' -::'.. --E--- 'i"' -' 'i"' . .. .... ........ ,.... ~. ..~ '~'- ".".>:,._ '~;.::,~::'::: '.~..,:, '~.: ~_": :,.: :."::~,~~ '.~":: __:,".~ .":.. ':.L ~::...:~_: ; ..:~'.~~.~:::::.. :.. :::: .. . .... . ~'_ / ( ~. , S/eEL eATES ~~~I ~'~.~ ,~~, ~~../ '.! - : ~ .... --... - 3116 II / . ..,' ~ (2) 6" <P X 6" SCH. WELD 3" ANGLE DOOR '" 80 Pli-t HINGES. FRAME TO 6" PIPE HIN6E~. ..... \. 5" SCHEDULE 40 PIPE, ( "'-, . , FILL WITH CONCRE Ie. DETAIL OF POST HIN6E SCALE: I" = 1'-0" @ SCALE: 1/2" = 1'-0" q" q" ~ , ~ , ,. ,- /'-6 " ,( ,f PLAN VIEW I RASH ENCLOSURE " t<ASH ENCLOSURE ELEVATION SCALE: 1/2" = 1'-0" , " ~ L. .._.._. -'I"".~".....,jJ.".,,,w,, ~:'-"~'~22 GA STANDING SEAM METAL ROOF, COLOR TO - - - . ~ . __:::::X:~::GBEAMS' PAINTED TO MATCH BUILDIN6 1'-0" f ..~ , , 13 '-4 " /. '-0" f ! , , () _I ""' __________HSS 4'')(4''X/14'' POSTS FIELD JAlELDt=V TO BEARING PLA TE (SEE DETAIL XIX) ~ , ---- .------- ~~ ""' -' 2" SOLID CAP BLOCK .r- ~,.~ -:.~ - _ _~ -~I c -_ .~/;..- I r ,-.- - -.~ - - HSS? )0,")(/8;.~ RO?F-BE'\M~.; ~ I I,. . . . .. // tEl I,. . . /' rn I II .'/ LL I II / ~III /. - I " ~IIL__ _______ )( n .______ ___ I ~ .: : I HSS '14 X.188 ROOF BEAMS ~ I I' \1). I ~, ~!!! '\Y. I I, I 1---- - . !~1.~-~-1 . . ...:::::..' ,. .... , L . 8'')(8'' BOND BEAM JAlITH (2) #4 REBAR CONT. eROUT ALL CELLS SOLID. ~ . % H H 11 ~ ~ .j li _--f--- :~' #5 Vt=t<TICAL REBAR @ 32" OC; ~#h':1--...._-=l__- ~.=._L.=~~--.--:r=_-;_~:.::lL: ATTACH TO FOOTING WITH CONT HOOK AS SHOWN ~ _ ~ ~;I II ~ I" ~ """'---;1 .' I. ~____..._ii ~.L,:=:---8"X8"XJ6" CMU, PAINT TO MATCH BUILDING % -l[--~ I ,. ~ l. q ;: --t---- I!----P.T. 4x8 HOOD BUMPER. AI IACH TO GROUIt:U CMU I, -~~~jl==------lt=-=~~"-==~:-- CELL JAlITH 112"t/) X 8" EXPANSION BOLTS @ 32" O.C. t H !I !i ..______. II ____ ..___...~l_..._____..._..~ ..' . ~ --~--I~.==::~-~-~~=J1~~-~~::~~-.---:~=~I~~ %.. ~ 11 11 ~ . . ~ L---- t---... ..... 1-. 'L==_ VL=;:;~ L_ r------=-(2) #4 REBAR CONT. TOP t. BOTTOM, GROUT CELLS ~-_. - -- -~ff'-- ..:_-.....:_--="'=.:;:::'1F":::::::-.::;.::"":~.~::.-::.:: SOLID % <I ~~L .../' q '..' ~ ~ h H 1':i~!-="==~.=~L==~"=,=--l...L, ----6"Xb" CONCRE/c CURB, SLOi-'t:U TOP 1*I~1~11__'-.Ti--- ------:-.J~J::r .;:::::~::::::: BAR 24" DC EW I ~r I ~: .---- /'./' LIGHT BROOM FINISH ., " ,. I---'''lj l . , . I ' j ,----/. k- ./'. . ~ T.'~~fU !~llf!l~T1U;~! 11~:~lJl[l'. f' ..... ,...~. :~ '.:~.. ~.. :":: I ""'ij- I , j--'--'; : !--'---l ! ,"-'--' I j-"--'''''\,( ~ ~ ~i' H}\ '\.....}I " .\....)\...2' t#~~~1j}00DJ0L~]U~I~r' <~~. ':'~\~~~?~~~ ; l.1 ~-~ 1 l--J ~-,..( ...vq. r~_/ ,L.,.. 1 . ..t'~....~ 1- -....! 1 .1. ~.-._. i. i 1-.... ,. , , , , " ~ US en ll. ~ Ck: -~ - ~ ."'ij- )( ~ .\1) ~ A <(\ -' <(\ ~ ~ , () -' \t) () -' ~ II ~ ~ - \S) '- , ~ ~ ~ . HSS 6 X 4 X.l88 ROOF BEAMS ""' -' ~ " . ...~. '". ~~ :::: '\~, () -' - ", ,. CONCRETE FOOTINe W (3) #5 CONT. HORIZONTAL REBAR t #4 BARS @32" OC TRANSVERSE 22 GA STANDING. SEAM Mt: I AL DECK SPOT l^JELDED TO HSS FRAME, PRIMED t PAIN It:V 311 COMPACIt:D BAR RUN GRAVEL OVER FIRM COMPAC / i::V SUB eRADE ~ .. @ I RASH ENCLOSURE ',t<ASH ENCLOSURE ELEVATION ROOF PLAN SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" /3' ,AB) BEAM SADDLES SCALE: 3/4" = 1'-0" , - , ... 4"4> STANDARD 0/EleHT ~....--/ PIPE (FILL HI CONCRETE). ~ -~- ~ ~ ~ ~ ;(;/.;~<<: ". ///;/.;:; ~~~. ?t;/i .... . · ~ ~~t~ o o~$t"j _ _ -:~C!..?~$o~~ P.d'P...9O'o.or:r ' 9..Tc ~qJ(, .,:,6(;"g::. ~o: '.' '" ?~~'?~o 4 -., . , ~-# ~#4 x 12" HORIZONTAL ~..,~., , ANCHORS (ANCHORS WELD .TO P/,...,t: AT TOP AND BO I 10M) C) -' 'i"' , -, C) -' ~ :: , "'ij-~ ' , 1'-6" VIA. / / / /1 CD ==: S::~~RD .....-- --' /" eAP BETWEEN DOORS ~ /- 2'')(8''XI14'' BAR LATCH r.o='.. qf'.... ~_-5/8" 10 e. ROMMET ..:;L ~.~ /-112" BOLT ; ......... :::::::-- - - 314" S TOP BOLT ........... --- 2"XI14" THICK LATCH REG/EVER \ PLA TE '-....... ... .. 2"X8"XI14" BAR LATCH (MUST SJAlINe FREELY) 3"X3'')(3116'' ANGLE DOOR FRAME 1/2" BOLT I ~ _\~ ~.~ '- ~.' ::::~~ ~ 3"311 " ," J/ .(2) %" X 8" EXP. BOLTS. ,,~;/' -3116" THICK SlcEL PLATE (TYP)-- j"""" '! ~ , COLUMN TO .~""~~ ~- . BASE PLAIt: ,~~, . ----0 ~6 / (TYP J ""- HHS 4"x4"xI14" II " 4~" 311 41, t.:, ,~ ,.,- 0~..~~~' ~~ :.'~, ~~~, 3A6/ , :::: " N). :::: " W... ~ ::::\ I' ~ DETAIL OF BASE PLA 11= DETAIL OF CORNER BASE PLA 11= @ BM\TIAL R JUL 2 5 Z008; BASE PLA ,1=' Dl=, AILS SCALE: I" = 1'-0" ,~fYi/'" '( ~ ~.. ~ \...a cij l.U cr 0: ?;) ~ ~ ~~ -1 --1 UJ u:t ~~ :t ............, \f) !J!: 3 \D tL -~ Z <0 ~LL -- Q) ~~ D ~ CS i5Z '. ~ ~ ZCLaJ ~ l-- ............ \f) Z en <0 ,~ -J l''\/ ~ \J -1 Ci ..-1.... Z '<C (J l~~ az lL :l: ~ ~ ?;~ CS ~rg z ~ -- .~ ~-- -j >. ..Q V) Z o V) :;: l.&J a::: .! 0: "'0 ............-.. , '0/ Ct) ~ ~" ~ ~.!! ~ ~ i ; ~ lU · '~ze; ~ ~ 2: ~ i~ 15 ~i 0 .. 0) ~ .. ~i ;:s ~ U) ~ ~ ~ ~8 ~~ ~ ~! ~ .~~ i ! ~U)~ ~ ~ '? ~ .Q o -- SHEET &~ or 3