Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/13/2008 - NOTES: 1. THE PROPERlY IS LOCATED IN ZONE X ON FIRM MAPS 41039C1162F DATED 1985-09-27 AND IS IN AN AREA DETERMINED TO BE OUTSIDE 500- YEAR FLOOD PLAIN. 2. SOIL lYPES ON THIS SITE ARE AWBRIG-URBAN LAND COMPLEX AND OXLEY-URBAN LAND COMPLEX. 3. PROPERlY IS ZONED MEDIUM DENSllY RESIDENTIAL (MDR). THE PROPERlY TO THE WEST IS ZONED LOW DENSllY RESIDENTIAL (LOR). THE PROPERTIES TO THE SOUTH AND EAST ARE ZONED COMMUNllY COMMERCIAL (CC). 4. 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 UTILllY PROVIDERS. 5. ELEVATIONS BASED ON CllY OF SPRINGFIELD DATUM. NOAA ROD IN CASE IN SIDEWALK; SW CORNER OF 41ST STREET AND MAIN STREET. ELEVATION = 479.95. 6. THERE ARE NO LTD FACILITIES NEAR THE SITE. 7. SIGNIFICANT VEGETATION TO REMAIN ON SITE SHALL BE PROTECTED DURING CONSTRUCTION. 8. FIRE HYDRANTS ARE LOCATED AS SHOWN. 9. PARKING FOR THE EXISTING PADS IS PROVIDED BY EACH UNIT, THERE IS NO EXISTING COMMON PARKING SPACES. COMMON PARKING SPACES ARE PROPOSED, REFER TO SHEET C2. APPUCANT / OfWl~ER KELLEY-GREG LLC BART MARTINEAU MEMBER PRIVATE IMPROVEMENT PLAN SET FOR :> A 1-< _A ~: \1103' _: ~O v1: =>A 1 < S.E.l /4 N.E.l /4 SEC.31, T.17S. R.2 W.,W.M. N.W.l /4 S.W.l/4 SEC.32, T.17S. R.2 W.,W.M. TAX LOTS: 4100, 4200 & 800 SPRINGFIELD, LANE COUNTY, OREGON r,~ :': ,.~ '~_:':,:;', "~.::;"': '.. ,. '.;, :, ",: .... :. , ,(:.,,,, .:.":' "I ",r. ,':.'.: ::"""" ";";':";::"':::::..:'>' ",'.,:;.: ..; ;'" ,';".,," ,,',.... : .'.:, ' ~ ......;'.: .' . ..' ." . ,'.<<:::' :~.: '. .:, ;' ",' , : /'.?'. ,_ ..:): ~; ...;:..: :: .,i" :::.: '. '., <'.. . ..... ,:' " :.' .... .:.': ','., '- '" ".:' ':::." .: .- ' ,'.' :.> '.:: ,--,.... :', .:';.' ' , ;';, .' ," ;' <:,:;... :.. .:', ':.:.: .:',: .;' :.,' ;, :;::: ..:'i:, " '.. '.., :'. '.i': ;c,:: '"~''::'<..''' ,,:' :''''. .'...... , . .". "" ;..,;':' ....,'.. ....;' ,,'. '.''. "- ....::: ...... :/"'::i"';" ;. ...., .:'....;.:....,',,:. ;';'.~ :': '." ....:. ::,:. ',: ,.::'.' . _. ;'.', :',.", ')'. :,.e.. ':' '." ': :, "l; . .'.', ,'.:." .; < ''-' ......;' '::::'. ':" .,.' i',"::,; ,,"'. , . ../ .,:' ~.':'-:"~~';'" ". . """ .;: ::, .'.' .., " ,: .- .':', ~ :.c...... .;.. . .':':;':'.'~::., C' ';.,':::; .' :.,~ :'.. ~<:" .' i :.:. .' ,',: -:, .. ",. "'. '.,rr ;I'......r ,. ":' ,;.........: "';,': -'::':::.< c':' .~ ;' '::. ~~~.:. .....: .......:...,::.: .' ':i' : ':'''::,'' " .: .;. ' .',:.... .: :> .::/ ~~ ..~ .... ' '-C'. ..... .'- =- ':.."... :;:. . . ..'....... ....,..:.::.. ....... '" ".,; ~ ; ";;':':' :'.::: .::: '. f" ..oil '/ Irr: K .-"':'; :;"'.:.'" .:-: ,< :.' .' '" :",' ..'.,:. ... ~ '- ~ .: .' .:-. -.-..'. ...,.";' " . ,',~: . ':.::,:: . .... ~:;0.1 /. 'l: !'Io -...;,; ""..:.: ". .;':;2:::'<: l "/~:y:;t ',':i. :'.,.;' ..'.; ::: .-' ~.r. ./ ~ ..... :.",' '. r:'" .'.:<, '" .... ~.;'> /';~ \~;/..<'''-''''''..'' .. "I' .,..' ~.... .," ::i: . .: ,:: .:" ..' :. ,':' .;...:. .',' ': " ~: ,.,.: .;.' ...'.... /. ..1 " _.1. .: ".. '. .~. 'J : P ~ r. . I '. ,::'.:. .... .' !. ,:'3 11' ....:./$ ,17~' '~~0 ':.~....:::; ...:.:;.~lj J '~ ::, 1'/ .... ,'/. :"'. '.' i',s% ' " .- ....: .' /,,,.,. ::." :.; ; . ': . .:: I" ~ . . .' ) \/ r " .'. s ,,:' r "', , '( {' ,J - "';.?:.:.': ," N . J Jc" . .... . . ...' ;. ... r;.:..:. . - ...... p'!"~:\ '. ,',"; . .'; " L'\ " :;: ,/:> ....... ','. <<, "x ". ...... ...............,:J, " n, ..,' ,,,':. ":"i:':" ;';:- . '.. ..' b:!: (., .'; · \ :;- '.' ~~ :::U .. '. '.' '. ;...:.::.....: 'J{' .:..~;j ..... ...... ".'.;;;" SITE -- :'.I"t, .'- .- :....~, '.' ...' ....:,....' ' . ':"::i'; '.' ';;, -- " " '."',, . . . ,'. ..".>.' '.' . - CONTRACTOR WICKED STICKS CONSTRUCTION LLC BART MARTINEAU MEMBER " CONTACT BART & KELLY MARTINEAU 900 N 7TH AVE. KELSO, WA. 98626 PHONE: (360) 751-9539 FAX: (360) 232-8494 PROJECT COORDINATOR / ENGINEER / SURVEYOR OLSON & MORRIS 380 Q STREET SUITE 200 SPRINGFIELD, OREGON 97477 PHONE: (541) 302-9790 FAX: (541) 485-3253 OWNER KELLEY-GREG LLC BART MARTINEAU ENGINEER OLSON & MORRIS . SCOTT MORRIS .. ;: .. ;,; CONTRACTOR WICKED STICKS CONSTRUCTION lLC BART MARTINEAU .' ',. " './ : i: ,~ ::.t ','" " ~ ~ >' .,.. ..' .... '.. .... t: " '.....:..:.. .:. ", ..;-. .'. :' ':.- . J' ': '. . '.: ';,:- .' : ."", :::::""i:;:., .: . '.;:;" :., .,' ..i.,:::.;'...:....: ':': ;. :....::..' ::) ~'" 0" .' ..' '::'<u:<' L:..'. ." ::"<:::J:.. >. .,' /: ,,:...., , '.' :.... ' ....... . .';<;' .':>' . : .' : .' . " :' .' ',' ': ...;. .; . .:;;'. '. , ::,:..::i;";<. :\"')"'. ..........:.,.,. . " ." '.i' ;..,.....':.. /.....':' ..' ,., :," . ':J .. ' .::'..: ... . '.;' ',',;:. "./ :/':.: . BONDING COMPANY LONGVIEW INSURANCE DATE: . VICINITY MAP NTS LEGEND '- '" PRIVATE STORM & WASTEWATER TABLE EX. PRVT. WW MH EX. PRVT. CB #2 8" FL IN (E)=47 4. 77 4" FL OUT (W)=478.26 8" FL IN (S)=474.29 GRATE=478.81 8" FL OUT (W)=474.26 RIM ELEV.=479.51 EX. PRVT. CB #3 6" FL OUT (NW)=478.43 GRATE =4 79.39 ) TL 4300 TL 4516 ~ TL 4517 TL 4518 --0 =:* ~. ~ -- ----- EX. PRVT. CB #1 FL NOT VISABLE GRATE=478.38 EX. PRVT. CB #4 6" FL OUT (NW)=478.16 GRATE=479.19 - . .:::::- ~ ~ "-~ ~~--- - - ~8"'n.-. ---. ~ "W~ ~~-. ~ --- C S1'KEET EX. PRVT. CB #2 4" FL OUT (W)=478.26 GRATE=478.81 ~~ , I ----- _ 12" FIR TO -..... ' BE REMOVED --r~ ---- --.... ----- - - - --- ........... ~ --- ........... ~ LEGAL DE~Cl!IPTION "- . __ PARCEL I: _BEGINNING AT THE SOUTHEAST CORNER OF THE LUCINDA COMEGYS DONATION LAND CLAIM NO. 81, TOWNSHIP 17 SOUTH, RANGE 2 Wt:>1 OF THE WILLAMtllt. MERIDIAN; THENCE SOUTH 89-50~' WEST 632.1 tttl ALONG THE SOUTH LINE OF SAID DONATION LAND CLAIM; THENCE SOUTH 00-02' EAST 852.50 FEET TO THE TRUE POINT OF BEGINNING,' RUNNING THENCE SOUTH 00-02' EAST 444.0 FEET; THENCE SOUTH 89-44 ~' EAST 653.2 FEET ALONG A LINE PARALLEL TO THE CENTERLINE OF THE McKENZIE HIGHWAY TO THE WOUTHWESTERLY MARGIN OF COMMERCIAL BOULEVARD; THENCE NORTH 4r45' WEST ALONG THE SOUTHWt:>ltRLY MARGIN OF COMMERCIAL BOULEVARD; THENCE NORTH 89-44 ~' WEST 255.58 FEET TO THE TRUE POINT OF BEGINNING, IN LANE COUNTY, OREGON. ,- I ----- ~ @ TL 45/1 TL 4510 TL 4509 - ~ I ~ <XJ r-' g'~ ~ --c') "' 8"WW ~. ~ \EX. PRVf. CB 111 j_ r- \.! Lr.J. 11, 12.. JGAS - JC ~- 28 Ow ' \ b l(fl, ~ ' 13 ~ ~ . ~ ;:E:~ 14 --~E~- --EXISTING RV SPACES TO BE REMOVED -E. 7~t:: h-:-.'!kL . CI).g [f] G . 5 'Ji ~ c-.,iJ 17 . <11 , 4 ~ @ o ,C) 35 lC) lC) TL 8100 TL 8000 TL 7900 TL 7000 lID PARCEL Ii. TL 7800 ~ EX. so MH #106 18" FL'IN (S)=472.61 ----~ 18" Fl OUT (N)=472.52 RIM EU V. =478.38 e..... ~/ ~ ~ ~ ~ '~ ~,:;- ID 27 ~~ 30 I I . EXISTING RV SPACES TO BE REMOVED -_26~ 31 25 If] NOTE: ALL EXISTING WOOD FENCING SURROUNDING THE SITE SHALL BE REMOVED. EXISTING CHAIN UNK FENCING " ~ONG THE SOUTH EAST PROPERTY UNE SHALL ~EMAIN. a. .. a " " EX. PRVT. CB 112 BEGINNING AT THE SOUTHEAST CORNER OF THE LUCINDA COMEGYS DONATION LAND CLAIM NO. 81, TOWNSHIP 17 SOUTH, RANGE 2 Wt:>1 OF THE WILLAMtllt MERIDIAN; THENCE SOUTH 89-50'30" WEST 632.10 FEET ALOfG THE SOUTH LINE OF SAID DONATION LAND CLAIM TO A POINT; THENCE SOUTH 0-0200" EAST 852.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 89-44'30" EAST 255.58 FEET TO A POINT ON THE SOUTHERLY LINE OF COMMERCIAL BOULEVARD; THENCE NORTH 41-45' WEST 21Z77 FEET ALONG THE SOUTHERLY LINE OF COMMERCIAL BOULEVARD TO A POINT; THENCE SOUTH 48-15' WEST 148.06 FEET TO A POINT; THENCE SOUTH 0-02'00" EAST 62.73 FEET TO THE TRUE POINT OF BEGINNING, IN LANE COUNTY, OREGON. ~ ~ ~ ~ ~ PARCEL I / - 61 ~ .. ..... .., . f ..~ .:: ....:... ~.:....... A": NOR111 B STREET '8"wW 29 - q;- -.... @- \\~ - r..... I~]~ ~ <XJ ~ . (.) 0 <(~ C)O z::E _w ~a:: xw woo 33 , , 6_~~)\ll . __ L~ .- I~ I " CI) . I I s=t ~ lfJ. 63 j ~ ~~~,~~M1 J- · ~}rl .. .f .,., \~. ....-- 64 M~IM'IP~~!9K ~'WiA j --~ 15" SPRUCE TO /B.E REMOVED TL 602 -J.;J. ~ G TL 8600 TL 8700 TL 8800 TL 7100 TL 8900 I ~ Cx> 32 24 <1 a:..., Cl)l @ . '-G 23 IPJ . ~~ TL 601 34 ~ G ~ I 22 ~'IPI ~ C) ~- . ,-:PJ- G I .=1-, 21 " -,~ TL 9004 18 719 2 CI) , ~.' 69 r.l;, ffi1 @ -<.. ' ~ 1 lrJi' 26- LfJ"OHE-- - '~'-r ~ I ,. '1'\' h I ~~~- * . .. 1.- :'JHS1 : i'fAS \ "-if I ' EXISTING BUILDINGS \ -iO 0 b 3: _ _ <<! TO BE REMOVED to C5 g ~ CURB &J ::: ./ ~ GUlltK~ ~ .~ EDGE OF Ac , t .,? I ( I Lr.J :c o W JC o TL 9003 TL 9002 TL 9001 TL 7200 . ~8"W _ OHE . ---. J "in I ~ "" r, TL 600 I(."( NORTH A STREET ;;. <0 \ ~ " . , \ 1\15" 'AR TO . BE REMOVED / -1J ~"wW , , ;:: ..<XJ~ -.. " \ \ 8"wW t.) ~ ~ 8"WW- 8"WW EX CI 12" Fl IN (S)=474.82 12" Fl OUT (W)=474.72 TC=479.02 I Lr.J :c o I ,TL 400 ...... . <::,) . ~ e::! TL 1300 EX. WW NH 11002 6" FL IN .~NW)=473.42 8" FL IN (E)=473.36 8" FL our (W)=473.10 RIM ELEV.:=479.40 I 3: 0 J!= y> "in ~ II TL 300 TL 200 TL 900 TL 1200 50' I " rn bJ)rn~ .s ~ ~ ~ ~.I j (\~ 8 ~ '*3 .1 (., _ \.: .........0 E 0....... ~ ,..,., 0 _~ 0 .q- · ~ ll) 0 \...l(';J N......... cr N en 00 Lr.J 0) N ,..,., .E ,.... . ...... t= cr. 0 J, 0 ~ ~. => 0 ,..,., <XJ E o ...... (/) .....-..q--g .,." ~ .-: 9 :; ~ g \1.,1. 0 (/) Lr.J l.O .q- 0 ., ) ~ Li: ....- l.O (fJ O OC) ......-0 I 0 z ~ .. @ <XJ a:: x ..... , t0a..~~8 (/)a.. (fJ ~ ~ SCALE: 1 "=50' o 50' ~~~ ~~'~~~l~~ ~O> w. ~ ~ ~/~ ,~ lOa' 1"'''....1/ · ....,,'... 1011.,...,/ .1'IIIIIWIIIIIII~IIII_I.il~~.IIII~"I~.I~II"llilll.~IIII' OHE GAS CAN o !J lJ 8"W - . [W] @ ~ 8"WW 24 "SO @ <lID fQJ HHB ~ * cu.., -e- --II- IT] LEJ ~ [ill rI1lRfiEllf :.: '..; .'::::; ~~:.'.: EXISTING OVERHEAD ELECTRIC EXISTING GAS EXISTING CABLE TV EXISTING FENCE ( EXISTING CULVERT EXISTING WATER LINE EXISTING EDGE OF AC PAVING ~ ~ ~ ~ ~ C ~ ~ ~ a EXISTING CURB & GU II t.R EXISTING WATER Mt I tR EXISTING WATER VALVE EXISTING FIRE HYDRANT EXISTING WASTEWATER SYSTEM EXISTING STORM DRAINAGE SY~ I tM EXISTING CLEANOUT EXISTING AREA DRAIN EXISTING CURB INLET EXISTING CATCH BASIN EXISTING STREET LIGHT EXISTING PRIVATE ~IKEET LIGHT EXISTING UTILITY POLE EXISTING POWER POLE W /TRANSFORMER EXISTING POWER POLE EXISTING TV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT EXISTING GAS RISER EXISTING TREES = cd ~ '. P-t I ") = <J.) S en en (1) en en. < Cl) I ") . . . I rn '"t3 ~ ~ .~ ~ ~ .~ ~ ~ (J) ~ a ~ ~ "'io-') ~ ~ c \..) ~~ o .~ ~...o a ~ ~ ~ ~ (J) ~/ ~ ~ ~ ~ ~ ~ b N t.t) v II IY"l 0'> s: o l'0 or- ........ N ~,~ ~ g G ~ ~ ~ ~ o o.c en ~ ~ ~ F ~ ~ ~ IX: 0 0 0 ~ 41 tIJ 41 ~ ~ ~ 41 41 41 >: >: >= < ~. ~ ~ 8 EXISTING MOBILE HOME EXISTING CARPORT JOUT BUILDING EXISTING PORCH EXISTING CONCRETE PAD SHEET INDEX C 1 SITE ASSESSMENT PLAN C2 SITE DEVELOPMENT PLAN C3 SITE GRADING PLAN C4 SITE UTILllY PLAN C5 CIVIL DETAILS C6 CIVIL DETAILS LA-1 LANDSCAPE PLAN LI-1 LIGHTING PLAN 0Cl o ~ 00 cij :0:(1 Z ; O 00' ~ (j) (i1, ~ ;:: >- (J (.;rJ tx: ..- EXISTING SITE DATA TOTAL AREA = 5.19 ACRES 36 RV SPACES TO BE REMOVED 1 PERMENANT RESIDENCE TO BE REMOVED 46 MOBILE HOME SPACES TO REMAIN SH~E' I' C ~. ~ 0': 6 Lender Project # 3650 V RCZ.cD ~..... OCX:/ifG Date Kecelv~u. ~Dy}-~rt<fZJ~_ ~ AUG 132008 ") o..r' (J dA10 ( ~ ~. Original submittaL at=:' . -~1tlL 1)O./G PtlCJZ I of g ~ ~ ... ... ......... ........... ~ '" "" ~ --\~ -~ TL 4507 .9:J I~ :: 00 ..... ~ ixJ :;: ;= co TL 7000 I I I I I -:--- I , I I I I I [ .l : ~ I ~ : i. ml (': . . ..H'.' [PJ I I - g" ~ 'N , 0 ; --. , -,- .. ~~Y" @~~' . r." '-.J :z > i=C2 en 0 x wt /-( D .='" PROPOSED PUBLIC, I ' FIRE HYDRANT ,W . " -'l _ . IC:)I ,_u ,..,_~",' _ _ NORTH B STREET _----J ~ _ @Vy e-... "' '" ~j) ", ~ \\ ~ ej~ ...... ~~ C:) TL 7100 3= 00 ~ Pl en -- TL 7200 :i: ;s: if:> '8"W ~ _~LI :-~ 8"W~ 3: s: co 8"WW ~ ,....z .."., . ....._........ - "~ \. \ \ '\ TL 200 " '\. I") , .0 -- '" "" ~ "",, ~ '" , '" "",, ~ " " ~ "\1;i " , ~ ~~ ~', . ~ "'~' ........ ---- ---. ~ " ~ ""'--- ~........ ---, X"~........,,, ~ - '" '" \ ~ ....---........ '\" " ~y~ \"\ \ ~ ~, " " , ~" " , . "'~" " " ~'" " ~),,",,) ~""" o~"" " ~" ~ ---- _' =---. ,____ :----..l --J -==== __ -- .............. -------.. ""'-""'-, ~ " ---- ............. COMMERCIAL A VENUE --- --- .......................... ~ --- 0,- --"- -- --- ............. --- ----- ~ ~ --- " --- " ~ ........--- . --- -- -- ...." ~ r~ ~ ---- C --..... ~ t .. ~lJ ~ c ~ i -::h I., __ ' --' i ' , .J 'u __.... ....... . to em)' "' ; ~ , . i. + , , . , :10 20 0' __~, 10 -:-- . , , i + PROPOSED 6' GALVANIZED CHAIN LINK FENCE ~- =15.0 " ~ -R= 15.0' ~ TYPICAL PARKING , . PAD W/ST~ PROPO SED PRIVATE = 15.0' FIRE HYDRANT ~ ~ SO PRIVATE STREET B B"WW " ~. ~ " PROPOS~;;WW R=15.01 R=15.0~ ,/ GRASSY-SWALE ~"\ 12. { 52.77' d + ;,.. ~ ":', 00+;;; 11 1 I") N ~ , to ~ ~, p '::, .::::> r: --.e N 76.94' 2 76.94' 3 76.94' 4 76.94' .1 5 76.94' 1 6 76.94' II 7 76.94' 8 :c~ O( :d ="I 76.94' 9 L. 76 .94' . 10 . -\, .- ~. ~"~ ,..... _.__ ..D..... .........--.- ~ ~ r~ /;J I o Y> to -- ~ o TL 900 -3= ~~ 82.80' 12 2,500 SQ. FT. J/ PARK @ 2-3' GATE ~ICHA'NUNK ~~ .'": 0- ~i I r -!__uu.-_............... TL 700 ~ b o cO N b c cC N 82.80' 13 b o cO N- ~' .... . -- . ,~.. I rEI. ~ .--....-.......--.'] "...~ ,.0.. .. .'. _ ~ " .. - \ 63 _____00" ~.._~ . - L-==1 . .. . . .._' __".___..__ - eo__... PROPOSED GATE '",~~?POSEO PUBUC ~E HYDRANT " ~.. " "/ " " ~ '" ~ ,," "" ~ . ~"" " " "" ~ "" "",, "- ~ "" "" ~" )) ~"" "~~ ~ '\. '" ,,'" ~ "''' " . ~ '" "" ~O'"'' """ ~ "" "" b o cO N - 24.0' 82.80' 14 '0 o cO ~ ~ b o cO N ~ ~ ~ ~ ~ ~ ~ ~ ~ 82.80' 15 c ~ ~ ~ ~ ~ ~ ~ ~ TL 601 '0 o cO N 82.80' 16 64 .~ b o cO N b o <ci N . . . . . ~ ' . ... 82.80' 17 '0 o cO N ~ ~ b o <ci N PRIVATE tJ1Jj,EET C 82.80' 18 b o cO N b o <ci N c c ~ b o cO N 82.80' 19 C: c ~ \ \ ,) . . r -aJ -lr_ If n ..n '- - . F '- PROPOSED PUBLIC 3: FIRE HYDRANT ;:: '1> I ;: ?= ~ ~lEJ J '\ (0 \ 8"WV1 \ \ )r,~ OH~ 82.80' ~ ~ r' ~ 20 N ,.~I Nf"\.. .. R? ~O' 1 ___ - 1'. '.- " n:w. /:. _.1' ,.___ ,._._ __ ...._. '..__ EXISTING - 240' - nRIVFwAY NORTH A STREET 'in a:i N . CL r . . -0 .n r ;r r . 'I r fl B"WW @ a"ww l..lJ 5 TL 1200 L:..J :c o TL 1300 LEGEND OHE '- ~ SCAlE. 1 "=40' 40' 0 ~ 40' 80' . SITE DATA: 45 EXISTING LOTS 20 NEW LOTS 18 GUEST PARKING SPACES 2,500 SQ. FT. PARK EXISTING OVERHEAD ELE~ I tdC EXISTING FENCE ( EXISTING CULVERT EXISTING WATER UNE EXISTING EDGE OF AC PAVING PROPOSED EDGE OF AC PAVING EXISTING CURB & GUTTER [WJ EXISTING WATER METER Q9 EXISTING WATER VALVE ~ EXISTING FIRE HYDRANT ~"!f(;) --0 0- -0 " ) ~ @ 8"w . 8"WW 24 "SO ::3 EXISTING WASTEWATER SY~ I tM EXISTING STORM DRAINAGE SYSTEM cg EXISTING CLEAN OUT ([I]) EXISTING AREA DRAIN rDJ EXISTING CURB INLET lHHJ EXISTING CATCH BASIN ~ EXISTING ~ I t<EET LIGHT -* EXISTING PRIVATE STREET LIGHT ~ EXISTING UTILITY POLE -e- EXISTING POWER POLE W /TRANSFORMER -II- EXISTING POWER POLE II] EXISTING 1V PEDESTAL IE] EXISTING TELEPHONE PEDESTAL ~ EXISTING ELECTRICAL VAULT [QJ EXISTING GAS RISER EXISTING TREES EXISTING MOBILE HOME f(wrh W EXISTING CARPORT JOUT BUILDING EXISTING PORCH "" .':', ~ :,.:', EXISTING CONCRETE PAD - .~ . :..~"" . .'.: A a:l ::-. ~ i~~ ~~ en.~ E3 . I. (." '- ...... ....... 0 E = 0......0>1")0 o.q-.......tO~ N.......O>NfI) 0> I I").C l..lJ NI'- I- .0100 :5 0:::0 I") 00 EI en "I;J- '"0 - - C .0:=:-0 I- · "'" _ C (/)G:jtO"I;J-O- G: '- .e.!fl' o(!).. 0 o~ ~ ..~ CX) 0::: 0 ~ '0 ,1")000:I:L.L:o (/)0.. fI) ~ 00. $:1 .~ o ~ 00 0 0:>1 ~t;~ ~ ~r: ot:~ ~ Q.; !S ~tJzi:l 1.0 ~~. ..... ~ ~ ~ ~ ~. ~~~ ~ ~ t3 ~ ~ o ~ ~ ~ a $:1 cd . I ~ I ') $:1 (J) S ~ ~ ~o~ ~ ~..o c.> Q) 0 ~ > ~ 'L- ~ (J) --..-... ~ CJ) I ') · i-I r:n ~ ~ o ~ ~ "'f-,) ~ ~ o C-) CJ) ~ t3 r-.....;;) ~ ~ t3 ~ (:j ~ ~ .~ ~ ~ .~ ~ ~ C N v "I;J- II 0') ::: co I") ..- o ......... N -- 0 ~, z ~ .. ~ tii ~ ~ ~ :-:.; :-:.; :-:.; ~F~~~ Oll:: 0::000 X ~ ~ tr.1 tr.1 i> ~ ~ tr.1 tr.1 tr.1 :> :> :> <( tr.1 tr.1 tr.1 Ou tx: tx: tx: 00 ~ ~ I en in, 1-4 i= ~ <3 ~ ..- SH~E' 1 ' C2 of 6 A ~ .s ~ [ ~~ 1.iJ '((~(\~ Co) ~ ~ .1 (:,\ _ \... 1'0 E- Of'~t")o 0~'-100 Nf'O)Nc:ti - 0) I t").C 1.LJ NI"- '=020100 :::>ot")coE en .._~-g "":9:;~g - enW1O~O -...........10(1) CJ t5 .............0 o ~ ~ .. @ 00 a::: 0 ~ :::: , t") a.. :c u..: 0 ena.. ~ " '" " ~ ~ s:: o 00 ~. ~ o " )/ 00 . ..... J.-4 J.-4 o :>1 ~ ~ SCALE: 1"=40' 40' 0 ~ 40' I 80' I ~ C) CONSTRUCTION NOTES 1. CONST STD. WHEEL STOP. 15. CONST 3" AC ON 10" CRUSHED ROCK. 16. CONST 6" CONCRtlt OVER 7" CRUSHED ROCK. 16. CONST 6" CONCRtl t OVER 7" CRUSHED ROCK. 17. CONST 1.5' WIDE 6" CONCRETE OVER 7" CRUSHED ROCK. 20. REMOVE EXISTING CONCRETE PAD. 21. CONST 3' CHAIN LINK FENCE. 22. CONST 6' CHAIN LINK FENCE. 57. CONST PARKING PAD W/STORAGE FACILITY AS PER DETAIL. REFER TO SHEET e6. 82. SAWCUT AND REMOVE EXISTING AC TO CUTLINE. 100. CONST GATE W /ARE LOCK. NOT~S: 1. ALL PROPOSED PARKING SPACES SHALL BE PERMANENTLY MARKED WITH 4" WIDE TRAFFIC "WHITE" STRIPING. 2. ALL PAVING (EXCLUDING NEW PAVING AREAS) SHALL BE TREATED WITH SLURRY SEALING. 3. AFTER SEALING AC ALL SPEED BUMPS SHALL BE PAINTED TRAFFIC "YELLOW". 4. ALL EXISTING PRIVATE STREET LIGHTING IS TO BE REMOVED. ---- ---- ~ ----...... ,," \ ~ ............. ~ -- ------ " --- . ~ ............. -.. .................. ~ " "-.. --=' ____ L.._.--"': MATCH >~. EX AC: COMMERCIAL A VENUE ~ o t):,- ()) ~ a -- ~ ~ c-j ~ - ---- \ --- (~-- ~ /' / ............ TL 4507 ............. """-- --... - ~ cd . I ~ bIJ ~ . ...... > cd ~&..~ ...........-.. o.~ bIJ~~ ~ 0 ..-; ~ "'-J ~ cd ~ ~ (1) I "'l . ...... 00 ~"...."t ~_ -- --- --... ............. ~ ~ " " --- --- ~ .................. -- - . --- -- ------ ----- CJ.) ~ o ~ 991 LF @ '\ ~ ~ ~ o \...) ---- ~ LEGEND ()) ~ ~ EXISTING OVERHEAD ELECTRIC EXISTING FENCE ( EXISTING CULVERT EXISTING WATER LINE EXISTING EDGE OF AC PAVING PROPOSED EDGE OF AC PA~NG EXISTING CURB & GUTTER EXISTING WATER METER EXISTING WATER VALVE EXISTING FIRE HYDRANT OHE- TL 7000 ~ --0 :J 0- -0 ) " ~l} CJ.) ~ c-j ~ ~ ~ c-j ~ '" '" 8"W ~ .......,;) ()) .~ ~ .~ ~ ~ ~ -'l' 101 ~ NORTH B STREET lY!J Q9 ~ @ 8"WW . @ 24 "SD . @ ({ID lQ IHIH ~ * ~ -e- -II- W ~ [f] ~ ~ [.ill ~~p ~ ~ e...:; CI) ....... ~ TL 700 =~ \" EXISTING WASTEWATER SY:::, It:.M EXISTING STORM DRAINAGE SY~ I tM EXISTING CLEANOUT EXISTING AREA DRAIN EXISTING CURB INLET EXISTING CATCH BASIN EXISTING STREET LIGHT EXISTING PRIVATE STREET LIGHT EXISTING UTILITY POLE EXISTING POWER POLE W /TRANSFORMER EXISTING POWER POLE EXISTING TV PEDESTAL EXISTING TELEPHONE PEDESTAL EXISTING ELECTRICAL VAULT EXISTING GAS RISER ~ TL 7100 b c::".I .q- .q- II 00 0'> ~ tI') ~ ~, :;; :;; :;; N ..- 0 ~ F ~ ~ ~ ';::), z ~ IX: 0 0 0 f-4 ~ IJJ IJJ IJJ U tii ~ ~ ~ ~ IJJ ~ ~ ~ g ...J ~ c) > > > IJJ IJJ IJJ 0 ,:l. rn IX: P;: IX: TL 601 7 1 1 ~ ~ TL 7200 co 0 ~ 00' --I cij ~ Z ~ 0 fD => ....... en (f) ....... ~ > 41 u t:X: ..... ; t K:-i\ \ ~ ~ "'-- ~ '-- /' ;/ -ci . b ' , . , 0 = tJ 0 D 0 D- o 0 ~ \ ~\~ L ---. - - - -' - ~ ...-0 c G ;.;.--' -- EXISTING MOBILE HOME ---- --- amw \ EXISTING CARPORT/OUT BUILDING EXISTING PORCH EXISTING CONCRt I t PAD ....,..., 4Th 0" 47~ 48 ~ -, _.. ....... ~~ \, \ SH~E' I' C3 of '6 f- ..,. ~:~- ". ...."..... - ..~ .. ::.... .".: "Date Rece\ved: ~, 13 Original submittal tf';L - 'Fb1c 3 0+ <6 II I . 3: ~ CO ~ ~ST CO #1 ~a" FL=475.13 RIM ElEV.=479.1:1: 492 ~OO% . ~OO%~ ...... : =12"SIL "\''\ ,b.~\. , \~. ~. '\/ V, '~" 'Q J, 6'. '\ ./ '-- , '\ \'\ STCOH4@ @STCO#5 · (. ~~~~i'~'" r~--------------------~---}~ @CB#I\\---",_Cr-------loot:F-j--8.S!..---7---17LF- /, I \\\ \", L::~ ~S=O.50% ~725 SF @S=O.50% ~::J \\, ~ \ \\\ \\\\ \\\\\\\\ ~ , , " 14 "WW , \ \ '- '.:: \ STORMWATER SYSTEM SCALE: 1"=20' . I%"W r;1~ 6 LF I' ~~.S=1.00%',\ .. aUST ~ ~ I, I'.. _ .' ~ \ . / /1 .L 492 f"" "" ~ . , '\ (47~F I '~ST CO #1 '" - "" AD #1 '~ \~S~1.00% ~8' Fl=47:69 8' Fl OUT ~W)=475.75~ . S=1.00%@ RIM ELE.V.-479.0t GRATE ELEV.-478.26 491 20 29~~ - ~ . S=O.50~~ ~ " " " G\-@" '" ~ "" ~EXCI ~ NEW 8" FL IN (E)=474.92 12" FL IN (S)=474.82 12" FL OUT (W)=474.72 TC=479.02 @~=~~OO% NORTH A STREET " '" " " ~ '" .------- '- I I " I I I . - I /': I I ; - I ~: I I ,C; I ; oc- L:..., I i La.J L~f: ~ ..: II ~ T . . ..W- . I I I I ~ ---- , , .....--....... . " ~. ",'\ ---t- ~ ............ ---- ":- ---- -........ --. -- COMMERCIAL A VENUE TL 4507 .~.. ___.--------: _ -.---.Jl :a=:=z=: --= 1:1..---- _ 'L ~ ~ J ~ <0 ~ ix;) tt') . o I oc- J.. c ~_..~ . ~ (f] ~ ~ N' ; 0 oc- ~ ;: s: : ,C'"J -Ir,". j o'1q., m L"'{b ,_' <0 , ~b \ i ~:-r ~ WW CO #1 8" FL OUT (N)=474.39 RIM ELEV.=479.59 TL 7000 ~ "- ,.~ : '--- ~ -IQI --,. : -::!/ - I ,-- .. /. ~) ~ ~ BHf- ~" :z > i= (2: (/')0 X LLJ , ,~,7- .. ~ -o\-\E- ~ so- PRWA.TE STREET B @ ---- PRVT. WW MH 8"WW- ... N~JE #4 i/r I %"W . 14"WW 11 100 LF (281) ~ / ,..; ~=1.00% 281 co /- , TL 700 o"WW WW CO #2 . 8" FL OUT (N)=475.32 RIM ELEV.=479.49 TL 7100 " --- ,r "-.. UTlL..... :1 I I '" "100' I I " ~ I , .' I J ELECTRIC FOR @ . I I J FUTURE USE wi I %"W 12 I J I P UTIL...... I - , I 4"WW , I .. z I II I I 3 0 - · 62 ;: I UTIL % 'W I - ~ ::; %"W 13 UTILI-' I ~ ~ - /' ::> 4"WW I . -......... 4"WW J I \ GWW CO #1 .-----.j I I 5 I ~ 271 LF~ fj511 , · ~ ~"W . - - I %"W I I ~ LLJ \ J UTlL 4 4 14 UTILI-' I I . -. ' ' \ . 1281\93 LF ~~.!--L !loft. )JI~~: 1li499\ I : I::l 11~6~ iPl ''\ _.~S=1.00% ~"W . = ~-I ' I %"W ~ ~ I,~II.II= . ~ \ I UTlL 5 4 ~ . 15 UTilI-' I ~ I I ;: '.. .:- .' ~~ ~ 4"WW1 ~ I 't-;. 14"WW I ~ I I ] ~._..._..- .I-::~.' \ /' ~ I ;;; 844 I I , 1:- 64 :, ':i:':. ~ \ 1\ <) 3ll'''''' t ~ - I · 3/ W I ~ I '. . ." .,... . :..t.. == m=co ===0 ........ == \ \.... bt. <. I UTlL 6 74" . IX) ~ I · 7/ 16 UTILI-. I ;; I · .... . .~ ............... ::;: , ~ ~y' . 4"WW1 - ~ -. 14"WW I ~ II flJ1i1i . 1\ <.;;' \. .J ->.~<\~ .@WWCO#;-,..II'II 1 355 SF ~ '\ \;., REFER TO DETAIL~. I UTlL 'l :~I ~ =! : ~~ 17 UTILI- J I'./'" ~ PRIVATE STREET C '\ ~~ '. _ABOVE '\ ....._-' I ~ i . I.S.......('" @ \ '\ \ as IUTlL . 8 :~;~ ~: I _ ~::: 18 UTlLI-':1 i.1 \ \.....\' ~86 LF l' -,. I. I I ,,\\ ~S=1.00% %"W f IX) J *"W I I I Y. >>c , I UTlL 9 4 19 UTILI- .1 I I.~ tv 4"WW. _ I - I 4"WW I I . ~ , -GWW CO #3 . I , \\ \ \ ~L 10 %~ - I *"W 20 UTI It I L \ .\~'\.\ . 4t:yV. '-; ~ 14"WW I ", \; I I . .. ~.~ . .J... r . . . , . . 1.CJ M .'. L 1LW -.' - n n. 0 n 1"1 .n . '~'::... · ..n ...... :.. /E~~~ ... ~.:- :. .:.:=ynl-- @ ~ :; o ORnt.EWAY- NORTH A STREET ~ (p . non 8_ %nW .-'\ 1 4"WW1 WW CO #3 8" FL OUT (N)=475.32 RIM ELEV.=479.18 NORTH B STREET I J UTlL IC:Jl -i ~-'- @ e.... ~~ ~p '" ~ \ \ ~ WJ~ rJtJoi ~ ,5:~ s= (-",) ~ ~ ~ 2 %W I 4"WW1 ~ IUTlL ;:. ex, ~ ~ ex, oc- 8"ST c TL 7200 .~ (-0 8"W. ~ I ~-a'W. 0"<<,. -~ ~ - _._.,. . _u_ l= co ".,.,.....- .~ ~ 3"WW ...." ~ . -,', \. \ '&f ~ /;J c I Lh :c o B"WW /-,. @ 8"'lnu '''' I.a;J :c o o $I'> in oc- TL 200 TL 900 TL 1200 TL 1300 I I o CONSTRUCTION NOTES 15. CONST 3" AC ON 10" CRUSHED ROCK. 40. CONST 4" CONCRETE OVER 1>> CRUSHED ROCK. 82. SAWCUT AND REMOVE EXIXTlNG AC TO CUTUNE. 83. SAWCUT AND REMOVE EXISTING CONCRETE. 90. EXISTING UTILITIES TO BE RELOCATED BY SERVICE PROVIDER. 100. CONST BOLlARD AS PER DETAIL. REFER TO SHEET C6. 281. CONST a" WA~It.WATER PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 400. CUT INTO EXISTING CURB INLET. 411. CLEAN EXISTING AREA DRAIN OF DEBRIS AND FLUSH LINE. 412. CONST DUAL CHAMBER CATCH BASIN WITH FOSSIL FILTER INSERT AS PER DETAIL. REFER TO SHEET C6. 444. CONST GRASSY-SWALE AS PER DETAIL. REFER TO SHEET C7. 445. CONST 6" ROUND ROCK OUTFALL STRUCTURE. 450. CONST STD. CLEANOUT WITH CAST IRON LID. 479. CONST 8n STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 490. CONST 8" PVC 90. ELBOW WITH 8" STAND PIPE & AREA DRAIN GRATE. 491. CONST 8'. PVC 45. ELBOW. 492. CONST 8" PVC WYE. 499. CONST t' PVC SCHEDULE 40 WATER LINE. 501. CONST 6" C900 FIRE LINE. 520. CONST 6" DOUBLE CHECK AS PER DETAIL. REFER TO SHttl C6. 525. CONST 6n C900 90. ELBOW 528. CONST 8n MJ X 6" FLG TEE WITH RETAINER GLANDS. 529. CONST 10n MJ X 6" FLG TEE WITH RETAINER GLANDS. 530. CONST 6" GATE VALVE FLG X MJ WITH RETAINER GlANDS. 540. CONST FIRE HYDRANT WITH RETAINER GLANDS AS PER S.U.B. STD. ------ ST CO #4 8" FL OUT (E)=478.03 RIM ELEV.=479.61: ST CO #5 8" FL OUT (E)=477.53 RIM ELEV.=479.31: TL 601 ~ '" ~ a"WW LEGEND 'OHE --0 0 Cl ) ) a"w 2"W' 6"F UTtl @' 8"WW (0 a"WW @ 24"SD (0 8"ST , " J/ SCAlE: 1 #=40' 40' o 40' 80' :".'..'".... ......,...-.......1" ".- ,.,.. ., EXISTING OVERHEAD ELECTRIC C! . EXISTING FENCE ( EXISTING CULVERT EXISTING WATER LINE PROPOSED WATER LINE PROPOSED RRE LINE PROPOSED UTILITIES (I.E. COMCAST & ELECTRIC) EXISTING EDGE OF AC PAVING PROPOSED EDGE OF AC PA~NG EXISTING CURB & GUTfER I1lJ EXISTING WATER METER :wJ PROPOSED WATER METER Q9 EXISTING WATER VALVE ~ PROPOSED WATER VALVE ~ EXISTING FIRE HYDRANT ~T<::) ... PROPOSED FIRE HYDRANT EXISTING WA~ltWATER SYSTEM PROPOSED WASTEWATER SYSTEM EXISTING STORM DRAINAGE SYSTEM PROPOSED STORM DRAINAGE SYSTEM ([J) PROPOSED AREA DRAIN II PROPOSED CATCH BASIN (0 PROPOSED CLEANOUT cg EXISTING CLEANOUT @ EXISTING AREA DRAIN [QI EXISTING CURB INLET IIHfl EXISTING CATCH BASIN ~ EXISTING ~ I KEET LIGHT *- EXISTING PRIVATE STREET LIGHT <:""(b EXISTING UTILITY POLE -e- EXISTING POWER POLE W /TRANSFORMER ---II- EXISTING POWER POLE II] EXISTING TV PEDESTAL IE] EXISTING TELEPHONE PEDESTAL ~ EXISTING ELECTRICAL VAULT [ill EXISTING GAS RISER EXISTING MOBILE HOME rh <~IM}r/t,~ EXISTING CARPORT/OUT BUILDING EXISTING PORCH rJ'.) t:uJ CQ ~ m .= ~ ~ ~(1)~ ~ ~.~::$ ~_ ~~OO ((~ 8 ~ ~ . ( (., - \.: ........0 E o........~t")o o -.:t" .... Il') () N........c:rNui W 0> N I"') 'E ~cig~E (/') 0 -.:t" -0 ..- C ....:g:.;~g - (/')wLOoo;;to -"""-Il')(J) CJ ~ ........- (5 OZ ~ ..@ co(2o~~ ,tt')a..:cu.:o (/')0.. ~ I , ~ ~ o 00 I , o 00 . ...... ~ ~ o ~ 1& ~~ . ~4?~ ~ ~ ~ ~ d ~ ~ C\$ I I P-t ~ I ') .. J . I .. J I ') W CJ) I ") ... I 00 (J) ~ o ~ -<<- NOTES: 1. EXISTING WASTEWATER TRUNK LINE WITHIN THE NEW MOBILE HOME LOT AREA SHAll BE REMOVED, LATERALS SHALL BE ABANDONED IN PLACE. 2. OVER HEAD UTILmES AND UTILITY POLES SHALL BE REMOVED. 3. THE POINT OF CONNECTION FOR THE EXISTING WATER SYSTEM SHALL BE _ LOCATED BY THE CONTRACTOR, CAPPED AND THE SY~ I t:.M ABANDONED IN , PLACE. 4. CONTRACTOR SHALL POT' HOLE IN PRIVATE STREET B TO LOCATE EXISTlNG- WATER SERVICE MAIN AND CONNECT TO PROVIDE SERVICE TO NEW LOTS. 5. EXISTING QUEST PHONE SERVICE IS TO BE ABANDONED. 6. CONTRACTOR SHALL PROVIDE 3' CLEARANCE AROUND FIRE HYDRANTS. ~ .................. PRIVATE WASTEWATER & STORM TABLE- ___ --- EX. PRVT. WW MH CB #1 - - 8" FL IN (E)=47 4.77 8" FL OUT (E)=478.1 0 ____ 8" FL IN (5)=474.29 GRATE=479.6:1: 8" FL OUT (W)=474.26 RIM ELEV.=479.51 CB #2 8" FL OUT (N)=4 77.52 GRATE=479.31: ~~ o .~ ~,.o o ~ Q) ~ d ~ ~ ~ d ~ ~ o ~ ~ ~ a ~ "'f...) ~ ~ o \...) ~ ~ ~ ~ ~ ~ .~ ~ ~ .~ ~ ~ b N' .q- oo;;t II 0') $: co tt') ~ o ........ N ~~ G ~ a ~ <( IX: U o Q.. en ~ ~ ~ rXl ~ c:: Q :J: ~ trJ ~ trJ > LxJ tx: ~ ~ rXl rXl Q Q trJ LxJ ~ ~ trJ trJ >: >: <( LxJ LxJ Ou" rx: rx: 00 ~ ~ ~ Q ~ (f). ...... ~ > u JJ;J tx: .- SH~tr 1 i C~': of 6 !. Date Received: I J 3 2 Original Submittal, /(X-. PaCje L/- 01- ~ , o 0> , I ~ ~"'''' / SURFACING AS PER PlANS ""''''''' ""''''''' . :. :') :'~.'(.~:'..~ >>%~ :~:"~: ~:.:::..:~:,:~..:..~ ~~/, <<~ , :~.:~; ::'<};~'.:~::.; <<~< . ....,. . <..... ...., >A~/>> ~ \/.:";".:' ~.<<<<<< g . --;.: ><'.'; : ;;~:~. .:. ~,,'" '\- ,>~ . PIPf;, ZONE .~:. ~:. ~~~ .:.~::.:.:'~. ~~: ..:~~.:i.:;:?~;:~; 3/4 CRUSHED ROCK ..s.. . . :.~ .:~; ."6':Kflr(~ "7.'~ <.... , , .~:;D ~:t ;! . ".: ;.~ .:: ':.:~~;~ t~( :~r 1it:~' 'lf24:P~~ l> 1) '.' PIPE O.D. O:D " . ~ -- . " " BEDDING MATERIAL :.:~!~~:; ..~ ' 3/4" CRUSHED ROCK ":.:~;{..(r~::~.:~ }).~::~.~j;~ J; :i~.': TONE/TRACER WIRE, BACKFlLL MATERIAL IMPORTED COMPACTED GRANULAR BACKFIll WITHIN PAVED AREA NATIVE BACKFill MATERIAL OUTSIDE PAVED AREA 4" MIN 'l'YPICAL WAr_'ER TRENCH DETAI~ NJ.S.- GROUND lEVEl '\ :.~~~~~. ~...~~,~,,<< r STANDARD :'Illi FRAME & COVER l.-L MECHANICAL PLUG '0' 'wi' .') ~~~"i>\ool!\."- ?, :\ ~ .Q.'..~~ ~ :1 ~ -..:s NOTE: SECTION TO BE POURED SO THAT A MINIMUM COVER OF 4" EXISTS ON AlL SURFACES OF PIPE. 4 "MIN 4"MIN , I PIPE lYPE AND SIZE AS PER PlANS. ..... . . -..4 :... .:. :. :'~. :". [EXTRA LENGTH TO EXTEND . ~ '. : :: :.: : " : '. ~ :.~ :'.:: ~ ' BELL BEYOND CONCREfE ..... 1 ~:.t..J . .. 0 . , . . . .. . '} LtlN ' ". .. . .. ". - <: ~VJ.J . . .~:~ :: =' 0 . :. ::' :".: o. :. :'.: :". / '. : : '.. . ..' . . . .. .:;1" ." . " [ ':~~:.::=~~'vmm:~',~::::... . . ;"t . ::;:"~~~i.~:' ,:;." '1'."'~"":<<"'" >>;-.:~,,~ ~ ~ ~ ~;-':'" MECHANICAl PLUG CLEAN OUT DEr~'AIL NJ.S, ..... 25.0' . .:J '20.5' PARKING ... t> V' '. 'V 'tJ t> 'V. t>. t>. v V. . . . v . . . "V . t> 'v '\7 . .' v V . t> t>. . . . '7 v. ..- t> ~' v.. tW .. .V .' t> v . V' t> t>: '. t> V' t> V .t> . v '. . t>. '7 . i> v: v " t> . . '7 . '7. . v. . t>' V . '9''0' t> V''\7 .t> .t> .~ . 'V'. .t> . . v. . V .t> t> . . .V' t> v . t> . V. .... ''\7., .'\l. . v SLOPE TOWARD ROADWAY . . v . _. . t> ''!\J' . t> ''7 > .V .t> . :v . . v .~. '. t> ~ .\> V' . t>' v t.- . v V' . .'\7. . t>. V . . '\7 . '. . t> . t> '\7 v' v V t> t> . 'v v .t> . ' g '. t>. . '7.' V .V t> . . t> t> V. V' t> b: v' .t> . "\7- .V v ..v t>' .v : .t> Vb- V ~V . . 'q . 't> t>. ". V . )> . . . t>/'. V v....-r. . ~ / TYPICAL '57 . V t> '! t.-. . . t> 6" REINFORCED CONCRETE OVER 2" ~"-O" CRUSHED ROCK COMPACTED TO 95% \'V . t> v.' TRAP W/ HINGED UD tilliNG AS NEEDED OUTLET PIPE OUTLET ElEVATIONS AS SHOWN ON PLANS v. . . ~. '. .v 'i <<7 ..' . . -t> V ..~, V t> v . . iT . t> t> '\7 ' .' . ~7t. . . ~. .' !' t>. ....... 3' .. v '. V --... ---- 3.5" A 6.0' t> V t> ,v. . . v 00 b.O ::-. ~ 00 0 - -r-t ~ ~ ~Q)Q) .--t Q) ~ :::s ~ 00 · 6b 8~OO O~~ ~ ~ o 00 . J o ....... ,....... 0 E'- o,.......Sl>f'l') 0 o-q-o;Lt')~ <"4 ~ I ~.~ W <"411:: !:=a:::OLt') 0 :::>o""'ooE (/) ...-..-q--g ,....: 0 :; -.. 0 (/)....Jl.O'l'""'"C- W '- -q-, 0 G: 1.O en - oG ..'-(5 o ~ ~ ..@ 00 a::: ~ ...... , ,.,., a.. ~ u.: 15 _ (/)a.. ~ / . EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRt.It., AC PAVING SHALL BE CLEAN AND SURFACE AS PER PLANS\ /:-. '........ ~ :. .: . ,; '. ~ :- ...,.."..; .,.. .... >: ': ~'. . ....': . ~ :~R~~P[~~~IG~p~:;.tt<IAL ~~~~"'~"'~"'~~~Z~~~~~Z~~~~~~"'~~~~"''''~ AT&T BROADBAND OFF WHITE TYPICA=-. U~~~-Jr_'y TRENCH ~ETAIL NJ.S. r SOUD PLATE UD r ~~~it~22~ , 11111I1111 U 1III1 ~~\ \:sb- 1 t; E.\\\~\" \\? ;.. / 4" CONCRETE FILLED 1""'" STEEL PIPE PAINTED · RED. MAINTAIN MIN. 3' PLACEMENT FROM HYDRANT. b <.ci ,\1 -=1 ':' . ~ TRAP W/ HINGED UD 53-1/4"x 29-1/4" 1 0 GA, STEEL CATCH BASIN WITH 24" SUMP & FOSSIL FILTER INSERT. ASPHALT COATED INSIDE AND OUT, f: <0 ,.,., ~ 24" SUMP \ lfJt!= FHa JI ":::::;:/";::::II;;!!!. ~/II I,....!!. ---III::::::: 11- -::::::/11::::=/1/: !' PROVIDE SMOOTH lEVEL BASE , , ,~ - , . < r CONCRI:.II: FOOTING ./ 15" WIDTH MIN. (0 .' ,.,., 53-1/4" <}. 1 ..... 'J , 1 to c..J ....., I-c 15 n ....; JUAL CHAMB~R CA~C~= BASI~ N.T.S, 4.0' - --- STORAGE ~ ' FACILllY t> . ,t> .v iT ~ 't> 'V v .V . 't> "t>. ~. '. t>. v.. '7 : . v . '7 \> V V t>.. . V . V" .t> t> . V. . . 'V ~ t> '\1'" PAR.iING ?A~ DETAIL NJ.S~ . t>' V 'i> V \> t> 30LLARD 3ETAIL N.T.S. 12 ... ,.,., 0.5' V v . .~ v . -- ~----- ---- -------- 00 . ..... ~ ~ o :?J NOTE: WHEEL STOP IS TO BE 6" IN WIDTH WHEEL STOP DETAIL N.T.S. ..... 8.0' ..I ~ 1 ~" GALVANIZED -' / POST & CAP ~ ~ t3 ~ t> "V t> "S7 . .eJ 00 . .. . ..... oj . I "') (J) ~ Cl) ~ o ~ ;v , i> . v . V :';'1'Y<<~~~><<<~V . '. ~~~~~7" .' ;. ~~0'~ 4 'i'~~'"/' . I . ..... >- . ..... Q ~~ o .~ ~,.Q o ~ I --..... . t> -. .. \> .' "\7 V " :, :~ :~V<<V<<Y<<'~V<<'\7 STD. GALVANIZED '. y~~~..<~~~<<, CHAIN UNK FENCING . "4~@' . . l' . J ~ Cl) ~ t3 ~ ~ ~ t3 ~ --.& . ~ CHAI~ ~INK ?ENCE D~TAIL N. T.S. ' ~ o t)) Q.) ~ a ~ ~ ~ ~ o c.J Q.) E t.....::J ""d ........:) Q.) .~ ~ ~ .~ ~ Rt- f/) ---- - '----- . 0.5' -..... lYP. j . v'> ~, t- . \> 7 o <Xi o ,.....: T-111 SIDING FRAMING- 2"X4" 2' D.C. W /'/a" PLYWOOD & COMPOSITE ROOFING 'V. o <Xi 'Q t?- :q SLOPE PARKING TOWARD ROADWAY 'r - , t> ~. y V. t> V ' ~ , . ~I -; ..... 4.0' ... ..... r: 0.5' - , , w t> LEVEL PAD ~ Ol OOrr) o """' N ~ ~ f-4 u tii ti1 ~ g o t.lt ~ ~ ~ ~ F /Xl txl /Xl no: ~QOQ ~ ~~tl.1l.t.1 ?" ~ ~ tii r::! r::! r::! ~ >>>0< U tl.1l.t.1l.t.1 (fl 0:: 0:: 0:: U o cc o ........... ..q- """', ex) ....J ~ ~ Q ~ c.n !a ~ > C3 ~ 0:: ..- v V. .' .... 3.0' 8.0' 9.0' SH~~' 1 ' C5 ... ..... - -, STO~AG~ ?ACI~-JIr~'y DETAI~ NJ.S. ... 0.' 6 d '~ pate P,ece\ve: \ l AUG\3 , . ;/'~ Qrig\na\ submltta\ 5 ()cu;.e 5 of ~ - - 3" AC PAVING 1.5" B MIX B 1 5" ASE COURSE . C MIX WEARING COURSE /~ 1------ NOTE 4 ,I ~J ) ~ rru~~ I ~ ~t,' \,.,.....-t. t ) - J - ~_ J--' - -rr NOTE 10 \ o (/ I r- N~TE 5 J I ' .... ... r~ fcr :J ~ t: ~ .-.-. ~ ~ NOTE 8 NOTE 6 / OVERHEAD 'B' w rrrl FDC 24.0' PRIVATE ROADWAY 22.0' AC PAVING 1 0" ~" 0" COMP1CTED ~~U~~iD ROCK - .. ~.. ---- -- .- .-. _I. -- .. - - .- - - -- _... - . . .- ... -.. -.-. ~ .. .. ... =.1..111 . ,. -- . ....-. " 1.- t 1- -.. I: II -11tJ1II:...II.... ..... ..1 .. _ .. __ .. -..". _.. ..-111.....1... ..- II ...-.- .1. II II II .... .. _I -.- -. ~ .- - ,,--. - 1 J:I . ~.. .,.. WfI.- II -...- 1-.. ..I. . III. III. II ....... ~ 1111 -- . ---- - - _.. .-... ._ II -- III ... .. I_ I '111111 : --. .1 .... . ...... -.. .. ..-..... IllIJi ptlll.. ... - ,.. ____ III pIIW. W...,_ II ......., IfIl ..: 2.0' --- L() ....... 2' X 6" CONCRETE RIBBON 7" %,"-0" COMPACTEDC~gS~~g ROCK 3.0' :.-....-1 .0' 3.0' .... ::.. '.... ... P~IVATE ~~OADWAY AND GRASSY-SWA~E DE~AI~ N.T.S~ r~ NOTE 7 I z ;a ~ "" // A \ _,/rNOTE 9 Z ::iE ;...., 1 $-\ I '- ~'\ )--- -----n - '\ ______--1 :D..-...4... ~ ~- rr~r,...{ : r-: l)"':'" I J ~ - 'L~\ - ........ ..., OW' OW' OW'j 12"MIN EACH END rT------ ~--- - ( 7/~ _~~) ~ (0 \ ~~ '" J ~~ ::::::L rm-sr , OW' OW' j j j j ~ ~ETEJCr~'o~ 2-1/2" :JOUBLE CREe:{ 10", ABOVE A ASSEMBLY GROUND = EWES remot NOT TO SC = SUB e reader and t ALE standard f ouch pad ( . or remote reg. t ( p~ovlded by EWEB ) IS er provided b . Y contractor). = APPROVED D FACTORY tl t:.CTOR DOUB SUPPUED SHUTOFF V~lV~~CK ASSEMBLY INCLUDING <' > White Alder Alnus rhombifol' 30' O.C. .0 1 . bJ:) a:l d a:l ~ . ;;;;t ~ ~ I,'f( '\ Q ~ ~ ~ ~ 00 ~ .~ ~ r-.. . ot 0 o?! , ....... f'0 E g~~~o ""f"O'>NO LLJ 0'> I 1"). ~ '=02~ It: ~ol")~E ............ .q- "0 '0"-- C (/)1- ....J .q- .......... 0 LLJtO"--C oG:'-~~ ~ .. '-- ozLLJ 0 oo-z ..@ I") g: :r:O ~ :::: (/) u.:O a.. 0 en I!:~~ .~8{~ ~ ~ ~ tl~ ~~ ~ ~~~ ~~~ l~ m ~~ ~ it rNii ~ ~ ~ ~ ~ rn . I .. J cd I ") Q) ~ (J) ~ o ~ NOlt 5\ , NOTES' 1. Detector doubl ~~~t of service ,e o~f:k vault or enclosure from f~~i~~ei~ resp?ctive ~~~~:mote location s~~~~: ~ns btalled at o service, area, but no more ~h y EWEB or 2. detector do bl an 10 feet provided that tUh e check assembly a)" e assembl . moy be' t I IS Internally . y. Ins a led verticall b) is 4" spnng loaded { y, c) . or smaller not weighted check ) d) IS recommended by the s has the normal fl manufacturer ff! . 3 ow upward 0 vertical installar . All clearances Ions apply to outside and in- . · 4. Insulation _ f budding installat. t k reeze pt. Ions. o eep enclosure ro echon to be ' 13-4-5.4.1) at a minimum tem Installed and/or heat . perature of 40'f (NFPA source 5. Bore-sigthed . drain to daylight. 6. Compacted gravel or undO t 7 d IS urbed base . a oor or oth . er access shall b . 8 All e provided . ossembr" . les 2-~ and I 9 arger sholl h . All structures to ave flange support comply with I s. 10 Fi ocal code . Ire depart . s. ment pu mper connect" SUB _ Neptune Mete Ion per local fire code remote register r or Badger Meter b' . . ' CU IC fo t . o register with . J . II I I > .. J U ~ (J) O~ ~r-O o ~ --, (J) ~ ~ ~ ~ ~ ~ ~ ~ o b) ~ ~ a ~ g o c...:> ~ ~ ~ '"t3 ......,;) ~ .~ ~ ~ .~ ~ ~ "" <o:t 000'> 0"'" .......... "" , (;) I")'Z .. t ~ ~ tii ;3 ~ ~ ~ ~ .. ~ fj~al~ :1: 5':~ ~ ~ ~ ~ ~ !:::! !:::! !:::! ~ > > < IX: ~ ~ 8 <Xl ~ ~ <Xl ~ ~ 0 Q;2 ...... --' fa (/) :> ~ lJJ u 0:: - SH~E' 1 ' C6 0': 6 I' ,~, ~~' Date Received: 1 3 NOTE 9/> Original SUbmittal~ Pctqt: & of' 8 ~~~. ) ~// / ~ ~~ \ \ \ -, II I .-J /- -- .~ I ~~. .""" . ~ . 5 ~ '(~J: \ ".' ''''.';''\ ~~> bJ ( .;~'" , , .~. .d 1\.' , .r .,.. J -,;~'s ~J '\"'~j; ~ ~ ~ ~ ~ ~ ~ ~ \'I~;~) 1~~7 ';~t~.~ ..,'"';, ~ . =- ~ , F :r l ,~ ~, << PRIVA1'B' STREET B I 9) White Alder Alnus rhombifolio 30' O.C. 2" cal. 11 12 13 14 15 16 17 Seeded Swale 1,745 SF 1/3 JB perennial rye 1/3 Patriot II perennial rye: 1/3 Evening Shade perennral rye 18 '\ \;:;} 19 9 / "tJ . 20 10 , . , . . I '1 . ~ J \ \'-. / f' , / -- '- ~~ :- NORTH A STREET -. :;::::;- / 1 2 ~ ~ ~ ~ ~ """"-t ~ 3 4 5 6 . 7 8 ~ ~ ~ --- 'lit "" ''''' ""::;.'~ _;f ~ 'It..~<< ~ y \ \ \.~ 1) Deodar Cedar ~ Cedrus deodara 6' High \\ \ \ ~\~ ~\\ . \ \ \ /, ~/ <J' . L\ --:::, -. -G -.-:--- -- --:- --- () < L PROPOSED 8' X 12'~" 6" THICK CONCRETE PAD FOR PICNIC TABLE ~~ G~ /~~~~ cJ 1., -- h .~ /./ 2-3' CHAIN lINV . . GATES , TOT PLAY STATION MANUFACTURER AND.-/ MODEL NUMBER TO BE SPECIFIED IN THE MATERIALS LIST. (') A 1.5' CONOR!:.I!:. J' RIBBON.. () ~ ~ ~ ~ ~ ~ ~ ~ o o c e o o -f 62 I" " '" 2) Deodar Cedar " Cedrus deodara 6' High " '-- " ~ / ~ 6 e PROPOSED 2,500 SQ. FT. PARK "-.. ~ ~ '" o OJ <0 e o ..l-:l.JJ u UJJ U UJJ LLL I I I I II I I I I " I I I I " I I PARK LANDSCAPE White Alder Alnus rhombifolia 30' O.C. lYP. --- 2.0' ---- 20' ~ o ~ " r SCAlE: 1 "=20' 20' , A 00 :;... bOooe $:l :;... ..-.. -1"""4 CD CD ~CD> ~ .a ~ - $:l$:lOO 8r.:l~ ...... ...... 0 E · - m t"") 0 ~ oo~""""I.OO ~ ........mNcn N m I t"').c .~ I=! .~J,5 ,..... ~ ::5 gs t"") 00 E ..... ..... (/) .q- -0 _ o ~ .ci'~-S r:n. 0 tn G:I e:'; ~ I - 1.0(1) . ~ o~ ..'-'(5 O ,....... 0 ~ ~ x ~ 000:::0<....... 't"")o..:ct.a.:8 (/)0.. (I) 40' j ~/> ~O ~ ~ d ~ ~ C t)) 0.> ~ a ~ oj . I ~ 0) ~ oj <:J 00 I · V ~ oj ~ ,0) I ,'") ..1 J rn (\) ~ o ~ ~ ""f.,..) ~ ~ c \...) ~~ o .~ ~roO o ~ '--' ~ ~ ~ (\) ~ d .-........;;) ~ ~ d ~ "t3 ~ 0.> -~ 1;; ~ -~ ~ ~ P~~AN SCALE: 1 " = 10' 0 N C"l .q- II m := 00 t"") ..... 0 :>: :>: :>: .......... N t:Q t:Q t:Q - ~ ~ ~ .......... ~ IX: Q Q Q I"') ~ t:il t:il t:il t :x: ~ ~ ~ ~ t:il tii ~ ~ ~ <( ., .....l > > > re <( 8 ~ ?A t:il t:il t:il ~ ~ ~ , S=2.00%_ .~<<~ ///~, ~/'/;~(/ /r%('.:c:~".~~'~ ~?A)S~,>>" ~//;/~/;/ //~/,~ /// 0'l;/~/,// ~~~; /;~,'~~~~~~,,<~~0 /.I ////;%~ / /?;://~//./;// / (" /(r)"/ /~~w @" ~~ '. ". "~<%~~...<<-.~""",,,,,,, ~~~V' ,'" "-~i~~YAY~)' ~ ..- ..... 3.0' .... 1.0' .... 3.0' ---- GRASSY-SWALE D~TAIL N.T.S. CX) 0 ~ CX) ~ ~ 0 --. '"""" (i) {fJ. '"""" ~ :> r:il u 0:: ..... SHEb' 1 i ~ ...JA - _ of II'- .;.~.fi> :~ ;'~i,;;) \~ ': ~ Date Recelv 1:- r 3 -\-"fiIllo\ ~_ Orig\ns\ submhLQ - 7erf~ ~-; -' '----------' ---..... -,," . \ . \ o NORTH B STREET ~ ~ =z =---- ~ ~ ~ TL 4507 TL 7000 TL 7100 TL 7200 ~ '" '" ~ '" "'", ~ '" '" '" '" '" ~ " ~ ',~ ~"'~ " "'- ~ ~ " " " - ~"~~""":- ~ ~ ............ ........ - - - -- '-- - . -- -- ------ . - - , -' '" ~ ~ ~'" " ~ ------ '" '" \ '" I .....----...... --...,.,. ~ --- ~ "'~"'\ \\ ~ ~- -- -- -- ~, '" '" ",'" '" ~'" '" ~ '" '" '" '" ~"'",,,,,,, '" '" '" '" '" '" ~ '" '" '" ~ ";c '" ~ "'~_,,\:OHE- '" '" ~ '" ~ 0\-\[- '" ~~ '" '" ~ '(~ '" W ~~ '" ,,~ '" " ~ '" '" '" '" ~ ","-"'", ~ '" '" '" / '" '" ~ '" ::: '" '" ~ '" '" '" '" ~ '" "'", '" "- '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" '" " ~ " " --- --- ~ ...........................- """"""= -- AC CALCULATIONS FOR VOLTAGE PERCENT VOLTAGE 120 LOAD: 6.25 AMPERES LOAD CIRCUIT: l-PH, 2-W POWER FACTOR: 1 INSULATION TEMP: 75. C/167 F CONDUCTOR: COPPER CONDUCTORS PER PHASE: 1 CONDUIT: PVC/ ABS CABLE LENGTH: 930 FEET CONDUCTOR GAUGE: 6 RESULTS: 4.75% 5.70 VOLTS UNE- TO-NEUTRAL ----- ---- ~ ------ -'0'" __ -........ _ ........ ""'- .................... ~ --- --- ~ ............. COMMERCIAL A VENUE -- ! ~~ J :I: o -- ---. ---- --..... ~ . I"') , , 0 ...- N 0' ...- ' or- o : ...- ---- ~- .00' . Ilr-~ . ,.'11._ . I . . I ------ ~ ~'/ ~ g'1~\ ~l:] ~ c:tmi ~ ~ --~I y ~ '-\, "\ PRIVATE STREET B ~ -::::/ " o. ::::::::-- r -- -~ 1 .~,l, 11 tb, 2,400 SQ. FT. - ,/ PARK ~ ~\ ~ \ ~ e...: tI:l ....... ~ 1 ~ -.I , ) f G I o TL 700 2 12 ; 62 -.' ~ 3 13 I 14 e~ l5' ~- r-B6~H: :~::] I ~ ~_._ 15 ~ - L__~:----.l.------' 16 ~ .64 _.._ ." . 0 ~ OI):IJ.I'WM:{ . ~ Ib~j , i ~ :;:':~'. 1 ..../. 17 Cf) r e~ JRIYATE STREET C Cf) 18 @y6'.~- 4 ~ '- ~ ~ ~ ~ ~ .. ~ Q.; ) 5 6 TL 601 J :I: l 7 8 9 19 ~ \ \ \ l~' ~~ 20 10 (>-1. -.. ..-... --- ..../ \ ~ :J 0 ..... ) D I o - \ . ~...:=..-;~ Q . b . b . . , o . .. -0 -0 c o OH~ o o o o 0- o o ~ ..... o -0 LlJ :I: o CD NORTH A STREET .......-- 0 ........ - .~~ \, \ /~ I ~ w :I: o La.J :I: o I I ---- ~ ~ --... .. ----- , ~ ~ SCALE: 1 #==401 401 0 401 801 LIGHTING LEGEND @ Contractor to provide service to lighting from existing power pole. Cf) Install 7 1/4" x 10 1/4" x 12" (min. dimensions) Junction Box w /traffic rated lid. ~ Install (N) Number OF (G=AWG) Size XHHW wires. also install one insulated, green, ground/bonding wire sized per NEC. Install Size (S) Schedule 40 PVC conduit. Install 4" square, straight, steel pole, 25 feet in length with (N=Number) (T=Distribution Type) 150 watt high pressure sodium fixture( s ) (see Pole & Fixture Detail below.) 0) CD 1 \ .FIXTURE KAD400MR3 400MA 150 WATT HPS, MULmAP AUTOREG BALLAST FLAT GLASS, DISTRIBUTION lYPES: F=FORWARD THROW - - .~" SQUARE to N ~ POLE: 25' SQUARE STRAIGHT, STEEL WITH BASE COVER AND HAND HOLE, SINGLE OR DOUBLE OPPOSING 8" ARMS. ~ ~ ~ ~ HAND HOLE COVER / / 'GROUND ROD NOTE: - (( / #3 TIES @ ONLY ONE GROUND ROD NEEDED )/ /. 2.5" O.C. FOR ALL LIGHTS. rtF tF 1 ~CII 11::I' #~ TIES @ 1=1+ ll=1 /8 O.C. 1-11-41--1" (6)#8 VERllCAL/ FINISHED GRADE !I l _l-I}~I-I / REBAR ./ II ~t-I~ll-r~. ~~~ . 'C I II .III ~ z , z;' , ~ t " " :::;: !:'"Inl1. r RIDGID STEEL CONDUIT ~ ~==~~~~~U-= PlASTIC TO SIl:EL ADAPTER (lYP.) ~ F t--~.iI \ .1 ~I PVC SCHEDULE 40 L ~~,~ #3 TIES @ 12" O.C. ~ I' tI) 1 r - ' 1.5' POL~ & F=XTU:~~ J3TAIL NTS " NOTE: LIGHT POLES SHALL BE SET A MINIMUM OF 4' BEHIND PAVING (CENTER OF POLE). " A fll ~ bO . ~ 1Ii~ .E1 ~ ~ ~(1)~ ~ ~ -a ~ ~ \~ 8 ~ ~ u(, _ ('0..0 E O('o..~t"')o o.q-.~U')O N ('0.. 0>1 N en 0> I"') .- La.J NIt: !:::a:::0U') 0 =>ol"')ooE (/) .. - .q- -g ,....:9:;:~g (/)La.JU')-.q-O -...........U')(f) C ~ .............0 o ~ ~ .. @ oo~ ~...... , t"') 0.. ~ u.: 8 (/)0.. (f) ~ $:1 o r.n. . I o r.n. . ..... ~ ~ o :21 ~ ~ t3 ~ ~ o ~ ~ ~ a CJ.) ~ o ~ = cd . I ~ 01:) = .. I ~ ~ I"") o.~ rj ~,.Q .01:) . I I 0 -.., ~ t--I . ~ Q) I, "") .. I rn ~ ~ ~ ~ o C-.:> ~ ~ ~ CJ.) ~ t3 ~ ~ ~ t3 ~ (j .......,;) ~ .~ l;) ~ .~ ~ ~ b N .q. -.q- II 0> II: ~I"') ...... ........... :;.; :;.; :;.; N ~. ~ s:1 F t:Q t:Q t:Q ~ a:: 0 0 0 t ~ tIJ tIJ ~ :I: ~ ~ ~ tIJ tii w w ~ ..., ~ - > <( g <( > > u w w w 8 P.. en tx: tx: tx: 00 c ........ ~I 00' --' ~ ~ ~ 0 CD ::::> ~ (/) fa ~I > W u 0:: ...... SHt~' 1 ' LI- _ , O.~ DatE- Received: ~ 1 3 OrigInal SUbmll.taI~- Pa18 0+ g