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Home My WebLink AboutMap APPLICANT 8/8/2008 ~ ~ ~ -----~ ------ ~ . . -'T \ , II II . II II II . , I II II II II . II ==-~ L ~-J)) --------"'" TL 4507 TL 7000 . NORTH B STREET " :-~-I-"- ~1! . II ~ II II II II ~ II II II II II . II ~____~J ------- TL 7100 TL 7200 " - - ,- - - ----..... - - -:- - - -:--l~ 1 ) " ACCALCULATIONS FOR VOLTAGE PERCENT VOLTAGE 120 LOAD: 6.25 AMPERES LOAD CIRCUIT: 1-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 ---- ------ ~ --- --- --- -- COMMERCIAL A YENlIE --- ------ ----- --- --- --.... ............ ............ --- - ""'""" "- " --- --- ~ ................--. .............. --- . --- ~ ----- ~ en &n ~ JB 1 e~ ~ PRIVATE STREET B - ~ TL 700 -- II II II II II II II I II II II II 116 II II II 1 11 2 12 3 13 ~ 14 4 Iiq ~ ~ tIi t! ~ Q,;; 15 ~ ~ ~ ~ ~ ~ 5 16 6 7 17 8 9 19 10 20 \ OHE L&:J :J: o )~ Ur- I I NORTH A STREET 1 , ----~l :J: o T ~---- . -r' ---- -r TL 601 -1 "'" N SCALE: 1 "=40' 40' 0 - 40' i 80' I LIGHTING LEGEND fSC\ Contractor to provide service to lighting from existing V power pole. (1) Install 7 1/4. x 1 0 1/4. X 12. (min. dimensions) Junction Box w /traffic rated lid. lli2QJ 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. ) o EB FIXTURE KAD400MR3 400MA 150 WATT HPS. MULTlTAP AUTOREG BAllAST FLAT GLASS. DISTRIBUTION TYPES: F=FORWARD THROW 4>> SQUARE in N POLE: 25' SQUARE STRAIGHT, STEEL WITH BASE COVER AND HAND HOLE. SINGLE OR DOUBLE OPPOSING a. ARMS. NOTE: ONLY ONE GROUND ROD NEEDED FOR ALL UGHTS. ;,., ;,., 3 TIES @ 12. O.C. POLE & FIXTURE DETAIL NTS '\ NOTE: UGHT POLES SHALL BE SET A MINIMUM OF 4' BEHIND PAVING (CENTER OF POLE). " co be ~ = rn ~ - ..... ~ ..., ~ Q) ..., =Q)~ rn .st S g='CD. O~~ ~ s::= o 00 ......-4 o ......0 0""'" en,.,., o.q-......&n N......enN en I ,.,.,. J=! .~I -0:::..,.,.&.0 :::> 0 '-.1 ex> (/) _v .0"-- t--JV"- (/)L&.J&n.q- --an o~ ..- o ~ ~ .. ~&:~~ (f)a.. "'- '" '" ~ '" ~ '" '" ~ '" '" . '" ~ '" ~ \ '" "'" ~ "'''' " '\ ',~ ~~, " "- ~ :--.... " ......... ""-. \ " ~ ~ ......... ........ ........ :- -L ~ ~ ........ --. - - - - '" ~ ~ "'0 ' ......... "'" ----- ~ '" \ r--- _ ~ "'\ \ ~, '" '" ",-'" '" ~"'- '" ""'" '" '" '" ~"'",,,,,,, "'''' '" '" '" '" ~ '" '" '" "-- '" '" '" ~ "~OHE '" '" ~ '" '", OHE- '" '\~ '" "~ '" ~~, '" "'~ "( ~ '" '\~ "'- '\ ~ '" '" '" '" ",,,, '" '" '" '" '" / '" '" ~ '" '" '" '" '" '" '" '" '" '" '" ~ '" "'", '" '" '" '" '" ~ '" '" '" '" '" '" '" '" '" '" '" " --. --. --......... ~ ~ '" '-.... FINISHED GRADE :;.; :;.; :;.; t:I ~ CQ CQ CQ ~ IX: Q Q Q ~ tIJ ~ ~ ~ ~ Ef! Ef! Ef! < > > > ~ tIJ ~ ~ 8 a: 00 . ..... ~ ~ o ~ ~ ~ d ~ CJ.) ~ o ::r:: s:1 cd ..--I ~ OJ) s:1 .....-t ~ CJ.) ~o~ rfo ~ ..0 .....-t 0 ....::I ~ CD ~ · ....-t 00 CJ.) ~ d ~ ~ ~ d ~ cij Z o ...... fa > ~ r.x: SHEET LI-l of 1 Date AUG -- 6 2008 Original Submittal ~ o t)) Q) ~ o ~ "'+0;) ~ o C..) Q) ~ d ~ "t3 ~ Q) .~ l;) ~ .~ ~ ~ 7~ If)'::: \:;,:'/ ", .... ~.; '::'<..".P..:;<.;..!::..,.;:::::.~-:;. >,. .. 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'. ..... ...... ...... "'.' J ~,J': / D .. .".' r; ....:. . ...... .. '.':'" '. .' '.'X j.I f~ - ..' 1< " ,'" .--:' :. ..:.',..' .:.; ~ I:.".;. ~ ;. ...~';...,' J:'~ I.~ ::,..,,, ,'r,~> /~ a, )' ~~ x' ::::. ':.". !., ..... ... .. .; · '..... . /. ~ "L" .:. .,',/'> ...- .,;: ;'.< . ";:~:( liS '/ ~ " ~ ~":oo" '.. ... ..> .'. :s .....: :. .-." . :; :: ~'., ~ ~ ~ "\. ...~. ,-,' .': " ". ::".. ........ .. " ., ., '/ I ~ ~ "\ .,... ;"': ...., .', ,(:. ~.,"; I I /. ~ ',' '.;' :". ,.:. ... ....: ..' .', / I' ~ ,-: : Ie _ .' ':. ... 1.1 ~ .,.,., .,.,,/ II ~~ ~/A.'-J · :.' A. st:; \ ':" ,~ . ..; .:' '. '. i;.:'; '''.' . ';':.: .. ..':, . .'. ',:" ;:. ..: ,', ..' ..... .. . .... .. '.' ,.'. ." ., ", ,." :;.': '<:':\, ..':' .'..' ". :. :"'..' /. .: '. . . II:) ....- '. .... ,,::::: .:. ~ .,,' .. ~';;~1~'~; '. ;.;":: :.. ~.'~?,.\<..r.>:::...~..;j~:.i; "';.,:/;;~...:. ;;:. .. '. .':. ..' :::;'.; .., :/.s =:: . .'. .....; ,'; .:' !""""" ". ' .:... ,,-, '., ',' ~...-..- .:. . 'c.'.". :, ,';'.;__ 1"1.;' '.. . IV' .. '.:::: ;::: '..:" ..... 'I. 'il':;,'; ,~; u; " ,:'; :,,{ (,'. '> ':~ U{i ~ ;~ "," \:: ~~; ; G I .. ...'....,.. ...,..' :...- ":."'..'>".;:': :;:.;:.,. ....:.......".L .~;..-: ....... .<:,. ...... :.,.\., "':::,..,.' .",H.;. ". "': .""'.;"':. .r.',\, '."':' ..:" '. '--.l,' <i"'" :..' . '< ,'. .. '; .'. ,.,.:... . .'..,:; ..' "'" ',:'. . . ..')'. '''.' NOTES: 1. THE PROPERTY 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 TYPES ON THIS SITE ARE AWBRIG-URBAN lAND COMPLEX AND OXLEY-URBAN lAND COMPLEX. 3. PROPERTY IS ZONED MEDIUM DENSITY RESIDENTIAL (MDR). THE PROPERTY TO THE WEST IS ZONED LOW DENSITY RESIDENTIAL (LOR). THE PROPERTIES TO THE SOUTH AND EAST ARE ZONED COMMUNITY COMMERCIAL (CC). 4. EXISTING PUBUC AND PRIVATE UTIUTIES ARE SHOWN. PROPOSED PRIVATE UTIUTIES ARE SHOWN ON SHEET C3. PRIVATE UTlUTlES (WATER. ELECTRIC. PHONE & CABLE) ARE SHOWN CONCEPTUALLY AND WILL BE DESIGNED BY PRIVATE UTIUTY PROVIDERS. 5. ELEVATIONS BASED ON CITY OF SPRINGFIELD DATUM. NOAA ROD IN CASE IN SIDEWALK; SW CORNER OF 41 ST STREET AND MAIN STREET. ELEVATION = 479.95. 6. THERE ARE NO LTD FACIUTIES 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 / OWNER KELLEY-GREG LLC BART MARTINEAU MEMBER PRIVATE IMPROVEMENT PLAN SET FOR PARKLANE MOBILE HOME PARK S.E.1 /4 N.E.1/4 SEC.31, T.17S. R.2 W.,W.M. N.W.1 /4 S.W.1 /4 SEC.32, T.17S. R.2 W.,W.M. TAX LOTS: 4100, 4200 & 800 SPRINGFIELD, LANE COUNTY, OREGON ..mm:EB KE~LEY-G~C BART MARTINEAU 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 ENGINEER OLSON & MORRIS . SCOTT MORRIS CONTRACTOR WICKED STICKS CONSTRUCTION LLC BART MARTINEAU BONDING COMPANY LONGVIEW INSURANCE DATE: VICINITY MAP NTS ~ " , , '" ~fo~ ~ ~ PRIVATE STORM & WASTEWATER TABLE EX. PRVT. WW MH EX. PRVT. CB #2 8" FL IN {E)=474.77 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=479.39 TL 4516 "" "" TL 4300 TL 4517 TL 4000 TL 4518 EX. PRVT. CB #1 FL NOT VlSABLE GRATE=478.38 EX. PRVT. CB #4 6" FL OUT (NW)=478.16 GRATE=479.19 --- EX. PRVT. CB #2 4" FL OUT (W)=478.26 GRATE=478.81 ----- ----",,~ LEGAL DESCRIPTION '- - . . __ PARCEL I: _BEGINNING AT THE SOUTHEAST CORNER OF THE LUCINDA COMEGYS DONATION lAND ClAIM NO. 81, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF. THE WILlAMETTE MERIDIAN; THENCE SOUTH 89-50 Y2' WEST 632.1 FEET 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 Y2' EAST 653.2 FEET ALONG A liNE PARALLEL TO THE CENTERliNE OF THE McKENZIE HIGHWAY TO THE WOUTHWESTERLY MARGIN OF COMMERCIAL BOULEVARD; THENCE NORTH 41-45' WEST ALONG THE SOUTHWESTERLY MARGIN OF COMMERCIAL BOULEVARD; THENCE NORTH 89-44 Y2' WEST 255.58 FEET TO THE TRUE POINT OF BEGINNING, IN lANE COUNTY, OREGON. ----- --- - TL 4511 TL 4510 TL 4509 TL 4508 ---- ~ '" f- I . 0') 1.0 PARCEL II: TL 7000 TL 7800 TL 7900 TL 8000 TL 8100 I (J) ~ ~ ~ s"WW + ~EX' PRVI D ~~ EX. PM. CB 1 . I CATV - ' ILl. 2 GAS' r:: :T -:l II ~~ l' , -j I k-':O G ,--J , ~, ' 13~ ~I 27 ~~ 30 \ ~ 8 9 ~. ~ ~~-I EXIsTING RV SPACES I ~ II ~ , p 14 I TO BE REMOVED - OHE , ~OH[ ~26 31 I II EXISTING' ~ SPACES II I 25 ~.--J II TO BE REMOVED f2 -, I 7 ' J5~ 08 I 32 <> 24 ' II ~o (J) @ ---1 6 16 I ~ C5 r . -~~ ' [f] In 0:: j I II -:-- ' . - ><1.&.1 23 k[f] , 33 f tI) eO Ifl 1.&.1 m ---t I~t~ 5 reJ~ 17 I ~ . , ~ I ~ ---l I I 22 ~:JeL ' --I (S II 4 ~' I@ ~-, ~ 35 ::~ j-:: ~ ~L ~'~ II ~ 2 tI), '-l(G) I 69 1 IfltOHE TL 600 EX. so MH 106 II . -- '18 FL 'IN S =472.61 '" I I LIS. ~UT (N)=47~.52 ~ "---- RIM .=478.38 s-.. ,""-=== - ..:..- - ---- - ~ - - ..:..- t -'- ~ ----------- -- ~ NORTH B STREET ~ -8'WW- ~1~=='I=~r~~-4j~ I~ TL 7100 ~ ~ 00 ,It ~ ---1:1 ~ , II II I~ f PARCEL I BEGINNING AT' THE SOUTHEAST CORNER OF THE LUCINDA COMEGYS DONATION lAND ClAIM NO. 81, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILlAME7TE MERIDIAN; THENCE SOUTH 89-50'30. WEST 632.10 FEET AL'!J!G THE SOUTH liNE OF SAID DONATION lAND ClAIM TO A POINT,. THENCE SOUTH (102 VO. 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 217.77 FEET ALONG THE SOUTHERLY LINE OF COMMERCIAL BOULEVARD TO A POINT; THENCE SOUTH 48'15' WEST 148.06 FEET TO A POINT; THENCE SOUTH (102'00. EAST 62.73 FEET TO THE TRUE POINT s-.. OF BEGINNING, IN lANE COUNTY, OREGON. ~ - ~ I 'I ~ I~ ~ . I -l: . I I I ~: , I I I I I I : I - 61 . ~ . '1"" T . ....... .... .. , .to .... .. . VACNff .~ ' I ~ -- ..... .".. ~ ... ..1--.;;.:;.... NOTE: ALL EXISTING WQQD. FENCING SURROUNDING THE SITE SHALL BE REMOVED. EXISTING CHAIN UNK FENCING TL 8600 TL 8700 TL 8800 TL 8900 t-+-t TL 601 TL 602 I ' 151t SPRUCE TO BE REMOVED L "" TL 9004 TL 9003 TL 9002 TL 9001 TL 7200 ! L . I ==OHE I --L _ _ _ _ _ _ _8-W- - - ~- -- ---------- ---- NORTH A STREET '03: 11)0 d' ~Igs~ 8"WW . G4S EXISTING BUILDINGS TO BE REMOVED EDGE----oF ;;r- -G4S. i= _ I 8"WW 00 -, = = -:- = =1:- = ~ ~ ~ = = :- 4 . ' , ~ ,~ ~I I ~ I~ ~ TL200 i1r I" 1.&.1 :::J: o . WW H 002 6. FL IN {NW)=473.42 81t FL IN (E)=473.36 81t FL OUT (W)=473.10 RIM ElEV.=479.40 TL 1300 1.&.1 :::J: o I TL 1200 TL 900 TL 400 TL 300 . ..... . ; .< . ..... - ~ ~ o 00 ........ o N ;.; 00 . ...... ~ ~ o ::21 . . .. ; ; . .:'. . '.. . ........ .'. SCALE: 1 "=50' ..... 50' 0 ~ 50' ~i 100' I i...,' '.. .... LEGEND OHE- GAS- CAlV-- )- -( 8-W- ----- ----- [W] ~ ~ @---8"WW - - @--24"SD- - @ @) ~ IIIIB ~ *- ( I I I I '--l I I I I I I I I I I I I I I I I I I I I I SHEET Cl of 6 .,,-- r t <""lli -e- --II- ITl If] ~ [ID II II EXISnNG MOBILE HOME ~ ~ EXISTING CARPORT JOUT BUILDING CJj ~ I I EXISTING PORCH f~",: ::,~::: ~~,--~ EXISTING CONCRETE PAD t SHEET INDEX C1 SITE ASSESSMENT PLAN C2 SITE DEVELOPMENT PlAN C3 SITE GRADING PLAN C4 SITE UTIUTY PLAN C5 CIVIL DETAILS C6 CIVIL DETAILS LA-l LANDSCAPE PLAN LI-l LIGHTING PLAN cij Z o """"4 en. """"4 > rJ;J ~ 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 Lender Project # 3650 D r<c-zoog-LW6a NtJYl-~(Mit1q ~ ~-q~ trL r/J bOr/J~ -S ~ ~ ~~t r/J -6h ::$ @=oo O~~ .......0 0.......0)1""") o.q-.......I.O N.......O)N 0) I 1"""). 1.&.1 NI.... t- .01.0 50::1""")(() en 0 .q- ..- c .0""'- ~-I.q-..... v, 1.&.1 1.0 .q- -'--l.Ocn at;.. '--- o~ ~ .. ~s:~~ en a... ~ o t)) ~ ~ a ~ ~ ~ o U ~ ~ ~ '"d ~ Q) .~ 1;; ~ .~ ~ ~ ~ ~ ~ ~ l:Q l:Q l:Q ~ ~ Q Q ~ ~ ~ E:1 E:1 E!:! .:.I > > > ~ ~ ~ ~ 8 Originai ~ II .~ ~m i' . III II~ I lex) II II J PROPOSED ~BUC~j: I ~ . A=- HYDRAN~~!)[ ;:1 -;~;; TL 4507 TL 7000 TL 7100 o y> ex) ..- TL 7200 a"W\v - - - - --....... ------ ~ -. XL 20011 ) II1II II II II II I II II II II II~ . II II . II I o y> 10 ..- t 24.0' &itol .. e... ~ ~ .. ~ ~ ~ in cO N o TL 900 , " '" "" ~ "",, ~ '" '" "",,,~ " '\~ '-', ~ ~ ~ ',~. ~ "X" ~--L ~. "- ~ "-~ ~ "'" ............ ............ --- -- -- '\~" " ~ """, ------ - - "''' 1 ~ '" ~ ........... .' , ~ (~- - - "" ~,,\ \ ~. , ""-"" " \~ ," ~ , ~" '" " ~" " "),, ,,) \"""" m ' (:l~~"" " 2.500 SQ. FT. PARK @ 82.80' b 13 b 0 0 cO cO N N 82.80' b 14 b 0 0 cO cO N N 82.80' ~ b 15 ~ 0 ~ cO N 82.80' b 18 ~ 0 ~ cO cO N N 82.80' a.; b 17 b 0 0 cO cO PRIVATE S'l'REET C N N 82.80' b 18 b 0 0 cO cO N N 82.80' 19 ..- ex) " N -1 --8- 8"WW T. w :::I: o TL 1200 . I ------ COMMERCIAL A VENUE ----- PROPOSED 6' GALVANIZED CHAIN UNK FENCE ~ ~. -- ~ OHE- ~ ; \[f] co L~ ---- --- -- ........... - --- -- ........... ----- --... ~ --'--, ~ '" "- ----- ............ ............ ........ -- ............ ~ "- '" ~ ''--,-- . -- ............ ........... ~ --- - ------- ---- TL 700 PROPOSED GATE TL 1300 ~ TL 601 ~ ~ 8'WN ~ 40', 0 - LEGEND N SCAl.E: 1 "=40' 40' I. SITE DATA: 45 EXISTING LOTS 20 NEW LOTS 18 GUEST PARKING SPACES 2,500 SQ. FT. PARK OHE - EXISnNG OVERHEAD ELECTRIC --0--0---0---0- EXISnNG FENCE )-- --( EXISnNG CULVERT 8'W - - -~~~== [W] @ ~ ~ 8"WW - - @---24ttSD - - @ ([I]) [Q) IIIID ~ * 80' I EXISnNG WATER UNE EXISnNG EDGE OF AC PAVING PROPOSED EDGE OF AC PAVING EXISnNG CURB & GUITER EXISnNG WATER METER EXISnNG WATER VAlVE EXISnNG ARE HYDRANT EXISnNG WASTEWATER SYSTEM EXISnNG STORM DRAINAGE SYSTEM EXISnNG CLEANOUT EXISnNG AREA DRAIN EXISnNG CURB INLET EXISnNG CATCH BASIN EXISnNG STREET UGHT EXISnNG PRIVATE STREET UGHT EXISnNG UTlUlY POLE EXISnNG POWER POLE WjTRANSFORMER EXISnNG POWER POLE EXISnNG 1V PEDESTAl EXISnNG TELEPHONE PEDESTAL EXISnNG ELECTRICAL VAULT EXISnNG GAS RISER EXISnNG TREES C"Q., -e- -II- ITJ IEJ IZ) ~ Ci) II II EXI5nNG MOBILE HOME ~ EXISnNG CARPORT/OUT BUILDING I I EXISnNG PORCH [:; \:; ~:.'~ EXISnNG CONCRETE PAD co bJ)co~ .s J.4 ~ :3~r-: "co s:: 3 s:: .60 00 o s::_~ O.~'oQ - IEXISTlNL ---- -.J 24.0' I - nRIVFWAY NORTH A STREET. 11 .,~---- ~ ---- / . 8"WW I(r 110, II I ~ ~ o 00. ........ o .......0 0.......0)1"') o-q-.......&t) N.......O)N 0) I 1"'). ~ .~J, ::>0::::1"') ex) (I) 0 -q- - .0-- t--I-q-..- . (l)w&t)-q- -.........10 o~ ........... o~ ~ .. ~8S~~ (1)0.. 00. . ...... t:: o ~ ~ ~ ~ ~ ~ o t:J) Q) ~ o = cd .....-t ~ ~ = CD S ~ Q) ~O~ ..s ~..o .(1) Q) > 0 ~ CD ~.~ ~ CD ~ · .....t 00 ~ ~ o ~ ~ "'fo,.) ~ o \...) ~ ~ ~ ..........;) ~ ~ ~ ~ ~ ........:) Q) .~ l;) .~ ~ ~ ~ ~ ~ ~ "' "' '" Ill: Q Q Q ~ ~ ~ ~ ~ ~ ~ ~ ~ Cll ~ ~ ~ 8 ~ sa > IJ;J " SHEET C2 of 6" Date Received: AUG - 6 8 Original Submittal ~ ~ ~ ------- ~ ._------..... ------- :'\ o o~ \) , I , I .R , I , I . , I , I , I , I , I . , I o L 0 ~II :==::c===~ TL 4507 TL 7000 NORTH B STREET ~ -=~f-o- ~\! 'I ~ I I I I -I I I I I I _o_____-A ------,--. TL 7100 TL 7200 ------ -- - - - ---:- - - -:--1~ \ , , '" ~ @ 1 ---- --.......... ~ ............ --- --- - -- --- ---- ~ "- ~ "'""- ----- ------ COJIJIERCW, A YENlIE -- --- ----- ........... --- -- - .............. - --- .......... ........... I t I t II II I t II I ~ "- "'- ~ .......... - - ........... --- , ---- ~ -...-. ----- - ---- ~ ~ ~ ~ TL 700 ~ TL 601 ~ -1 ~ ~ . ~ '-.......... ~ ~ -ro or- N SCALE: '.=40' 40' 0 40' ~ I C) CONSTRUCTION NOTES 1. CaNST STD. WHEEL STOP. 15. CaNST J: AC ON 1!L CRUSHED ROCK. 16. CaNST 6. CONCRETE OVER 7. CRUSHED ROCK. 16. CONST.2: CONCRETE OVER 7" CRUSHED ROCK. 17. CONST 1.5' WIDE .6: CONCRETE OVER 7. CRUSHED ROCK. 20. REMOVE EXISTING CONCRETE PAD. 21. CONST 3' CHAIN UNK FENCE. 22. CONST 6' CHAIN UNK FENCE. 57. CONST PARKING PAD W/STORAGE FACIUTY AS PER DETAIL REFER TO SHEET C6. 82. SAWCUT AND REMOVE EXISTING AC TO CUTUNE. 100. CONST GATE W /ARE LOCK. NOTES: 1. ALL PROPOSED PARKING SPACES SHALL BE PERMANENTLY MARKED WITH 4. WIDE TRAFAC "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 TRAFAC "yELLOW.. 4. ALL EXISTING PRIVATE STREET UGHTlNG IS TO BE REMOVED. LEGEND EXISTING OVERHEAD ELECTRIC EXISTING FENCE )-- --{ EXISTING CULVERT 8"W - EXISTING WATER UNE OHE- - - - - - EXISTING EDGE OF AC PAVING PROPOSED EDGE OF AC PAVING = = = = = EXISTING CURB & GUffiR [W] EXISTING WATER METER @ EXISTING WATER V~VE ~ EXISTING ARE HYDRANT ~8"WW - - EXISTING WASTEWATER SYSTEM @---24"SD - - EXISTING STORM DRAINAGE SYSTEM @ EXISTING CLEANOUT <lID EXISTING AREA DRAIN fa EXISTING CURB INlET IIfHl EXISTING CATCH BASIN ~ EXISTING STREET UGHT "*, EXISTING PRIVATE STREET UGHT C"'Q., EXISTING UTlUTY POLE -e- EXISTING POWER POLE W/TRANSFORMER --- EXISTING POWER POLE II] EXISTING 1V PEDEST~ If] EXISTING TELEPHONE PEDEST~ ~ EXISTING ELECTRICAl. VAULT [[) EXISTING GAS RISER II II EXISTING MOBILE HOME ~ EXISTING CARPORT/OUT BUILDING I I EXISTING PORCH r'::--:--::::~~.'~ EXISTING CONCRETE PAD 80' ~ CD bJ) ~ = CD ~ -1"'4 t Q) ~~~ CD -60 :3 5=00 O~~ ~ ~ o 00 ........ o r----O or----O')", o~r----tO Nr----O')N 0') I ",. LU NI.... t- .OtO 50::"'00 (1)0 ~ .- .0-- t-....J~_ (l)LUtO~ --to O'~ ..- o~~... ~g:~~ (I) a.. 00 · ...-t ~ ~ o :21 ~ ~ ~~ ~ ~ cd ......... ~ bO ~ . ..... > cd ~~~ ----.... o.~ bO~r-O ~ 0 ;.a ~ cd ~ ~ CJ.) ~ . ..... 00 ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o t)) Q.) ~ <:) ~ -f-,;) g o C,..) Q.) ~ ~ ~ ~ Q.) .~ 1;) ~ .~ ~ ~ ::;.; ::;.; ::;.; ~ r:Q r:Q r:Q ex: Q Q Q ~ ~ ~ ~ ~ E!a E!a E!a < > > > 8 ~ ~ ~ en z o ..... en ..... > I:IJ ex: SHEET C3 of '6 AUG - 6 2008 Original " I . ~ co ~"W 20 4 "WW EX CI 400 NEW 8" fL IN (E)=414.92 12" fL IN (S)=414.82 12. fL OUT (W)=414.12 TC=419.02 479 S=1.00% NORTH A STREET \\, ~\\~ " 'v,~ /' ',,, ~ '<, /' '~ TL 4507 TL. 7000 ...... .0("' ,.;;1= I =; !== 1=::: -- ~~ I - = ./ - <0 - U') TL 7100 TL 7200 /h IzV , o CONSTRUCTION NOTES 15. CONST 3" AC ON JJL CRUSHED ROCK. 40. CONST 4" CONCRffi OVER 1. CRUSHED ROCK. 82. SAWCUT AND REMOVE EXIXTlNG AC TO CUTUNE. 83. SAWCUT AND REMOVE EXISTING CONCRffi. 90. EXISTING UTILITIES TO BE RELOCATED BY SERVICE PROVIDER. 100. CONST BOLLARD AS PER DETAIL REFER TO SHEET C6. 281. CONST 8. WASTEWATER PIPE, ASTM D3034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 400. CUT INTO EXISTING CURB INLET. 411. CLEAN EXISTING AREA DRAIN OF DEBRIS AND flUSH UNE. 412. CONST DUAl CHAMBER CATCH BASIN WITH FOSSIL ALTER INSERT AS PER DETAIL REFER TO SHEET C6. 444. CONST GRASSY-SWALE AS PER DETAIL REFER TO SHEET C1. 445. CONST 6" ROUND ROCK OUTFALL STRUCTURE. 450. CONST STD. CLEANOUT WITH CAST IRON UD. 419. CONST 8. STORM DRAIN PIPE. ASTM D3034 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 811 PVC WYE. 499. CONST 2- PVC SCHEDULE 40 WATER UNE. 501. CONST 6. C900 ARE UNE. 520. CONST 6" DOUBLE CHECK AS PER DETAIL REFER TO SHEET C6. 525. CONST 6. C900 90. ELBOW 528. CONST 8. MJ X 6. FlG TEE WITH RETAINER GlANDS. 529. CONST 10. MJ X 6" fLG TEE WITH RETAINER GlANDS. 530. CONST 611 GATE VAl-VE fLG X UJ WITH RETAINER GlANDS. 540. CONST ARE HYDRANT WITH RETAINER GlANDS AS PER S.U.B. STD. , " 'I c==:::::a c==:::::a c==:::::a c==:::::a · ."'" " '" \ STORMWATER SYSTEM SCALE: 1"=20' '" ~ 1 LEGEND ............. ---- """""'- --- ....... - ~ OHE- ------ NOTES: 1. EXISTING WASTEWATER TRUNK UNE WITHIN THE NEW MOBILE HOME LOT AREA SHALL BE REMOVED. LATERALS SHALL BE ABANDONED IN PLACE. 2. OVER HEAD ununES AND unurv POLES SHAlL BE REMOVED. 3. THE POINT OF CONNECTION FOR THE EXISTING WATER SYSTEM SHALL BE _ LOCATED BY THE CONTRACTOR, CAPPED AND THE SYSTEM ABANDONED IN PLACE. 4. CONTRACTOR SHALl POT HOLE IN PRIVATE STREET B TO LOCATE EXISTING- 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 ARE HYDRANTS. ~ ~"- PRIVATE WASTEWATER & STORM TABLE.... ___ EX. PRVr. WW MH CB # 1 ....... - - 8" FlIN (E)=474.77 8" FL OUT (E)=478.10 ____ 8" FL IN (S)=474.29 GRATE=479.6:1: 8" FL OUT (W)=474.26 RIM ELEV.=479.51 CB #2 8" FL OUT (N)=477.52 GRATE=479.3:1: COMMERCIAL A VENUE ----- ----- ----- ltl ltl "'" -- "'" WW CO #1 8" FL OUT (N)=474.39 RIM ELEV.=479.59 ST CO #4 8" FL OUT (E)=478.03 RIM ELEV.=479.6:1: WW CO #2 8" FL OUT (N)=475.32 RIM ELEV.=479.49 ST CO #5 8" FL OUT (E)=477.53 RIM ELEV.=479.3:1: --- ~ -o\-\E-- WW CO #3 8" FL OUT (N)=475.32 RIM ELEV.=479.18 "'" TL 700 "'" -r 64 TL 601 "'" . . OHE -r --@- 1- 8"lf.'N z 'Or- . \leJ <0 L~ 8"""" "" II 1 TL 1300 "" , <Ill> II CO @ <IID [] IlHD ~ * c-o.., -e- --II- rn [El ~ [ill II ~ , \ N SCALE: '.=40' 40' 0 ~ 40' l EXISTING OVERHEAD ELECTRIC EXISTING FENCE EXISTING CULVERT EXISTING WATER UNE PROPOSED WATER UNE PROPOSED ARE UNE PROPOSED UTlUTlES (I.E. COMCAST & ELECTRIC) EXISTING EDGE OF AC PAVING PROPOSED EDGE OF AC PAVING EXISTING CURB & GUITER EXISTING WATER METER PROPOSED WATER MffiR EXISTING WATER VAl-VE PROPOSED WATER VAlVE EXISTING ARE HYDRANT PROPOSED ARE HYDRANT EXISTING WASTEWATER SYSTEM PROPOSED WASTEWATER SYSTEM EXISTING STORM DRAINAGE SYSTEM PROPOSED STORM DRAINAGE SYSTEM PROPOSED AREA DRAIN PROPOSED CATCH BASIN PROPOSED CLEANOUT EXISTING CLEANOUT EXISTING AREA DRAIN EXISTING CURB INLET EXISTING CATCH BASIN EXISTING STREET UGHT EXISTING PRIVATE STREET UGHT EXISTING UTlUlY POLE EXISTING POWER POLE W /TRANSFORMER EXISTING POWER POLE EXISTING 1V PEDESTAl EXISTING TELEPHONE PEDESTAl EXISTING ELECTRiCAl VAULT EXISTING GAS RISER EXISTING MOBILE HOME EXISTING CARPORT lOUT BUILDING EXISTING PORCH ~ ~ o Ul ......... o Ul . ...... ~ ~ o =a 80' I co bO ~ ~ co ~ ...... t Q) ~Q)~ co .a 3 @~oo O~~ .......0 0""'" en I"') 0~.......U') N......enN en I 1"'). t=! .~I -a::::......ltl ::::> 0 .-1 co (/) ,......~ . 0 .... ,...... t-....I~.... (/)lLJU')~ --U') o~ ..- lLJ o ~ z .. "'co a:::: 0 ~ I"')O-ZL.&.: (/)0- ~ ~ t3 ~ ~ d ~ cd 0 .....-t ~ P... ~ ~~ ~ . ..... .....-t o .~ . ..... ~,..Q ~ p 0 ~ CD ~ . ..... Q) 00 ~ t3 ..........:') ~ ~ t3 ~ ~ o t)) Q.) ~ <::) ~ ""foo,:) ~ o U Q.) ~ ~ '"t3 ~ Q.) .~ ~ .~ ~ ~ ~ ~ ~ f.: '" '" '" = Q Q Q ~ tIJ ~ tIJ ~ ~ ~ E:l E:l E:l < > > > ~ tIJ ~ ~ 8 ex: cij z o ..... en ..... :> tJJ ex: STORMWATER CONNECTION FOR BIO-SWALE SCALE: 111=20' "~~ ~/ / /~;jF :=====~f/ ~~~~~/~ ,t/ ~6 .U/f ,,~/ ", / J1~ ;:y' ~ : :::::- -' ~- = ::::--- { I '\1/1: stJ ~ ~ ~/ ,,~/ ',a ~ -J~[\ \ I I: ~,,~/ ',~ ,7' / , l\ kh I I I _ 'C" ~~ . y 'I~ Vl~: ~ ~-rln~:~~ ~/~ ,~~ .I~ 1 I'~: nm ~II, mil, ~~ ~~~~/ ,~ I~ : urn ~ . ~ . ~ IlII ~ "; " ',~ I r II / ~II f8 n I 18 c ~; I II =~ , I L<-I1E J .....lli I ~ ~~ II b're SD m ~ . ~ ~ ~ ~I Pw PRIVATE STREET B ~ \ I I 1,1 ~ 8"WW ~ PM. WW MH 8"WW \ ~ ~I} ~~II ~~_ ~ : = = ~ = = = 2 L&JrlA - - *"W--;---., ,: *"W ,r~, II 1 4 "WW: -w'o 4~ 11 UTILI- ~ I HORT, B STREET 1 I · -I UTIl ~' S=10(}%(28!) i I : I: = = =b = ~K~ ~~.~ 1.1; -IUTIl 2 :~; :--/ =::~ 12 UTILI-: i i L -r-. ------'. ,~\.~. III -' 3 *"W. ~*"W I ~ "" I I ~ II ~ UTIl 4"'-ww. 1l::!:14"WW 13 UTILI- J I I "' f ~ II QWWCOlll ,,:-,-.u 5 :~ r · ~l 4 *"W. --I *"W 14 UTILI- I I I f I 4'WW. --t 4"WW , 1 II '281' 93 Lf +r-- Iiq'" -- 260 LF '499'l1 ~ I I ~. }=II I fI ~S=1.00" ~"W I ~ ---. ~"W 15 UTILI- t I I .~ co :.....e UTlL 5 ~ .r- ~ I , II 4"WW." ..... 4'WW ~ 1 II ~ ~ ~ I ? r-..-..t4.44\ I 1 r I 6 ~"W I co ~ ---. ~"W ~16 t:! I I ~ II -I UTIl 4"WW' ~ --I 4"WW UTILI- ~ I I .:.; II.... · ,....-....,. ,II. ~ Q;; I 1 - II · r 450 "WW CO ff2 ---. ~"W J I II ~L 7 ~"W I ~~. 17 UTILI- !I '/ II 4"WW. 0 ~ ~ 4"WW g r II II.,&. :::::! .... :::E I La.. II 115 ~ UTIl 8 :~: _~ :~ 18 UTILI-: n ,- 1I@86 Lf ---tr ~ I I i' II Ell. H UTI~=1.~% :~; U) :~ 19 UTILI- l i L~!I II 0 II I45Q\.WW co 113_..... I I I I J II ~L 10 ~ w '" ~"W 20 Iml L- I I.!---, . r:-1 4'tJt1 C "11 I 4"WW ! rwr ;: 8'W '4!! II' · · ....... r I --- -=--- ., .""'--- · '- I:r- -1 == - /- ~ - . - W -UTlL-f.. \. _ _ _ _ _ _ _ ... ~)I~~~'~"..... _ _ ---r _ _ _ _.0.......;- .., / " I ISTlN L ~ --J 24.0' '01 S ~---- ---- _ _ _ _8"'!!JL _ _ Y / --I 8"WW z - - - - - - -:-- -- :\, '0 ,,-- 0 TL 20011 'I f ! r r TL 900 8r TL 1200 }- --{ 8"W - 2"W 6"F UTlL: SHEET C4 of 6 Date Original AUG - 6 q en rSURfACING IS PER PlANS TONEjTRACER WIRE BACKALL MATERIAl.. IMPORTED COMPACTED GRANULAR BACKALL WITHIN PAVED ARfA. NATIVE BACKALL MATERIAL. OUTSIDE PAVED AREA. Z ::i I: o I""') PIP~ ZONE 3/4 CRUSHED ROCK BEDDING MATERIAl.. 3/4" CRUSHED ROCK . .:. _ .. ~ .. : f :..: .'... ':,'~"~ ~ :,.~ ~~~ ~<;':: ':~:!;i ~:::'~.'/~~~ ~:~: ' 4" MIN TYPICAL WATER TRENCH DETAIL N.T.S. STANDARD STEEl FRAME & COVER MECHANiCAl PLUG NOTE: SECnON TO BE POURED ~ SO THAT A MINIMUM COVER OF 4" EXISTS ON All SURFACES OF PIPE. 4"MIN 4"MIN PIPE TYPE AND. SIZE AS PER PLANS. MECHANICAl PLUG CLEAN OUT DETAIL N.T.S. 25.0' 20.5' PARKING , ' , 'v v' " ,1> 1> 'v, 1>' 1>' 1>' , , , ' <r"'7 V ' V ' " v ,v ", v ,1>" " 1> v, v , , , v~ v v 00' v:' 5'" " ,v 1>: " t> " \> v ' , , '1> ,Y "If7 v' 1> v' .. , "If7 " , 1>, V "V ' ,1> , t>. ' v: "If7 ,v . 1> ' "If7 " 'v, ' , v' 'v" v, . 1> ' , "9v 1> .. '7. ,1> .1> .~ ' 'v'. 1> , . . . , "If7, ' "If7 .1> 1> , . '1> ,"If7' 1> v, v , 1> ' '<<7 .,' , 1> . 'V' , ' . 1> ,'v SLOPt'TOWARD ROADWAYv, . "If7 , 'v ' . ' ,v '1>' 'J>, , v ' 1> '" . '" . :v ,. ,,"1f7 ,1>, " 1> , ~ , J> "If7' " 1>' V 1> v' .' , 6- . v v ' .v, . 1>. V . , ,v '" ,1> ' V 1> v' vV' 1> " "If7 , 1> ' 'v '1> V , . v ~ " 1>' , '7.' V , ' 1> ,v 1> , . , 1> "If7 "If7' , ' 1> v' ,v: ' tl: v' ,1> ' , ~ "If7 "v 1>' , 1> v ~"1f7 , ,1> v~ 1> ,v. "1> 'V 1>' " , v ~ , J> ' ~ , ,v "If7 "'If7 ' ' . '! 1).' , '1> 6" REINFORCED CONCRETE OVER 2" ~"-O" CRUSHED ROCK COMPACTED TO 95% TRAP W/ HINGED UD ATIlNG AS NEEDED OUTlET PIPE OUTlET BfYAnONS AS SHOWN ON PLANS , ~' " ,v v 1> " y 1>' v 1>,' , "If7 ,v" ,1> 1> . "If7 1> v' TYPICAL PARKING PAD DETAIL N.T.S. 3' ELECTRI aWEST DIRECT BURY OR GREY DUCT 2" FIBER DUCT ORANGE AT&T BROADBAND OFF WHITE TYPICAL UTILTY TRENCH DETAIL N.T.S. SOUD PLATE UD r BIKE PROOF STEEl GRATE 4" CONCRETE ALLED STEEL PIPE PAINTED REO. MAINTAIN MIN. 3' PLACEMENT FROM HYDRANT. 24" SUMP TRAP W/ HINGED UD 53-1!4"x 29-1/4" 10 GA. STEEL CATCH BASIN WITH 24" SUMP & FOSSIL ALTER INSERT. ASPHAlT COATED INSIDE AND OUT. I: (0 I""') b <.0 <r:1 I: (0 " .1""') CONCRETE FOOTING 15" WIDTH MIN. <1, ~ 15. ~ DUAL CHAMBER CATCH BASIN N.T.S. BOLLARD DETAIL N.T.S. 12 4.0' STORAGE FAC I UlY .c----- t 0.5 I""') -ri ---- .. .--." b b " cO SLOPE PARKING TOWARD ROADWAY ~ .... "If7, y I 1> v' h. : I I I 4.0' 0 I , T-111 SIDING fRAMING- 1"X4" l' O.C. w /5fs" PLYWOOD & COMPOSITE ROOANG "If7 , . 1> 'v , v'> , v ~ , ' '1> v ,v , "If7 "1> '1>' :9. " 1>'~' V : ' ' , 1>' V 'i> v b cO v' 1> 1> ' v, v ' ,~ v , i> 1?' ":9 ,.v' 1> "S7 '!V . , i> ' , v v . ~ "'", .5' lEVEL PAD fIJ bOfIJ~ .s J.4 ~ ~~~ fIJ .60 S 5=00 O~~ 6.0' 3.5" ~ ~ o 00 ........ o .......0 0""'" m I""') o.q-.......tl) N.......mN m I 1""').- ~ .~I -a::::_tl) => 0 .-" co (I) _.q- .0'-- I---I.q-.- (I)U,Jtl).q- - -tl)' o~ ..- o ~ ~ .. ~8:~~ (1)0.. .,' <:;'~:~~', '.~~. ',~'~.~':' ~~.~ \ :: ~.,:~.. ;>..,<.~~~': ~.~,~: :",: ". :': ~::, '~.~:" ~,~ '~::' ,:~'~, EXTRUDED CONCRETE WHEEL STOP CLASS 3000 - 1/2" CONCRETE, AC PAVING SHALL BE CLEAN AND FREE FROM FOREIGN MATERIAL BEFORE APPLYING EPOXY. 00 . ..... :;.... :;.... o ~ NOTE: WHEEL STOP IS TO BE 6" IN WIDTH :>: :>: :>: ~ ~ t:Q t:Q t:Q ~ D: Q Q Q :c ~ ~ ~ ~ ~ ~ l!a l!a .:.1 <( > > > ~ ~ ~ ~ ~ 8 WHEEL STOP DETAIL N.T.S. I · 8.0' 1 ~tt GALVANIZED POST & CAP ~ ~ ~ ~ 00 .....-t . ..... c:a ~ C1) ~ Q) ~ o ~ .....-t . ..... > . ..... Q ~~ o .~ ~r-O o ~ STD. GAlVANIZED CHAIN UNK FENCING Q) ~ ~ ~ ~ ~ ~ ~ iq N CHAIN LINK FENCE DETAIL N.T.S. - i--- 0 I - .. , I ., "If7, , . "If7 .. 3.0' . . 8.0' . 0.5' j lYP. t:ij ~ Q cij Z o ...... CJ) ...... :> li1 tx: ~ o t:7) (>> ~ o ~ ""fo..,:) ~ o C..) (>> ~ ~ "-c:3 ~ (>> .~ ~ .~ ~ ~ I · .1 SHEET C5 of 6 9.0' STORAGE FACILITY DETAIL N.T.S. AUG 6 8 Original Submittal /- -- mf[-- -1-1- II I I I T II I T Ilr--- NOTE 10 \ c"" -, r-c ; / C I _ _ _O~..~ I I I I ..... I ..... ..... I..... .-. ,.-. X y NOTE 5 J - - -,- I I I I (.0 01.....- IJ C I I C ~ C _r NOTE 4 ----=- =---" ~ " 1 L... _ 24.0' PRIVATE ROADWAY 22.0' AC PAVING 3" AC PAVING 1.5" B MIX BASE COURSE 1.5" C MIX WEARING COURSE 10" *"-0" CRUSHED ROCK COMPACTED TO 95% 2' X 6" CONCRETE RIBBON 7" *"-0" CRUSHED ROCK COMPACTED TO 95% 2.0' Lo I'" ci 3.0' 1.0' 3.0' PRIVATE ROADWAY AND GRASSY -SWALE DETAIL NJ.S. - '---I.....- _ - I...- ""'--- \ VN /f\ OTE 9 - -- 11- 1 TIT /~ L- II 11 TT I I I I :z :i I:: I") NOTE 9 r---'=' ::.....-.- ~ fl , ... .. ~ _J~~_ -) ~ - ("t..:=~ ~ ~-"t"'=~>-I (-~ I ~ ~ - ~ -" -I ~ ~ I D r4:b I Jo. -" n -01 11]1\.1 ... I 11 r C.... ) I r ~ Il- - ~ ,-~ I r -. ---' ~ II... _~ - - W I J - l......~ - -4..i. 1.....r:J_ _I_ I I I I ..... i ..... ..... I..... NOTE 6 / 12"MIN EACH END -- , "'- NOTE 8 _,_ _I- II II .....\2:jVU ~ - ~ I ~ I ~ -l~ _~ ( OVERHEAD 'B' WITH FDC {\-- 'r' '--- NOTE 7 :z ::i a .q.. N --{'\ '\ __-1 DETECTOR DOUBLE CHECK ASSEMBLY 2-1/2" - 10", ABOVE GROUND NOT TO SCALE IT] ill = EWEB remote reader and touch pad (provided by EWEB). = SUB standard for remote register (provided by contractor). = APPROVED DETECTOR DOUBLE CHECK ASSEMBLY INCLUDING FACTORY SUPPUED SHUTOFF VALVES~ White Alder Alnus rhombifolia 30' O.C. ......0 o......<nl") o.q........ll) N......<nN (7) I 1"). I.&J NI t::: .Oll) :::::>0:::1")00 (/) 0 .q.. """'" . ci ..... """'" f-(J) ...J .q.. ..... 1.&Jll).q.. -..........It') o~ ............ o ~ ~ .. ~g:~~ (/)0.. co bOco~ .el ~ ~ .:s!~ co .60 :3 S~oo O~~ ~ ~ o 'CD. ......-t o 'CD. . .... J-I ~ o ~ NOTES: 1. Detector double check vault or enclosure shall be installed at point of service , or in an alternate location approved by EWEB or SUB for their respective service area, but no more than 10 feet from point of service. ~ ~ e-.. 0 ~ ~ Q.) ~ ~ a ~ ~ en. 0 .....-4 ~ ~ . ..... ~ ~ ~ ~ ~ Cl) ~~ 0 ~ o .~ C,.) ~.-o .....-4 Q.) . ..... 0 ~ > ~ . ..... ~ u ~ ~ 'lj ~ ~ ~ .~ ~ ~ ~ e-.. ~ .~ ~ ~ ~ ~ 2. detector double check assembly may be installed vertically, provided that the assembly: a) is internally spring loaded (not weighted checks) b) is 4 It or smaller c) is recommended by the manufacturer fro vertical installations d) has the normal flow upward 3. All clearances apply to outside and in-building installations. 4.lnsulotion - freeze protection to be installed and/or heat source to keep enclosure at a minimum temperature of 4(Yf (NFPA 13-4-5.4.1 ). :>: :>: :>: ~ ~ CQ CQ CQ ~ c: Q Q Q ~ ~ tIJ ~ ~ ~ tii ~ ~ ~ .( ~ > > > Q en. ~ ~ ~ 8 5. Bore-sigthed drain to daylight. 6. Compacted gravel or undisturbed base. 7. a door or other access shall be provided. 8. All assemblies 2-~. and larger shall have flange supports. 9. All structures to comply with local codes. 10. Fire deportment pumper connection per local fire code. SUB - Neptune Meter or Badger Meter, cubic foot register with remote register. cii Z o ~ CJ) ~ > CiJ a:: SHEET C6 of 6 Date AUG 6 2008 Original Submittal I \I I II I II ~! / ~ =~ ~l \ 1 II I II I 1/ I II I " I II I /I I /I I II I II I /I I /I I I II I III I /I I /I I /I I /I I II I II I II I " I /I I " I II . J jJ ~J / :;:::::::. ~ ~ ~ e-: tI) ........ ~ . 1 2 3 4 5 6 7 8 9 10 ~- ~ ~ ..--' ~ ~ ~ ~ CI.) ~ ~ ~ ~ PRIVATE STREET B 9) White Alder Alnus rhombifolia 30' O.C. 2- col. 11 12 13 14 15 16 17 Seeded Swale 1,745 SF 1/3 JB perennial rye 1/3 Patriot II perennial ry~ 1/3 Evening Shade perenmal rye 18 19 20 ~ ~ ~ ~\~ ~ ~ ~ ~ ~ ~ ~ ~ - =- , '" 2) Deodar Cedar " Cedrus deodara 6' High . ~\\ , \ \ r--<1-:--:- -:-- ~ -<1 -:-- _ ,__ /. '-', , . , . ,-- -- , ---- , -......... ( ~-.... I ' t , I . 1 ' 2-3' Cl-WN UN~" GATES \. 1.5' CONCRETE A RIBBON I I , 12,J J PROPOSED 8 X 6- THICK CONCRETE PAD FOR PICNIC TABLE ~ G~ (~ ~i cJ ~~ PROPOSED 2,500 SQ. FT. PARK ii i I /I I I II I /I I · --------- ~r( /I I II I I II I . II I I " I /I I II I " I · /I I " I \I I I " , \I I · II I I II I /I I II I II I I " I II , " I II I · II I II I /I I I II I II I · II I I II I II I /I I " I \I I . III . . . _________ \ \--- ------L--:I~ --===== '=---=====~ == ~mAsm~ TOT PLAY STAnON MANUFACTURER AND MODEL NUMBER TO BE SPECIAEO IN THE MATERIALS UST. 62 I I I I PLAN SCAlE: 1-=10' I I I I I I I I I I I I I I PARK LANDSCAPE White Alder Alnus rhombifolia 30' O.C. TYP. r 2.0'l GRASSY-SWALE DETAIL HI.S. '" '" ~ '" [g I N SCALE: '.=20' 20' - 20' 0 - a.1 b.O :;.... ~ ~ ~ ...... <U <U '=3<u~ 00 .a 3 J::~oo. 8~~ r--.,O Or--., 0)1"') O~~~ . N ~ 1 1"').0 UJ NI t- 'Ol.t) -0:::1"')00 :::> 0 ~ (/) - '0;- t;-'I.t); ~-I.t) o~ ..- z UJ .. o-zx 000:::0< I"')Q..:J:LA.: (/)0.. ~ 00 ~ -.-4 o t: 00 0 S~ 40' . ~b- (yO ~ ~ ~ 0 tl) d <>> ~ ~ 0 = (J) cd ~ ........ ~ 0 (J) tr:: ~ ~ p.. ~ cd ~~ ~ <:.) 0 r:n o .~ u .-c ~r-O <>> = 0 ~ cd ~ .....:1 ~ .(J) Q) ~ ~ ~ . ..... ~ 00 d <>> .~ ~ 1;) ~ ~ .~ d ~ ~ ~ ~ ~ ~ () ~ .. ~ ~ ~ t; Q Q Q I"') Z ~ ~ tiJ tiJ tiJ t ::c ~ a= ~ .. ~ ~ ~ ~ ~ .( ~ 0 > > > ~ g: ~ ~ ~ ~ 8 rii Z o ...... rn ...... > ~ 0:: SHEET LA-l of 1 AUG - 6 ~2008 Original Submittal