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Plat, Subdivision APPLICANT 12/24/2003 (2)
PROPERTY DESCRIPTION FOR MOUNTAINGATE, PHASE m Springfield, Lane County, Oregon TENTATIVE SUBDIVISION PLAT FOR MOUNTAINGATE PHASE III S. 1/2 SECTION 34, T.17S., R.2W., W.M., N.W. 1/4 SECTION 3, T.185., R.2W., W.M., SPRINGFIELD, LANE COUNTY, OREGON DECEMBER 11, 2003 SCALE: 1 "=300' \.....-... . .~ - " ~ ........... j ,-. f. ~ ~~ Beginning at the Brass Cop marking the Southwest Corner of the T. Maynard Donation land Claim No. 44. Township 17 South, Range 2 West of the Willamette Meridian; run thence South 89- 1 f 45" East3S1.00 feet; thence South1- 43' 43'" West 322.66 feet; thence South Sfr 11' 48" East 3S5.S2 feet; thence South 1- 48' 15" West 212.20 feet; thence South 2f) 39' 33" East 139.62 feet; thence South 1. 56' 3S" West 135.43 feet; thence South f) 22' 13" West M.n feet; thence South 'Z 02' 43" West 150.07 feet to a point on the boundary of EASTHAVEN SUBDMSION, os platted and recorded in Lone County Oregon Plot Records; run thence along said boundary North 8Er 11'.45" West 99.22 feet; thence South 14- 40' OS" West 115.77 feet; thence South 1. 43' 43" West 360.53 feet; thence South 6fr 40' 48" East 100.41 feet; thence South 6r 47' 36" East 117.80 feet; thence South 57 59' 24" East 144.93 feet; thence leaving said Plot boundary South 79- 42' 24" East 30.13 feet; thence South 1- 43' 42" West 982.37 feet; thence North 79- 44! 26" West 202.24 feet; thence South 30- 43' 43" West 10S.51 feet; thence along the ore of 0 45.00 foot radius curve to the right, the long chord of which bears South 12- 54' 3S" West 47.79 feet; thence South 45- 00' 58" East 84.96 feet; thence South 1- 43' 43" West 130.00 feet; thence South 67 42' 56" East 213.60 feet; thence South 1- 43' 34" West 462.56 feet; thence North 87 44' 5S" West 973.06 feet; thence North 2'Z 18' 18" East 922.71 feet; thence North 3(1 46' 58" West 92.67 feet; thence North 25- 19' 10" West 96.02 feet; thence North 11. 10' 22" West 131.49 feet; thence North TS 44' 26" East 54.57 feet; thence South 3'Z 30' 3S" East 126.36 feet; thence along the ore of a 46.00 foot radius curve to the right, the long chord of which bears North 4 r 07' 32" East 13.55 feet; thence North 3'Z 30' 48" West 113.76 feet; thence 3'Z 30' 48" West 112.40 feet; thence North 7(1 10' 22" East 99.84 feet; thence North 47 26' 51" West 44.47 feet; thence North 37 15' 32" East 109.21 feet; thence North 2'Z 44' 11" West 90.47 feet; thence North 5(1 31' 56" West 154.11 feet; thence North 4T 50' 03" East 66.07 feet; thence North 3fr 52' 01" West 10S.94 feet; thence South 45- 37' OS" West 31.51 feet; thence North 47 39' 57" West 50.00 feet; thence North 47 39' 57" East 198.05 feet; thence 37 15' 32" East 342.39 feet; thence North 1 'S 17' 28" East 195.36 feet; thence North 41- 45' 21" East 174.09 feet; thence North 5- 5S' 51" East 75.67 feet; thence North 4f) 3S'24" West 189.35 feet; thence North 45- 25' 29" East 135.84 feet; thence along the ore of 0 225.00 foot radius curve to the right, the long chord of which bears North 5 r 10' 20" West 125.34 feet; thence South 55- 29' 32" West 182.62 feet; thence North 41. 17' 19" West 417.51 feet; thence North 5f) 02' 20" West 151.40 feet; thence North Sf) 14' 34" West 148.92 feet; thence South 69- 43' 24" West 80.92 feet; thence South 77 57' 10" West 284.95 feet; thence South 8(1 04' 49" West 255.33 feet; thence North :r 19' 06" East 72.16 feet; thence North 87 09' 33" West 547.55 feet; thence North 17 24' 27" East 189.27 feet; thence North 5f) 32' 00" East 176.59 feet; thence North 67 42' 52" East 175.03 feet; thence North 64- 42' 01" East 105.13 feet; thence North 71. 09' 08" East 43.10 feet; thence South 3fr 44' 40" East 138.76 feet; thence South 67 09' 44" East 78.73 feet; thence South 6ee 40' 34" East 235.61 feet; thence North 14- 04' 12" East 214.76 feet; thence North 1- 3S' 01" East 33.53 feet; thence North 84- 18' 15" East 101.71 feet; thence North 1. 38' 01" East 223.63 feet; thence along the ore of a 20.00 foot radius curve to the right, the long chord of which bears North Sf) 14' 52" East 24.49 feet; thence South 55- 59' 27" East 10.48 feet; thence North ~ 00' 33" East 60.00 feet; thence North 55. 59' 27- West 10.48 feet; thence along the ore of a 20.00 foot radius curve to the right, the long chord of which bears North 1fr 13' 47" West 24.49 feet; thence along the ore of 0 180.00 foot radius curve to the left, the long chord of which bears North 1:r 023' 05" East 40.73 feet; thence along the arc of a 180.00 foot radius curve to the right, the long chord of which bears North 5- 09' 14" East 8.70 feet; thence South 8f) 05' 48" East 105.66 feet; thence South 1. 57' 15" West 110.70 feet; thence South 88' 07' OS" East 26.00 feet; thence North 1- 57' 15" East 110.00 feet; thence South Bf) 12' 00" East 113.02 feet; thence South 8fr 07' 10" Eas1 302.54 feet; thence South 1. 57' 15" West 483.01 feet to the Place of Beginning, in Lane County, Oregon. " J 8 Llvelr MemotIat Park- SWIm Ctn'" : ~'" Thuraton ~o '0 c MkkUt . ~ ..DllltllJIId.~ .. ,'. .,"^,> ~ .. '''.. ',GSlo NOTES: 1. Elevations are based on 0 3)iff UCS & GIS Brass Cap stamped "W352 1943" and located at the intersection of 69th St. & Main. Bevation=527.93. As directed by City Surveyor. 2. Electrical services to be underground and subject to the policies and procedures" of SUB. 3. Water distribution by SUB. 4. Zoning is LOR low Density Residential. Metro Pion Designation is LOR. 5. Sanitary Sewers ore to be public. 6. Subject site meets 011 solar access requirements. 7. Street lighting is proposed for the subdivision. Refer to sheets C2, C3, and C4. 8. Street trees ore proposed for the subdivision. Refer to sheet C24 for proposed tree clusters and Site Tree Preservation Plan. -I . ~. .. ' .r" Of PROJEerr ....,;. 1~.. . - ,~'; ; ~~:~ . .. . ISI 8. APPLICANT faWNERS REPRESENTATIVE TODD ALBERTS - ALBERTS DEVELOPMENT 875 FAIRWAY VIEW DR. EUGENE, OR. 97401 PH.D (541) 484-4400 FAX.# (541) 484-4440 Pu 7>~ ~~ (>~ p~ ~~~ ~ YHrI'a. Aft VIIJIOft Rd sl ~I i I o \ '" \ \. "- \ \ CIVIL ENGINEER / SURVEYING / PLANNING OLSON & MORRIS 1410 OAK ST., SUITE 200 EUGENE, OR. 97401 PH.# (541) 302-9790 FAX# (541) 485-3253 TRAFFIC ENGINEERING ACCESS ENGINEERING 1410 OAK ST., SUITE 200 EUGENE, OR. 97401 PH.D (541) 485-3215 FAX.# (541) 485-3253 GEOTECHNICAL ENGINEERING aOIRE ASSOCIATES, INC. 5160SW BEALS AVE. CORVALlJS, OR. 97333 PH.# (541) 753-5344 FAX# (541) 753-5347 FORESTRY SERVICES DOUG WOLF, FORESTER OREGON FORESTRY SERVICES TAX MAP 18-02-03, PORTION OF TAX LOT 303 TAX MAP 17-02-34-3-4, TAX LOTS 1100,1101, & 1102 TAX MAP 17-02-34-4-3, TAX LOT 602 SHEET INDEX C1. C2. C3. C4. C5. COVER SHEET SITE PLAN 1 SITE PLAN 2 SITE PLAN 3 PLAN & PROFILE FOR DOGWOOD ST. STA. 0+00.00 TO END PLAN & PROFILE FOR PARK DRIVE sm. O+OQOO TO 6+7~53 PLAN & PROFILE FOR PARK DRIVE STA. 6+74.53 TO 13+00.34 PLAN & PROFILE FOR PARK DRIVE STA. 13+00.34 TO 19+00.00 PLAN & PROFILE FOR PARK DRIVE STA. 19+00.00 TO 23+81.65 PLAN & PROFILE FOR PARK DRIVE STA. 23+81.65 TO 30+00.00 PLAN & PROFILE FOR PARK DRIVE STA 30+00.00 TO END PLAN AND PROFILE FOR JESSICA ST. STA. Ao+ao.oo TO A5+57.65 PLAN & PROFILE FOR 67th ST. STA. 80+00.00 TO 85+57.85 C6. JESSI C7. C8. C9. - .............. '-'::: C10. C11. ('\ -./ C12. C13. C14. C15. C16. C17. C18. C19. C20. C21. C22. C23. C24. C25. C26. E1. E2. bB ... s:: bO bD...... d s:: l'-t.p:f .~ ~ s ~Q) ~ cd . 6b ..-4 s::~ OOr:;i:l~ t 'f ~ .~ ;~ ~ . ~ t~ l~ ~N ] ~ \(J~ -..... ~ ('<'\':::$ ~'}-. , ()~ 0- ~ ~;s-- ~ ~S0J ~ o~~ o C"( '" t...> ~ '-' -.:) Q)(C V) -- ~ ~ ~ 00 ~ ." $:I . ..... J-t ./L,' 0 J-t 00 0 :~~t: ....... ~ 0 o 0 o cnt"') N-f'-U') LaJ ~ cr ~'. Cf'-NI'" ::)cnOat) (J)a::tt)~ ~ 0 ........ tf) -- .. . ..- ~1.&Jat).C c;eZ'-"'at) o I.&J .. '-'" C>I.&J.. O::)ZX ..-I.&JO~ '''It' ::J:LL: .- a. . SCALE: '.=300' I JOO' 0 i - i all til 300' f VICINITY MAP SCALE l'i=1000' .. I: '4 ... ..._.~ .... -_ c.of.. ..... ~.' -. ~ "^t ell 4!traata ~ra chftWft ...." mA"4t PlAN & PROFILE FOR 67th ST. STA. 85+57.85 TO END PU\N & PROFILE FOR IW ST. STA. CO+OO.OO TO END PLAN & PROFILE FOR JESSICA ST. Slit A5+57.65 TO 11 +00.00 PU\N & PROFILE FOR JESSICA ST. SI:4. 11 +00.00 TO END PLAN & PROFILE FOR JESSICA CT. STA 00+00.00 TO END PLAN & PROFILE FOR CALUMET ST. S1A EO+OO.OO TO END CI\l1L DETAILS GRADING PLAN 1 GRADING PLAN 2 GRADING PLAN J LOT DEVELOPMENT / TREE PLAN SITt STORM DRAINAGE PLAN SITE ASSESSMENT PLAN EROSION CONTROL PLAN 1 EROSION CONTROL PLAN 2 600' ~ ....... ... ~ C- O - - ~ o .~ (/) ~ .~ >-:. . ~ ~ ~~ ....-4 r-O ~ ....-4 ~ ;3 c:..;) t-.....t r" · ...-4 V J. > .............. ~\ Q)1 Q) '=4 ,..s.:::t 00 ~ Q) > o C) P-t oj (\) CI) ~ t3~ ~ d ~~ ~ ~ O.~ ~d ~ '~ ;3 o ~ F- 3: (I) :;;.; :;;.; Q:ot5! ~ ~ tn tn w tn 0 ^ ::I::> til J-4 J:ij Z< Z ~ --1 ~ 9 u <1': rJl UJ U ~ UJ:I: rJl J-4 0 U cij Z o ...... r..fl ...... :> UJ 0:: SHEET Cl of 26 ~ o t7) Q) ~ <::) 'lj ~ Q) .~ ~ .~ ~ ~ ---- ~ - - --- - - -...... ' ------- - -----... " - - -- .... ----- - - ~ " '- .... ..............- -- ... ------- '" -- , ,,' ........... ------- - ----'" '--~" ~ -------- -- ............... ~" ........ -- ... ------- -- -- ' -- -- ...........-- -- -- - - - - - - - - - ........ ................... - .~ - - -----~-.... .... ~ --~ ~ . _----- 6('/2 ----_ ~_ --.................', --__ ___ 560 1 __ vv _ _ ~ .................... - _ 610 ----------- ~----........ , ,,----..... ------ , - -.... '-~' ...., ------- - - - - - - -- 620 .... .... --- .... .... ~............ .... .... .............. .... .... - - - 580 - - - - 630 - :..- ~.... ~ --- - - ;.......... , , ....~- ",/ , -~'" , , "-...... I '" "'- , , "-...... - - ; - - - ___ I r - ....' 50 ........~ 49 '" 48'" 47 '\ I 46'" ' 45 -1 44 ~----43--T-------- ... ,I "1\ I ", I 1 .... '\ '\, '" J \\" j'"" _ ' '-~~~~---0:--1rY....,~ ",9,_/_ I \ ' , '" , ""- - - - - - ..-......... - ~ '",- , """'["- - - ~T- , ..............- - ;- --- - -7-1- - _ - - - - ~-, '" -,- --- .:J.o ,. ~ 6&.-_J_~~___ 1 - I ----- - -" 540 560 ---.. -~ '.... ~ '--- , """ , -- 3 f._ I 5eo ~\:)\:) I '\\... ", \ ~ , ~ "'-" , ....~ , , " 80' 0 80' ~ ;~~r~ 40 , , .., ..-......... .., , , 302.5' S 113.4' ~ ii:::::- ~ \ , .... SCALE: 1'k80' --............. .... ~- ................ , , ~ .... , \ \ \ 66 , I ' I " 'Q? " " --- \ \ " " '-... - .......~~--....... "t-....~ 1 ; -~- / ...~ ... --- " , -- ' -~ ~-- , , ............ 62 '... ~ / ... ... "-...... " 19 " \"" " " MIl....(5 ~, 3&1.0' , '" , , '''----- / " " '" , , "'- , ... / " " , " I'RIVATE ~lEANOUT ,- rR~~ CLEAN Olff, ", , -.......... .... , '" - - --...J '" "" cd ('011 -- "" 3 ~ ~"'i '" -t+;-362.. ~ 11,362 S.F. 90.0' EXISTING WW MH 8" FL IN (E) = 720.05 8" FL OUT (NW)=719.95 RIM ELEV.= 724.96 11,362 S.F. ~o.o:- - '" 90.~ , 549.4 N 86'40'54" W - --grr.0' ' I I / ",'" ~ ------'" ----- ------ .......--~--.- CURVE DATA NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH _----72711)' ~~~ --::::-:::- C1 15-28'22" N 7S-56' 43" W 125.00 33.76 33.65 N 03"19'06" E , ~90;~::-:--:: C2 15-28'22" N 7S-56' 43" W 100.00 27.01 26.92 '" '" .......... -~- C3 15-38'02" N 7S-51'53- W 75.00 20.46 20.40 --~ o.~ 830 ~:~-- C4 0(120'17" N. 8f)30' 46" W 975.00 5.75 5.75 ;~;!.;j~~~~; C5 0'Z31'28- S 85-04'53" E 975.00 42.96 42.95 ,..... /"~ .....'" "'~ ~ .....~ C6 OT51 '45" S 85-15'02" E 1000.00 49.96 49.95 ...... .....~,...... C7 0'Z02'02" N 85-39'53" W 1025.00 36.38 36.38 '" ~ ,.- ~ ,. C8 0(149'43" S 84-14'01" E 1025.00 14.82 . 14.82 ..... - C9 05-53'10" S 8f)45'44- E 525.00 53.93 53.91 C10 05-53'10" S 8f)45'44- E 500.00 51.37 51.34 C11 01-54'32" N 84-46'25" W 475.00 15.83 15.83 C12 OY58'38" S 8743'00- E 475.00 32.97 32.96 C13 18'01'42" S 81-16'50" W 275.00 86.53 86.17 C14 29-26'37" N 75-34'22- E 250.00 128.47 127.06 NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH C15 lT56'04" S 8Y 49'39" W 225.00 50.79 50.69 C123 1 Y05'52" S 1 'Z58'57" E 180.00 41.15 41.06 C16 1 f)30'33t1 N 6g-06'20" E 225.00 64.83 64.61 C124 75-31'21" S 18'13'47" E 20.00 26.36 23.27 C17 11-24'55" N 6f)33'31" E 275.00 54.79 54.70 C125 3T07' 40" S 7T03'18- E 130.00 72.90 71.94 C18 0f)02'33" S63'52'20" W 175.00 18.46 18.45 C126 3'Z07' 40" S 7'Z03'18- E 100.00 56.07 55.34 C19 05-29'45" N 6g-38'29" E 175.00 16.79 16.78 C127 3'Z07' 40" S 7T03'18" E 70.00 . 39.25 38.74 C20 11-32'18" N 6f)3t'13- E 200.00 40.28 40.21 C128 15-17'51" S 8(128'13" E 230.00 61.41 61.23 C21 11-32'18" N 6f)37'13" E 225.00 45.31 45.23 C129 31-51'35" S 7'Z11'20" E 200.00 111.21 109.78 C22 45-05'38" S 85-03'50" E 125.00 98.38 95.86 C130 2S-07' 19" S 74-03'28" E 170.00 83.44- 82.60 C23 51-34'19" S 81-49'29" E 150.00 135.01 130.50 C131 03'44'20" S 58'07'41" E 170.00 11.09 11.09 C24 2Er 40'07" S 85-43'25" W 175.00 81.45 80.72 C132 1 f)33' 45" S 64-32'25" E 230.00 66.49 66.25 C25 24-54'11" S 6fr29'26" E 175.00 76.06 75.47 C133 0S-38'34" S 6CT34'50" E 233.50 35.22 35.19 C26 0f)28'41" S 5g-16'4Q" E 125.00 14.13 14.13 i Cl34 23'08'59" S 7Er28'36" E 233.50 94.34 93.70 C27 21-02'23" N 45-31 '08" W 125.00 45.90 45.64 ! C135 31-47'33" S 7T09'19" E 203.50 112.92 111.48 C28 21-02'23" S 4S31 '08" E 150.00 55.08 54.n ! C136 04-0749" S 5S-19'28" E 173.50 12.51 12.50 C29 21-02'23" S 45-31'08" E 175.00 64.26 63.90 C137 2739'44" S 74-13'14" E 173.50 83.76 82.95 160' -~ - -........ e/,o '\ f)", \) \J '\\... 620 __ --. ~ ~ I'f') bB .... s:I bl) be..... s:I s:I ;;.....-:j .~ CD M CD ~ s:I :> '61> ~ ;;....s:I~ J5~~ ~ ~ o 00 ..--t o -10.:: <(0 oZ (J wo> (l - a:::: ~ (I) :J (I) (I) V) -w ~lJ.. (loa o.::Z 0..:5 o 0 E o O)tt') N....."1t) OO)N ~~ 1 tt')'e -_NI ::;) ..,# 0 It) en .tt')ClOE . 0::: """' "lit- l;;o....."""'c .. "lit- ..... ~LaJe"llt-C ~z It) oLaJ ...........- C>LaJ.. O::;)ZX .....LaJ~~.... :! a....- 00 · ...-t ~ ~ o ~ v o Z 0 o N (/) I . T -I .,... I z~o 7' o ~ a:ho ~ <.?o 1.0 .. w~w(() ~ 0::: CJ <( o~z 0 :>w -' .., a::: < ~ ~ LU a:: ~ o .~ CI) .~ C'I ~ ~ .~ . ~~ ,...... ..0 Cf:J;::::~ ~~V) ~~ d~~ cd~d ~~b) 0.-1 ~ ~ (]) o.~ .~ ~ d 00 ~ ~ ~ o ~ ~ o t:7) Q) t-- <::) ~ 6 <)... ~ ...---' ~ \0 ~ '-Y 0 0 u Q) N ~ ~ ~ ~ Q) .~ ~ .~ ~ ~ ~ ~ :>: ~ /Xl ~ co Q tii Z Lt1 MATCHLlNE LOTS 43-8 ~ ~ ..J u REFER TO SHEET C3 -( <( Lt1 U a: :c: en Q U =--UllL- EXISTING UllLlllES (GAS, lV, ELEC, PHONE) UTll PROPOSED UTlLIllES (GAS, lV, ELEC, PHONE) W -- EXISTING WATER LINE W PROPOSED WATER LINE . EXISTING ARE HYDRANT . PROPOSED ARE HYDRANT \.S--8"WW - EXISTING WASTEWATER SYSTEM $--8"WW PROPOSED WASTEWATER SYSTEM ~ 24"SD - EXISTING STORM DRAIN SYSTEM @--12"ST PROPOSED STORM DRAIN SYSTEM E:I PROPOSED CURB INlET ~ EXISTING STREET LIGHT ~ PROPOSED STREET. LIGHT __---780------- CONTOURS NOTES: 1. REFER TO SHEETS C5 THROUGH C19 FOR FLOW LINE INFORMATION ON WASTEWATER & STORM DRAINAGE SYSTEMS. 2. REFER TO SHEET C20 iFOR STREET CROSS SECTIONS & STREET LIGHTING DETAILS. 3. REFER TO SHEETS C21 THROUGH C23 FOR CUT & ALL SLOPES. - - - - - - - - - PROPOSED SLOPE EASEMENT LINE cii Z o - en - > r.xJ a:: SHEET C2 of 26 /" TL 4000 " TL 3900 i /-~I TL 5500 I fi; ! ! ~ I - - I ........ 1(0 $1t) l$ / ~~ q; ~ / ~ ,0 _ .~__ _r .~ / ,; /" "" \ TL 7700 SCAlE 1"=80' 80' o 80# ~ f-- ~,~ M'ill!l _'.. lUll'll / MATCH[INE LOTS 81-109 REFER TO SHEET C4 ) I , / / LEGEND I I I -~ UTlL ~Ia_'..w.--=- EXISTING UllLmES (GAS, TV, ELEC, PHONE) UTlL PROPOSED UTILITIES (GAS, TV, ELEC, PHONE) 12"W --- EXISTING WATER UNE 2"W PROPOSED WATER UNE 4"F PROPOSED ARE UNE ~8"WW EXISTING WASTEWATER SYSTEM $--8"WW PROPOSED WASTEWATER SYSTEM ~24"SD-- EXISTING STORM DRAIN SYSTEM @--12"ST PROPOSED STORM DRAIN SYSTEM (QI PROPOSED CURB INLET !W EXISTING WATER METER .. EXISTING ARE HYDRANT .. PROPOSED ARE HYDRANT Q9 EXISTING WATER VAlVE C8:l EXISTING UTlUTY VAULT [jJ EXISTING TRANSFORMER o----r ;- EXISTING STREET UGHT * PROPOSED STREET UGHT [eJ EXISTING TELEPHONE PEDESTAl ~ EXISTING SIGN _ _ =780--------- CONTOURS - - - - - - - - - PROPOSED SLOPE EASEMENT UNE I I - --.... ..-a t:>o MATCHLINE LOTS 1-42 REFER TO SHEET C2 NOTES: 1. REFER TO SHEETS C5 THROUGH C19 FOR flOW UNE INFORMATION ON WASTEWATER & STORM DRAINAGE SYSTEMS. 2. REFER TO SHEET C20 FOR STREET CROSS SECTIONS & STREET UGHTING DETAILS. 3. REFER TO SHEETS C21 THROUGH C23 FOR CUT & ALL SLOPES. CURVE DATA NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH C30 14-09'47" N 4'Z04'50" W 175.00 43.26 43.15 CSO 2r41 '46" N 15-41'00" E 150.00 n.74 76.88 C70 25-49'57" N 31-58'34" W 13.00 5.86 5.81 C90 09-31'10" N 75-16'25" E 430.00 71.44 71.36 C110 2T52' 48. S 71-55'48" E 300.00 145.98 144.54 C31 0716'16" S 5'Z47'51" E 175.00 22.21 22.19 C51 29-41'46" N 15-41'00" E 125.00 64.79 64.06 C71 25-30' 13" N OTOO'36" W 30.00 13.3S 13.24 C91 2g-18'51" S 85-18'34" E 30.00 15.35 15.18 C111 11-00'22" N 6:r29'35" W 325.00 62.43 62.33 C32 4f)21 '22" S 5fr10'37" E 200.00 161.81 157.44 C52 1 Cf23'26" N Ofr01'50. E 325.00 58.94 58.86 C72 3U3Q'50" N 04-30'54" W 13.00 6.92 6.84 C92 2f)33'33" N 8Y55'55. W 13.00 6.03 5.97 C112 0S-08'16" N 6X03'32" W 275.00 39.06 39.03 C33 3X20'47" N 51-10'20" W 225.00 127.02 125.34 C53 0105'44" N 01-52'59" E 275.00 10.06 10.06 C73 OX06'42" N 2(106'57" W 275.00 10.14 10.13 C93 . OS-26'26" N 85.30'31" E 42S.00 40.36 40.34 C113 4700'51" S 81-29'49" E 20.00 16.41 15.95 C34 24-55'19" S 6fr53'39" E 175.00 76.12 75.52 C54 0158'08" S 6'$33'55" W 332.00 17.20 17.20 C74 2fr 47'00" S 34-33'48" E 275.00 128.55 127.38 .C94 2g-18'51" S 85-18'34" E 30.00 15.35 15.18 Cl14 64-14'45" S 7'ZS2'52" E 46.00 51.58 48.92 C35 14-00'35" N 74-21'01" W 225.00 55.02 54.88 C55 5r39'26" S 2a-15'34" W 275.00 243.14 235.30 C75 3'$11 '35" S 31-21 '30" E 250.00 144.83 142.82 C95 2g-27'31" S 6fr20'05" W 13.00 6.68 6.61 Cll5 46'45'03" . N 1722'58" W 46.00 37.53 36.50 C36 2X56' 42" N 69-52'57" W 225.00 90.11 89.50 C56 3j43'37" S 2fr05'21" W 325.00 191.31 188.56 C76 1 g-06'OO" S 2g-19'19" E 225.00 75.01 74.66 C96 Ofr56' 16" N 8f)31'58" E 375.00 45.41 45.38 C116 1fr40' 48" N 14-19'57" E 46.00 13.39 13.34 C37 0'$55'33" S 5f)26' 49" E 225.00 15.42 15.41 CS7 8T19'34" N 05-42'24" E 15.00. 21.55 19.75 cn 0g-04'59" S 4'$24'48" E 225.00 35.67 35.63 C97 0'Z11'39. S 8g-19'34" W 425.00 16.28 16.27 C1l7 Ufoo'05" N 31-40'23" E 46.00 14.45 14.39 C38 0~31'OO" N 5'Z 43'33" W 225.00 13.81 13.81 C58 8129'33" S 7fr 40'22" E 15.00 21.60 19.78 C78 lU14'24" N 4XSO'06" W 225.00 40.21 40.16 C98 0'Z15'44" S 88'26'44" E 425.00 16.78 16.78 C118 1a-24'57" N 48'52'55" E 46.00 13.18 13.13 C39 7'Z18'50" S 45-11'53" E 200.00 252.42 236.00 CS9 04-22'42" S 55-46'38" W 275.00 21.02 21.01 C79 15-00'23" S 3(112'42" E 225.00 58.9299 58.7616 C99 1 f)59'02" S 81.30'23" E 375.00 111.16 110.75 C119 74-05'08" S 85-52'02" E 46.00 59.48 55.42 C40 31-49'40" N 65-26'28" W 175.00 97.21 95.97 C60 01'05'00" N 6,.30'30" E 275.00 34.00 33.98 C80 25-14'47" N 35'19'54" W 250.00 110.16 109.27 C100 1 f)24'07" N 7g-06' 49" W 425.00 121.66 121.25 C120 3750'55" S 2g-54'01" E 46.00 30.39 29.84 C41 4(129' 10" S 29-17'03" E 175.00 123.66 121.10 C61 or58'88" S 6'$33'55" W 325.00 16.84 16.84 C81 24-S3'02" S 35-30'47" E 275.00 119.43 118.50 C101 0'Z06'06" S 71-57'49" E 375.00 13.75 13.75 C121 4TOO'51" S 34-28'58" E 20.00 16.41 15.95 C42 2T27'39" N 3g-44'13" W 225.00 88.20 87.64 C62 1008'52" N 5fr58'33" E 275.00 n.50 n.25 C82 8f)24'S4" S 6f)16'43" E 15.00 22.62 20.54 C102 3'Z20'M" N 8705'13" W 150.00 84.70 83.57 C122 OT24'4S" S 14.07'13" W 170.00 7.16 7.16 C43 1 g-27'56- S 1 fr 46'26" E 225.00 76.44 76.07 C63 0034'05" N 45'37'05" E 275.00 31.52 31.51 C83 10U18'42" N 21-24'38" E 15.00 26.26 23.03 Cl03 9'$45'38" N 6'Z12'25" E 125.00 204.55 182.48 C44 14-55'05" S 01-34'55" E 275.00 71.60 71.40 C64 2T 42'56" S 5'$41'31" W 300.0 118.94 118.16 C84 15-47'38" N 3f)38'32" W 275.00 75.80 75.57 C104 5'$23'S4 " N 8'Z23'17" E 100.00 93.20 89.86 C45 3g-34'21" S 1(144'42" W 250.00 172.67 169.26 C65 Ofr34'05" N 45-37'05" E 275.00 31.52 31.51 C85 21-49'50" N 3'$37'26" W 300.00 114.30 113.61 C105 4U21 '44. N 35-30'28" E 100.00 70.45 69.00 C46 1 g-04'32" N 0(129'48" E 225.00 74.91 74.56 C66 20-45'47" S 25-08'36" E 250.00 90.60 90.10 C86 21-49'50" N 3'$37'26" W 325.00 123.83 123.08 C106 61-24'44" N 4f)01 '58" E 150.00 160.78 153.19 C47 24-39'16" S 1fr12'lS" W 275.00 118.33 117.42 C67 2<T41 '41" S 25.06'33" E 280.00 101.13 100.59 C87 OEr26'17" S 4745'29" E 275.00 30.90 30.88 C107 78'35'16" N M-37'14" E 15.00 20.57 19.00 C48 2(129'49" S 20-16'58" W 225.00 80.49 80.06 C68 20-39'53" N 25-05'39" W 220.00 79.35 78.92 CB8 Ofr28'01" N 75-48'00" E 370.00 54.68 54.63 C108 84-19'21" N 2f)50'05" W 15.00 22.08 20.14 C49 2g- 41' 46" N 15-41'00" E 175.00 90.70 89.69 C69 3'07'50" S 29-49'37" E 30.00 15.78 15.60 C89 41-47'45" N 8fr11 '22" E 400.00 291.79 285.36 C109 9fr32'44" N 64-35'58" E 15.00 25.80 22.73 160' bE ... ~ b.D b.D...... ~ ~ ~.a .~ $ s:= <1) ~ ~ t; .6h r-C ~~~ OO~~ ~ ~ o r:n. ...--4 o o 0 . o OJt")E N....I'&t) I.&J~O)"" to- I' I t")._ SOJSJ,t: (/) .t")coE .~........... ti;o..............c .. . .... ~1.&J&l).c ~z.........&l) o I.&J ...........- C>I.&J.. o=>ZX ....1.&J~~\tOOo ~ a.. .5 r:n. . ...... ~ ~ o ~ .q. o z 0 o N U') I 'It ...J ;;:; z~o I o ... cD to ~ <..?w 0 LC1 . . ... W,,, taJ a::: u~. ~ o~z 0 :JW ., Ct: ~ ~ ~ taJ a:: ....JO:: <(0 oz~ 1.&10> a:: - 0:: ~ (/) ::> !!! ~ (/) Su.. a:: 0 CJ O::Z 0..:5 ~ o .~ fI.> .~ ~ .~ ~ ~'"d ~ ..0 oo;:::::~ -+J~V) o Q) ~ CI) ~ ~~~ .oj ~ ~ .....-4 t)) ~ ~ ~ <J) o.~ -+J~~ . ....... ~ rn. ~ ~ o ~ ~ ~ ~ tt: tx:I Is.1 to 0 > :ij z f,.rJ ~ ~ u <( <( f,.rJ U 0:: ::c en 0 U cjj z o ....... {f} ....... >- tJ;J 0:: SHEET C3 of 26 ~ o t)). (.\) ~ o ~ "i-.) ~ o U (.\) B ......~ "t3 .......;) a> .~ ~ .~ e.... ~ ~ <5 ~ ..,.,." \'0. b ~ . ..-~" / , / . I , / / I \ ~ ~() / } I II ; I / llJ 'b~O 1 / \ ---- ' 1 "" \ /,- / / , : ( / \ / / I I I I ; ", fjj() 1 I I I , \ , / / ~ / , 1 / / / / / /-- l6 J \ ! / / / ", / (\0 \ / ~ \ I ." / ~ I '''-~~~ ~ SCAlE: 1-=80# 11 .1' 160# f I I / 141:J:vAw/ _bASEMENT .( 204.2' / ", ", - ." /"" 84 <:) __,1 85/ '" 1~~ 10.0'PRlVATE 19.6.20 S.F. I~_ <T r=m-/193.1' -~ / -"8; .~ 14,178 S.F. / ~ 210.6', ~ ~7 : 1 17.~6 S./ 185.6' I / : ~ 911 88 ~ ~ ... 15,007 S.F. ~ ~ 0) 148 ' LEGEND 80# 0 -~;. 80# Oil k? .-d".~%_m~ / J , I --UTlL- EXISTING UTILITIES (GAS. lV, ELEC, PHONE) UTlL PROPOSED UTILITIES (GAS. lV, ELEe, PHONE) 12"W - EXISTING WATER LINE 2"W PROPOSED WATER UNE 4"F PROPOSED ARE LINE ~8"YN1 EXISTING WASTEWATER SYSTEM tS)--S"YNI PROPOSED WASTEWATER SYSTEM ~24"SD EXISTING STORM DRAIN SYSTEM @--12"ST PROPOSED STORM DRAIN SYSTEM [QJ PROPOSED CURB INlET lWi EXISTING WATER METER .e- EXISTING FIRE HYDRANT .. PROPOSED FIRE HYDRANT Q9 EXISTING WATER VAlVE ~ EXISTING UTILITY VAULT (jJ EXISTING TRANSFORMER o---r ~ EXISTING STREET UGHT * PROPOSED STREET UGHT fE EXISTING TELEPHONE PEDESTAl ~ EXISTING SIGN _ _ =T80-__~ CONTOURS - - - - - - - - - PROPOSED SLOPE EASEMENT LINE !J I 77 I )'-148 ~ 87(. i / ~ / . 79/ 7ci S.F. .Ai ;' '- " / I ~ :::: \ , , MATCHUNE LOTS 43-80 I REFER TO SHEET C3 .... .... \ "- ....- ............. \ ---- ....- ---~ -::::-.-'" ..... -- - ---- -.;:;. .... --~- " - --- -- ::: --..:::::- .... - --- ---.... ....~ - ~ -- -~ ..........----------- .....- ............... '-. - ---- - - -f- --- - "- - - - - 920 -...... ---- .... - I .... --------- ----- - -.......... I .97" . .... ...." ?n_ CURVE DATA ..... ............... -------------- NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH NUMBER DELTA ANGLE CHORD DIRECTION RADIUS ARC LENGTH CHORD LENGTH C123 06-26'17tt S 4745'29tt E 332.00 37.31 37.29 C146 43-52'25tt S 1 0-43' 12tt W 53.00 40.58 39.60 C124 1745'44tt N 42.05'46tt W 135.00 41.85 41.68 C147 60-09'33tt S 41-17'46tt E 53.00 55.65 53.13 C125 05-31 '33tt N 30-27'07tt W 135.00 13.02 13.02 C148 45-20' 42tt N 48.42'12tt W 13.00 10.29 10.02 C126 05-34'41 tt N 24-54'00tt W 135.00 13.14 13.14 C149 19-35'14tt S 35- 49'28tt E 232.00 79.31 78.93 C127 52-48'13tt N 04-17'27tt E 135.00 124.42 120.06 C150 14-35'57tt S 34-33'21tt E 225.00 57.33 57.18 C128 05-34'41 tt N 33-28'55tt E 135.00 13.14 13.14 C151 83-14'37tt N 03-59'46tt W 8.00 11.62 10.63 C129 05-31 '33tt N 39-02'02tt E 135.00 13.02 13.02 C153 16-35'25tt S 13-17'27tt W 275.00 79.63 79.35 C130 33-19'10tt N 58-27'24 tt E 135.00 78.510 77.41 C154 15-25'50tt S 15-05'00tt W 325.00 87.53 87.26 C131 126-05'37tt N 12-04'11 tt E 78.00 171.66 139..05 C155 10707' 19tt N 60-55'45tt E 20.00 37.39 32.18 C132 19- 46' 14 tt S 65-13'52tt W 275.00 94.89 94.42 C156 95-49'15tt N 22-57' 45tt W 20.00 33.45 29.68 C133 08-41 '35tt S 70-46'11" W 325.00 49.31 49.26 C157 0701 '41 tt N 28-27' 43tt E 225.00 27.60 27.58 C134 15-17'06tt S 58.46t51 tt W 325.00 86.70 86.44 C158 10-34'31 tt N 2041'18tt E 275.00 50.76 50.69 C135 04-23'44tt S 53-08t53tt W 275.00 21.10 21.10 C159 81-13'33tt S 62.00'49tt W 13.00 18.43 16.92 C136 29-21 '52tt S 36.16t05tt W 275.00 140.94 139.40 C160 82-22'09tt S 3011 '20tt E 13.00 18.69 17.12 C137 83-14'37tt S 8714'23tt E 8.0000 11.62 1 0.63 C161 11- 46'56tt N 71-28'56" W 325.00 66.83 66.71 C138 10-58'01 tt S 40.08t04tt E 175.00 33.50 33.45 C163 26- 49' 46tt N 63-57'31 tt W 332.00 155.46 154.05 C139 0740' 15tt S 30- 48t57tt E 175.00 23.43 23.41 C164 17-10'18tt S 59-07' 47tt E 268.00 80.32 80.02 C140 49-33'51 tt S 02-11 '54tt E 13.00 11.25 1 0.90 C165 08-35'09" S 63-25'22tt E 275.00 41.21 41.17 C141 44-26'33tt N 00.21'45tt E 53.00 41.11 40.09 C166 21-39'06tt N 66-32'51tt W 275.00 103.92 103.30 C142 44-20'06tt N 44-01'35tt W 53.00 41.01 40.00 C167 1710'18tt S 59-07'4 7tt E 332.00 99.50 99.13 C143 4757'55tt S 89- 49'25tt W 53.00 44.37 43.08 C145 16-56'14tt S 41-07'32tt W 46.00 13.60 13.55 .....-- - - - bE \'" " "" = t)f), be . P""4 S:;::, = ~6fjj .~ Q) J,;t Q) , .'.'., Q) = ~'''''' (; 6Gb--- ;::$S::t:l.t oorx1~ o 0 E C) 0')1"') C'i--"U') 0 L&J~0')C'i t:::" I t')'E ......0)C'i1 - Olt) (J) .t'lDOE . Q: ~ ..q. l;)O--.........c .. ..... -- ~LaJIt).....c -c:c Z ......,. It) o L&J ........,. - C) L&J .. 0:::>%>< __LaJ~~.... :t 0... .5 ckl ~ o r.D. ........ o r.D. .. ...... ~ ::-t o ~ r:t: -10 <( oZ~ LLJO> 0:: - 0:: ~~ :J -w (/) ffiu.. 0::00 r:t:Z 0..:5 ~ o Z ~ o I 1f.~ n Z~O I 0,... N CD l.() - G3 0 l.().. 0:: ,.. ~ (() ~ O~z 0 :)w ., a:: ...;J := ~ ::s :z LU a::: ~ 0 ~ b) a> t.- O C .~ r CI) a:> .~ <=> (;) ....-4 .~ I '1:3 (D ....-4 ..0 00 ~ ~ <+- ~ CD. V) ~ 0 ~ 0 ~ 0 -:t .....:1 ~~ u = d a> B cd ~ ....... ~ ~ ~ .~ CJ) d ~ . ..... ~ 00 ~ 'lj ~ .-....;) a> 0 .~ ~ ~ -~ t.- ~ t") 0 I ...... ::;.; ...... 0 s:i .=.: I Z 0:: 0:: ::;.; tXl E- g l.t.l tXl 0 ~ > u r.ii Z UJ ~ LtJ ~ ~ g ..J <( <( <( ~ c.c: 0 0.. 0 cij z o ..... en ..... >- UJ 0:: SHEET C4 of 26 ~ Y. . / / ~'~~/-- . \ / /~ I / /J' 0\ /"" I Y / ~~/,/--( / \ - --::?7-: ,/ XI' ~I /"" --- ~~/k.i/ I ~ \,/ ~J I ~~ ~ /\ / >"'<.----- ,/ - - \-/ \ I ~-':'~ \ \ ! ~" \ \ "",, \ ,- " "".; , '" ~ )-,-,<, ~~----~~ '\ \ "" "" \ """" """" """" "" / ~ \ \ - - ---\ -\- -- - \ \ \ \ \ \ / \ / / ( \ \ , , I , \ , \ I . . j ...--- - .. ....- ------- \ \ /' \~ ~'0~s~ ,,---....--..-- ---------"" -------- .--- __-----2ft ~.... ~ - 27 \ \ ----- /.-/ - .... '" I '" \ --- :\6- - - - .--- - - _ ---0 ---- - \ \ /" /" /" / --~ " /'" Sr~g-7- t ST MH N4 - - ---- /" /" //" '" '" /'" w fUTURE 5' BACK-Of-CURB SIDEWAlK 12-sr -- - ........-.- -- ..... ........-.- \ --, \ ~ / / /'~\ --. -= STA. D6+36.60 9.3'R WW MH NiL --~, .... .... "- .... ...., b~ u)Q ,.,.,~- ~ ,- 8"WW o + "l;f- Q q~ :50:: -- -~- PT ,-=:itRi35 ::;.. ~ - =---- - - - :;;. .......1:L' ..--640'" ---- .... ..,.,...--- - - ~- - EX WW MH 6" fl IN (E)=560.85 S" FL IN (SE)=560.85 ~ 8" Fl OUT (NW)=560.3 RIM ElEV.=565.27 J ~ / _______ I /8/ .... '/'1-- If' / 590/ / / / / / I / / - .... ..... ..... + It) Q II STA. D5+64.68 11.3'R WW MH #3 --=--=1 ~ .s CI) (.) Q.. - .; /' bB :. .... ~ ~.... b.D -~ = h,', = J-I -'=!',,' -.-4 <D ~l>. ~ <D =1;,,: <D ~ cc:$ L.. t:; - 6h r-4 ::;$~~ CI.2~~ g g t')'E N"-""'an LaJ~O)N 1-,.... , t')__ SO)~J,t: CI) .t')QOe . 0::: .- "Ilt" 1-0"'-" . (f) ..- ......... .. "Ilt" ..- ~LaJan"llt"S::: ~%""""an o [IJ . - """"- C) LaJ .. 0;:)%>< ..-LaJ~~-.- ~ a.. .E '~ ~ o CD. ......... o CD. · ...-4 ~ ~ o ~ SCALE: 1 "=30# 30# 60# f 30# 0 - 28 , .... , .... .... -......../ - - -- 30 ~---- ---- .--- - ------- SLOPE EASEMENT -- /'.... ---" .... - "- 29 -- ---- - ---- ....- r- - - - - --.......,.... ----- "'---, - --- t '2.\\~ ~ ~~~~~ " - ~ ,/ HORIZONTAl SCALE:1"=3Q' ~~~~~'. L_ " --., / PC Sta = D1 +03.80 " /' " / -~ ,. / / / / / TC L 5=11. 2% 650 645 640 N ,....- It) coGq d · N 635 Q) 0)0 10 lOco 630 625 620 615 610 cr: C 605 ~ C) z 600 ~ 0 ::E 595 ~ 590 585 --- --- 580 575 ..- -J N 570 d ..- 0 565 560 555 DO+OO D1 +00 D2+00 TC R/L 5=5.00" Ii: o "'lcO ION COco + II f'I')-J ~O::: li)~ (I) F- ..,.--.........---- ---.... -- ROUND C"ooI 0::: ~ - - p:. CO:t:-- C::Eiiii g ~'io'io. RU HED ROC BACKA D3+00 04+00 D5+00 D6+00 650 645 640 635 630 625 620 615 610 605 600 595 590 585 580 575 570 565 560 555 ~ II- ...~ C? ib"" fili ~ [ ri ~ 0 ~ t)) r Q) ~ ~ Cl) 0 c Cl) .~ ~ (/) ~ .~ ..,.-; 00 ~ cD r-c '"'d.~ 0 ~~ 0 0 ~.o ~ UJ ~ o ~ '"'f-:) ~ b.O -f...:)V) 0 0 ~ c~ u o~ Cl) - d <>> c ~ ......... . ..... a ~ c.+-i ~ ~ '"'4 0 ~ C).~ ~ q d ~ ~ ~ 'lj ~ ~ ~ <>> -~ cd 0 ~ ...--t ~ ~ .~ ~ ~ i$i ~ ~ r- CI) ~ 6 N F ;>: ;>: Z i2 a:: l:Q f-. g t.J l:Q Q > u tii Z t.tJ ~ W ~ ::G g ..J U .( .( w .( u c:: :I: Q Q.. en Q U cij z o - en - > (.;rJ 0:: SHEET C5 of 26 \ ~ \ ...-/~--------- // ' ,\, ~n "--., .--- ,...-" ./ ~. -'............?'~-, \.. \. U-:A ~ /' /" ~ ./ / \ '" ,\,,' /' / ~~ /;/ \ " \ <~ ><4-' ~ ~~. /~ / / \"', \ /' /- ~~ ././ / , \ /' /' ~~"r ~/./ / '" \ ;S(~ ~ /~ / \ '- / //,\ - '" / \ \ / / /$)~\ \ \ ' ~ / ~~,p \ ~ '",-- '/ a / '-' ~~ I \ =30.00' \ ..... ','/ _~----_~ ~ \ I .... :-L,--~/.- /, -~....~\-- \ ':-~ \. // _~ V , \. '\ '" 51A. 1+31.94 1.93'L ;/ ;/~" ~ " \j!~ ~" EXISTING SO MH / ;< \ ~ ~~f ~ ~ ............" / \A " ~~. ~~ "-~,~ "-.., <G> 1i. ~ ~ cS-#,,- ~ ' /" ~ ~ \ "'~ "'-" / ,~ " "- 1-" <!> ~ "'- / / I" _ "/ '\. ,\. "- ~" , / / R=30.00' ~ ., ~ ~~ '-" " .... .......... / / PERF PIPE " ~ \ " // ~ \' ~~ r;~~ " ~~ ..... "- t8 / ~~ "- //~ ~..... _____ " 'A. 1 +34.16 8.17R ~ "'-- --' - ISTlNG WW MH . - --.... \"-, , \ EX. 6"SD ..... PRIVATE \ \ ~ ~ ~ ~ ~I II ~ -'J I 10.0' PRIVATE UTlUlY II ~,___------ \ EX. 6~O PRIVATE bE .... r:I bD bD ....... r:I r:I ~.a .~ ~ $3 CD r:I ~ ~ .60-<< :;:$s:I~ OOr.:l~ . I 10.0' PRIVATE: - - ___ I lI17/Jry - - _______ EAsEMENT -'--J \'-__~ ~ ~"---- PRIVATE PRIVATE .... .... "-.. ..... " '- " ---- - - ---- o 0 o ent") C"I............1t) oenC"l ~~ I t'). -_C"II ::;:) ", 0 It) en .t")ooE . 0: ........ ''It" tio............. .. "ICt ..... ~LaJe"lCtC ~z It) o LaJ ...........- C) LaJ .. o::;:)ZX .....w~~-... ::t 0.. .5 EX. 6"WW - - _ -700- _ _ PRIVATE ---- -~ ........~ ~ ~ o rn. ....-.4 o rn. . ,..... ,.... ~ o ~ .... "'-- - - - - - .........-- - - ............... , .....",- .......... 1 "'- ..........~ 'V'- -- 51A. 2+63.57 14'L 11 - - ---- ------ -~ " " " " " 5 51A. 2+55.99 3.84'L 51 MH #6 SCALE: 1 "=.10' 7 STA_ 6+74_53 " " MATCHIJNE RElB -'to SHEET C7 '" , , 51A. 6+70.11 tR '" ..... ..... 51 MH #7 51A. 6+63.06 14'l 9 30' 0 .10' _ """,,),,, 60' ~ .....----...- -------- SLOPE L=r;~~ - -0...... - -- - ............. -. - ..... UTlL - - - -=: _-=- --;;;- w .... .... "-..... .... .... ~ .... " ~ .... .... ~ ......... - - - ------ - - - -------- RE 5' BACK-OF-CURB SIDEW K - V'l_ 0 --. ~"O 5: 0 ___ - _ .......-- w: - g~A...-" ---1 ---- ---- -- -- ---- ---- ---- ---- ------ ---- -- - ----= .... o o + It') + PC Sta = 4+75.02 f ~ .... .... ~ .... .... ",- , ~ 0 b) ~ a> ~ C 8- .......- r0 q... 0 ~ ~ "'fooo;) ~ 0 U a> g ~ -. C\J~ o (J) lQ.~ >~CI) ....... l'-.~ ~ ~.~ ~ CO '"tj ~ ~~ ~ V) V) ~ -2 Q) ~r1 ~ Oot3 ~o~ ~ a ~ ~ o.~ ~ t3 ~ o~ ~ ~ .....-4 . ~ ~ ~ 0 V)~ '" ..... ..... -- "- 4"Pmt PIPE" 6" 51 FOR _ ROOF DRAINAGE -------- ------ 51A. 2+63.57 14'R 3 51 CI / / / ~- - ----- . --"="'- - .. .c...: -- .:::> - - ~ ...... a.: -- - - ~---\ /' .... ... ... ... ~ ~ EASEMENT " 2 -- 4. J3 en I- IW) It') ;:! + <0 " , ..... -..........--.. "' , " 51A. 6+~Q6 14'R- STC 6 " ..... '" " ..... '" ..... _ -- -149 -- ~ - ------ -- - .......- ....~ ...- ,/ 8 .... .... '" " 10 HORIZONTAl.. SCALE: 1"=30' 3~ ~. . . . ..- n'vc ~y~ 51A 3+62.5n- r'1 r\l ."71\,. &:1\ --.. ~ - ..-- G1 = 2.00% G2=( -)2.00% EX. 170.(1)' VC ; y~ 51A. 1- 25.00- 1"'1 M' c -,'" ~ .. '" ...L.... .. . , I. ~. II. G1=10.C 0% G2=( -)5 00% .~ .... - f\.... I I... 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" " /" /"" "'" "'" / / / " ./ " " / " /'''' " '" /' ". SLOPE EASEMENT .... .",. ............... ..... - ............... -- - ....--- ---- - " / ," ~ "",' ~ / / ./ -- - ---- ------ - -- '" /'''' '" / " '" ,~ "Ii R/L S= 5.00% HORIZONTAl SCAlE: 1-=30' ~. , .ar' TC R/L= =7.00 TC R l S=15.0 CD Co.> Q .... to) ~!ii U)~ USHED R CK BACK II 19+00 20+00 21+00 23+00 24+00 22+00 SCALE: 1 "=30' 30' 0 30' ~,.....__ r - 805 800 ~ ~ ~ 795 ~ E1 790 - . " .. - q, 785 780 n5 no 765 760 755 750 745 740 735 730 725 720 715 710 70S 700 695 690 i""" bB \r _ ~ btf bO . r-t s::: " s:: J-t. " . r-' <1> St. '.. ~ <1> S::" <1> s:: ~i.; :> .r-t_ .-ell; ~ QI) ~I.;~' ;:j ~ I~~ OO~~ o 0 E o <>>1"') N....1'1l') w~mN t::: I' t I"')'E :::>m~J, (l)a::I"')~E ,..: 0 ......... (J) .... ......... .. ~ .... ~WIl')~C oc:(Z..........1l') OW ............- ow.. o:::>Z>< ....w~L::.... ~ a.. .5 ~ ~ o r:n .--f o r:n · ...-t ~ ~ o ~ 60' 1 ~ t ....-' 0 c{) b) lQ ~ Q) q.... 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'" /'" '" , / , , STA. 29+19_39 MATCIIIJNI - --REFEILr-9'SHEEt ~4l HORIZONTAL SCALE: 1"=30' ~ -- ,- I ~ 1i R/L S= 5.00% Te R/l S=14 00% Q t.) " ,,"""" --- a::: ~ d ..- ..- .... . co 24+00 26+00 RUSH D ROCK CKALL 27+00 28+00 29+00 30+00 25+00 . ~. 870 865 860 855 850 845 840 835 830 825 820 815 810 805 800 795 790 785 780 775 770 765 760 755 SCAlE: 1 "=:JO' 30' 0 30' ~ :::I ~IJ!J....,.,.-" c=~ml!ij[=.;.i!~M ~_. -..-- -a. r;; ~ ~ ~ f!1 ... ~ II _ ..I>- C? bB ~ = bO bO...... s::: s::: :=-t...... .~ <D s::: <D ~ ;; i: .6b-c ::ss:::~ OO~~ <:) <:) E <:) C>>t") N.....f"oo-.L(') W~C>>N !:: f"oo-. I t")._ ::)c>>~J,t: cn.t")ooE . a::: ,......,. . lii 0 .... .-. .. . ..- ~~e;1;a OW.. ..........- ~ W .. 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"lilt' . tiO-..........s:::: - ...... - ~L&Jtl)"IIlt'c <C(Z'-"'U') 01&.1 .............- OW.. 0:::>%>< ....La.J~~.... ~ 0.. .E 00 · ...-t ~ ~ o ~ ~ o <:.) . ~ ~ (J) rn ~.~ cD ~.~ Q ~ · 0..0 ~ ~ ~ o cv) c Q;) .~ :-;::: C ~ c.+-i C d 2-+-~ t:4.t...2 .~ ~ .~ ~ ~~ ~V)~ ........ ~ ~ 0 ~ >= >= ~ F >= to to ii.! a: 0 0 IJJ ~ 0 ...- ::c > 4l Lii Z Z LtJ ~ ~ 0 ~ ....J U <( .( en tIJ .( U 0:: LtJ ::t 0 CJ) 0 0 U cij Z o ....... (J) ....... > LIJ ex:: SHEET CIS of 26 r - \'0 ~ o oD ~ ~ o b) Q) ~ C ~ ~ ~ o t) Q) ~ ~ '"d ~ Q) .~ ~ .~ ~. ~ I I I I \ \ \ ~ " x ... ---- / " "-- 1...--- , "", \ /--/-- / , -.......-"" / ~- , " / ( / \ \ \ 1- -- -- __ ~.1-:: -- --J-------------~ I I ~---- .---:::: .... .... --........... -- -- ----......... --- -::::::... -- -- -- --:::..::-- -- -- -- ---;:..-- -- -- 85.0. I' I' , , -- -- -- -- -- -- I I , A , , 1\ /' \ // \ // \ " \ / \ / \ I \ I 'I \ , \ " " I \ " ). '- t.................. ; J / ~ "" -.. -.. ~ ~ .i' ~ - _---{--i -- I I 105 14.239 S.F. -'" '" 0) bet cD ..... ~ 103 12,798 S.F. I ---------------- ----- - -- ----- - - 106 ____ 11,253 S.F. ~ -- ---- ---- - .... - ------- -- - ...--- - - ---- ."",-f11118 ."",-"""- ."",- "0 ~ ,,- ~o- ~~ j,- .. --' -- -- -- - ~ ----- -' --- .......... .......... ......... ......... ..... -- ... ...... Sta 4+04.22 14.0' L ~ CI -- ---~---- -- , , ~ --- - -..... --~ - - ........-...... ... -- 1 1 ~! ,....... / \ \ - \' ---- -/\ I \ I \ - -1- \ --- I , ----,---~ ,J l /' , I I I !I ~ ...........-.-"" ___ -- ---I- - - --..,..-:::::::- ,,/ ::- . 1 ~"" ,,~ "" ___ --7 q~ ~"" ,... _ _ .,~ ......... r- ~"" ~ - ---- f ' I , ~--........ , / '~~ " ~ " ",,"" / 20,155 S.F. ...,-- I I' ~ , I / /1 1 O~ _ .,........., "" "" , , y/ " ,/ ......~ / / //....../ " , , '......1 i'"" , "" ........ I --- - ------ ---.... , " \ , , \ \ \ \ \ \ \ ) "" .... , ..... 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Q: ,..... ... t;;o....,..... .. ''It' _ ~L&JIO...c:: ..;(%"""'10 o L&J .. """'- <.:> I.&J :::::>:z . . ~I.&JO~ ... xu.: .... a.. ~ft-f 00 . ..... ~ ~ o ::g ~ ~ ~ .~ ~ (/) ~ .~ ~ ~.~ CJ.) ~ ~ S 0..0 ~~~ 'cd <:::> V) Co) ~ (l) Cl) O~ ~rl ~ d 2<:::>~ ~ ..~ _~ ~ d Y("J V) ~ ~ ~ oj ~ ........ 0 ~ ~ t:.i ~ >= >= ;: It: t:O ..- g w t:O 0 > tii tii Z tIJ E- ..J ~ 0 <( <( <( tIJ 0 ~ ~ ::c u cij Z o ...... ifJ. ...... > LrJ 0:: SHEET C19 of 26 ~ o ~ <>> ~ o ~ ~ ~ o U <>> ~ ~ ~ .-....:) <>> .~ ~ .~ ~ ~ ~ R1 ~ o (J - SLOPE EASEMENT VARIES 7.0' r P.U.~ ---4 I ct 60' R/W 36' Ale 0.5' SLOPE EASEMENT VARIES 2% 5.5' [FUTURE WAlK 2% . 2% 7.0' r P.U.Eo STD. SHE:=\ CROWN 2% ---4 a..- 3 ;:11 2% ..... STD. CURB & GUTTER 4" A/C: 2" CLASS "c" WEARING COURSE OVER 2" ClASS "B" LEVELING COURSE. 12" CRUSHED ROCK: 2" OF 3/4"-0 LEVELING COURSE OVER 1 0" OF 1 1 /2"-0 BASE COURSE. ...... SLOPE EASEMENT 0.5' VARIES SLOPE EASEMENT VARIES 7.0' 5.5' 7.0' [ ruruRE p.UoEol r P.U.E. WAlK 2% 2% 2% ...... ..... ... .. ...... T.I - 5.5 R = 5 CRE - 20 TYPICAL 36' STREET CROSS SECTION N.T.S. DRY WEATHER STRUCTURE DOGWOOD ST. I ct 50' R/W 28' Ale 2% 5.5' [FUTURE WAlK 2% .. 2% .... STD. SHE:=\ CROWN 2% ...... STD. CURB & GUTTER 4" A/C: 2" ClASS "c" WEARING COURSE OVER 2" CLASS "B" LEVELING COURSE. 12" CRUSHED ROCK: 2" OF 3/4"-0 LEVELING COURSE OVER 1 0" OF 1 1 /2"-0 BASE COURSE. T.I - 5.5 R - 5 CRE - 20 TYPICAL 28' STREET CROSS SECTION N.T.S. DRY WEATHER STRUCTURE PARK DR., JESSICA ST. 67TH ST. & IVY ST. SLOPE EASEMENT VARIES 7.0' p.U.Eol 0.5' SLOPE EASEMENT VARIES (2) No. 10 WIRES WITH GROUND WIRE TYPICAL EACH UGHT POLE 7.0' P.U.~ l DECORAT~ STREET UGHT ~ ~ t:j ~ ~ tx) tx) ;: 0:: 0 0 w tx) 0 CURBSIDE SIDEWALK INSTALLATION ...... ::c > tu 2% tii z Z tu r.ii a: 0 ~ 3 ---4 NTS ...J U ~ <( <( en CtJ ~1 <( u 0:: CtJ ::c 0 (Jl 0 0 u I ct lI:t ~ "l:t' AlUMINUM ROTO-LOCK GLOBE RING ASSEMBLY PHOTOEYE DOOR. ASSEMBLY c/W lWISflOCK RECEPTACLE. INSTAlL PHOTELECTRIC CELL AT THE RRST UGHT OF EACH INDMDUAL CIRCUIT 60' R/W 36' A/e 0.5' SLOPE EASEMENT VARIES 7.0' 2% p.u.Eol 2% 3 ...... ---- ~1 (3) ~" x *'1 STAINLESS STEEL Sf.T SCREWS 0 120" APARf SLOPE EASEMENT VARIES 14 CAST AlUMINUM TO ACCEPT A 31i" 0.0. TENON ~" LONG 7.0' P.U.E. 5.5' [FUTURE WALK 2% . 2% ...... STD. CURB & GUTTER 4" A/C: 2" CLASS "c" WEARING COURSE OVER 2" ClASS "B" LEVELING COURSE.. 20" CRUSHED ROCK: 2" OF 3/4"-0 LEVELING COURSE OVER 18" OF 1 1 /2" -0 BASE COURSE. GEOTEXTILE FABRIC L1NQ GTF OR EQUIVALENT 16' flUTED TAPERED COMPOSITE RBERGLASS REINFORCED SHAFT. 1.1 R CRE - - 5.5 - 5 20 Co ...... 2) No. 10 WIRES WITH GROUND WIRE TYPICAL EACH UGHT POLE TYPICAL 36' STREET CROSS SECTION N.T.S. WET WEATHER STRUCTURE DOGWOOD ST. STAINLESS STEEl HEX SOCKET LOCKING SCREWS -3 0 120 NE -PIECE RBERGlASS SUP-OVER BASE COVER lI:t N ,..., j d -Ji- ROUND HAND HOLE WITH COVER lOCATED 12" ABOVEGROUND DECORAT~ STREET LIGHT DETAIL NTS I ct 50' R/W 28' A/C }iillA. BY 18" HOG L TYPE ANCHOR BOLTS (4 PER POSTA) JUNCTION BOX ~ ~. X 10' GROUND ROD BONDED TO CONDUIT 2% -- GEOTEXTILE FABRIC LlNQ GTF OR EQUIVALENT 6" OPENING STD. CURB & GUTTER 4" A/C: 2" CLASS "c" WEARING COURSE OVER 2" CLASS "B" LEVELING COURSE. 20" CRUSHED ROCK: 2" OF 3/4"-0 LEVELING COURSE OVER 18" OF 1 1/2"-0 BASE COURSE. 1.1 - 5.5 R - 5 CRE - 20 ACCESS DOOR OPENING TYPICAL 28' STREET CROSS SECTION N.T.S. WET WEATHER STRUCTURE PARK DR., JESSICA ST. 67TH ST. & IVY ST. 8.5" DIA. BOLT CIRCLE 13.5- DIA. BOLT CIRCLE STREET LIGHT FOUNDATION DETAIL NTS bB ... $:t bD bD -.-4 ~ ~ ~..-4 -~ ~ E Q) d ctS :> -6h r-t ~d~ cE~~ ~ ~ o rn. ........ o rn. · ....-t ~ ~ o ~ o 0 E o 0),..., N............U') ~O)N ~...... 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'" \ is b7'06 , / '-....... ~ / -/- 23 .....~ --", ----- -- - -- o 0 E I o mt"')o' N..- f'-. 1.0 () I omN. 1.&.J...t- It"'). ~ I-f'-.Nlt: ::>mol.OO I U') . t"') ex,) E . a:::: ~ ...t- -0 I I-O..-~c U') _...t-...- g I ~ I.&.J e.q- 0 I <(:z lOCI) ow..-""c; , '" I.&.J ..@II o::>zxo ..-wo~_ ...t- 5: .s I ----- --- ~ ~ o 00 .......... o , ~ '" , '~ , 3 z.._ 00 · ,.-..t ~ ~ o ~ " , \ \ N ~ 8- ~ t{) I c+- I 0 I I -- N b <0 o SCALE: 1 n=80' 80' I ..... ~ 25 80' 0 - 160' ~ -~- .....~ ~..... Co 26 - ~ ..... , "-- - ~ 27 " , \ , '~ \ \ \ 66 \ \ '" "'&7 '" , - ---- ..... ~...... \ , '" '" '" '" ...~ ~ o ~ Q) ~ a '" "'~ , , -- '" FUT R~ ~NSION ...~ ~...... '" ~ '" ..... ~ '" , , , ~ ~ o .~ C/) .~ ~ .~ ~~ ~ ~ ~ ~V) (\) if) Q0 ~~ ~ tj ~D:l ~ ~ c.~ ~tj ~ ~ ~ o ~ ,,/ '" "- "-...... 62 '...... .,/ '" ~ '", - -. "'- ..... -, ,,/ "/ - - -.............. _ \ 2 6 '~ -- , 37 C'1 ~ I ,....-4 00. ~ o ~ ~ a:$ ......-4 P-t 00 ~ ......-4 r-c oj ~ o .... 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ANY ELEMENT THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED IMMEDIATELY. 10. ANY OFF SITE TRACKING ONTO EXISTING STREETS WILL BE CLEANED UP AT THE END OF EACH WORK DAY OR WHEN DIRECTED BY THE CITY. 11. CONTRACTOR SHALL CONSTRUCT AN ABOVE GROUND HOLDING POND FOR TRENCH DEWATERING. THE POND SHALL CONSIST OF A LAYER OF PLASTIC SHEETING TOPPED WITH STRAW BALES AND AN OUTLET SECTION THAT WILL CONSIST OF BIO-BAGS. THE STRUCTURE WILL BE LOCATED AT THE EDGE OF THE VEGETATION BUFFER TO ALLOW FOR FURTHER TREATMENT PRIOR TO THE WATER ENTERING THE RECEIVING DRAINAGE SYSTEM. THE SIZE OF THE STRUCTURE WILL DEPEND ON HOW MUCH WATER IS ENCOUNTERED AND THE SIZE OF THE PUMPS USED. 1. THE INTENT OF THIS EROSION CONTROL PLAN IS TO PREVENT VISIBLE OR MEASURABLE EROSION FROM BEING DEPOSITED OFF SITE. THE DEFINITION OF "VISIBLE OR MEASURABLE EROSION" IS ANY DEPOSIT OF SOILS 0.5 CUBIC FEET IN VOLUME IN AN AREA OF 100 SQUARE FEET. 2. ALL PRACTICES ASSOCIATED WITH THIS PLAN SHALL COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY, NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT PURSUANT TO ORS 468.740 AND THE FEDERAL CLEAN WATER ACT. 3. THERE SHALL BE NO SITE CONSTRUCTION UNTIL ALL ELEMENTS OF THIS EROSION CONTROL ARE IN PLACE. 4. ALL EROSION CONTROL ELEMENTS SHALL REMAIN IN PLACE UNTIL PERMANENT REVEGETATION HAS BEEN STABILIZED. 5. ALL SITE CONSTRUCTION ACTIVITIES SHALL BE RESTRICTED TO DESIGNATED CONSTRUCTION AREAS. THERE SHAlL BE NO CONSTRUCTION TRAFFIC ALLOWED ON OPEN UNDEVELOPED AREAS. ALL CONSTRUCTION TRAFFIC ASSOCIATED WITH CONSTRUCTION OF PRIVATE STREET AND SEWERS SHALL BE CONFINED TO THE STREET AREA. SAID CONSTRUCTION TRAFFIC SHALL NOT BE ALLOWED OVER LOT AREAS. 6. THE 'DISTURBANCE OF DESIGNATED CONSTRUCTION AREAS SHALL BE MINIMIZED. THESE PRACTICES SHALL INCLUDE, BUT NOT BE LIMITED TO; MINIMIZE GROUND COVER DISTURBANCES. REROUTE SURFACE DRAINAGE AROUND DISTURBED GROUND. REVEGETATE DISTURBED GROUND AS SOON AS POSSIBLE AND PROTECT ALL EROSION CONTROL ELEMENTS FROM DAMAGE. '810 ...... ~ eJ"O i520 _ - ~ ~--- -- ---;/- - -.....-. -~ en z o - (/) - > LrJ r:c: - =780- SHEET Eel of 2 '-- ~ "''l';\'''' ~ \ -- ~ / en t ' I '~i' J I~ /',.' / / " ' "'" -1 I I / / IW L / / I · ./ / / I ! I~.:/,II; TL 2860 // / ,,/ ,/ /" ,I I ' , ,,': J / / /7 Tl 4200 /' Tl 4100 ~ Tl 4000 /Tl 3900 Tl 5500 ! t;;! 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