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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/21/2003 LINE TABLE LINE LENGTH BEARING L1 191.33 N67"44$25"W L2 980.09 N37"35$25nW L3 687.21 N01'31~~3'1 L4 389.74 S89'12'51~ L5 205.05 S37"54' 47"W L6 150.00 S52'05$13'1 L7 63.51 S84'36'13"E L8 356.06 S05'23' 47"W L9 469.14 S25'55'36'l L10 400.37 S35'08$11 nE L11 244.80 S46'50'14 I L12 158.22 S2T15'35"W L13 109.0 S67"~4'25"E L14 1 06.3 ~ N14'511.fE L15 89.0./ N77"4334 W L16 64.46 Nl7"13$0t'W L17 40.31 N35'30'5_Q~$E L18 62.07 N38'19$17"W U9 32.89 N1S04'50 1 L20 103.37 N3T19$13"W L21 17.74 N70'26$32"E L22 123.33 N31'11'OO"W L23 317.59 N6S34'20"W L24 132.74 S7S30'38"W L25 132.74 N86'38'08 W L26 146.91 N7S46' 43"W L27 160.61 N45'53'Ol"W L28 202.74 N2S43'55"W L29 114.91 N19'43'54"W L30 114.58 NOr47'42"w L31 121.56 NOO'52'19"E L32 48 .02 N08'52'10"E L33 185.22 N16'25'OO"E L34 500.00 N4S01 $46"E L35 148.32 N4f18'37"E L36 256.53 N 61'37' 58"E L37 161.66 SOl'38'Ol' W L38 150.76 S58'21'59 E L39 157.71 ~~59"E L40 101.56 S '23 E L41 204.72 S42'45'50' E L42 60.00 S62'13'44 E L43 84.32 SOO'34'11liE L44 135.04 S75'24'51 liE L45 547.55 S87"09'33"E L46 72.16 S03'19'06"W L47 771.86 S36'39'08"W L48 206.00 S14'02'21"W L49 190.00 N75'57'39"W L50 269.21 S14'02'21"W L51 10.03 N80'28'53"W L52 81.78 S03"25' 33"W L53 233.45 S14 '37' 42"E L54 123.88 S36 '35' 35"E L55 151.31 SOO'29' 45"W L56 270.00 S21"21'38"W l57 96.30 N75'06'46"W l58 74.23 Sl.3"30'37"E L59 123.65 S58'35$ 44"E -1 Q FE G ST l- I- 1- (f) (DiE (f) ~ l.()co :c F ST I- W l- I..{) (f) I- (j) (f) '" 0 ~ X:~.a LOE ST <.0 co J: :c D S o ST 0 0- " T RSTON W I- 0 ST W I- 0 I- HIGH SCHOOL (f) <C " C ST UJ ~ <.0 I- ST as C/) ~ B <( 1- ST - a.. A ST A ST ~ 0 A ST a ST w (/) -' > ~ ('\J Q co <.0 0 :::> 0 J: U 0 3= (f) ASTE L() ~ U <.0 F.S. >- :=i t- oo 1- l- . () a... (f) OJ L() <.0 B UEBEL E CAM LINE TABLE LINE LENGTH BEARING L60 55.00 N3r24'16'l L61 21.21 N13'35' 44"W L62 112.98 N58'35' 44"W L63 59.50 S49'14'OO"W L64 112.80 N46'58'14"W L65 125.74 N58'35' 44"W L66 60.00 N3r24'16"E L67 21.21 N76"24'16$ E L68 154.22 S58'35' 44"E L69 4.50 S79'55'22"E L70 45.69 N01'32'17"W L71 45.10 N02'10'38"E L72 2.04 NOO'34'11 "w L73 129.30 S72057'13"W L74 292.28 N 4$_050' 08"W L75 98.84 S36'38'46"W L76 5.82 N49 50'08"W L77 16.96 S38025'08"W L78 72.02 S4901 f 48"E L79 61.74 S38'58'27"E L80 69.43 S32054'27"E L81 64.34 Sl3"20'58 E L82 51.61 S08050' 39'1 LB3 51.07 S06019'09"E L84 210.00 ~Q3018'20"W L85 12.35 S86041' 40 'E L86 91.27 N14 02'21 '$E L87 28.27 J.j39009'19"E L88 107.30 N14'02'21''E L89 82.24 S82'44'09"E L90 86.36 N08046'54"E L91 7.75 S75'57'39"E L92 97.10 N10'42'53'1 L93 10.44 S82028'09"E L94 60.56 N06029'54"W L95 224.11 N14'02'21liE L96 113.83 N20047'36"E L97 83.61 N75057'39"W L98 12.35 N86041' 40' W L99 191.44 SOS18'20"W L100 240.59 S14'47'36"W L101 169.48 S59'41'20"\I1 L102 317.59 S63'34'20"E L103 129.45 N81006'15"E L104 118.75 S81006'15"W L105 212.47 N02045'22"E SCALE: 1)$ = 200' Sf <:( o z EX. FIR HYDRA (TYPICAL) RHAUSER P NY P IVAT GAD Legal Descripti n Ph se 4 NOTES: 1. EXISTING TOP APHY WAS PROVI ED B THE CITY OF SPRINGFIELD. 2. 18-02 TAX LOT 303 3. WA TER$ WER, GAS, TEL NE A CABLE SHAL BE LOCA 0 I THE P BLlC UTI ITY ASE EN T. 4. S R ET 9 WATT, 120 VOLT LOW PRESS SO IUM LIGHT TH 000 POL P R CITY STD. 5- 2 AND SERVlC SC ECT PER CITY STD. 5-11. SEE UTILITY PLA FOR LOCA TIONS. 5. ELEC Rl TRANSFORM RS AND I HOOD MAIL BOX LOC TlON SHALL BE 0 TERM NED OURING THE 0 IGN ASES. 6. SE E - GET T PL N F R STREET TREES A D A TIO AL PLANT NGS. 7. DEVELOPMENT AREA = 75.2 ACRES. 8. OP N S A E = 5.6 ACRES. Begi ni at a o'nt h t is North 8 ( 09' 14" Wes 261.45 fee fro the ra s Cap marking the Southe st Co ne of Se tion 33, To nship 17 South, a 2 s f the iIIamette M ridian; run thence Sout 89( 09' 1 st 389. 4 feet; thence South 36( 16' 52" West 20 . 5 feet; thence Sout 3( 3' 0 )) East 150.00 feet; th ce Sout 8 ( 14' 07" East 63. 1 fee; thence Sou h 3( 45$ 5 " West 356.05 et; t ce 7( 33' 0" as 69.1 feet; thence South 34( 19' 2 " East 00.73 feet; u 9( 1 ' 19 East 2 0.0 feet; thence South 51 45' 3811 East 230.39 fee; thence Sout 1 ( 20' 08)) est 140.1 9 feet; thence South 65( 7' 39" East 107.44 fee; thence S th 6 ( 34' 37" East 77.54 fe ; thence So th 55( 0 ' 50 Eas 3.21 feet; thence So th 4( 53' 27 ast 226.68 feet; thence Sout 81( 17' 51 ast 10 .89 feet; thenc North 66( 6' 26" E st 78.78 feet; hence Nor h 42( 1t 50" East 87.87 feet; orth 22( 56' It' ast 164.58 f t; thence rth 8 46' 17" West 76.13 fe t; henc Nort 9( 53' 2 " est 196.12 eet; thence Nort 4 ( 1 t 56 West 269.85 ; thence or h 50( 5 ' 2 II est 29.10 fe ; thence North 56( 53' 36" West 184.6 feet; thence Sou h 4( 00' 36" W st 89.98 feet; t ence South 84{ 26' 44" West 7.74 feet; thenc rth 89( 49' 4 " West 101.82 et; hen e or 75( 21' 37" West 146.91 fee; t ence N h 4 ( 1 ' 4 " West 149. feet; hence rt 25( 2f 49" est 14.39 eet; e ce a n the a c 0 a 6 f ot ra ius curve to the right, t e on chord of ic bear N th 11( 2' 22)) t 3 5.30 f et; t ence ong the arc of a 65.00 foot radius curve to the right, the long chord of hich be rs orth 5( 06' 11 East 94.0 feet; t e ce r h 7( 14' 1 t' East 60.76 f et; he ce r h 14( 47' 0 II East 8 .22 feet; thence N th 41 ( 00' 6)) East 648. 7 feet; then e N rth 9( 59' 29" ast 25 .26 fe ; thence S uth O( 00' or w s 161. feet; t ence South 59( 9' 1$ st 8. 7 feet; thenc South 63( Of 17" East 101.56 feet; thence Sou 4( 23$ 4)) ast 2 4.72 feet; thence along the arc f a 140.00 foot adius curv to the left$ the long chord of which bars South 1 ( 58' 12)) W st 68.54 f ; enc South 39( 06' 09" E st 99.92 f et; thence out 77( a2' 45 East 133.74 e t; th n e S uth 88( 18' 48" East 549.39 feet; th nce South 1 ( 41' 1 t' West 72.16 feet; t ce long t e arc of a 1003.70 foot ra ius c rve to the eft, the long c or of which bears Sout 35( 01' 15" st 771. 6 f et; t ence South 12( 24' 28 est 206.0 fe t; thence Nort 77( 35' 32 est 199.1 feet; thence S th 12( 00' 59" West 260.20 feet; thence Sout 3( 4$ 00" West 76.2 feet; t nce South 16( $ 39" East 2.3 feet; then South 40( 10' 58" East 119.16 f et; thence South (16 471$ West 161.1 fe , th nce South 8( 27' 1 $' Wes 86.64 feet; the ce ort 81{ 33' 30" est 78.9 fe t; thence South 30( 13' 5)) st 5.93 feet; t ence Sou h 26( 13' 12" West 29.52 feet; thenc So th 5 ( 09' 1 $ 98. f t; thence South 6( 54' 29" W st 11 .20 fe t; ence North 77( 08' 4S' est 218. 7 feet to paint on the Norther rgin of We rhauser( s private oadway; run thence along sa'd right of way 0 he arc of a 6 2.57 foot ra ius curve t t e ft, the 10 g cord of which ears North 9( 03' 20)) est 4 . 3 eet; thence North 69( 2t 20)) est 92. 7 feet; thence 0 the rc of Q 542.57 foot i s rve to t e ri ht, t e long cord f which bears North 54( 17' 5 $' st 282.23 f et; thenc N r 3 13' 0" est 979. 3 feet; thence along the arc of a 74 .71 foo rad'us urve to the I ft$ the Ion chord of which bears North 64( 28' 8" est 636. 1 fe to a pint on the centerline of S uth 58th St eet; t ence I av'ng t e m rgin 0 said Weyerhaeser ZING AN ETRO PLA 0 SIGNA 0 OF PROPERTIES W1THN 100 FEET 0 THE SI P SDC 35. 040( 1 )( i): SOUTH S ENTIAL, V CAN LDR, UF-10 DR, F - 0 AST RE ID NTIAL, VACA T RESIDENTIAL LD , UF-10 LOR, UF-l0 WEST LDR, MDR LOR, MDR INDEX road ay and run 0 ong the cente line of said South 58th S re t Nort (00$ 2t' East 49. 9 fee ; thence leaving sai c nte line and run a ong the rc of 96.19 foot radius cur to the ight, e ong cho of hich bars South 59( l' 221$ East 55 .13 feet; the ce North O( 0 ' at' East 623.78 feet to the Plac of Be 'nning, i La Cou ty, Orego . Said parcel con ins 77.26 acres, 0 e or less. SHE T 1 S EET 2 SHEET 3 SHE 4 SHEET 5 C VER SHEET SIT SESSMENT PLAN TENTATIVE SU DIVISION PLAN UTI ITY P AN PREL MI ARY GRA ING ND RAIN AGE PLA M o f ~ <( CI:: a ..,... o J WC'\l ~..,... a o W ~ (,) W :c (,) a.: D- oe( z ~ ~ a. ex) ::J (!) ~ 0 Z 0::: ii: ex) 1-<0 W w~ ::> w ~e z I- (f)eX) - WO (!) ~...... Z (f)e>> ~ ~ W 0 0 ..J ('t) .. ~ - 8z W > NW w - (!) a:: ::c u ::> D.. W (/) ... 5 D.. PlANS PREPARED BY --- WATER TABLE SOIL TYPES 32 COBURG URBAN LAND COMPLEX 0% TO 3% SLOPES 34 COURTNEY GRAVELLY SILTY CLAY LOAM 0% TO 3% SLOPES 41C DIXONVILLE 3% TO 12% SLOPES 41 E DIXONVILLE 12% TO 31 % SLOPES 41 F DIXONVILLE 30% TO 50% SLOPES 43C DIXONVlLLE PHILOMA TH HAZELAIR COMPLEX 3% TO 12% SLOPES 52B HAZELAIR 2% TO 7% SLOPES B9C NEKIA 2% TO 12% SLOPES 89D NEKIA 12% TO 20% SLOPES 89F NEKIA 30% TO 50% SLOPES 105A PENGRA SILT LOAM 1% TO 4% SLOPES 108F PHILOMA TH 12% TO 45% SLOPES 113E RITNER 3% TO 30% SLOPES 138E WITZEL 3% TO 30% SLOPES UPPER LIMIT 1 5 o 1 5 LOWER LIMIT > 6 > 6 ---.. ~ ~~ /~ ~ "- ~- ..-/ x 21 n >3 10 20 1 0 25 00 - 25 17 25 LEGEND -8~O- EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR I ~ ~ ~ I EXISTING WETLANDS EX 12 S 0 = = = = = = = = - = = EXISTING STORM DRAIN AND SIZE EX 8 W - EXISTING WATER AND SIZE EX 8 S S - - - - - - EXISTING SANITARY SEWER AND SIZE ~ EXISTING FIRE HYDRANT FLOODPLAIN INFORMATION ZONE X PER FEMA MAP 41039C1162F DATED JUNE 2 1999 1 2 3 4 \ \ --------- ~ '"" \ jf ) / ) I / / ) / / / / -----..,/ / / ./ \ \ / \ \ \ ( J ~ /--- / /-- -- - ,.., ,,/ / / --- ,,/ // ,,// /" / /,,/ ~ /' '" "- ...... ~ ~ I --------~ -~ ---- --- ------. ( J I I / II I I I ! I f I / / j I / ! / I / J ! / J ( I I I J J I -- ---- / // _/ '" "- '" ~ J I I \ \ \ \ \ I I \ I I 5 o --.-J W co W W UJ \ \ \ \ _______E1 8 WW SCALE 1 = 60 - THE FAVREAU GROUP CIVIL ENGINEERING SITE AS~;ESSMENT PLAN MOUNTAIN(jATE SUBDIVISION PHASE 4 DATE BY DESCRIPTION REVISIONS APP CITY OF SPRINGFIELD PUBLIC WORKS DEP ~RTMENT 2063 MUSKET STREET EUGENE OR 97408 (541)683-7048 12_01 03 --\] ~~~ ~ 2 2003 2063 MUSKET STREET EUGENE, OR 97408 (541) 683-7048 I 547.55' I I I / I I I I I I I I I I I I I I / I / I I I I I / I I I I , I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I , , I , I I , I , I I I I I / I I I I I I I I I I I I I I I I I I I I I / / / / / / / I / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / -53.51 ' <0 (,0 (,0 48 1~M2 Sf. 120.00' (0 o li'Il (x~ I ), I '" <..N :-.J a q <'-i ~ 49 1Q,m SF. 120.02' 50 1~ SF. '" a N OJ~ 116 346.651 S.F. NORTr-j CLUSTER DETAIL SCALE: 1 " = 120' 114 21,130 SF. r-... ~ d N 47 20,657 S.F. I I I I I I I I I I I I I 1 1 1 1 I I I I 1 IN IGJ l"-.J I . ,0 1m I .... I I 1 I I I I 1 I I I I IN 10 I" 'N 1m I '" I I I t~ 5- 1<0 ~ 10) eJ- Ie '15 r'\ 1-- ~ I II II--- !-J ~ 1 J 1 I I J J I I / I , I I L. 'a 10) 1 C::; l~ , I I I I I /~ I lkJ /25 l~ I~ /~ l~ I I I I / I I / I / I I I I I C : :;jl ....... I I / I I I J I I / I / I / / I / I / I I / I / I / I / , / I / I , I I I I I / I / I I I / t-.../c a:,/c .1 C' ~/t-... ~/t.{') 111 11 -J/Q: '" ex> Co u:. I I I -~ I I I I I 1 389.74' 125 46,856 SJ. !:::? ~ ex> u:. 48 12,042 SoF. 120.02' I I I I 1<.0 la 10 10 I I 1 I ~ ....J <C ~i . I ~l I 1 , 1 I 120.00' N 78 14.629 S.F. I 15 I I 14.000 S.F. l to IC? ,e IS:: I I I I I I I I I I to 10 la I~ I 1 I 1 1 1 I 1 I 1 L '8 la 10 1-- I I 1 1 I 1 1 18 ~. ! 13.720 SJ. ~ h t::. 18 t~ lex; ~/O) [Q/ ~! , ~G ~I 19 t=8 /0 ~/a 12.610 S.F. ~ I~ .~ ["I l() /I I II -'Ie::: I ~ 0 --/0 <XJ I . . /l.() <XJ IN . ..- l.() II I II ~~ II I II CJ1,-.....J '" --" CJ11. . 1CJ1 ala o v (,0 '" o ..J:>.~ 49 10,923 S.F. 230.74' b o d o N 126 44,769 S.F. (,0 l.() c-.i "" 'h o c:> l.() , , ", , , " , " " " , , . , " " "'- " , " , , , " / , / '-..I 60' I 36' .;.. (}1 Ct> <C? 50 12.37f:. SoP. 124 29,775 S.F. 215.23' c,., (,0 ,....: ........ ........ o I-- ~ I.r) t-.... b o d l.!) 127 30,875 S.F. Q , 'h , ~ ex; ~.OO -- cy II c? 164.16' ---1 <( I-- W o 128 20,760 SoF. (,00 ........0 00 ..--.<XJ ..--v II II 'II --10::::: {~ \0_ I \ I \ \ \ I \ I \ ::0 r- ::0 11 ~~ I \\ ()"I <..t-l \~ 6 ~J1 \IO~ o.~ o v I 140, 28' 123 28,832 S.F. b o c:> l.() CJ:::: W I-- (/) ==:) ---1 U 200.36' b C) d (,0 192.31 $ N en ~ "" r.... t") cxj <XJ w l.!) I I-- CJ:::: o Z 122 49,800 S.F. 139.69' I I / / I f<x:> If'... ;0> I~ _ I l'0<p I I , J I r I I I ~. <.c I""') l{') 252.23' ~ c.ci l.() 121 48,587 S.Fo 5'5' 14' 40$ ct 14' / I I , to I \ \ \ PROPOSED STREET TREE OR STREET LIGHT IN P.U.E. R/W , O. , 10 P.U.E. 2% 2% 2% 'C - CURB & GUTTER ~r" PAVEMENT SECTION = 411 A.C. OVER 1t C.R. !)' CONCRETE SIDEWALK CURBSIDE AS SHOWN ON PLANS 5$ CONCRETE SIDEWALK CURBSIDE AS SHOWN ON PLANS TYPICAL SECT/ON 40J RIGHT-C)F- WA Y NO SCALE 5.5, 14, 50' <t 14, 2% 10, P.U.E. 10, P.U.E. PROPOSED STREET TREE OR STREET LIGHT 2% 5$ CONCRETE SIDEWALK CURBSIDE AS SHOWN ON PLANS CURB & GUTTER PAVEMENT SECTION = 41$ A.C. OVER 12>> C.R. - 5$ CONCRETE SIDEWALK CURBSIDE AS SHOWN ON PLANS TYPICAL SECTION 50) RIGHT_OF_WAY NO SCALE --" 104 16,661 S.F. ~ LO PROPOSED STREET TREE OR STREET LIGHT 2% R/W 5,5' 6,5' 10' 2% P,U.E. R/W 101 6'5' P.U.E. 18$ 2% 60' ct 18' 5) CONCRETE SIDEWALK CURBSIDE AS SHOWN ON PLANS CURB & GUTTER PAVEMENT SECTION = 4>> A.C. OVER 1211 C.R. 5$ CONCRETE. SIDEWALK CURBSIDE AS SHOWN ON PLANS TYPICAL SECTION 60) RIGHT-()F-WA Y NO SCALE N )TES: 1. BUILDING SITE LOCATIONS ARE NOT APPLICABLE TO THIS APPLICATION DUE TO THE PROPOSED GRADING, 2 PURSUANT TO SDC SECTION 35.010(3)(b)Jil THE PROPOSED LOTS c-OMPL.Y JlnUTHE SOLAR ACCESS STANDARDS, 3 SEE PUBLIC UTILITY PLAN FOR UTILITY LOCATIONS, 4 SEE RE - VEGETA TION PLAN FOR STREET TREE LOCA TIONS$ TYPE AND A )DITIONAL PLANTlNGS. 5 NO CURB CUTS OTHER THAN FLAG LOT ACCESS POINTS ARE PROPOSED AT TI11S TIME. 6 NO TRANSIT FACILITIES ARE PROPOSED AT THIS TIME. DATE BY DESCRIPTION REVISIONS APP. CITY OF SPRIf\:GFIELD PUBUC WORKS DEPARTMENT , \ \ " " "- " " ~ PLANS PREPARED BY: THE FAVREAU GROUP CIVIL ENGINEERING TENTATIVE SUBDIVISION PLAN MOUNT AIN()A TESUBDIVISION F:JHASE 4 12_01_03 s C) --.J W m w w (J) PLANS PREPARED BY: i I I I I I 1 1 I 1 I I 1 I 1 I I I I I I I I I I I ) I I I I ) I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I 1 I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I I I I I I I I I I I I I I I I I I I I I I I I I I / I I I I I I I jl , 1/ , I '..; -------------------------------------------------7 I I I I I I / I / I I / I I / / / / I I I I I / I I r<. , , " ", " , , , , , , , , , , , , , , 127 30,875 S.t. ~9 4- S.F. o x>: 121$ S,D, 8)) S. S. 1_'11- ~ -fO- -p- ~ =\~$~~D= ~u2S=- 81$ W ----- ... 125 46,856 S.F. 126 44,769 S.F. roo I- r- 128 20,760 S.F. I I ~ \ \ \ ~.. '! ~ ~ I \ I \ T 130 23.642 S.F. I I .WI t t\ 1 4v :2Jlq coYl "'N J- ! ~ ~ t::" I ~ ~ ) EX, 81$ W. W. ----------------~ I 124 29,77!5 S.F. 123 28.832 S.F. 'r' 122 49.800 S.F. 121 48.587 S.F. J I <t;- .0>-<- * STORM DRAIN TO CONNECT TO PROPOSED STORM DRAIN IN THE JASPER ROAD EXTENSION, LEGEND PROPOSED CATCH BASIN APPROXIMA TE LOCATION OF PROPOSED STREET LIGHT STREET LIGHT JUNCTION BOXES WILL BE LOCATED NEAR THE STREET LIGHTS WITHIN THE P.U.E. PROPOSED STORM DRAIN & SIZE PROPOSED SANITARY SEWER & SIZE PROPOSED WATER & SIZE PROPOSED FIRE HYDRANT EXISTING FIBER OPTIC LINE EXISTING OVERHEAD POWER LINE EXISTING FIRE HYDRANT EXISTING STORM DRAIN & SIZE EXISTING SANITARY SEWER & SIZE EXISTING WATER & SIZE FLOW DIRECTION THE FAVREAU GROUP CIVIL ENGINEERING 2063 MUSKET STReET EUGENE, OR 97408 (541)683-7048 DATE BY 12_01_03 - - - - 120 49,557 S.F. 119 44.571 S.F. M NOTES: 1. POWER, GAS AND TV SHALL BE SHOWN ON THE SUB CONSTRUCTION ORA WINGS 2. MAIL BOX LOCATIONS SHALL BE DETERMINED BY THE POST OFFICE DURING THE CONSTRUCTION DESIGN PROCESS, DESCRIPTION REVISIONS / ,- r-- \.. 0>. ~, Ii' 1} '",~ ~o," " . '~ '< I 16 14.000 S.F. ----- 18 13.720 S.F. 78 14,629 S.F. \ 82 14.274 S.F. 118 42.857 S.F. 12 16.000 S.F. 13 16,045 S.F. 76 12,248 S.F. .\ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ 75 11.000 S.F. 11 16.000 S.F. I I I I I I I I I I I / I , , , , , " , " 8" , ~s. 10 16,000 ~ .F. .- 9 16.000 S.F. I I I / I I I I I I I I I I I ~/ )' 1/ % / )' 1/ /~ /~' k/ >( / / I / // / I / /(/1 28 22.500 S.F. 74 15.857 S.F. '~, ----.: , '......, ", " '..... .....-- , , , , , , " , " " " " , , , , " ......, " , '...... " ", " " "-.......{JIJ -.Jt..'. '..... -..... '..... ....., " '~ ~o!o , ~, ~ CONCEPTUAL UTILITY PLAN MOUNTAIN(;;ATE SUBDIVISION PHASE 4 ~ .1 I SHT. 4 OF 5 J ~ APP. CITY OF SPRINGFIELD PUBUC WORKS DEP~RTMENT ) '_ ~V -/ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \. \. , , , , \. , '\ , \. \. \. , '0><> \\~ , , \. \. \. , , , \. \. \. , , r~ ::::;-r III ! II IliA II C1 ~ / .1 . I ! fr- I I I I I I I 1 I I ; I i ;It; I I I I I I I \ \ \ \ \ \ \ \ OJ" \ ::E\ \ \ \ \ \ \ I I I I I 0' 1 I I I I I I I J I I J I I J I I I I \. I 1 \. I I \., f. ~ .1 '-Z r;}/' /j r- \. \ , \. , , , , , " , , , .xL<... , .-.-.-. ...~ 83 18,147 S.F. 117 57,488 S.F. 84 15.227 S.F. ~~, :'-....... .. :'-....... , ::--....... , .............., ~, ............. '..............,. ............., -. ~\:.~OPt~ J:~ ~.G \ Nfl:: <to r. ij rt #18240 ~ ~.~ ~.,. O~C EGO\ \l<l':> {v$. (yO . 3 i I ~~ I\I~ r t>-= EXPIRES DEC, 31r.ZO03 ..... ....., .......... '..... ............... ..... / I / / / / / / 31 10,122 S.F. 72 30,808 S.F. 73 20.747 S.F. 85 13,003 S.F. ~............ , " , '...... ...... , ", '...... ...... ......, , OPEN SPACE ......,~ . " 18,968 S.F. ~ , " , \ \ \ \ 7 29,687 S.F. 8 24,843 S.F. 6 13,600 S.F. If ------ --------.--......... -, " ........ " , '...... , ......, , 5 12,167 S.F. / ././ /' /' /' / / / / / I / - ----- -a.. 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