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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/17/2014VICINITY MAP SCALE: NTS `1 t I PHASE 11 AREA: 7.46 AC — 58 54 53 52 51 5t} 48 48 47 45 94 j 57 58 j 34 35 38 37 38 O�9 J 18 S 15 59.�Q MT. VERNON sg 31 n SO�G`�ti� 25 17 14 CEMETERY ROAD .� 32 o 26 4 3 ' 63 51 � 24 4 , r G�^f �23� 2221 20 �19 t2' 11 °109' 8�716 y2 ui -- _ _ ...... -- ~- Gomm 225.00' WIDE BPA EASEMENT AREA: 18.19 AC S.55 PLACE co 0 Of O I SITE MAP SCALE: .NTS SHEETINDEX C0.0 COVER SHEET C1.0 EXISTING CONDITIONS NORTH C1.1 EXISTING CONDITIONS SOUTH C2.0 LAND DIVISION TENTATIVE PLAN NORTH C2.1 LAND DIVISION TENTATIVE PLAN SOUTH C3.0 GRADING / COMPOSITE UTILITY PLAN NORTH C3.1 GRADING / COMPOSITE UTILITY PLAN SOUTH L1.0 LANDSCAPE PLANTING PLAN L1.1 LANDSCAPE PLANTING PLAN SITE INFORMATION LOCATED IN SECTION 4, TOWNSHIP 18 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, ` CITY OF SPRINGFIELD, LANE COUNTY, OREGON e � BASIS OF BEARING. 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STORM DRAINAGE TABLE 0 STORM DRAIN MANHOLE RIM = 563.22' 10" PVC (N&S) = 588.92' 12"PVC A = 558.92' 12"PVC (E) = 588.621 SCALE.- 1" --60' III! illmd� I " I I I I I 1 60 30 0 60 -0- TO SPRINGFILED V_ El �; LEGEND � . to4 W , �mmmmm000umomlimimmooimiimmolo omimmmoo immoismit limmommomimiloiiiiiiiiiiiiimo - EXISTING BOUNDARY LINE . = _W 0 d - - - - - EXISTING INTERIOR BOUNDARY LINE I I = UL a �w - - EXISTING CENTERLINE 4) = I - - - - - EXISTING RIGHT-OF-WAY LINE - 14-0 0 CD . - - - DLC LINE . 0) . a •0 CL T- - `r cf) - - EASEMENT LINE I . x . FENCE LINE � . ED 0 CL cc = 0) o 8 W 10 � SD - - STORM DRAINAGE LINE ca of u- SS . ss SANITARY SEWER LINE a W . W - UNDERGROUND WATER LINE r �__ < LO CTV - UNDERGROUND CABLE TV LINE W -0 a 0 cm cm to cy) W v- - G - UNDERGROUND NATURAL GAS LINE I t p 1, OHW - OVERHEAD WIRE 1 j �_ W vI -,. c'' �2 1 8 8 a) ,_ 7 BUILDING FACE - - ,_ _j I - EXISTING ASPHALT SURFACE as - - EXISTING CONCRETE SURFACE . I - EXISTING GRAVEL SURFACE ®. - SANITARY SEWER MANHOLE I I . (D - STORM DRAIN MANHOLE ® - CURB INLET Is - DITCH INLET -6- - FIRE HYDRANT I I ® - WATER VALVE I -m ® - WATER METER BOX - 1 C3- - GROUND LIGHT I __0_ - UTILITY POLE I E- - GUY WIRE I I __y_ - TELEPHONE WARNING SIGN I I [D - CABLE TELEVISION RISER . . , I . NOTES I . I I 1. THERE ARE NO ONSITE WATERCOURSES PER WATER � ' I I I MAP. LIMITED WATERCOURSE MA. 1 I 111 m a 1 1 . 2. THIS SITE DOES NOT LIE WITHIN THE 100-YEAR r ^ I FLOODPLAIN OR FLOODWAY BOUNDARIES. I . ' 3. THIS SITE LIES OUTSIDE OF THE TIME OF TRAVEL ZONES AS SPECIFIED IN SDC 3.3-200 AND DELINEATED ON THE I WELLHEAD PROTECTION AREA MAP. I . . I 1011111111h, ff---% 4. THE SOIL TYPE FOR THE PROPOSED BUILDING AREA IS 1 121 B-SALKUM SILTY CLAY LOAM, WITH A DEPTH OF . . . MORE THAN 80 INCHES TO THE WATER TABLE. , I . SANITARY SEWER TABLE . CD SANITARY SEWER MANHOLE RIM = 562.73' . ' . 8" PVC (No So & W) = 554.08' 8"PVC (E) = 553.98' . STORM DRAINAGE TABLE 0 STORM DRAIN MANHOLE RIM = 563.22' 10" PVC (N&S) = 588.92' 12"PVC A = 558.92' 12"PVC (E) = 588.621 SCALE.- 1" --60' III! illmd� I " I I I I I 1 60 30 0 60 -0- TO SPRINGFILED I 126 - - . � INS . - RAIL ROAD TRACKS BOOM KELLY RD. I � I � I I I JASPER RD. . �� * MT. VERNON CEMETERY MT VERNON ­RD. _-j PROJECT ED 0 ca LOCATION c: � 222 W -0 - . I I . � ?jE-SUBM1T1tAL_, I I /11'%IA 11TV A A A 0 -I.L- tAw 1, 7 7-014 vj%.1*11v1 I I Mr-11 i 4% - " SCALE: NTS ......) • • • PROJECT NO.: 2130484000 DATE: 01/1712014 DESIGNED BY: JLB DRAWN BY: KRB, CtiECKED BY: MCL IM M M03HO SIDI M NMV8a air ',kg (13NEASM VLOZIL6IL0 •31V0 000"WELZ :*ON 103rOHd SIN :-MVOS MY ADN101A z cck i7i NO11V0O1 --------- --------------- on 10NOW 3m00o9Z,8N '08 NON83A IW 'mom LSIL6 o6w ,m '08 MHO AUMV433 NONH3A IW OEM "'o ------- MH6 MHO MHO VMJ -X3 X MHO " MHO -fAI40 .90*69 Z ui-------------- 2 <N3MO1 > 1010 IS NIVNm ----------- 9U - -- - 000, Z' -- ------------ ------ a311JONRIdS 01 uj - " - - - - - - - - - - - N, .0 CO o X co CD 9, ---------- ---------- AAHQ 09 0 oc 09 Ho ZLE o0voZon #11 ,09 -u� :�7d�S , �1_ � � . c_� _ .: .-=�c - _ _ _ _ � � --- _ ,___ -- "nn--_ - _ _ - _ '' MHO / ' t , n ' ri NO ' � - / - �- _, ' _ - _ _ _ - _- - - _ - - _ - _- _-- M H' O- - _ , , - _ _ -_ OL9 Ho <H3M01 \ --- - ----- ---- ddb M:, � ' X r ' -MHO loe X tZ*86V (M) DAd,LZ MHO- z ICS'90 (38) OAd LZ 100 -------- H ,go,00g (3) anis oAd,,o Z X, X A- W*Q* 0 31OHNVVq IAMM AWIINVS ---3u-00,9ZoCN CD >1 -Will - --- ---------- X --------- -------- 1010, 31OVI 83M AH INVS x ---------- AS, *318VI H31VM 3H101 S3HONI 09 NVH1 3NOV4 > JO H1d30 V H11M'WO1 AV13 WIS V4n)11VS-E1LZL m x X z O�oz 'M V3bV NO110310Nd aV3HI13M -0- G) S3NOZ 13AV141 JO 3411 3HI dO 301s1n0 S311 311S SIHI T m Z NV3A-00L 3HI NIHIIM 311 ION S300 RIS SIHI T 0 %a '7r 00 L 0 X, 0 0 z m G) U) 0 (D M 0 z MHO CD z C) A13 3N11 U3.Lvm aNnONDUMNn U) Zo o > I (Do ;u x 3N11 IN3V43SV3 U) 0 rn (D mn 0 C --4 X FD •co 4 N SIN :-MVOS MY ADN101A z cck i7i NO11V0O1 --------- --------------- on 10NOW 3m00o9Z,8N '08 NON83A IW 'mom LSIL6 o6w ,m '08 MHO AUMV433 NONH3A IW OEM "'o ------- MH6 MHO MHO VMJ -X3 X MHO " MHO -fAI40 .90*69 Z ui-------------- 2 <N3MO1 > 1010 IS NIVNm ----------- 9U - -- - 000, Z' -- ------------ ------ a311JONRIdS 01 uj - " - - - - - - - - - - - N, .0 CO o X co CD 9, ---------- ---------- AAHQ 09 0 oc 09 Ho ZLE o0voZon #11 ,09 -u� :�7d�S , �1_ � � . c_� _ .: .-=�c - _ _ _ _ � � --- _ ,___ -- "nn--_ - _ _ - _ '' MHO / ' t , n ' ri NO ' � - / - �- _, ' _ - _ _ _ - _- - - _ - - _ - _- _-- M H' O- - _ , , - _ _ -_ OL9 Ho <H3M01 \ --- - ----- ---- ddb M:, � ' X r ' -MHO loe X tZ*86V (M) DAd,LZ MHO- z ICS'90 (38) OAd LZ 100 -------- H ,go,00g (3) anis oAd,,o Z X, X A- W*Q* 0 31OHNVVq IAMM AWIINVS ---3u-00,9ZoCN CD >1 -Will - --- ---------- X --------- -------- 1010, 31OVI 83M AH INVS x ---------- AS, *318VI H31VM 3H101 S3HONI 09 NVH1 3NOV4 ID JO H1d30 V H11M'WO1 AV13 WIS V4n)11VS-E1LZL r7 CA 0 'M V3bV NO110310Nd aV3HI13M -0- EL S3NOZ 13AV141 JO 3411 3HI dO 301s1n0 S311 311S SIHI T 0 M NV3A-00L 3HI NIHIIM 311 ION S300 RIS SIHI T Ef(Az , L o ->j 31OHNWY U3M3S AHVIINVS - m 3ovjNns'313N3NO3, EMISIX3 - a -n P ED, 33WON101ins 3UIM aV3H83AO MHO CD !D C) A13 3N11 U3.Lvm aNnONDUMNn m Zo o 3N11 3E)VNIV8(1 RNOIS as (Do ;u x 3N11 IN3V43SV3 rn (D mn 0 C X FD •co 4 N SIN :-MVOS MY ADN101A z cck i7i NO11V0O1 --------- --------------- on 10NOW 3m00o9Z,8N '08 NON83A IW 'mom LSIL6 o6w ,m '08 MHO AUMV433 NONH3A IW OEM "'o ------- MH6 MHO MHO VMJ -X3 X MHO " MHO -fAI40 .90*69 Z ui-------------- 2 <N3MO1 > 1010 IS NIVNm ----------- 9U - -- - 000, Z' -- ------------ ------ a311JONRIdS 01 uj - " - - - - - - - - - - - N, .0 CO o X co CD 9, ---------- ---------- AAHQ 09 0 oc 09 Ho ZLE o0voZon #11 ,09 -u� :�7d�S , �1_ � � . c_� _ .: .-=�c - _ _ _ _ � � --- _ ,___ -- "nn--_ - _ _ - _ '' MHO / ' t , n ' ri NO ' � - / - �- _, ' _ - _ _ _ - _- - - _ - - _ - _- _-- M H' O- - _ , , - _ _ -_ OL9 Ho <H3M01 \ --- - ----- ---- ddb M:, � ' X r ' -MHO loe X tZ*86V (M) DAd,LZ MHO- z ICS'90 (38) OAd LZ 100 -------- H ,go,00g (3) anis oAd,,o Z X, X A- W*Q* 0 31OHNVVq IAMM AWIINVS ---3u-00,9ZoCN CD >1 -Will - --- ---------- X --------- -------- 1010, 31OVI 83M AH INVS x ---------- AS, *318VI H31VM 3H101 S3HONI 09 NVH1 3NOV4 ID JO H1d30 V H11M'WO1 AV13 WIS V4n)11VS-E1LZL 81 V3bV MiaiineGSOdOldd 3HI 1104 3dA1 11OS 3HI *V 'M V3bV NO110310Nd aV3HI13M -0- 3HI NO 031M3N1130 OW 00Z-ST O(IS NI 031JIMS SV S3NOZ 13AV141 JO 3411 3HI dO 301s1n0 S311 311S SIHI T 'S31NVaNn09,kvm0001jHO NIVIdClOOIA NV3A-00L 3HI NIHIIM 311 ION S300 RIS SIHI T 'dffl 3sijnO3H31VM MIMI A11Wn0' 1131VM N3d S3sbnO3N31VM 311SNO ON. 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C) L OL6*CCZ IMTEZ Z6*ZZ9 MUL 31 h, CD XV LZ9 MOZ L 31 0 1 c 0 AN. 3.N11 AHVIINVS 318ISSOd'AINO IN[Vd 31.V001 9 37OV1.39VNIVYG MOIS I -JnK1Wp% MMU I , ' o iN 009 L oovozoo L #11 - - -- -- ----------------------- 1 0082 oovozoK #11 '-Y "N Ij co Co. aeEusuaNrMHt RECD 1 7 2014 3 9 -------- 0177 OAQ Aft. k ­771 I.-T. -7-1 7 600 947.50':.' A 1 W06'41 "W I SO*01'53"E m 50 .�I \\ 0 1 .00 oe SO 48 1000, 0 0) 04 w EXISTING HOME TO REMAIN 18 15 60.00 50.00 R.O.W. PROPOSED 10.00' WIDE ELECTRIC '400.00-1-- R.0 W. AND TELEPHONE EASEMENT 329.67 1 1 a b 80.00' S0001'53"E 80.067 --7A 7 1 36.00' PAVEMENT 14 LLJ Lu -1-00�;00!- -t00-;--74!- W r t LU uj cn oI 4 N I m l 16 13 l i ;I, STREETLIGHT, TYP. FIRE HYD. PP.) (SEE NOTE 3) PHASE I' AREA: 18.19 AC C0 T Lu 50.001 60-00 uj R.O.W. R.O.W. 36.00'PAVEMENT.- IVY STREET I i 1 '72 LL IT,--11250001 1 20.00' A C C E S S o' J FF R.O. F 12 9 T7 4 10 cxtq K" I Ii 71 62-36' 60.111 60.11, OHW TRACT D OHW OHW TRACT C 12.00' ASPHALT PATHWAY EXISTING ASPHALT TO REMAIN 0 0 T OHW OHW mom 410M N3025#00flE OHW mom om� 680 N302600"E 291-29 oxx k -N0 022'47"E-. MAW 490.51 p c� 00 Lo wjo 00 rr EXISTING 10.00` WIDE ELECTRIC AND TELEPHONE EASEMENT 3 s tk 0 0 EXISTING HOME TO REMAIN 0 110- 5.00' SIDEWALK (TYP.) 7 ' 01 8 R250.0W. v- vr T Co. i 60.1 .11 34 PROPOSED 10.00' WIDE ELECTRIC AND TELEPHONE EASEMENT OHW -------------- 0 OHW <BPA TOWER> EXISTING 10.00' WIDE ELECTRIC AND TELEPHONE EASEMENT m 0 2 ......... Al 0 OHW OHW lit 225.00' WIDE BPA EASEMENT OHW OHW S89025'40'W "oft now afta 302510011E 18.841 arm mm n* 60.00 I 261-84 a 'Dc N0054'20"W 120.00 % Ss SS S. 55TH PLACE Lu 00) 1v LEGEND NOTES 1. DRIVEWAY LOCATIONS TO BE DETERMINED BY HOMEBUILDER, DURING CONSTRUCTION. 2. NO TRANSIT FACILITIES PROPOSED. 3. STREETLIGHTS TO BE 100W HIGH PRESSURE SODIUM LAMPS, MOUNTED 30FT HIGH. 4. PHASE 11 WILL BEGIN AFTER ANNEXATION INTO THE CITY OF SPRINGFIELD. LOT AREAS EXISTING BOUNDARY LINE --- - - EXISTING INTERIOR BOUNDARY LINE DEPTH = EXISTING CENTERLINE 8354.36 76.56 EXISTING RIGHT-OF-WAY LINE EXISTING CONCRETE SURFACE EXISTING DLC LINE PROPOSED CONCRETE SURFACE EXISTING EASEMENT LINE x EXISTING FENCE LINE EXISTING GRAVEL SURFACE - EXISTING STORM DRAINAGE LINE SD 9064.95 - EXISTING SANITARY SEWER LINE ss w - EXISTING UNDERGROUND WATER LINE EXISTING STORM DRAIN MANHOLE - EXISTING UNDERGROUND CABLE TV LINE CTV G - EXISTING UNDERGROUND NATURAL GAS LINE OHW - EXISTING OVERHEAD WIRE 7006.57 - EXISTING BUILDING FACE ® - EXISTING WATER METER BOX - PROPOSED CENTER LINE EXISTING GROUND LIGHT - PROPOSED RIGHT-OF-WAY EXISTING UTILITY POLE - PROPOSED PROPERTY LINE EXISTING GUY WIRE - PROPOSED EASEMENT LINE EXISTING TELEPHONE WARNING SIGN - PROPOSED CURB LINE EXISTING CABLE TELEVISION RISER 110.36 PROPOSED DETENTION FACILITY NOTES 1. DRIVEWAY LOCATIONS TO BE DETERMINED BY HOMEBUILDER, DURING CONSTRUCTION. 2. NO TRANSIT FACILITIES PROPOSED. 3. STREETLIGHTS TO BE 100W HIGH PRESSURE SODIUM LAMPS, MOUNTED 30FT HIGH. 4. PHASE 11 WILL BEGIN AFTER ANNEXATION INTO THE CITY OF SPRINGFIELD. LOT AREAS EXISTING ASPHALT SURFACE AREA PROPOSED ASPHALT SURFACE DEPTH 1 8354.36 76.56 • a4 EXISTING CONCRETE SURFACE 7131.04 PROPOSED CONCRETE SURFACE 99.55 3 14119.20 EXISTING GRAVEL SURFACE 128.40 PROPOSED GRAVEL SURFACE 9064.95 80 115.27 EXISTING SANITARY SEWER MANHOLE 8786.27 EXISTING STORM DRAIN MANHOLE 110.00 EXISTING CURB INLET 6586.60 EXISTING DITCH INLET -6- - EXISTING FIRE HYDRANT 7006.57 - EXISTING WATER VALVE ® - EXISTING WATER METER BOX ca EXISTING GROUND LIGHT 113.81 EXISTING UTILITY POLE E- EXISTING GUY WIRE 113.98 EXISTING TELEPHONE WARNING SIGN EO EXISTING CABLE TELEVISION RISER 110.36 PROPOSED FIRE HYDRANT 6406.36 PROPOSED STREETLIGHT GP 0 GATE POST NOTES 1. DRIVEWAY LOCATIONS TO BE DETERMINED BY HOMEBUILDER, DURING CONSTRUCTION. 2. NO TRANSIT FACILITIES PROPOSED. 3. STREETLIGHTS TO BE 100W HIGH PRESSURE SODIUM LAMPS, MOUNTED 30FT HIGH. 4. PHASE 11 WILL BEGIN AFTER ANNEXATION INTO THE CITY OF SPRINGFIELD. LOT AREAS LOT AREA WIDTH DEPTH 1 8354.36 76.56 131.67 2 7131.04 76.56 99.55 3 14119.20 92.73 128.40 4 9064.95 80 115.27 5 8786.27 80 110.00 6 6586.60 60 108.18 7 7006.57 60 115.85 8 6828.59 60 113.81 9 6839.70 60 113.98 10 6623.03 60 110.36 11 6406.36 60 106.27 12 6405.04 62.13 102.59 13 7426.01 73.80 100.80 14 6239.31 62 100.64 15 7413.68 74.05 100.47 16 7378.56 73.80 100 17 6200.02 62 100 18 7416.00 74.05 100 TRACT 6460A3 103.47 100.28 TRACT B 252261.00 424.67 376.69 TA A ^lr nf% A f►f%^ A7 ^I%r SCALE.• 1' --60' 80 30 0 80 PROJECT NO.: 2130484000 DATE: 01117/2014 DESIGNED BY: JLB DRAWN BY: KRB CHECKED BY MCL c*4 04 r- 0 LL CL 4) c� l ow& 0 CL z cl) c/) LL 0 ui Z C/) 0 ucl"ll uj V) al W <0 F - 0 Lo LLj CL M j PROJECT NO.: 2130484000 DATE: 01117/2014 DESIGNED BY: JLB DRAWN BY: KRB CHECKED BY MCL CL z 0 Z C/) z 0 uj (D Lu <0 2 w 0 0 LLj r r% :r M j > Z uj W C) U. (D >- w rREGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 12, 2005 ERIC D. LYNCH 56544 RENEWS 12/31/14 PROJECT NO.: 2130484000 DATE: 01117/2014 DESIGNED BY: JLB DRAWN BY: KRB CHECKED BY MCL CUD I IIC6 RESERVATION OF EASEMENT FOR UTILITIES WITHIN VACATED RIGHT OF WAY OD WETLAND 37 38 39 4p 41 TRACT PHASE 11 42 o-ol 36 1 43 CD 00, CNI .00e AREA: 7.46 AC I 50.00' 110.00 R.O.W. 62 W A . ...... ... - - ----- LLJ LIMITS OF PHASE I --N\\ I I 000, 4. DISTURBANCE 00 35 ev ra Cll F- 65.00, 1 W. 36.00' PAVEMENT C/) .01 00000, CEMETERY ROAD ~ :•: l,:., �..:: ..l::K :. r . �. �:.1.: I 1000, MT. VERNON uj Z 33 2 34 o LLJ il el A 29 r -"! I.- r I oll v 26 00,0000, FIRE HYD U r - �`��'z+ix�!...•J••t•+{.: it:rb: - t;4rS. A +,.r. «f >. r.+i•�r •i•�.•♦ i. •'l. -4, (Tj 311 BPA loo -01**<TOWER ool ole .01 BPA e l%w v v IVY STREET STREETLIGHT, TYP. - - (SEE NOTE 3) 1 0.00 44 24 (I c 23 '� c; C! �� 22 2�1° ,© 2 0 111 19 60.00 6 of 60.00 # 60.00, - -------- --i-o-�ool 65.77f 62. OH . I OHW OHW OHW OHW 225.00' BPA EASEMENT OHW----------------- of MOM 'N'm own---mom OHW OHw 4um mom 4WAO N3025#00flE oHw OHW amm wm��86.081 amm an* 0=0 own LEGEND EXISTING ASPHALT SURFACE N-:, a ME EXISTING BOUNDARY LINE 6286.75 EXISTING INTERIOR BOUNDARY LINE 100 EXISTING CENTERLINE' o EXISTING RIGHT-OF-WAY LINE .4 EXISTING DLC LINE 6000.00 EXISTING EASEMENT LINE x EXISTING FENCE LINE SID EXISTING STORM DRAINAGE LINE ss EXISTING SANITARY SEWER LINE w EXISTING UNDERGROUND WATER LINE CTV EXISTING UNDERGROUND CABLE TV LINE G EXISTING UNDERGROUND NATURAL GAS LINE OHW - EXISTING OVERHEAD WIRE 7 N - EXISTING BUILDING FACE — - PROPOSED CENTER LINE 7743.78 PROPOSED RIGHT-OF-WAY E- - PROPOSED PROPERTY LINE -y- - PROPOSED EASEMENT LINE ED - PROPOSED CURB LINE - PROPOSED DETENTION FACILITY EXISTING ASPHALT SURFACE N-:, a ME PROPOSED ASPHALT SURFACE 6286.75 62.50 100 EXISTING CONCRETE SURFACE o PROPOSED CONCRETE SURFACE .4 21 6000.00 EXISTING GRAVEL SURFACE 100 PROPOSED GRAVEL SURFACE 6000.00 EXISTING SANITARY SEWER MANHOLE 100 EXISTING STORM DRAIN MANHOLE 6000.00 EXISTING CURB INLET 100 EXISTING DITCH INLET 6000.00 EXISTING FIRE HYDRANT ® EXISTING WATER VALVE 03 EXISTING WATER METER BOX ca- EXISTING GROUND LIGHT 7743.78 EXISTING UTILITY POLE E- EXISTING GUY WIRE -y- EXISTING TELEPHONE WARNING SIGN ED EXISTING CABLE TELEVISION RISER PROPOSED FIRE HYDRANT PROPOSED STREETLIGHT GP 0 GATE POST NOTES 1. DRIVEWAY LOCATIONS TO BE DETERMINED BY HOMEBUILDER, DURING CONSTRUCTION. 2. NO TRANSIT FACILITIES PROPOSED. 3. STREETLIGHTS TO BE 100W HIGH PRESSURE SODIUM LAMPS, MOUNTED 30FT HIGH. 4. PHASE 11 WILL BEGIN AFTER ANNEXATION INTO THE CITY OF SPRINGFIELD. LOT AREAS 19 6286.75 62.50 100 20 6000.00 60 100 21 6000.00 60 100 22 6000.00 60 100 23 6000.00 60 100 24 6000.00 60 100 25 6839.42 62 110.72 26 7743.78 68.18 11321 27 5850.00 1 65 PRE-SUBMITfAL RECD JAN 17 2014 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 12, 2005 ERIC D. LYNCH 56544 RENEWS 12/31/14 PROJECT NO.: 2130484000 DATE: 01/1712014 DESIGNED BY: JLB DRAWN BY: KRB CHECKED BY: MCL N 0) u- 0 CQ914 00 N E Z cO cD 8 W T- r 72 cl) 0 u') CL U'll REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 12, 2005 ERIC D. LYNCH 56544 RENEWS 12/31/14 PROJECT NO.: 2130484000 DATE: 01/1712014 DESIGNED BY: JLB DRAWN BY: KRB CHECKED BY: MCL I I I I � , I I /v 5 � ' 11 ' I I , C f"'ll'-', " I TL# 18020400 2800 Z. 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I TL# 18020400 2800 X? x 7— A `947.50 Nis 10 'D x t --'SO006'41"W' REPLACE EXISTING 12'CULVERT WITH 24" CULVERT AND DITCH INLETS L T. ---------- c\1' 56 -------- TL# 18020400180Q c- - - - - - -- 1bo Z, 1100 ------------ EASEMENT cr) 4t; 4� RESERVATION OF 501 FOR UTILITIES WITHIN 57 ER MAIN FUTURE SANITARY SEWER LINE — r I&M fina 4 Now 6� S0031'38"W w 53 VACATED RIGHT OF WAY FUTURE WATER 233.97' j, FUTURE STORM LINE 153 V S ORMWAT ER .00, 1;. POND .0e yDc PHASE 11 _!5A0 0 341 C/) AREA: 7.46 AC 36 'T" ,J­-`3f% c/) 35 0. Vkl A 542 SOIL TYPE: 121 B CONVEYANCE DITCH, 1 __- ¢ o f - - -- I .' .' i 3.001) A74 543 Ole oe A el R.O.W.- 0'4+4 _10001 -64 -FUTURE SANITARY SEWER LINE - 1 r 4� TL# 18020400 313' DISTURBANCE A LIMITS OF PHASE I 1,00 'r 1010" PVC qu CONVEYANCE DITCH 8 MT. 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STREETLIGHTS TO BE 100W HIGH PRESSURE SODIUM LAMPS, MOUNTED 30FT HIGH, SCALE.- 1' --601 60 30 0 60 PPS- SUaMirrRi. RECD JAN 17 2.0-14 EXISTING BOUNDARY LINE EXISTING INTERIOR BOUNDARY LINE EXISTING CENTERLINE EXISTING RIGHT-OF-WAY LINE DLC LINE EASEMENT LINE x - FENCE LINE SD - STORM DRAINAGE LINE ss - SANITARY SEWER LINE w - UNDERGROUND WATER LINE CTV - UNDERGROUND CABLE TV LINE G - UNDERGROUND NATURAL GAS LINE OHW - OVERHEAD WIRE - PROPOSED STORM PIPE ss - PROPOSED SEWER PIPE w - -PROPOSED WATER PIPE - PROPOSED ELECTRICAL LINE m - PROPOSED CATCH BASIN 0 - PROPOSED STORM MANHOLE ® - PROPOSED SEWER MANHOLE - PROPOSED FIRE HYDRANT NOTES 1 DRIVEWAYS LOCATIONS TO BE DETERMINED BY HOMEBUILDER, DURING CONSTRUCTION. 2, NO TRANSIT FACILITIES PROPOSED. 3. STREETLIGHTS TO BE 100W HIGH PRESSURE SODIUM LAMPS, MOUNTED 30FT HIGH, SCALE.- 1' --601 60 30 0 60 PPS- SUaMirrRi. 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QUERCUS GARRYANA 1 1-1/2" CAL. / B &B 5 OREGON WHITE OAK AS SHOWN 0 PINUS PONDEROSA 'WILLAMETTE' 6 -T HT. / B &B 7 PONDEROSA PINE AS SHOWN EXISTING DECIDUOUS TREE TO REMAIN EXISTING EVERGREEN TREE TO REMAIN mwlml � .' A L 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER CITY OF SPRINGFIELD PLANNING DEPARTMENT AND CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. 2, ALL PLANT BEDS SHALL HAVE A 3" DEPTH OF BARK MULCH. 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM WITH FULL HEAD TO HEAD COVERAGE. 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN NURSERYMAN'S ASSOCIATION STANDARDS. 5. STREET TREES SHOWN ON INDIVIDUAL HOUSE LOTS WiLL BE INSTALLED AT THE TIME OF LOT DEVELOPMENT. 0 25 50 100 �q I F,,,-" UBMITTAL RECD JAN I 'I U14 200 I PROJECT NO.: 2130484000 DATE: 01/17/2014 DESIGNED BY: PEG DRAWN BY: I PEG CHECKED BY: MCL "' l , 111 li-11 �� ... li�,�,� ... ,­­­�� ... ��� ... llii,��,,��­;: tog "jkj�� L% L1.1 SHRUBS & ACCENTS . . ITEM SIZE QTY. MAHONIA AQUIFOLIUM 1 GAL. 115 TALL OREGON GRAPE HOLLY ROSA NUTKANA 1 GAL. 95 NOOTKA ROSE SPIRAEA DOUGLASII 3 GAL. 162 DOUGLAS SPIRAEA 0 SYMPHORICARPOS ALBA 1 GAL. 48 COMMON SNOWBERRY •' ACER CERCINATUM 3 GAL. 28 VINE MAPLE ' PHYSOCARPUS I 1 GAL. 18 PACIFIC NINEBARK GROUNDCOVERS ITEM . ' SIZE QTY. MAHONIA REPENS 4" POT @ 1,536 SF CREEPING MAHONIA V -6" O.G. 788 PLANTS ARCTOSTAPHYLOS UVA -URSI 1 GAL. @ 7,022 SF BEARBERRY 3' -0" O.C.. 899 PLANTS * ./ RUSH t SEDGE MIX 1 GAL. @ 4,620 SF JUNCUS PATENS / CAREX STIPATA 2' -0" O.C. 2,310 PLANTS 1,154 EACH Q FESTUCA RUBRA SEED @ 36,750 SF RED FESCUE 5 LBS. / 1,000 SF 184 LBS. mwlml � .' A L 1. LANDSCAPE PLANTING SHALL CONFORM TO THE STANDARDS ESTABLISHED UNDER CITY OF SPRINGFIELD PLANNING DEPARTMENT AND CITY OF EUGENE STORMWATER MANAGEMENT MANUAL. 2, ALL PLANT BEDS SHALL HAVE A 3" DEPTH OF BARK MULCH. 3. LANDSCAPE AREAS SHALL HAVE A COMPLETE UNDERGROUND AUTOMATIC IRRIGATION SYSTEM WITH FULL HEAD TO HEAD COVERAGE. 4. ALL PLANT MATERIAL DELIVERED TO THIS SITE SHALL MEET THE AMERICAN NURSERYMAN'S ASSOCIATION STANDARDS. 5. STREET TREES SHOWN ON INDIVIDUAL HOUSE LOTS WiLL BE INSTALLED AT THE TIME OF LOT DEVELOPMENT. 0 25 50 100 �q I F,,,-" UBMITTAL RECD JAN I 'I U14 200 I PROJECT NO.: 2130484000 DATE: 01/17/2014 DESIGNED BY: PEG DRAWN BY: I PEG CHECKED BY: MCL "' l , 111 li-11 �� ... li�,�,� ... ,­­­�� ... ��� ... llii,��,,��­;: tog "jkj�� L% L1.1