Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/20/2019| S8MH ! /.E.: +cw uo\c/u SSTNII�,�(- BUILDING MOVED � LOT y ' ! E_" � -- ' LOT 15 j. SEE CC & R'S RECORDED ON REEL 2027R, RECEPTION NO. 9500590 FOR -OF-WAY DEDICATION ..E RIGHT � � / i )! � LOT \'[ l �� ___ _ _ _ ' ^ � � ` C 4 is | TPED ED � --- 31A�_ ~~�-�� ---------------��/�' `---- -_-- ___ ~~= _ SSMH ----- ---7-~~~ \ -----__ / ~ 5DQ MH 0M: 497.64' i[�: 48518Y3\10" SC40 NH 0W: 497.58' I.E.: 49509'/F112" I.E.: 49519'/N\10^ LE.: VICINITY MAP NO SCALE NOTES: 1. APPLICANT/OWNER: BRUCE WIECH0T0STOM HOMES, INC. 3073 SKYVIEW LANE, EUGENE, OR 97405 2. APPLICANT'S REPRESENTATIVE: THE F«vR[xU GROUP. 3750 NORWICH AVE, [UG[w[. OR 97*88. 541-603-70*8. J. 10-02-05-13 TAX 0T 3100 4. HwT[R, P0vEn, C^S. TELEPHONE AND CABLE So/LL BE LOCATED IN THE PUBLIC H|S*T OF WAY. O. STREET LIGHTS SHALL BE LED LIGHTS mTx FIBERGLASS POLES PER CRY STD. 5-22 AND SERVICE DISCONNECT PER CITY STD. 5-11. SEE UTILITY PLAN FOR LOCATIONS. 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DET[nW|N[0 DUK|wV THE DESIGN PHASES. 0. 5[[ VEGETATION PLAN FOR STREET TREES AND ADDITIONAL riAwnNGI ». DEVELOPMENT AREA ~ 4.0 ACRES. |O. PROPOSED RIGHT OF WAY = 1.15 ACRES 11. PR0p03E0 IMPERVIOUS AREA = 0.73 ACRES. 72. THE PROPOSED DEVELOPMENT IS LOW 0[N5|Tr RESIDENTIAL. |J. NO PERMANENT EMPLOYEES ARE ANTICIPATED IN THE RESIDENTIAL D[v[i0Pw[wT 14. GROSS FLOOR AREA, PARKING AND i^NO3CxpE AREA CALCULATIONS ARE NOT APPLICABLE TVTHIS APPLICATION. 15. OPEN SPACE: 0.0 ACRES 10. THE AVERAGE 0T SIZE = 6.*77 SQUARE FEET. 17. ZVw|wG AND C0Mpn[*Ew3|v[ rmw LAND USE 0E3|QvAnOw: LOW DENSITY RESIDENTIAL. 10. BENCHMARK: wx8 NAIL 8 DISK IN TC "CITY OFSPRINGFIELD CONTROL" @NW COR |NTx OF JASPER R. AND 42N0 3T, S SIDE OF w'L, CROSSWALK & S'LY OF CENTER DATUM NGv01929. ELEV. ~ *06O80 19. AN EXISTING FIRE HYDRANT IS LOCATED ON THE SOUTH 30E OF JASPER ROAD ACROSS FROM THE PROPOSED DEv[0PwEwl ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OFTHE SITE PER SDC 35040(l)(i): '----- -------- EXISTING MINOR CONTOUR EX.- ( 12"S.D.--------------- mxE;onw USE ZONING 00 NORTH R[SID[wT«i ASTER L0R SOUTH RESIDENTIAL L0R 0R EAST RES|UEwnAL L0R L0R \ REGO RESIDENTIAL 0R LUCERNE EXISTING STORM DRAIN MANHOLE Date Rec��'\yed, P.U.E. PUBLIC UTILITY EASEMENT TP[U[] TELEPHONE PEDESTAL AUGgA °'°^ ms�^~v ��u^/ � � FILE 73) CAMELLIA VIRGINI DAISY iE MEADOWS SLIDE 337 340 ST Z .500 1 CkfE RSYTHI MON LOT 150 I co LOT 151 MT. VERNO EDWOOD SCHOOL li Q0 DOUGLAS NORTH ST GARDENS SSMH LOT 13 SCHOOL OSAGE SP PINYON RD JASPER ST | S8MH ! /.E.: +cw uo\c/u SSTNII�,�(- BUILDING MOVED � LOT y ' ! E_" � -- ' LOT 15 j. SEE CC & R'S RECORDED ON REEL 2027R, RECEPTION NO. 9500590 FOR -OF-WAY DEDICATION ..E RIGHT � � / i )! � LOT \'[ l �� ___ _ _ _ ' ^ � � ` C 4 is | TPED ED � --- 31A�_ ~~�-�� ---------------��/�' `---- -_-- ___ ~~= _ SSMH ----- ---7-~~~ \ -----__ / ~ 5DQ MH 0M: 497.64' i[�: 48518Y3\10" SC40 NH 0W: 497.58' I.E.: 49509'/F112" I.E.: 49519'/N\10^ LE.: VICINITY MAP NO SCALE NOTES: 1. APPLICANT/OWNER: BRUCE WIECH0T0STOM HOMES, INC. 3073 SKYVIEW LANE, EUGENE, OR 97405 2. APPLICANT'S REPRESENTATIVE: THE F«vR[xU GROUP. 3750 NORWICH AVE, [UG[w[. OR 97*88. 541-603-70*8. J. 10-02-05-13 TAX 0T 3100 4. HwT[R, P0vEn, C^S. TELEPHONE AND CABLE So/LL BE LOCATED IN THE PUBLIC H|S*T OF WAY. O. STREET LIGHTS SHALL BE LED LIGHTS mTx FIBERGLASS POLES PER CRY STD. 5-22 AND SERVICE DISCONNECT PER CITY STD. 5-11. SEE UTILITY PLAN FOR LOCATIONS. 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DET[nW|N[0 DUK|wV THE DESIGN PHASES. 0. 5[[ VEGETATION PLAN FOR STREET TREES AND ADDITIONAL riAwnNGI ». DEVELOPMENT AREA ~ 4.0 ACRES. |O. PROPOSED RIGHT OF WAY = 1.15 ACRES 11. PR0p03E0 IMPERVIOUS AREA = 0.73 ACRES. 72. THE PROPOSED DEVELOPMENT IS LOW 0[N5|Tr RESIDENTIAL. |J. NO PERMANENT EMPLOYEES ARE ANTICIPATED IN THE RESIDENTIAL D[v[i0Pw[wT 14. GROSS FLOOR AREA, PARKING AND i^NO3CxpE AREA CALCULATIONS ARE NOT APPLICABLE TVTHIS APPLICATION. 15. OPEN SPACE: 0.0 ACRES 10. THE AVERAGE 0T SIZE = 6.*77 SQUARE FEET. 17. ZVw|wG AND C0Mpn[*Ew3|v[ rmw LAND USE 0E3|QvAnOw: LOW DENSITY RESIDENTIAL. 10. BENCHMARK: wx8 NAIL 8 DISK IN TC "CITY OFSPRINGFIELD CONTROL" @NW COR |NTx OF JASPER R. AND 42N0 3T, S SIDE OF w'L, CROSSWALK & S'LY OF CENTER DATUM NGv01929. ELEV. ~ *06O80 19. AN EXISTING FIRE HYDRANT IS LOCATED ON THE SOUTH 30E OF JASPER ROAD ACROSS FROM THE PROPOSED DEv[0PwEwl ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OFTHE SITE PER SDC 35040(l)(i): '----- -------- EXISTING MINOR CONTOUR EX.- ( 12"S.D.--------------- mxE;onw USE ZONING METRO PLAN NORTH R[SID[wT«i L0n L0R SOUTH RESIDENTIAL L0R 0R EAST RES|UEwnAL L0R L0R \ WEST RESIDENTIAL 0R 0R FEMA THE SITE IS SITUATED IN ZONE Y AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1162 F, DATED JUNE 2, 1999. SHEETINDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 TENTATIVE SUBDIVISION PLAN J STORM WATER AND SANITARY SEWER PLAN SOIL TYPES #50-HOLCUMB SILTY CLAY LOAM ` #87-wEwBERG-URBAN Lxw0 COMPLEX #118-3AL[W CKxvEiL, SILT LOAM ------�0�------ EXISTING MAJOR CONTOUR AND ELEVATION '----- -------- EXISTING MINOR CONTOUR EX.- ( 12"S.D.--------------- EXISTING STORM DRAIN AND SIZE EX. 8" W.W. ---------------- EXISTING WASTE WATER AND SIZE EX]] W_ EXISTING WATER LINE AND SIZE ----2-YEAR TT---- EXISTING TIME OF TRAVEL LINES EXISTING POWER POLE /r EXISTING STREET LIGHT � 'fv ^Y FIRE HYDRANT SCALE: 1^ = 40' \.~/ EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE Date Rec��'\yed, P.U.E. PUBLIC UTILITY EASEMENT TP[U[] TELEPHONE PEDESTAL AUGgA °'°^ ms�^~v ��u^/ � � EXISTING TRE[ ROBERTS SURVEYING, INC. P.O. BOX 7155 SPRINGFIELD . OR 97475 541-345-1112 � �`�� (�� �� ` - OWNER: BRUCE YNECHERT CUSTOM H0WE3. INC. �� 3037 SKYV|EW LN .� EUGENE OR 97405 541-606-5050 WA IN 9 � � ������T 1 0� � u//��/ / u/ `/ R/W R/W 5' SIDEWALK PER PLAN R/W `COB & GU I ILK' v w cx vv i 11-1\GEO-FABRIC AND 8" MIN. OF 4" OF LEVEL 2 - 3/4" A.C. IN TWO LIFTS 3/4"-0" AGGREGATE OVER 12" OF 3/4" - 0" AGGREGATE (WET WEATHER) (DRY WEATHER SECTION) 46TH ST SOUTH OF IVY ST (LOCAL STREET IVY ST EAST OF S. 46TH ST (LOCAL STREET KALMIA ST TYPICAL SECTION - 50' RIGHT- OF- WA Y NO SCALE 5' SIDEWALK PER PLAN R/W 7' 'a 25 25' 7' P.U.E. 257.60' 7' P.U.E. 18' 3.5' 5.5' 16' 16' 5.5' 3.5' I P.U.E. EXISTING PAVEMENT 2%_ 9 2%- 2%-- 1- 5' SIDEWALK :': - •. ._.,::._.,-.�.<.; .. �. ;.:._. PER PLAN CURB & GUTTER CURB & GUTTER GEO-FABRIC AND 8" MIN. OF 4" OF LEVEL 2 - 3/4" A.C. IN TWO LIFTS 3/4"-0" AGGREGATE OVER 12" OF 3/4" - 0" AGGREGATE (WET WEATHER) (DRY WEATHER SECTION) IVY ST WEST OF S. 46TH ST (LOCAL ,STREET TYPICAL SECTION - 50 ' RIGHT- OF- WA Y NO SCALE R/W 5' SIDEWALK PER PLAN 7' 25' 25' 7' P.U.E. 257.60' 7' P.U.E. 18' 1.5' 5.5 18' 18' 5.5' 1.5' I P.U.E. EXISTING PAVEMENT 2%_ - - 2% 2%- .. 2% - < 5' SIDEWALK PER PLAN R/W 5' SIDEWALK -CURB & GUTTER CURB & GUTTER PER PLAN GEO-FABRIC AND 8" MIN. OF 4" OF LEVEL 2 - 3/4" A.C. IN TWO LIFTS 3/4"-0" AGGREGATE OVER 12" OF 3/4" - 0" AGGREGATE (WET WEATHER) (DRY WEATHER SECTION) S. 46TH ST. NORTH OF IVY ST. (LOCAL STREET TYPICAL SECTION - 50 ' RIGHT- OF- WA Y NO SCALE R/W Oji €nal brn,,",,, ... _ yV�A-- LOT 140 LOT 152 LUCERNE FILE 73, I MEADOWS SLIDE 337 - 340 cI LOT 4 LOT 150 �1 LOT 151 LOT 13 40' w > 0 0 D 30' 257.60' 7' 6.5' 5' 5.5' 5' 18' 10' 20' I P.U.E. EXISTING PAVEMENT EXISTING PAVEMENT x o > < N. 107.83' � I 00 I 5' SIDEWALK —1z W N EXISTING GROUND PER PLAN �� CURB & GUTTER GEO-FABRIC AND 8" MIN. OF�l--lG�-(��r�1�� 0 4 OF LEVEL 2 - 3/4 A.C. IN TWO LIFTS 3/4"-0" AGGREGATE (WET WEATHER) x _ y�V dk�v 15 113n Tum -mow- OVER 12" OF 3/4" - 0" AGGREGATE g U)w b`�C.� Wti ��- {DRY WEATHER SECTION) T n JASPER ROAD (COLLECTOR) 2 TYPICAL SECTION 70 ' RIGHT- OF- WA Y (a, NO SCALE > Oji €nal brn,,",,, ... _ yV�A-- LOT 140 LOT 152 LUCERNE FILE 73, I MEADOWS SLIDE 337 - 340 cI LOT 4 LOT 150 �1 LOT 151 LOT 13 SCALE: 1" = 40' z 0 w > 0 0 D _ 257.60' U)z L I I S89°59'36"E LO J x o > < o� 107.83' � I 00 I 99.77' —1z W w m0 �C) 0 0 DEQ g U)w TRACT A T n LOT 51 (a, w > n 3,692 S.F. > to IQ I I Q ilk O 3: - 6,370 S.F. I� z i F- U 99.77' LOT 12 F- 4,989 S.F. 0 107.74 I ' I `-1 18CD I cS� 6,139 S.F. i� I 99.77' ' LOT 6 I U.E.'g I 2 CD' 0 P> Q 3 > 4,989 S.F. LOT 11 107.65' I I 7 RUE. 17 ro 5 o 99.77' C'j o C 6,134 S.F. I I 3 W ( L9 4,989 S.F. o Ln 107.57' I ( I w I I LOT t "o ( 99.77' t �j o, CD C ;U I o LOT 5 j,401 S.F. ( s 4 o 0 W � %o S.F. � 5,861 '��-- L=42.68' ZL--- — - -- L=50.19' IVY ST. i L 1F IVY ST. --- w 97.40 15 I s ' L=22.49' (� L=70-27 O o 7 035 S.F. ' h I 5 Q W LOT 8 I 6,345 S.F. 0 I 107.30 I I I � I I O 14 ; I 99.77 ' LOT 4 _� 5' 5,914 S.F. ILn 6 6 W4,989 S.F. o � 107.21 I g_ � LOT 15 7' i -AI I I 7' P 99.77' z 13 P.U.E. iso U E. d 7 0 0 0 7,023 S.F. IU I I 4,989 S.F. o Ln �w I I r J ------97.11 - I 99.77 SEE CC & R'S RECORDED ON REEL 8 2027R, RECEPTION NO. 9500590 FOR ( 0 - F -WAY DEDICATION _ _ _ _ _ 4,989 S.F. � KALMIA ST. ' g 99.77 — �--- -�70l -- t� o J 4,989 S.F. o ' 12 P.U.E. C) 6,904 S.F. I� 2 ' ' Imo' ( I 99.77' 106.93'I I ' 10 o LOT 15 I 1 I � I 4,989 S.F.CD 0 I 0 I 99.77' TRACT B o 6,065 S.F. --- ------------------------) - - ----j2-YEAR --- - - - TT------------' ------ r- L-' Ln_— �� ����--- r�c w ---------- 96.81 , s 89.78 - - - - - 1 71*1 - N RELOCATE EXISTING JASPER ROAD - - _ _ _ _ _ _ _ 8 + POWER POLE ---:-- -- ---- ------------- SCALE: 1" = 40' z 0 w > 0 0 D 0 U)z LO J x o > < o� 0 � I 00 ® —1z W w m0 �C) 0 0 DEQ U)w z n o w > n > to Q ilk O 3: z F- U ate. = F- n D 0 w (D D Q w }Q m o � w a w w a. a m z 0 0 w w z y- 0 v 0 w w z 0 C) 0 Ito z M Fy to to w w� w QLo z U o 0 z p Cr) Lu Zo 0 J uw M 0 Z F- U � w W o w PROFFS #18240 P1 7 T aON J YJ.�P� EXPIRES DEC. 31, 2019 SHEET 2 OF 3 0 LO x o QI N w 0 � I 00 r zvJ Q �C) 0 0 0 0 w w z y- 0 v 0 w w z 0 C) 0 Ito z M Fy to to w w� w QLo z U o 0 z p Cr) Lu Zo 0 J uw M 0 Z F- U � w W o w PROFFS #18240 P1 7 T aON J YJ.�P� EXPIRES DEC. 31, 2019 SHEET 2 OF 3 ^� ° '� v"IL 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM C0WPR|3|N0 A MIXTURE OF SAND, NATIVE 50L' LOAM' AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF O.20(|.[., 40-507.) ORGANIC MATTER, IF THE GROWINGWED|UW DOES NOT CONFORM TO THIS MINIMUM FOC R[0U0EWENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 3. SEED MIX SHALL BE REXIUS STORMWATER SWALE MIX. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 494.57) ZONE B (ABOVE ELEVATION 494.57) CAREX 0BNUPTA 4" POTS CAWAS0A QUAWASH 4^ POTS JUNCUS PATENS 4" POTS DE3CHAMPS|A CAE3P|T0SA 4^ POTS � DETENTIONDETENTION/^///V// /� ////J//. T� NO SCALE � � -VARIES 1 2' 4950± TOPNING ON,,3- 14, �\- - , al -492.5± BOTTOM 12" STORM DRAIN6" DIAMETER OPE " OF TOP SOIL `-O^ SAND 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING WE0UW' AT THE BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SU|L, L0AM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 /|.[., 40-50%\ ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQU|REMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 3. SEED MIX SHALL BE REXIUS STORMWATER SWALE MIX. EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A (BELOW ELEVATION 493.80) ZONE B (ABOVE ELEVATION 448I80\ CAREX O8NUPTA 4" POTS CAMAS3A UUNWA5H 4^ POTS JUNCUS PATENS 4" POTS DESCHAMPSIA CAESPITOSA 4" POTS DETENTION POND R DENIL NO SCALE LOT 1 �g | l�\Jl lJ� | � | -- � - ' � |LUCERNEFILE 73MEADOWS340SLIDE 337 cc EXISTING MINOR CONTOUR EX �" SD. ------=-------- B0SONC STORM DRAIN AND SIZE EX. 8^�W. 6,1396 V. LOT 6 EXISTING WASTE WATER AND SIZE [X. O W_ :3 EXISTING WATER LINE AND SIZE `LOT 4 LOT 150 EXISTING TIME OF TRAVEL LINES ., 17 PROPOSED STORM DRAIN AND SIZE LOT 151SSMH � z PROPOSED WASTE WATER AND SIZE i ---- LOT 13RIM: rD, LOT 7 16 EXISTING STREET LIGHT �7' '� EXISTING FIRE HYDRANT 496.17' _: --' /..` EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED[] 9+T6 08 O uu PROPOSED MAIL BOX V PROPOSED FIRE HYDRANT � ~= [� o Z [L | Ul cc EXISTING MINOR CONTOUR EX �" SD. ------=-------- B0SONC STORM DRAIN AND SIZE EX. 8^�W. 6,1396 V. LOT 6 EXISTING WASTE WATER AND SIZE [X. O W_ :3 EXISTING WATER LINE AND SIZE ----2-YEAR TT---- EXISTING TIME OF TRAVEL LINES ., 17 PROPOSED STORM DRAIN AND SIZE EX. 8" W.W. � z PROPOSED WASTE WATER AND SIZE i ---- F71 rD, LOT 7 16 EXISTING STREET LIGHT �7' '� EXISTING FIRE HYDRANT L� _: --' /..` EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED[] 9+T6 08 O uu PROPOSED MAIL BOX --------------- EXISTING MINOR CONTOUR EX �" SD. ------=-------- B0SONC STORM DRAIN AND SIZE EX. 8^�W. EXISTING WASTE WATER AND SIZE [X. O W_ :3 EXISTING WATER LINE AND SIZE ----2-YEAR TT---- EXISTING TIME OF TRAVEL LINES ., PROPOSED STORM DRAIN AND SIZE EX. 8" W.W. � z PROPOSED WASTE WATER AND SIZE _J iLJ ---- PROPOSED WATER LINE AND SIZE rD, EXISTING POWER POLE L� EXISTING STREET LIGHT �7' '� EXISTING FIRE HYDRANT L� EXISTING WASTEWATER MANHOLE /..` EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED[] TELEPHONE PEDESTAL O uu PROPOSED MAIL BOX V PROPOSED FIRE HYDRANT � ) .,� � \� �- ROBERTS3URVEYING, -\ �= ~�� ���/�� �ww `~~~ INC. P.O. BOX 7155 <�^)mu��~.°���� \«Ju �w°� SPRINGFIELD . OR 87475 *L"`/(�� � �`<�' \°��\^ 541-345-1l12 +~"~~ -`�, `'`' ` OWNER: BRUCE Y0ECHERT CUSTOM HOMES, INC. ^� 3037 5KYV|EW LN EUGENE OR 87405 ������� ����(�{�^����^� 541-606-5050 Date Received ~~~~ LfD ------------- 'NIG BUll El DI SDCI MH 15 LOT 8 14 LOT 4 LOT 15 496 SEE CC & R'S RECORDED ON REEL 2 2027R, RECEPTION NO. 9500590 FOR 8-- -0 -WAY DEDICATION 11+0C 1,07 ---------------- ------------ 989 F. 19 46 027R, RECEPTI LLP 496 LOT 15 40' SCALE: 1" = 40' TRACT B ED F. EXPIRES DEC. 31, 2019 SHEET 1 OF I :3 <O Lu � z 00 _J iLJ � ~� 0 L� � �� � ' (� � ~~� - �� c[ _ � ~= [� o Z [L | Ul »o w L, o w) O � NN o �� )- � �� F- m — � NN ~= O � F. EXPIRES DEC. 31, 2019 SHEET 1 OF I Lu 0 00 00 F. EXPIRES DEC. 31, 2019 SHEET 1 OF I