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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/30/2022LEGEND CURVE III LENGTH CONTOUR LINE DELTA CURB ME B BE SOIL MAPPING DELINEATION 777! 7777 7777 RECORDED PLAT BOUNDARY �_- GRAVEL J j •I� SO MH 3 RiM-672.32 _ i36" FL OUT(N):663.69 CONCRETE '36" FL IN(S):663.72 EDGE OF PAVEMENT 36" FL IN(E):564,09 FENCE � a STREET LIGHT -----(E}w-- WATER LINE Dki WATER VALVE /-WIRE FENCE TO BE REMOVED SANITARY LINE SANITARY MANHOLE {E)c GAS LINE -(EAD STORMWATER LINE so STORMWATER MANHOLE 1?1 STORMWATER CURB INLET IFO wotA -- (E'T COMMUNICATION LINE Qty_ LOW VOLTAGE VAULT u [j TELEPHONE RISER -(E)OHIK- OVERHEAD WIRES ---{OE UNDERGROUND ELECTRIC LINE �..._..!✓ BUSHES OR SHRUBS -J4 - EVERGREEN TREE DECIDUOUS TREE 7tr _ EVERGREEN TREE - ' \ TO BE REMOVED DECIDUOUS TREE TO ID REMOVED <1 T - WIRE FENCE i�� 11 WIRE FENCE - A3( IL 5p00 0 S8957'13'E Imo--- 20.08' CURB INLET 1 91 RIM:705.93 w 8" IL OUTS :703.93 J 1t),PO T WW RIM:/ 8" FL OUT(NW)v 8" FL IN(S):7 'END' AND 'NO PARKING' SIGN TO BE REMOVED RTM 500 11 8" FL OU 8' FL 11� 1400 8' FL IS] L IH I - 5.99 1.76 1.80 1.80 TALL METAL HALIDE {E)II4i 4F-(E)80R HIGH PRESSURE - SODIUM STREET LIGHT 1L 4700 OWNER & APPLICANT: 836 S 70TH, LLC 939 RIVERSTONE LANE SPRINGFIELD, OREGON 97477 CURVE TABLE CURVE III LENGTH RADIUS DELTA CHORD C7 119.35 4,122.59 01'3932" N01'40'57"E, 119.35 SITE INFORMATION: ADDRESS.- TAX DDRESS:TAX MAP: 18-02-02-23 TAX LOT: 4300 ZONING: LOW DENSITY RESIDENTIAL (LDR) HILLSIDE DEVELOPMENT (HD) OVERLAY DISTRICT METRO PLAN DESIGNATION: LOW DENSITY RESIDENTIAL NOTES 1. NO WATER COURSES EXIST WITHIN THE VICINITY OF THE SITE 2. THE SITE IS LOCATED ENTIRELY OUTSIDE ANY SPECIAL FLOOD HAZARD AREAS (SFHA) (SEE FIRM. MAP 41039CII67F EFFECTIVE DATE JUNE 7, 1999) 3. THE SITE IS LOCATED ENTIRELY OUTSIDE THE 99 -YR TOT ZONE OF CONCENTRATION (SEE THE C17Y OF SPRINGFIELD WELLHEAD PROTECTION AREAS MAP) A. BOUNDARY SHOWN HEREON WAS CALCULATED BY BOB HINES, PLS DURING THE PROPERTY LINE ADJUSTMENT PROCESS 5. SOILS ON SITE: 5.a. 52D - HAZELAIR SILTY CLAY LOAM 5.b. 127C - URBAN LAND-HAZELMR-DIXONVILLE COMPLEX 6. 5' DEEP TEST PITS WERE DUG THROUGHOUT THE SITE AND NO BEDROCK LAYER WAS FOUNDS 7. 5' DEEP TEST PITS WERE DUG THROUGHOUT THE SITE AND NO GROUNDWATER WAS FOUND' 'SEE THE ASSOCIATED GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS PSE Hsi t ei V 46p0 WIRE FENCE GRAPHIC SCALE 20 O 10 20 40 IN FEET ) 4500 ' M1 4400 r 31 FENCE � crk,5 tv --_ YtrEti414 6' WOOD FENT - ----- S88 -58'40"W 90. _6sn d _ a� - �\ \�(. '�' "` -L, 12' DED7tU'Oi1rd (�p. \ w `�.s, g" E1F{iC+FF.N Y t Go GLO r'i1 •� I,., 41. i' 5;90-� y f Rw kf/rt.FVLRGRf EN .N NE V l•r. � " EVSRGR \ J n' . 2G" EVERGk 1 , N ' I, ` \ -83b- -._ __. ._. _ __ __._ s•Vg"^,....r 6� 4¢� t i o` -•. h clan _ ` _ \ ? L` ---- ---- --698- `�. A , 2 s N \ 4+ N ( TAX LOT 4300 76,693 SF (1.76 ACRES) �. \ .. _ '`-ten `. •k 0 F4 1 _.CDE _ aS)ROO \1F \� w \ v L, -700- \ ° (, t _ -- S8T22 51 E 8Z58 , _ h 7Uz- --r92 - I m d0\Yt` /i \ \10 Ov0 .. ` c 3 i WAY 7DE OR y N 1n $ EST t^ £RDR H N a h I VICINITY MAP NOT TO SCALE I .� II :r 1 30'ITALL METAL HALIDE OR HIGH PRESSURE SODIUM STREET LIGHT IIli i r. 0 . _..678 ml E IR I j •I� SO MH 3 RiM-672.32 _ i36" FL OUT(N):663.69 5� '36" FL IN(S):663.72 36" FL IN(E):564,09 WAY 7DE OR y N 1n $ EST t^ £RDR H N a h I VICINITY MAP NOT TO SCALE I .� II :r 1 30'ITALL METAL HALIDE OR HIGH PRESSURE SODIUM STREET LIGHT (L 600 i'R f 582 1 r $ 2b 00, I J �I CULVERT 11 FL=685.52 w \il E � 'BQ, y w r 12' G47E ,o J i \ 11 17.9' _, cULvTar FL .0 ` w w,. IV ttoo -, WIRE FENCE TO BE REMOVED.,�7 Y r. .. . _..678 ml E IR 't CHAIN LINK TO BE REMDIVED FENCES 50.00' I � a Z o (L 600 i'R f 582 1 r $ 2b 00, I J �I CULVERT 11 FL=685.52 w \il E � 'BQ, y w r 12' G47E ,o J i \ 11 17.9' _, cULvTar FL .0 ` w w,. IV ttoo -, WIRE FENCE TO BE REMOVED.,�7 Y iL 4t02 � �/ N89'S3'22"W 285.56 JL 4104 SO MH 2 RIM:693.94 36' FL OUT(N):687.59 36" FL IN(S):687.80 C01 IE I 41 w \ AIR 1' l \� E �d . r\ w� WW MH 2 RIM:702.45 10' FL OUT(N).696.30 10" FL IN(S):696.73 6' FL IN(W)'696.95 \ \ Y RIC C dlt 22-6�01�2-��2 �1�c�22 Branch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541 -746.0637 www. Branch Engineer i ng. com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES: December 30. 2023 project title ��RED P.ROFe 01N*t1 ��2 DIGITALLY SIGNED OREGON �F4 'FE, EXPIRES: DECEN2ER 30, 2023 J E 110' GATE TO BE REMOVED 't 0, C Z o /-WIRE FENCE TO BE REMOVED O Rn St - _ _ _ - _. LA iL 4t02 � �/ N89'S3'22"W 285.56 JL 4104 SO MH 2 RIM:693.94 36' FL OUT(N):687.59 36" FL IN(S):687.80 C01 IE I 41 w \ AIR 1' l \� E �d . r\ w� WW MH 2 RIM:702.45 10' FL OUT(N).696.30 10" FL IN(S):696.73 6' FL IN(W)'696.95 \ \ Y RIC C dlt 22-6�01�2-��2 �1�c�22 Branch ENGINEERING= Since 1977 civil • transportation structural• geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541 -746.0637 www. Branch Engineer i ng. com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES: December 30. 2023 project title ��RED P.ROFe 01N*t1 ��2 DIGITALLY SIGNED OREGON �F4 'FE, EXPIRES: DECEN2ER 30, 2023 revisions: date: JUNE 30, 2022 drawn by: AWMS designer: RC project no: 21-287 TENTATIVE SUBDIVISION EXISTING CONDITIONS sheet. 1 I ! 1 copyright© 2012 Branch Engineering, Inc. J C Z o 0 O Rn LA 0-3 CO x � J M z o = W ir�jow LU >_ oF-0 O I- 00 _ Q C w V1 r CL Q®I� l0 Z 2Lnz L LI x tt F MMM W I- Q N0- 00 L/1 revisions: date: JUNE 30, 2022 drawn by: AWMS designer: RC project no: 21-287 TENTATIVE SUBDIVISION EXISTING CONDITIONS sheet. 1 I ! 1 copyright© 2012 Branch Engineering, Inc. LEGEND PROPOSED CONTOUR LINE CONCRETE CURB GRAVEL EDGE OF PAVEMENT X FENCE : "NO PARKING" SIGN; y ,.., UNLESS NOTED OTHERWISE �'"` STREET LIGHT -sem STORMWATER LINE SD STORMWATER MANHOLE ® STORMWATER CURB INLET -w^W- SANITARY LINE ryVW) SANITARY MANHOLE SANITARY CLEANOUT W WATER LINE p� WATER VALVE. Iv VISION CLEARANCE TRIANGLE (_ STREET TREE VACIO oee OM01A WIRE FENCE WIRE FENCE --- (L 5p00 S89'57'13"E 3.1 20.00' CURB INLET 1 - RIM. 705 93 a 8" FL OUT(S):703.93 Fjy4 ire)" WW MH 1 i RIM:706.30 8' FL OUT(NW):701.55 ) 8" FL I4(S):701.72\ uu 'Ud,. SO MH 1 J RIM. 706.99 Soo 8" FL OUT(NW)'701.76 TC.711 HIJORTM GL:70: 8" FL IN(N):701.80 1 . 9, 2 �'--`__ _714 30' TALC METAL HALIDE T)WO,c­-(E)p{OR HIGH PRESSURE SODIUM STREET LIGHT W 4 EXISTING CURVE J ✓c,C' - CONTOUR UNE -- CURB C1 RECORDED PLAT BOUNDARY r GRAVEL N07"40'57E, 119.35 C2 49.64 CONCRETE �- N EDGE OF PAVEMENT C3 FENCE 4,122.59 STREET LIGHT -(E)w WATER LINE M WATER VALVE -----lF}WYd--- SANITARY LINE C5 SANITARY MANHOLE _. �- -{ J GAS ONE ---„-(E)se STORMWATER LINE SD STORMWATER MANHOLE IID STORMWATER CURB INLET (E)T COMMUNICATION ONE au1 LOW VOLTAGE VAULT. CT7 TELEPHONE RISER --(E)QH ---- OVERHEAD WIRES {E}L UNDERGROUND ELECTRIC LINE BUSHES OR SHRUBS I EVERGREEN TREE DECIDUOUS TREE v� s i EVERGREEN TREE TO BE REMOVED r - DECIDUOUS TREE - ✓tom TO BE REMOVED CUT/FILL CUT.' 1220 CUBIC YARDS FILL: 190 CUBIC YARDS NOTES 1. THE UTILITIES SHOWN HEREON ARE COMPILED FROM A COMBINATION OF FIELD LOCATION OF SURFACE FEATURES AND AS -BUILT DRAWINGS. NO CERTIFICATION IS MADE AS TO ACTUAL LOCATION OR DEPTH OF UNDERGROUND LINES. 2. THE QUANTITY OF THE STREET TREES WILL BE DETERMINED DURING THE CONSTRUCTION PERMITTING PROCESS, AND THE LOCATION AND SPECIES OF THE STREET TREES WILL BE DETERMINED DURING THE DWELLING CONSTRUCTION PERMITTING PROCESS. 3. THE PROPOSED STREET LIGHTS SHOWN HEREON ARE CONCEPTUAL. DETAILS SUCH AS LOCATION AND HEIGHT WILL BE DETERMINED DURING THE CONSTRUCTION PERMITTING PROCESS. 4. LOCATIONS AND FACILITIES FOR FRANCHISE UTILITIES, INCLUDING BUT NOT LIMITED TO WATER, ELECTRIC, TV AND TELEPHONE WILL BE DETERMINED BY THE UTILITIES DURING THE PIP CONSTRUCTION PERMITTING PROCESS. 5. THE SANITARY SYSTEMS FOR LOTS 5, 6, 7 AND 8 MAY NEED TO BE PUMPED. 6. A MINOR VARIANCE TO LOT SIZE IS REQUESTED AS PART OF THIS APPLICATION. A MINIMUM LOT SIZE IN THE HILLSIDE DEVELOPMENT OVERLAY ZONE FOR THE CONDITIONS SHOWN HEREIN IS 10,000 SQ. FL THE VARIANCE REQUESTS THAT THE LOT SIZE BE REDUCED TO A MINIMUM OF 7,300 SQ. FT. THE SITE IS LESS THAN 1.5% AVERAGE SLOPE SO THE MINIMUM LOT SIZE WOULD BE 5,000 S0. FF. IF THE SITE WAS 25 FEET (AVERAGE) LOWER ELEVATION. REFER TO WRITTEN STATEMENT FOR ADDITIONAL DISCUSSION. 7. EACH LOT WILL BE RESPONSIBLE FOR SETTING UP AN INDIVIDUAL MAIL BOX. 8. FIRE HYDRANTS - THERE ARE THREE (3) FIRE HYDRANTS LOCATED WITHIN 600 -FEET OF THE PROPERTY BOUNDARY AS INDICATED. THERE IS NO LOCATION WITHIN THE PROPERTY BOUNDARY THAT IS OUTSIDE OF 600 -FEET FROM ONE OF THESE HYDRANTS. 9. PER SDC 5.19-1 IO(B)(4), ANY TREE SHOWN FOR REMOVAL HAS MORE THAN 30% OF ITS CRITICAL ROOT ZONE WITHIN THE PROPOSED BUILDING ENVELOPES OR ROADWAY EXTENSION. REMOVAL OF THE TREES DESIGNATED HEREON FOR REMOVAL SHALL NOT REQUIRE A TREE FELLING PERMIT FOR REMOVAL REMOVAL OF ANY TREE(S) NOT DESIGNATED HEREON FOR REMOVAL SHALL REQUIRE A TREE FELLING PERMIT. 10. ALL DRIVEWAY LOCATIONS ARE CONCEPTUAL. THE DRIVEWAY FOR LOT 8 MUST BE ALONG THE S 69TH PLACE FRONTAGE, AND MUST BE LOCATED OUTSIDE OF 30 -FEET FROM THE INTERSECTION. 11. SIDEWALKS IN FRONT OF INDIVIDUAL LOTS TO BE INSTALLED AT THE TIME OF HOME CONSTRUCTION. NA I _� 00 it 45500 r it 4400 I WIRE FENCE �- 4600 WIRE FENCE WIRE FENCE WOOD FENCE "-..�I �__2•: ' JI I• �--'--ryy ' - 6/l' l,WtOrroO2 D FENCE CE"4\ �A\ mo6, N '20"W70.48a yti--- 74 uz�I 7-.S89'48. 5840"W 90 15.40 104.24 1 05 9 6.85 B INLET rt 5 ..0 LLOUg �\12" FL OUOtAr rI6� o �7' o 2 APPROXES IMATE BUILDING IS 2,000SF LEANG THEd' EVERGREEN �REMAINING BUILDABLEOUTBUILDINGS 6;9D_ DRIVEWAYS,PATIOS, OR OUTBU DINGS +;„ Et: rc RFEN T2' EFIERGi�ff� LOT SI � l7,456F (0.17 ACRES)_69 EU,ZCftttfi LOT5 L077A7\GLOT 7,447 `y 7,404 SFSE 29ry RCTE?,421SF� (0,17ACRES) (0.17ACRES) '��Es) d 3.00' SLOPE EASEMENT S ... 0 PUE ! 70 - ��., J10.001 P}BE � tr 70 EN N\ FEDI 7.00' POE AND PE EASEMENT CURE INLET 3� N E 13.8 !S 16.57. -------- '\ I Y_ 48'19'38" o ,941 i� RIA4.69Z98. E- A_ 105.84 -O ,0" FL .0UT(S)-693 71 . 4 4 __ _ \ 4 N8722'51 "W 211.48 - y 4 89.07 a CURB INLET 5 \ RIM:687:59 .. GC692.00 . 10" FL OUT 51:684.06 I\ 1;01. r CURB INLET 2 'U✓'" 7C 69660 � * •" oG RIM. -701.32\d, SD so-gp--.5 0- SDo-GL:69610 0_�0 _ URB INLET 4 ? 12" FL OUT(E):697.30 j 25 '� RIM:69398-<s o- 1 \ TC699.31 SD MH 4�='f - -10" FL OUT(S):68866 ftIM:697. p9' j GL -698 64 TC 697.12 - \� W---12" FL QUT(E):693.48GL696.62 ,µ, u(, S'. 69th PL" �aW ]2" FL IN(W):693.58 _ '699 70 / 10" FL IN N):693.58 84v---Wg`_ GL:699.20 WIN MH 3- \ RIM:698 0 W TC:69: 4 / 8" FL IN(E):689.47" 9.18 ---W W W N82251 W�34.98 W (y cL:fis: WW CO 1 8" FL IN(W):689.5 "-�''6250 - W "-^W �- IM:700.50 /� _ -_ A i d FL OUT(E)'690.82 i r • TC:702.50, rb .�:. _.'. / 1 Z 4, L:702.00 + • ___ ---_-� � / /_ _ -C6 � � � 7.00' POE AND SLOPE 67SEMEN7� / 5.00 SLOPE EASEMENT - 2 10.00' SLOPE EASEMENT i TC:702.88 GL:702.38 LOT 3 i . / N,, 7,569 SF 1 LOT 2 _ LOT 9 (0.17 ACRES) 7,513 SF I �` 7,342 SF • / i (0.17 ACRES) (0.17 ACRES) 704.. 706.06A. 705.69 � i h I `I w P w GLOT N o / 7,488 SF y _704'._-- i ((417 ACRES) O2rT r li -708 ti 09 A ti ti r r � o tDUOUS -.--. -- _. __ _ 54.99 62.56 62.56 N895322"W 285.56 '0- 4102 it 4j04 WW MH 4 18" FL -10" FL STRIP 2 -FOOT REFA1NING WALL 12.00' iEMFORARY CONSTRUCTION EASEMENT \ 10.00' SLOPE EASEMENT �p \ tL 42p0 L}`} I T'� WW MH 2 RIM 702.45 10" FL OUT(N):696.30 10" FL IN(S).696.73 6" FL IN(W):695.95 CURVE TABLE CURVE J LENGTH RADIUS DELTA CHORD C1 119.35 4,122.59 01"39'32' N07"40'57E, 119.35 C2 49.64 4,122.59 00'4123" NO2'09'11 7E, 49.64 C3 58.71 4,122.59 00'57'23" N01'19'51 "E, 68.72 C4 213.73 149.50 81'5436" N51'3957 E, 195.98 C5 135.45 149.50 51'54'36" N36'39'51 "E, 130.86 C6 78.28 149.50 30'00'00" N7737.09E, 77.39 C7 176.34 190.50 53'0298" N66'06'00"E, 170.12 C8 103.05 190.50 30'5942" N55'04'42 E, 101.80 C9 73.29 190.50 22'02'36" N81'35'51"E 72.84 SO MH 3 RIM:672.32 35" FL OUT(N):663.69 36" FL IN(S):663.72 36" FL IN(E):664.09 wa 12" FL IN(SW):665.72 I I TALL METAL HIGH PRESS 15� �-So MH 6�`� RIM 675 98 12 FL DO E):671.98 _ 2 FL IN(S):672.18 '12 FL IN(N):672.18 LFLFi e J.. 0' / c� yt 1 �r SD MH 5 ,RIM:68667 112" FL OUT(N) r 12" FL IN(W):6 12" FL IN(S):6 --aoa 1I STREET SIGN ,. o i 179' -z ti 1 I " \ DITCH INLET 1 RIM'690.45 I W' 1 o { I w 12" FL OUT(N)-61 w NN 492 �W K)'I X51 � \ O 5 4 , a Z o OO M 4WI �. 1 O I_ GRAPHIC SCALE 20 0 10 20 40 I IN FEET ) L 1000 IL 000 SD MH 2 RIM:693.94 36" FL OUT(N):fi87.59 36" FL IN(S):68780 00 NILE 0.50' I -5.00'4.50'-j5- 20.00' �S - 1-4.50'+5.00'-�k0.50' TYPICAL ROAD CROSS-SECTION (A -A) (NOT TO SCALE) ranch ENGINEERING= Since 1977 civil • transportation structural " geotechnical S U R V E Y I N G 310 5m Street Springfield, OR 97477 p: 541 J46.0637 www. Branch En9i neerin9.cpm REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30, 2023 project title: BRED PROFe �'4 tY691bZPE 9 DIGITALLY SIGNED OREGON rP RY EXPIRES: DECEMBER 30, 2023 revisions: date: JUNE 30, 2022 drawn by: AWMS designer: RC project no: 21-287 TENTATIVE SUBDIVISION SITE PLAN sheet: 2 J a Z o OO M > O J DO _ x N V m �- J = z 0 L LJ N O t- w W L= o 1 GO L'rl In Q ® LL 110 Z - V) Z rn Wx-'T af F- LQ N d W r 00 Lf) revisions: date: JUNE 30, 2022 drawn by: AWMS designer: RC project no: 21-287 TENTATIVE SUBDIVISION SITE PLAN sheet: 2