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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/30/2022LEGEND CURVE J LENGTH CONTOUR LINE DELTA CURB EM ®® BW SOIL MAPPING DELINEATION 7777 777( 777 RECORDED PLAT BOUNDARY t•— GRAVEL o I CAMELLIA CONCRETE i� EDGE OF PAVEMENT FENCE " " STREET LIGHT T WATER LINE bFl WATER VALVE N y SANITARY LINE SANITARY MANHOLE ----{E}G- GAS LINE ----{F}SD STORMWATER LINE so STORMWATER. MANHOLE [01 STORMWATER CURB INLET (e?` COMMUNICATION LINE LOW VOLTAGE VAULT TELEPHONE RISER —'-fF.)cpo OVERHEAD WIRES ----(e}t:--- UNDERGROUND ELECTRIC LINE BUSHES OR SHRUBS s I, EVERGREEN TREE DECIDUOUS TREE EVERGREEN TREE fl� TO BE REMOVED 6� DECIDUOUS TREE + TO BE REMOVED t1- 4goo ■ s WIRE FENCE WIRE FENCE — q3C 0 iL r'pp0 91 S89 -57'13 "E 3. I-- 20. ® CURB INLET 1 ® RIM. 705.93 8" FL OUT(S):703.93 01 8" FL OUT(NW):701.55 (5):701.7Itt%Y 8" FL I 2 S 'END' AND 'NO PARKINGSIGN ■ TO BE REMOVED I HIL, SD MH 1 — SOUTH RIM:706.99 8" FL OUT(NW).701.76 8" FL IN(S):701.80 St• T 8" FL IN(N).701.80 *u } a �I Y I copyright C 2012 Branch Engi nee ring, l nc TALL METAL HALIDE HIGH PRESSURE IIUM STREET LIGHT WIRE FENCE OWNER Bc APPLICANT: 836 S 70TH, LLC 939 RIVERSTONE LANE SPRINGFIELD, OREGON 97477 CURVE TABLE CURVE J LENGTH RADIUS DELTA CHORD Cl 119.3,514,122.59101-39'32-1 I I� NOI'40'57 E, 119.35 SITE INFORMATION: ADDRESS: 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 41039CI 167F EFFECTIVE DATE JUNE 1, 1999) 3. THE SITE IS LOCATED ENTIRELY OUTSIDE THE 99 -YR TOT ZONE OF CONCENTRATION (SEE THE CITY OF SPRINGFIELD WELLHEAD PROTECTION AREAS MAP) 4. BOUNDARY SHOWN HEREON WAS CALCULATED BY 808 HINES, PLS DURING THE PROPERTY LINE ADJUSTMENT PROCESS 5. SOILS ON SITE So, 52D - HAZELAIR SILTY CLAY LOAM 5.b. 127C - URBAN LAND-HAZELAIR-DIXONVILLE COMPLEX 6. 5' DEEP TEST PITS WERE DUG THROUGHOUT THE SITE AND NO BEDROCK LAYER WAS FOUND* Z 5' DEEP TEST PITS WERE DUG THROUGHOUT THE SITE AND NO GROUNDWATER WAS FOUND- -SEE -SEE THE ASSOCIATED GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS ISE N0C t1� e',g g40 IL 4600 FWIRE FENCE GRAPHIC SCALE 20 O 10 20 40 IN FEEL ) IL WIRE FENCE F X14 441,@� ,44� .� 6' WOOD \ ----- , 6------------ =----S88'58'40"W ssib t g• - A � 6 nti _ T-116 cVL 12 EVFRGR EN' 20" -"1VFRG,Rci �0 N e t It _ � 7 OS ._896— ��) iff E;V£RGO° EN J_._.� sty F --� !�,,-• _. A 3' EVERORFE i ,., � TAX LOT 4300 / 4 { \. \\ r 1 76,693 SF (1.76 ACRES) 1a, � \ ` \ __..698 025 -.598 2J° 700 \Y GO�rc0�22D '- .. S8722'5 f E 87.58_ i '-IT -702 - _ is 2J m' 4200 a a 5T i a 0 � I I� ! o I CAMELLIA ST i� MH 3 ISD RIM -672.32 ,,36 FL OUT(N):663.69 Z 36" FL IN(S):663.72 4> 36" FL IN(E):664.09— N y O I y �'30' TALL METAL HAL \ 4 B"';1FOR HIGH PRESSURE 1 pill -1 00NN1E �! t I _ IL ° 60 1 �l 2J__678- �I I r CHAIN LINK FENCEt Y. TO BE REMOVEDi/f7 lj IVB�I I i�! 682- e I 2O 00' ^ 684- - _I 1000 Y 11 I fr .I' yl cu'LY £R 6.r FL=685.52 } \ AV j If 12' GATE e \ I 17.9' All III CULVERT V FL=688.03 I � As - J WIRE FENCE TO BE REMOVED Co ti 10' GATE TO BE REMOVED I WIRE FENCE TO BE REMOVED X p __ L 0 v_ I 710- -.. _ WIRE FENCE I � � r � \ Ess YQ I � o � WW MH 2 A3E \ RIM:70245 10” FL OUT(N) 30 10" FL lN(S):696.73 6" Jd r SD MH 2 RIM:693.94 36" FL OUT(N):687.59 36" FL IN(S):687.80 `c C x `l i,U\- T1P2 c�Ua�G�IYlStc��7 �C�a�ie-t,ve,• \ z)F 2- Bunch ENGINEERING= Since 197/ civil • transportation structural • geotechnical SURVEYING 310 Sth Street Springfield OR 97477 p'. 541 746 0637 ___._ .._... www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 6916215 EXPIRES; December 30, 2023 project title: ��RED PROF w`'�$�GIN� Fs 69'.62PE DIGITALLY SIGNED OREGON P '�o<kr EXPINFS: DECEMBER 30, 2023 a 5T i a a � m y CAMELLIA ST i� Xz pill -1 00NN1E �! t I _ IL ° 60 1 �l 2J__678- �I I r CHAIN LINK FENCEt Y. TO BE REMOVEDi/f7 lj IVB�I I i�! 682- e I 2O 00' ^ 684- - _I 1000 Y 11 I fr .I' yl cu'LY £R 6.r FL=685.52 } \ AV j If 12' GATE e \ I 17.9' All III CULVERT V FL=688.03 I � As - J WIRE FENCE TO BE REMOVED Co ti 10' GATE TO BE REMOVED I WIRE FENCE TO BE REMOVED X p __ L 0 v_ I 710- -.. _ WIRE FENCE I � � r � \ Ess YQ I � o � WW MH 2 A3E \ RIM:70245 10” FL OUT(N) 30 10" FL lN(S):696.73 6" Jd r SD MH 2 RIM:693.94 36" FL OUT(N):687.59 36" FL IN(S):687.80 `c C x `l i,U\- T1P2 c�Ua�G�IYlStc��7 �C�a�ie-t,ve,• \ z)F 2- Bunch ENGINEERING= Since 197/ civil • transportation structural • geotechnical SURVEYING 310 Sth Street Springfield OR 97477 p'. 541 746 0637 ___._ .._... www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 6916215 EXPIRES; December 30, 2023 project title: ��RED PROF w`'�$�GIN� Fs 69'.62PE DIGITALLY SIGNED OREGON P '�o<kr EXPINFS: DECEMBER 30, 2023 a � y CAMELLIA ST i� Xz K Z CASCADE DR N y O I Ori � H V I n FORSYTHIA ST S E ST `^ O r J 00 i x e„GG4OCR J m rn OR rn z fV N W O W W N 0 N L� o � e � y a V1 I— Q®W IV Z F W x IW ST oc � W 00 V) m VICINITY MAP NOT TO RILE pill -1 00NN1E �! t I _ IL ° 60 1 �l 2J__678- �I I r CHAIN LINK FENCEt Y. TO BE REMOVEDi/f7 lj IVB�I I i�! 682- e I 2O 00' ^ 684- - _I 1000 Y 11 I fr .I' yl cu'LY £R 6.r FL=685.52 } \ AV j If 12' GATE e \ I 17.9' All III CULVERT V FL=688.03 I � As - J WIRE FENCE TO BE REMOVED Co ti 10' GATE TO BE REMOVED I WIRE FENCE TO BE REMOVED X p __ L 0 v_ I 710- -.. _ WIRE FENCE I � � r � \ Ess YQ I � o � WW MH 2 A3E \ RIM:70245 10” FL OUT(N) 30 10" FL lN(S):696.73 6" Jd r SD MH 2 RIM:693.94 36" FL OUT(N):687.59 36" FL IN(S):687.80 `c C x `l i,U\- T1P2 c�Ua�G�IYlStc��7 �C�a�ie-t,ve,• \ z)F 2- Bunch ENGINEERING= Since 197/ civil • transportation structural • geotechnical SURVEYING 310 Sth Street Springfield OR 97477 p'. 541 746 0637 ___._ .._... www.BranchEngineering.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 6916215 EXPIRES; December 30, 2023 project title: ��RED PROF w`'�$�GIN� Fs 69'.62PE DIGITALLY SIGNED OREGON P '�o<kr EXPINFS: DECEMBER 30, 2023 revisions: date: JUNE 30, 2022 drawn by: AWMS designer RC project no: 21-287 TENTATIVE SUBDIVISION EXISTING CONDITIONS sheet: 1 ■ Z O O Ori V I O J 00 i x � J m rn rn z fV W O W W F' 0 L� o V1 I— Q®W lU Z 2Lz W x -, oc /M W 00 V) revisions: date: JUNE 30, 2022 drawn by: AWMS designer RC project no: 21-287 TENTATIVE SUBDIVISION EXISTING CONDITIONS sheet: 1 ■ PROPOSED EXISTING CONTOUR LINE �, 355'- CONTOUR LINE CONCRETE CURB RECORDED PLAT BOUNDARY CURB _ r- T GRAVEL �_ J GRAVEL EDGE OF PAVEMENT C CONCRETE -- FENCE EDGE OF PAVEMENT All "NO PARKING" SIGN, FENCE UNLESS NOTED OTHERWISE +-- STREET LIGHT STREET LIGHT -5D- STORMWATER LINE -""'1-)v WATER LINE SD STORMWATER MANHOLE D"0 WATER VALVE ® STORMWATER CURB INLET-(r)m- SANITARY LINE SANITARY LINE V SANITARY MANHOLE SANITARY MANHOLE -(E)G GAS LINE ESD . � SANITARY CLEANOUT -- () STORMWATER LINE -w- WATER LINE SD STORMWATER MANHOLE p� \-7= � WATER VALVE ® STORMWATER CURB INLET D /lA VISION CLEARANCE TRIANGLE �/ STREET TREE Flc1 ft�m°to L 4900 WIRE WIRE FENCE - 50p0 TI, S89'57'13 E J. 20.IX CURB INLET I - RIM:705.93 8" FL 0UF(S):703.93 j \TFJ. WW MH I 47 RIM:706.30 iE 8" FL OUT(NW):701.55 8" FL IN(S):701.72 c, /Q i L`w �? 32.3'- ' 714 30' TALL METAL HALIDE OR HIGH. PRESSURE `SODIUM STREET LIGHT 2012 Branch Engineering, Inc tl� 4100 1]:idl�a ---(r)T--- COMMUNICATION LINE ry LOW VOLTAGE VAULT AULI ® TELEPHONE RISER --(C0HeT---- OVERHEAD WIRES --;v)E---- UNDERGROUND ELECTRIC LINE BUSHES OR SHRUBS EVERGREEN TREE ?' DECIDUOUS TREE EVERGREEN TREE TO BE REMOVED DECIDUOUS TREE TO BE REMOVED CUTIFILL CUT.: 1220 CUBIC YARDS FILL: 190. CUBIC YARDS NOTES L THE UTILITIES SHOWN HEREON ARE COMPILED FROM ACOMBINATION 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 DEFERMINED DURING THE CONSTRUCTION PERMITTING PROCESS, AND THE LOCATION AND SPECIES OF THE STREET TREES WILL BE DETERMINED DURING THE DWELLING CONSTRUCTION PERMITTING PROCESS. J. 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. FT. THE VARIANCE REQUESTS THAT THE LOT SIZE BE REDUCED TO A MINIMUM OF 7,300 SQ. FT. THE SITE IS LESS THAN 15% AVERAGE SLOPE SO THE MINIMUM LOT SIZE WOULD BE 5,000 SQ. FT. 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 SOC 5.19-110(B)(4), ANY TREE SHOWN FOR REMOVAL HAS MORE THAN 30X 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-FEEF FROM THE INTERSECTION. 11. SIDEWALKS IN FRONT OF INDIVIDUAL LOTS TO BE INSTALLED AT THE TIME OF HOME CONSTRUCTION. k �EB OLC 000 DD tL ; tl- 48 WIRE FENCE - WIRE FENCE L' 4Yk c 7 � .-------------N89'29'30"W 21200---------- < E 0 4 � 6' WOOD k 6.86 A 1 CUllOL15 CURB IN \ C ?^' A _ E 1'al ,! 1.�+ �� R1M:6 �y� v12 FLOUT(E):6 DING _ I OK,. FO,, APPROXIMATE BUILDING ENVELOPES `pa+ 8" EVERGREEN / ICG, --- 8.9 OGS EACH IS 2,000 SF LEAVING THE 6R0 l t A i y •� S I o REMAINING BUILDABLE AREA FOR y. - I 4 - ed DRIVEWAYS, PATIOS, OR OUTBUILDINGS M - \ ` rY „ 1$ N: 8 R C,, t. u,, LAT 6 - / 7,456 SF (0.17 ACRES) - '. tr" EVERGREET' LOT 5 4 \ `� LOT 7 - --E9- . LOT 8 _ "-0' F'7ER:.Rc^€(0,172ACRES) 0,`06, \ j 7,447 SF o f`� i GLR \ 7,404 SF _ `� (0.17 ACRES) I , ( 7 ACRES), _ J 3.00' SLOPE EASEMENT ' IyL�Y Ee_FV - F 7.00 PUE '-� � �` 10.00 P l 10' EVEt`�rr E's ZOO' PUE AND SLOPE EASEMENT �- NT --3 _ s CURB INLET 3 16.5- -----_ A- =`� �` h �. \ N48'19'387E 138 �'I t l RIM.697.98.. �. �_a� 10".84 10 FL OUT(S):693.71:.I n -_ ^o _ \ 89.07 ti 4`- - r/-' N8T22'S1V/ 211.48 a -CURB INLET 5 ,• CM \ CURB INLET 2 \ ~ // r6s2.o0 0" ou s1ss4.os b - o 0RIM. 701.32 � � SD D--'-sp---� CURB INLET 4 2 o h,q 25 D---s0-G1696.10 p-_sD-- 12" FL DO -(E):697.30 j TC:69931 - SD MH 4 - - 1 ''°-RIM:693.98--� o---5 GL:698.81� RIM: 697.64 -ya TC69712 -10" FL OUT(S):688.66 � - 8.6% D-"D--so----sD--� sD----so--�s Tc6e7 -12" FL DUT(E):693.48, GL 696.62 s S" 69th PI,. - Kc WW MH 4 GL -681 / 12" FL IN(W):693.58 y_,4�, -_ 1 RIM:68Z48 z ' C 5 TC:699.70 10" FL IN(N):693.58 - -*W -w 10" FL OUT(N):682 92 • Ii / GL69920 WW MH 3 8" FL IN(W):683. 12W LOT Ao10" FL IN(S):682.92 FL OUT(E):689.47- - "- W W N8T22'S1V✓ 134.78 W aq, L:692,33 1.00' RESERVE STRIP .a WW CO 1�1 �8" FL IN(W):fi_89.57._--' __,_ = = 6250E _ .W �=. ry .. W .. GC68 �R�M900.82- 8 FL OUT(E):690.82,, '� /' "`--W A sz so- � � £ - / � � - ---_. 11'2251-E 87.58 -�_ ~^ L:70200 / / C6 7.00' PUE AND SLOPE EASEMENT '^- -y_ -2-FOOT RETAINING WALL. -Y,_. - - --- - _ / - -> 5.00' SLOPE EASEMENT • O� / .- r- - - - N -- " -%O,p_ 10.00' SLOPE EASEMENT -j -v 1 ' y - i TC:702.88 1200' TEMPO -� RARY GL:702.38 -702 -~ / CONSTRUCTION EASEMENT -y\ \ 2 a m . i LOT 3 1 I _ I 10.00' SLOPE EASEMENT a96, \moo -�k 7,569 SF Lor 2 -- LOT 7 (0.17 ACRES) 7,513 SF I . -„ 7,342 SF i (0.17 ACRES) (0.17 ACRES) I 4200 4'r 704 Z .z n 706.09 705.59 4P i w ro rd'.c. •`.p f �-,7.00' PUE LOT 4 7,488 SF -...` -704'__ r g (0.17 ACRES) �l04vC%� N \ n / a � WW MIT � 10" FL OUT(N)-6RIM702.4596.30 c 9 / _ t �r"`, q - __ _ 10" FL IN(S):696.73 vs!, E. / 1 FL IN(W):696.95 K D!es 4' N rccroH_ - 102 36 -54.99 62.56 .62.56 r tL 4102 n 0.104 0.50' SO MH 3 RIM -672.32 36" FL OUT(N):663.69 36" FL IN(S):863.72 36" FL IN(E):664.09 12" FL IN(SW):665.72 CURVE TABLE SO MH I 8" R:706.99 FL OUT(NW)W):701J6 TC.; HI 8" FL IN(S):701.80 GL; 8" FL IN(N):701.80 C7 119.35 4,122.59 01.3932" i L`w �? 32.3'- ' 714 30' TALL METAL HALIDE OR HIGH. PRESSURE `SODIUM STREET LIGHT 2012 Branch Engineering, Inc tl� 4100 1]:idl�a ---(r)T--- COMMUNICATION LINE ry LOW VOLTAGE VAULT AULI ® TELEPHONE RISER --(C0HeT---- OVERHEAD WIRES --;v)E---- UNDERGROUND ELECTRIC LINE BUSHES OR SHRUBS EVERGREEN TREE ?' DECIDUOUS TREE EVERGREEN TREE TO BE REMOVED DECIDUOUS TREE TO BE REMOVED CUTIFILL CUT.: 1220 CUBIC YARDS FILL: 190. CUBIC YARDS NOTES L THE UTILITIES SHOWN HEREON ARE COMPILED FROM ACOMBINATION 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 DEFERMINED DURING THE CONSTRUCTION PERMITTING PROCESS, AND THE LOCATION AND SPECIES OF THE STREET TREES WILL BE DETERMINED DURING THE DWELLING CONSTRUCTION PERMITTING PROCESS. J. 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. FT. THE VARIANCE REQUESTS THAT THE LOT SIZE BE REDUCED TO A MINIMUM OF 7,300 SQ. FT. THE SITE IS LESS THAN 15% AVERAGE SLOPE SO THE MINIMUM LOT SIZE WOULD BE 5,000 SQ. FT. 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 SOC 5.19-110(B)(4), ANY TREE SHOWN FOR REMOVAL HAS MORE THAN 30X 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-FEEF FROM THE INTERSECTION. 11. SIDEWALKS IN FRONT OF INDIVIDUAL LOTS TO BE INSTALLED AT THE TIME OF HOME CONSTRUCTION. k �EB OLC 000 DD tL ; tl- 48 WIRE FENCE - WIRE FENCE L' 4Yk c 7 � .-------------N89'29'30"W 21200---------- < E 0 4 � 6' WOOD k 6.86 A 1 CUllOL15 CURB IN \ C ?^' A _ E 1'al ,! 1.�+ �� R1M:6 �y� v12 FLOUT(E):6 DING _ I OK,. FO,, APPROXIMATE BUILDING ENVELOPES `pa+ 8" EVERGREEN / ICG, --- 8.9 OGS EACH IS 2,000 SF LEAVING THE 6R0 l t A i y •� S I o REMAINING BUILDABLE AREA FOR y. - I 4 - ed DRIVEWAYS, PATIOS, OR OUTBUILDINGS M - \ ` rY „ 1$ N: 8 R C,, t. u,, LAT 6 - / 7,456 SF (0.17 ACRES) - '. tr" EVERGREET' LOT 5 4 \ `� LOT 7 - --E9- . LOT 8 _ "-0' F'7ER:.Rc^€(0,172ACRES) 0,`06, \ j 7,447 SF o f`� i GLR \ 7,404 SF _ `� (0.17 ACRES) I , ( 7 ACRES), _ J 3.00' SLOPE EASEMENT ' IyL�Y Ee_FV - F 7.00 PUE '-� � �` 10.00 P l 10' EVEt`�rr E's ZOO' PUE AND SLOPE EASEMENT �- NT --3 _ s CURB INLET 3 16.5- -----_ A- =`� �` h �. \ N48'19'387E 138 �'I t l RIM.697.98.. �. �_a� 10".84 10 FL OUT(S):693.71:.I n -_ ^o _ \ 89.07 ti 4`- - r/-' N8T22'S1V/ 211.48 a -CURB INLET 5 ,• CM \ CURB INLET 2 \ ~ // r6s2.o0 0" ou s1ss4.os b - o 0RIM. 701.32 � � SD D--'-sp---� CURB INLET 4 2 o h,q 25 D---s0-G1696.10 p-_sD-- 12" FL DO -(E):697.30 j TC:69931 - SD MH 4 - - 1 ''°-RIM:693.98--� o---5 GL:698.81� RIM: 697.64 -ya TC69712 -10" FL OUT(S):688.66 � - 8.6% D-"D--so----sD--� sD----so--�s Tc6e7 -12" FL DUT(E):693.48, GL 696.62 s S" 69th PI,. - Kc WW MH 4 GL -681 / 12" FL IN(W):693.58 y_,4�, -_ 1 RIM:68Z48 z ' C 5 TC:699.70 10" FL IN(N):693.58 - -*W -w 10" FL OUT(N):682 92 • Ii / GL69920 WW MH 3 8" FL IN(W):683. 12W LOT Ao10" FL IN(S):682.92 FL OUT(E):689.47- - "- W W N8T22'S1V✓ 134.78 W aq, L:692,33 1.00' RESERVE STRIP .a WW CO 1�1 �8" FL IN(W):fi_89.57._--' __,_ = = 6250E _ .W �=. ry .. W .. GC68 �R�M900.82- 8 FL OUT(E):690.82,, '� /' "`--W A sz so- � � £ - / � � - ---_. 11'2251-E 87.58 -�_ ~^ L:70200 / / C6 7.00' PUE AND SLOPE EASEMENT '^- -y_ -2-FOOT RETAINING WALL. -Y,_. - - --- - _ / - -> 5.00' SLOPE EASEMENT • O� / .- r- - - - N -- " -%O,p_ 10.00' SLOPE EASEMENT -j -v 1 ' y - i TC:702.88 1200' TEMPO -� RARY GL:702.38 -702 -~ / CONSTRUCTION EASEMENT -y\ \ 2 a m . i LOT 3 1 I _ I 10.00' SLOPE EASEMENT a96, \moo -�k 7,569 SF Lor 2 -- LOT 7 (0.17 ACRES) 7,513 SF I . -„ 7,342 SF i (0.17 ACRES) (0.17 ACRES) I 4200 4'r 704 Z .z n 706.09 705.59 4P i w ro rd'.c. •`.p f �-,7.00' PUE LOT 4 7,488 SF -...` -704'__ r g (0.17 ACRES) �l04vC%� N \ n / a � WW MIT � 10" FL OUT(N)-6RIM702.4596.30 c 9 / _ t �r"`, q - __ _ 10" FL IN(S):696.73 vs!, E. / 1 FL IN(W):696.95 K D!es 4' N rccroH_ - 102 36 -54.99 62.56 .62.56 r tL 4102 n 0.104 0.50' SO MH 3 RIM -672.32 36" FL OUT(N):663.69 36" FL IN(S):863.72 36" FL IN(E):664.09 12" FL IN(SW):665.72 CURVE TABLE CURVE I LENGTH RADIUS DELTA CHORD C7 119.35 4,122.59 01.3932" NO1 "40'57E. 119.35 C2 49.64 4,122.59 00'4123" NO2.09'1I "E, 49.64 C3 68.71 4,122.59 00'57'23" NOI-19'5/"E, 58.72 C4 213.73 149.50 81'5436" N51.39.51 E, 195.98 C5 135.45 149.50 51'5436" N36'39'51 E, 130.86 C6 78.28 149.50 30'00'00" N77 -37.09"E, 77.39 C7 176,34 190.50 53'02'18" N66.06'00 E, 170.12 C8 103.05 190.50 30'59'42" N55'04'42"E, 101.80 C9 73,29 190.50 22'0236" N81'35'51 "E, 72.84 GRAPHIC SCALE 20 O 10 20 40 IN FEET) _ I -575 e COW* -SD MH6 RIM 675 98,0 12 FL OUT(NE) 671.98 1L -12 FL IN(S) 672 18 -U'12 FL IN(N):672.18 -s62 tr 1 09Y 011 - yl r &c / SD MH 5 /RIM686.67 ,12 FL OUT(N):582.52 112 FL IN(W):682.72 12 FL W(S)-682,72- AND STREET SIGN 17.9' ---:q ' ' DITCH INLET 1 RIM:690.45 12" FL OUT(N)& IL 1100 SO MH 2 f� IRIM:693.94 36" R OUT(N):68Z59 36" FL IN(S):68Z80 41.00, 0.1510' 0.150' 1 - � 4.50 �-I r- 20.I 0' �-I t 4.50 _ 1.5X CE TYPICAL ROAD CROSS-SECTION (A -A) (NOT TO SCALE) B anch ENGINEERING= Since 1977 civil " transportation structural " geotechnical �.SU RV E Y I NG 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Bran ch Eng ineering. cgm REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES- December 30. 2023 project title: ��RED PROFFS GIN* � �#69162PE DIGITALLY SIGNED OREGON o` Y FE EXPIRES: DECEMBER 30, 2023 revisions: date: JUNE 30, 2022 drawn by: AWMS designer: RC o: 21-287 project nTENTATIVE SUBDIVISION SITE PLAN sheer J Z o OO M O I DO x N D M Z N .. W N O H W V Lu O O I- C) 00 Fes- IL QoU C) Z 2 V) Z M LTJ x d- F 00 F 000 Lnn revisions: date: JUNE 30, 2022 drawn by: AWMS designer: RC o: 21-287 project nTENTATIVE SUBDIVISION SITE PLAN sheer