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HomeMy WebLinkAboutPlans Applicant 2/23/2024-'� SD MH RIM. -475.34 12" FL IN(S):472.02 12" FL IN(W):472.07 18" FL OUT(N):471.99 11- pVO 5 00001 vo '(I- 3100 5' WOOD D-" d � RIM. -475.44 8" FL IN(S):469.34 6" FL IN(E):470.19 8" FL OUT(N):468.78 I rnnvrinht n ?01 7 Rranrh Fnninaarinn Inr 104 �6600 pT 3 IL �4 00 .�2 �o 3.2 6.5 NW09270W 220.49 -478 r479 13.0 777777771 ~� % I CARPORT TO REMAIN •� SHOP ! GARAGE TO REMAIN 4 SEE NOTE 12 Ciac 4WOOD FENCEII 36" EVERGREEN u J a" 1L. 6300 �� ' 1 LED 80, 25 -FEET TALL 6' WOOD FENCE 38" EVERGREEN J J J CURB FLUSH WITH GRADE ---_ '� 'ELECTRICEASE , SUB J ' r MEN]' f `----(E)0HW--.-.-..__(c)o�iv�-- SEE NOTE 11. 1 � SEE NOTE 10. / I -479- 6' METAL FENCE ` SEE NOTE 9. 3X8" DECIDUOUS - II •. °11ro � � At II Ro 1 J� X CONCRETE STRUCTURES ' p° d 4' METAL FENCE •#� 15" DECIDUOUS ' I 4. 0" DECIDUOUS J N .5.0" EVERGREEN' 1 +� O -3X12" DECIDUOUS S00'09'27'� 209.55 DEAD END SIGN f (E)J m- (E)T ------ (E)T N t� T (E)T T (E)T SO MH_ RIM:478.80 (E)SD (E)SD (E)SISS CO- SD (E)S0 (E)S0 €n 18� FL IN(S):471.19 RI 478.15 18 FL OUT(NE):471.19 7ze_Ev7m- 6" FL OUT(E):471.03LIWtt# AIWA KINTZLEY AVENUE -(c)oHW (E)OHW (E)OHW- (E) W-(i_)c (E)OHW (E)OHW------(c)OH (E)OHW-(E)OHW (E)OHW (c)OHV Tti 2500 ¶- 240 \40�- 2300 SOT � LaT It 53164 SOT 40 65 00 I(1.166 apt S p04 0� * •�11Ro 12 FL OUT(N):473.85 SD CI -(OSD RIM:478.90 12" FL OUT(S):473.69 LE ocm RIM. -478.76 --12" FL IN(SW):471.14 12" FL OUT(N):471.090- STOP SIGN/SNS WW MH RIM. 478.81'\ ff 8" FL IN(S): 27" FL IN(W r (.327" FL OUT SD MH 51757 RIM:478.82 18" FL IN(S):468.32' w-72" FL IN(E):468.72 72" FL OUT(W):468.92 NOTE: WATER INUNDATED THE MANHOLE. LOCATION OF FLOWLINE OF PIPES MAY ! 8E INACCURATE. .66.49 :465.41 ):465.41 80, 20 -FEET TALL SD CI RIM:477.84 12" FL OUT(E):473.59 VICINITY MAP NOT TO SCALE LEGEND _ )D- ELEVATION CONTOUR STREET LIGHT RECORDED PLAT BOUNDARY SD STORM DRAIN MANHOLE BUILDING WASTEWATER MANHOLE C_C� POWER POLE CONCRETE �- SIGN, AS NOTED 4(!5+ FIRE HYDRANT GRAVEL WATER VALVE CO CLEANOUT BRICK PATIO M COMMUNICATION RISER GAS METER = CURB FA -Q MAILBOX (E)T UNDERGROUND COMMUNICATION LINES HVAC UNIT - --- t)o-- GAS LINE Ac (E)SD ---- STORM LINE a CURB INLET (E)OHW OVERHEAD WIRES GAS VALVE -----•-(E)WW WASTEWATER UNE WELL WATER LINE ® TIME OF TRAVEL © SEPTIC TANK DELINEATION a n SOIL MAPPING DEUNEATION FENCE DECIDUOUS TREE EDGE OF ASPHALT - CITY LIMITS TL TAX LOT �- EVERGREEN TREE VISION CLEARENCE TRIANGLE HEDGE 1-2 FOOT RETAINING WALL SNS STREET NAME SIGNS TREE TO BE REMOVED BENCHMARK: ZONING: _ 30.00 DECEMBER 13, 2023 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88) OWNER/APPLICANT SOILS TERESA SCHOONOVER SOIL MAPPING BASED ON THE NATURAL RESOURCES CONSERVATION SERVICE WEB 1010 KINTZLEY AVENUE, SOIL SURVEY. SPRINGFIELD, OR, 97478 I A $ J0 W a J a ADDRESS. 1010 KINTZLEY AVENUE SPRINGFIELD, OR 97478 IBJ d 48.3 36,501 SQ. FT. 0.84 ACRES Jl J � 015 ��DEN it la 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE JJ FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO SD Cl RIM:478.85 mE)SO " It 53164 SOT 40 65 00 I(1.166 apt S p04 0� * •�11Ro 12 FL OUT(N):473.85 SD CI -(OSD RIM:478.90 12" FL OUT(S):473.69 LE ocm RIM. -478.76 --12" FL IN(SW):471.14 12" FL OUT(N):471.090- STOP SIGN/SNS WW MH RIM. 478.81'\ ff 8" FL IN(S): 27" FL IN(W r (.327" FL OUT SD MH 51757 RIM:478.82 18" FL IN(S):468.32' w-72" FL IN(E):468.72 72" FL OUT(W):468.92 NOTE: WATER INUNDATED THE MANHOLE. LOCATION OF FLOWLINE OF PIPES MAY ! 8E INACCURATE. .66.49 :465.41 ):465.41 80, 20 -FEET TALL SD CI RIM:477.84 12" FL OUT(E):473.59 VICINITY MAP NOT TO SCALE LEGEND _ )D- ELEVATION CONTOUR STREET LIGHT RECORDED PLAT BOUNDARY SD STORM DRAIN MANHOLE BUILDING WASTEWATER MANHOLE C_C� POWER POLE CONCRETE �- SIGN, AS NOTED 4(!5+ FIRE HYDRANT GRAVEL WATER VALVE CO CLEANOUT BRICK PATIO M COMMUNICATION RISER GAS METER = CURB FA -Q MAILBOX (E)T UNDERGROUND COMMUNICATION LINES HVAC UNIT - --- t)o-- GAS LINE Ac (E)SD ---- STORM LINE a CURB INLET (E)OHW OVERHEAD WIRES GAS VALVE -----•-(E)WW WASTEWATER UNE WELL WATER LINE ® TIME OF TRAVEL © SEPTIC TANK DELINEATION a n SOIL MAPPING DEUNEATION FENCE DECIDUOUS TREE EDGE OF ASPHALT - CITY LIMITS TL TAX LOT �- EVERGREEN TREE VISION CLEARENCE TRIANGLE HEDGE 1-2 FOOT RETAINING WALL SNS STREET NAME SIGNS TREE TO BE REMOVED BENCHMARK: ZONING: ELEVATIONS ARE BASED ON RIK GPS OBSERVATIONS TAKEN ON ZONING: Ri DECEMBER 13, 2023 USING THE OREGON REAL-TIME GEODETIC NETWORK AND GEOID 12A(NAVD88) OWNER/APPLICANT SOILS TERESA SCHOONOVER SOIL MAPPING BASED ON THE NATURAL RESOURCES CONSERVATION SERVICE WEB 1010 KINTZLEY AVENUE, SOIL SURVEY. SPRINGFIELD, OR, 97478 24 - CHAPMAN LOAM, DEPTH TO WATER TABLE > 80" SITE INFORMATION: 29 - CLOQUATO SILT LOAM, DEPTH TO WATER TABLE > 80" ADDRESS. 1010 KINTZLEY AVENUE SPRINGFIELD, OR 97478 AREA: 36,501 SQ. FT. 0.84 ACRES NOTES: 1. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS -BUILT DRAWINGS AND UTILITY LOCATE MARKS. NO CER77RCA77ON IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 2. ALL DISTANCES SHOWN ARE IN FEET. 3. BEARINGS BASED ON OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 4. THE NEAREST BUS STOP IS AT THE INTERSECTION OF MAIN AND SOUTH 32ND STREETS, APPROXIMATELY 4,000 FEET FROM THE SITE. THIS STOP IS SERVED BY ROUTE 11. 5. ACCORDING TO THE CITY'S WELLHEAD PROTECTION MAPPING THE SITE IS INSIDE THE 2 & 5 -YEAR ZONES OF CONCENTRATION. 6. ACCORDING TO THE CITY'S WATER QUALITY LIMITED WATERCOURSE MAP ADOPTED IN JULY 2019, THIS SITE FALLS OUTSIDE OF ANY RIPARIAN BUFFER SETBACK. Z THE SITE LIES OUTSIDE OF ANY WETLAND MAPPING PER CITY OF SPRINGFIELD WERAND MAP ADOPTED MAY, 2019. 8. FOUR TREES 5" OR MORE DBH ARE BEING REMOVED AS PART OF THIS APPLICATION. 9. SEPTIC TANK TO BE REMOVED. LOCA770N OF SEPTIC TANK IS ASSUMED BASED ON CLIENT'S DESCRIPTION. DR41NFIELD 1S UNDETECTABLE NO RECORDS WERE FOUND INDICA77NG ITS LOCATION. CLIENT BELIEVES 1T UES ON THE SOUTHERLY SIDE OF THE PROPERTY. ALL SANITARY WORK, INCLUDING NEW CONNECTION TO CITY SEWER & SEPTIC REMOVAL TO BE PERFORMED BY A PLUMBER UNDER A BUILDING PERMIT. 10. WELL TO REMAIN FOR IRRIGATION PURPOSES ONLY C�7 Cj4� 11. UTILITY POLE TO BE REMOVED. ALL ELECTRICAL UTILITIES TO BE PLACED UNDERGROUND. 1 CLIENT TO COORDINATE WITH SUB ELECTRIC. 12. GARAGE TO BE REMOVED. UNTIL GARAGE IS REMOVED ALL PARCELS THAT ENCOMPASS A PORTION OF THE GARAGE WILL REMAIN IN COMMON OWNERSHIP. �p6 _ranc EfGINEERING. Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com I REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30, 2025 project title: � rtR�FFssi #69162PE'� DIGITALLY SIGNED OREGON `9yUARY 10, ti X� SFE Expires: December 30, 2025 Z ce -� W CL Z O DZ O -o QVo o 00 w 00 W Q .Liz d- tA w N - li w O F (� O N � 1 N W OZ z 00 Z V W O Z O �u�r� �_ r - date: FEBRUARY 22, 2024 drawn by: JRW designer: AWMS project no: 23-108 EXISTING CONDITIONS sheet: SD MH RIM:475.34 12" FL IN(S):475.34 12" FL IN(W):472.07 18" FL OUT(N):471.99 SD (E)SD RIM:475.44 8" FL IN(S):469.34 6" FL IN(E):470.19 8" FL OUT(N):468.78 )pyright © 2012 Branch Engineering, Inc. T J,�T 0 5 'fL 3700 r MpU NEW IMPROVEMENTS 0.5' 5' S' 5' WOOD FENCE M Ti- 2500 36" 1 24' EXISTING IMPROVEMENTS -�---- VARIES 13.5' SECTION VIEW A A 00 11 65 3 6q.00 6300 0 SOT OT 2 � � � LED 8Q 25 -FEET TALL 7 WOOD FENCE N00'O9'2701N 220.49 110.6044' _ F478- b -,109.89 OUTBUILDING TO REMAIN 38" EVERGREEN SHOP TO REMAIN PARCEL 1 _ • a 8,569 SF (0.20 ACRES) A'EXISANG 10 00,SUB ,� ELECTRIC SUS NT 6 METAL FENCE 4" F 473.00 k p 111 ' N � HOUSE o n TO REMAIN a O 0 N D o� 111 N s --�= -- -- -- -- N00'09'27"W 109.89 PARCEL 3 ti s -- -- -- -- f 18,339 SF (0.42 ACRES) � . -. o M .. `� 2 PROPOSED VARIABLE WIDTH J PRIVATE JOINT USE ACCESS ' 1 a & UTILITY EASEMENT 18 0o N PARCEL 2 � 9,593 SF (0.22 ACRES) o SS CO i �1 a � � � •. •' _ RIM:478 491 '4 FL 472.00f" �¢ '4' METAL FENCE \ SS CO d� PROPOSED >� RIM:479.16 1 C, ` 7.00' PUE � "� / � ' �" FL 472.00 ti `"110.60 SOO'09•.27N E 209.55 u , 18.0, • ° e ` ° 18.0 D/W , SD MH- RIM.478.80 18" F IN(S):471.19 E) (E SI)- (E)S0 E)SD (E)SESS -DEAD END SIGN )Sp cn " o � RIM:478. f 5 TO BE RELOCATED �' 18 F OUT(NE):471.19 c6 " FL OUT(E):471.03 N' SD MH RIM3 KINTZLEY AVENUE 0 (E)SD-12" FL8 IN(SW):471.14 12" F OUT(N):471.090 G E G e G--•---{E)G•-----�-(E)G------�(E)G----(E)G (E G ® t --meg• .�... ! y E)G \ %'!OpOSED M r z 7.00' pUE •� 4 m Ito 48.3 . STOP SIGN -(E) w-(E)0*---(E)0Hw (E)0Hw (E)0H (E)OHW-(E)OHW (E)OHW--------(E)OHW (E)OH)G- 2500 \ GFJ SD CIISO_- _tE)st RIM:478.85 12" F OUT(N):473.85 l a I ^ WW MH �RIM:478.81 27" FL IN(W c 27" FL OUTI (�,8" AFL IN(W r LSD MH 51757 18" FL IN(S):468.32 ) -72" F IN(E):468.72 72" FL OUT(W):468.92 NOTE. WATER INUNDATED �) ..._THE MANHOLE. LOCATION OF FLOWLINE OF PIPES MAY BE INACCURATE r 160 5 0 IL S 5� 66 HP�� RO A0� SO CI RIM. -478.90 12" FL OUT(S):473.69 a 65.41 SD CI 465.41 RIM. -47Z84 •66.49 12" FL OUT(E):473.59 LED 80, 20 -FEET TALL DENSITY NOTE LEGEND EXISTING ELEVATION CONTOUR RECORDED PLAT BOUNDARY BUILDING 'd ` 9 CONCRETE GRAVEL BRICK PA770 1-2 FOOT RETAINING WALL CURB (E)r UNDERGROUND COMMUNICATION LINE - •..- --- -(E)G - ---- GAS LINE (E)S0 STORM LINE (E)OHw OVERHEAD WIRES --(E)WW WASTEWATER LINE -(E)W- WATER LINE a TIME OF TRAVEL DELINEATION SOIL MAPPING DELINEATION FENCE EDGE OF ASPHALT - CITY LIMITS TL TAX LOT VISION CLEARENCE TRIANGLE STREET LIGHT D STORM DRAIN MANHOLE WASTEWATER MANHOLE c Q, POWER POLE !_ SIGN AS NOTED 46+ FIRE HYDRANT WATER VALVE D COMMUNICATION RISER c GAS METER AMC HVAC UNIT ® CURB INLET WELL DECIDUOUS TREE i EVERGREEN TREE THE MINIMUM DENSITY FOR R1 1S 6 DU/ACRE. SINCE THE S17E IS 0.84 ACRES AT LEAST 5 DWELLING UNITS ARE REQUIRED (ROUNDING PER SDC J Z235(A)). FIVE DWELLING UNITS CAN BE ACCOMPLISHED VIA INSTALLATION OF DUPLEXES ON BOTH PARCELS 1 AND 2. THIS IS ONE OPTION PRESENTED TO ESTABLISH FEASIBILITY. IT IS NOT INTENDED TO BE A GUARANTEE OF HOW DENSITY WILL BE ACCOMPLISHED. S17E DEVELOPMENT MAY OCCUR DIFFERENTLY SO LONG AS FEASIBILITY OF LONG TERM COMPLIANCE WITH 6 DU/ACRE IS MAINTAINED. STORMIKATER: PROPOSED ASPHALT CONCRETE CURB G GAS LINE ---SD-----SD-- STORM WATER ww WASTEWATER UNE w WATER UNE ® GAS METER ® CLEANOUT #-� RR WATER METER STREET LIGHT AI NEIGHBORHOOD MAILBOX D/W DRIVEWAY - - BUILDING SETBACK LINE EDGE OF ASPHALT o DECIDUOUS TREE WITH THE TYPE OF SOILS THAT HAVE BEEN MAPPED BY THE NRCS, IT IS ASSUMED THAT THE SOILS ONSITE HAVE A HIGH INFILTRATION RATE DUE TO THIS, ALL THE RUNOFF FROM ANY DEVELOPMENT COULD INCLUDE INFILTRATION FACILITIES OR ROUTE TO THE PUBLIC STORMWATER SYSTEM TO THE NORTHEAST OF THE DEVELOPMENT WITHIN JASPER ROAD. NO FLOW OR FLOOD CONTROL SYSTEMS ARE PROPOSED. NOTES: 1. DEVELOPER TO COORDINATE WITH SUB WATER & ELECTRIC FOR FINAL LOCATIONS OF WATER AND ELECTRICAL FACILITIES. 2. ALL NEW UTILITIES TO BE PLACED UNDERGROUND. J. EACH PARCEL WILL BE RESPONSIBLE FOR ITS OWN STORMWATER DISCHARGE AND TREATMENT. 4. THE MINIMUM NUMBER OF STREET TREES REQUIRED ALONG JASPER ROAD IS SIX, THE MINIMUM NUMBER OF STREET TREES REQUIRED ALONG KINTZLEY AVENUE IS SEVEN. DUE TO THE LOCATION OF DRIVEWAYS AND STREET LIGHTS A MAXIMUM OF SIX TREES CAN BE PLANTED ALONG KINTZELY AVENUE. DUE TO THE LACK OF A PLANTER STRIP & THE UTILITY EASEMENTS ALONG JASPER ROAD, THE PLACEMENT OF STREET TREES 1S INFEASIBLE. 5. NO BUILDINGS, STRUCTURES, TREES OR OTHER OBSTRUCTIONS SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. 6. EXTENSION OF UTILITIES TO THE BACK OF THE PROPOSED PUBLIC UTILITY EASEMENT, SIDEWALK, CURB & GUTTER, ASPHALT WIDENING, STREET LIGHT AND ANY RELOCATION OF PUBLIC OR FRANCHISE U77LITIES OR STRUCTURES TO BE COORDINATED THROUGH THE CITY OF SPRINGFIELD PUBLIC IMPROVEMENT PROCESS. DRIVEWAYS AND UTILITY EXTENSIONS WITHIN THE PARCELS WILL BE CONSTRUCTED THROUGH A BUILDING PERMIT. _rant ENGINEERING. Since 1977 civil • transportation structural • geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 www. Branch Eng ineering.com REGISTERED PROFESSIONAL LAND SURVEYOR DIGITALLY SIGNED OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES. December 30. 2025 project title: RtDPR N�FFss� "y#69162PE�' DIGITALLY SIGNED OREGON, ��� SFE C\- Expires. `Expires: December 30, 2025 z J LJ z 0 O z -o O Vo 0 00 w 00 �` m=)N Q �j Z d- WtA�-WN � W � �' N W O J p N _J N(" W p Z L.L ZoC06VU W -oz r- Cie o, LLM �-G 0 0 - date: FEBRUARY 22, 2024 drawn by: J RW designer: AWMS project no: 23-108 TENTATIVE PARTITION sheet: