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HomeMy WebLinkAboutPlan, Tentative APPLICANT 10/13/2020LAND PARTITION PLAT NO. HOLLY SPRINGS LOT 13 I LOT 12 I LOT 11 DOTIE DRIVE ,, a? — [S 89.18'19" E 149.91] 0 Z " — [(S 89'18'10" E 150.00')] 60.00' 1 ROW 30.00' Ld z n V) Z Z r, 0 N 0 N m W W I z�a O 688 cn yz I W z, Q o IR I n VARIABLE WIDTH PRIVATE ACCESS/ UTILITY EASEMENT AND MAINTENANCE AGREEMENT - REF. 3 TAX LOT 103 PARCEL A AS DESCRIBED IN EXHIBIT "B" DEED REF. 2 ADJUSTED BOUNDARY PER REFERENCE 2 (S 89'18'10" E 83.80') �1 PARCEL 1 6000 SQ. FT. --}------ -------F, g�i I I I � I PARCEL 3 o 4502 SQ. FT. I I o N I 5.00' PRIVATE I e 10.00' UTILITY EAS EASEMENT I z I I N 89'18'10" W /6/6.20' 1 — — — - ORIGINAL BOUNDARY PRIOR TO 10' PROPERTY ONE ADJUSTMENT TAX LOT 102 PARCEL B AS DESCRIBED IN EXHIBIT "C" o DEED REF. 2 N O W � N n O N PARCEL 2 0 4978 SQ. FT. ti I \ \ 83.80' INITIAL\ _ [100.00'] POINT [(N 89'18'10" W 150.00')] LOT 1 CITY OF SPRINGFIELD CASE NO. 811-20-000005-TYP2 ASSESSOR'S MAP 17-03-33-11 TAX LOT 102 CANNON iPF605 PLOTTER, CANNON PFI-102MBK INK, RIJB24-36 INKJET BOND [50.00] LOT 2 7.00' PUE oLOT 4 LOT 3 SCALE 1" = 20' 0 10 20 40 RECORDED DATE: COUNTY CLERK BY: PARTITION PLAT FOR TWENTY, LLC NE 1/4, SECTION 33, T. 17 S., R. 3 W., W. M. SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 12, 2020 REFERENCES 1. HOLLY SPRINGS RECORDED NOVEMBER 22, 2019 DOCUMENT NO. 2019-053560 LANE COUNTY OREGON DEEDS & RECORDS 2. DECLARATION OF PROPERTY LINE ADJUSTMENT RECORDED MARCH 2, 2020 DOCUMENT NO. 2020-010418 LANE COUNTY OREGON DEEDS & RECORDS 3. DECLARATION OF PRIVATE ACCESS/UTILITY EASEMENT AND MAINTENANCE AGREEMENT RECORDED 2020 DOCUMENT NO. 2020 - LANE COUNTY OREGON DEEDS & RECORDS LEGEND 0 FOUND 5/8" REBAR WITH A PLASTIC I.D. CAP STAMPED "EGR & ASSOC.- PER HOLLY SPRINGS (REF. 1) FOUND 5/8" REBAR WITH AN ALUMINUM CAP STAMPED "EGR & ASSOC." PER HOLLY SPRINGS (REF. 1) 0 SET 5/8" X 30" REBAR WITH A YELLOW PLASTIC I.D. CAP STAMPED "TOLBERT LS 2813" ❑ COMPUTED POSITION. NO MONUMENT FOUND OR SET [ ] DATA OF RECORD PER REFERENCE 1 ( ) DATA OF RECORD PER REFERENCE 2 PUE PUBLIC UTILITY EASEMENT MEASURED EQUALS RECORD UNLESS OTHERWISE NOTED EXPIRES: JUNE 30, 2022 PAGE 1 OF 2 LAND PARTITION PLAT NO. NARRATIVE THIS SURVEY WAS PERFORMED AT THE REQUEST OF THE OWNER TO PARTITION THAT CERTAIN TRACT OF LAND DESCRIBED IN EXHIBIT "C" OF THAT CERTAIN DECLARATION OF PROPERTY LINE ADJUSTMENT (SEE REFERENCE 2) WHICH WAS APPROVED PER CITY OF SPRINGFIELD CASE No: 811-19-000281. SAID PARTITION WAS GRANTED APPROVAL PER CITY OF SPRINGFIELD CASE NO. 811-20-000112—TYP2. THE SUBJECT PROPERTIES INVOLVED IN THESE LAND USE CASES ARE BORDERED BY ANDERSON LANE TO THE WEST, DOTIE DRIVE TO THE NORTH AND HOLLY SPRINGS (REF. 1) TO THE EAST AND SOUTH. MONUMENTS RECOVERED PER SAID HOLLY SPRINGS WERE ACCEPTED FOR THE PURPOSE OF ESTABLISHING THE EXTERIOR BOUNDARIES OF THE SUBJECT PROPERTIES. THE BASIS OF BEARINGS WAS ESTABLISHED BETWEEN FOUND MONUMENTS REFERENCING THE NORTHWEST CORNER OF LOT 1, HOLLY SPRINGS AND THE SOUTHEAST CORNER OF ANDERSON LANE & DOTIE DRIVE. THE SUBJECT PROPERTY WAS THEN PARTITIONED AT THE DIRECTION OF THE OWNER AND IN ACCORDANCE WITH THE PRELIMINARY PLAN. SURVEYOR'S CERTIFICATE I, LLOYD L. TOLBERT, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE HEREON DESCRIBED PLAT, AND THAT THE INITIAL POINT IS REFERENCED BY A 5/8 INCH REBAR WITH A PLASTIC I.D. CAP STAMPED "EGR & ASSOC." AS DESCRIBED AND SHOWN HEREON. BEGINNING AT A POINT ON THE EASTERLY MARGIN ANDERSON LANE, SAID POINT BEING THE NORTHWEST CORNER OF LOT 1, HOLLY SPRINGS, RECORDED NOVEMBER 22, DOCUMENT NO. 2019-053560, LANE COUNTY OREGON DEEDS AND RECORDS; THENCE ALONG SAID EASTERLY MARGIN NORTH 00'41'50" EAST 71.60 FEET; THENCE LEAVING SAID EASTERLY MARGIN BEARING SOUTH 89'18'10" EAST 83.80 FEET, THENCE NORTH 00'41'50" EAST 71.60 FEET TO THE SOUTHERLY MARGIN OF DOTIE DRIVE, THENCE ALONG SAID SOUTHERLY MARGIN OF DOTIE DRIVE SOUTH 89'18'10" EAST 66.20 FEET, THENCE LEAVING SAID SOUTHERLY MARGIN BEARING SOUTH 00'41'50" WEST 143.20 FEET; THENCE NORTH 89'18'10" WEST 150.00 FEET TO THE POINT OF BEGINNING, ALL IN SPRINGFIELD, LANE COUNTY, OREGON. LLOYD L. TOLBERT L.S. NO. 2813 CITY OF SPRINGFIELD CASE NO. 811-20-000005—TYP2 ASSESSOR'S MAP 17-03-33-11 TAX LOT 102 CANNON iPF605 PLOTTER, CANNON PFI-102MBK INK, RIJB24-36 INKJET BOND PARTITION PLAT FOR TWENTY, LLC NE 1/4, SECTION 33, T. 17 S., R. 3 W., W. M. SPRINGFIELD, LANE COUNTY, OREGON OCTOBER 12, 2020 APPROVALS. CITY OF SPRINGFIELD, PLANNING DIRECTOR DATE CITY OF SPRINGFIELD SURVEYOR DATE RECORDED DATE: COUNTY CLERK FIN OWNER'S DECLARATION KNOWN ALL PEOPLE PRESENTS THAT TWENTY, LLC IS THE OWNER OF THE LAND HEREON DESCRIBED AND DID CAUSE THE SAME TO BE PARTITIONED AS HEREON SHOWN ACCORDING TO THE PROVISIONS OF THE OREGON REVISED STATUTES, CHAPTER 92 AND DO DEDICATE TO THE PUBLIC FOREVER A SEVEN (7) FOOT WIDE PUBLIC UTILITY EASEMENT AND DO CREATE A FIVE (5) FOOT WIDE PRIVATE UTILITY EASEMENT ACROSS PARCEL 3 TO SERVE PARCEL 2 AS SHOWN AND NOTED HEREON AND DO ALSO CREATE BY SEPARATE DOCUMENT A PRIVATE JOINT ACCESS/UTILITY EASEMENT AND MAINTENANCE AGREEMENT OF VARIABLE WIDTH ACROSS PARCELS 1, 2, 3 AND THAT CERTAIN TRACT OF LAND DESCRIBED IN EXHIBIT "B" IN THAT PROPERTY LINE ADJUSTMENT DEED RECORDED MARCH 3, 2020, DOCUMENT NO. 2020-010418, LANE COUNTY OREGON DEEDS AND RECORDS TO SERVE PARCELS 2 AND 3 BY SEPARATE DOCUMENT AS SHOWN AND REFERENCED HEREON. T. DEAN HANSEN, MEMBER LANE COUNTY ASSESSOR DATE TWENTY, LLC ACKNOWLEDGMENT STATE OF OREGON COUNTY OF LANE SS THERE APPEARED BEFORE ME, A NOTARY PUBLIC IN AND FOR THE SAID STATE AND COUNTY, THE HEREON NAMED T. DEAN HANSEN, ACTING IN HIS CAPACITY AS MEMBER, TWENTY, LLC AN OREGON LIMITED LIABILITY COMPANY, KNOWN TO ME OR PROVED BY SATISFACTORY EVIDENCE TO BE THE SAME PERSON WHO EXECUTED THE DECLARATION HEREON SHOWN, AND ACKNOWLEDGED THE SAME TO BE HIS VOLUNTARY DEED, IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND. EXPIRES: JUNE 30, 2022 SUBSCRIBED BEFORE ME THIS DAY OF 2020 SIGNATURE OF NOTARY NOTARY PUBLIC FOR OREGON COMMISSION NO. MY COMMISSION EXPIRES.,- PAGE XPIRES: PAGE 2 OF 2 OPAVING NOTES 1. CONST 3' WIDE CONCRETE VALLEY GUTTER PER DETAIL ON SHEET C-2.0 2. CONST 3" LEVEL 1 AC OVER 10" CRUSHED ROCK PRIVATE DRIVE. 3. CONST 20' WIDE CONCRETE RESIDENTIAL DRIVEWAY PER CITY OF SPRINGFIELD STD. DWG. 3-20. REFER TO SHEET C-2.0 FOR DETAIL WATER VALVE O WATER CONSTRUCTION NOTES I& ��� a. 500. CONST 1" PVC SCHEDULE 40 WATER LINE WITH WATER SERVICES ARE AVAILABLE ALONG DOTIE DRIVE. d SOLVENT WELD JOINTS. a CONTRACTOR SHALL COORDINATE WITH SUB WATER ON 501. CONST 11" PVC SCHEDULE 40 WATER LINE WITH IA WATER CONNECTION HOOKUPS AND BACKFLOW APPROVALS. SOLVENT WELD JOINTS. ADJACENT a C�7 kl 8a 3 Kyle Morris, Y �V i Digitally signed by Kyle Morris, PE EXISTING CURB LINE x P E Date: 2020.08.14 FENCE AP -A10 Al THE SITE IS DETERMINED TO BE OUTSIDE OF THE 99 YEAR H2O EXISTING 11:52:36 -07'00' i IX TC= � 44 a ' ea I& ��� a. STORMWATER I \ PLANTER u 438 Q d d .. \ 2. WATER SERVICES ARE AVAILABLE ALONG DOTIE DRIVE. d APPROXIMATE BOUNDARY a CONTRACTOR SHALL COORDINATE WITH SUB WATER ON mos E Q ° IA WATER CONNECTION HOOKUPS AND BACKFLOW APPROVALS. FFJ ADJACENT a C�7 kl 8a 3 .) EXISTING CURB LINE x - -X-X- EXISTING FENCE AP -A10 Al THE SITE IS DETERMINED TO BE OUTSIDE OF THE 99 YEAR EXISTING DUPLEX TAX MAP 17033311 TAX LOT 103 ° ea 'd ' °d d< °a° e d x a' e UNDERGROUND SOAKAGE TRENCH FOR PARCEL 3 ROOF -SIZE TO BE FINALIZED AT TIME OF PARCEL 3 BUILDING PERMITS - TO BE CONSTRUCTED WITH PARCEL 3 HOUSE PERMIT EXISTING FENCE •y°+ PARCEL 1 (6000 SF) d d a a :R �° xx EXISTING DUPLEX TAX MAP 17033311 < g OLE�AN TAX LOT 102 ° °. 2584 x v ELEC ME ERS e° a. e d a .. d°. METER a < d. ° AC=439.20 d 4 a d Ri X XX- LOT 1 HOLLY SPRING SUBDIVISION -EX STM 20.00' DRIVEWAY FOR PARCEL 2 ACCESS//UTILITY EASEMENT / S=2.00% TENTATIVE PARTITION PLAN FOR TWENTY LLC., PARTITION N.E.1/4 SEC.33, T.17S. R.3W.,W.M. TAX MAP 17-03-33-11, TAX LOTS 102 & 103 SPRINGFIELD, LANE COUNTY, OREGON 501 3.00' VALLEY GUTTER 500 ,TER METERS - 24.00' 3 FUTURE 3 DRIVEWAY FOR w PARCEL a p a' < 260 2793 LF S=2.00 FRAN. UTILITY STUBS FOR -_ PARCEL 3 i m ® ST CONSTRUCTION NOTES ® WW CONSTRUCTION NOTES 430. CONST INFILTRATION RAIN GARDEN PER DETAIL ON THIS SHEET. 250. CONST STD. CLEANOUT W/4" PLASTIC LID. 479. CONST 3" PVC STORM PIPE, SCHEDULE 40 WITH SOLVENT WELD 260. PLUG END OF PIPE W/4" MECHANICAL PLUG AND MARK JOINTS. WITH 2X4 BOARD. 279. CONST 4" PVC WASTEWATER PIPE, SCHEDULE 40 WITH SOLVENT WELD JOINTS. N TO EXISTING Y SEWER STUB TE FL=433.37 JI � NO GAS CE _ m d < a' d S EXISTING ELECTRICAL SECONDARY BOX EXISTING GAS SERVICE UTL FRAN. UTILITY CONDUITS 6 LF I FOR PARCEL 279 S2.00% I I I 2 PARCEL 3 (4502 SF) \ 5.00'irvP ate Sewer _ Easement 250 43�4,j3 VALLEY GUTTER GRADE SHALL BE ROLLED TO ALLOW DRAINAGE INTO RAIN GARDEN 223 SF PARCEL 2 (4978 SF) PIPE WITH MECHANICAL PLUG AC=438.80 LOT 2 HOLLY SPRING SUBDIVISION ' 7.00' P.U.E. 171►to► to] I&I 1. CONTOURS SHOWN ARE EXISTING TOPOGRAPHIC INFORMATION 2. THE PROPOSED DRIVEWAY IS PROPOSED TO SLOPE TOWARDS THE PROPOSED GRADING PLAN AS SHOWN. 3. ALL NEW SIDEWALKS AND DRIVEWAYS SHALL MEET CURRENT ADA REGULATIONS. 4. CONTRACTOR SHALL CONTACT CITY OF SPRINGFIELD FOR ALL REQUIRED INSPECTIONS FOR DRIVEWAY/SIDEWALK WORK. 5. CONTRACTOR SHALL ENSURE GRADING IS CONSTRUCTED TO PROVIDE DRAINAGE TO THE DESIGNED DISCHARGE LOCATIONS. UTILITY NOTES: EXISTING 6" SEWER STUB FROM DOTIE DRIVE IS AVAILABLE TO SERVE THE NEW HOMES ON PARCELS 2 AND 3. A PRIVATE 5' WASTEWATER EASEMENT IS PROPOSED TO SERVE THE SOUTHERN PARCEL 10" LEGEND 20' LOT 4 HOLLY SPRING 6' SUBDIVISION 2, 3" INLET PIPE FROM PARCEL FLAT BOTTOM 2 HOUSE 3.1 3'....;.. 8" DEPTH PORTED GROWI G MEDIUM OL nunuoro Tn ❑r/\\��\\�� -i \�� �� / 12" LOT 3 HOLLY SPRING SUMNISION OCK qHALL BE DRAIN IROCK 2 INFILTRATION RAIN GARDEN NTS N C�'J 2. WATER SERVICES ARE AVAILABLE ALONG DOTIE DRIVE. - . APPROXIMATE BOUNDARY a CONTRACTOR SHALL COORDINATE WITH SUB WATER ON mos E Q Y IA WATER CONNECTION HOOKUPS AND BACKFLOW APPROVALS. FFJ ADJACENT PROPERTIES C�7 kl 8a .) EXISTING CURB LINE z W O a STORMWATER NOTES: -X-X- EXISTING FENCE 1. THE SITE IS DETERMINED TO BE OUTSIDE OF THE 99 YEAR H2O EXISTING WATER MAIN W TIME -OF -TRAVEL ZONE OF THE WELLHEAD PROTECTION AREAS. Q EXISTING WATER METER 2. INFILTRATION RAIN GARDEN IS PROPOSED TO RECEIVE, SHEET C-1.0 1 OF 1 CONVEY, AND TREAT STORMWATER RUNOFF FROM ® EXISTING WATER VALVE THE SHARED DRIVEWAY AND PARCEL 2 IMPERVIOUS AREA. 3. INFILTRATION TEST WAS PERFORMED ONSITE AND MEASURED�� EXISTING FIRE HYDRANT INFILTRATION RATE WAS FOUND TO BE 15.8" PER HOUR. yIy( DESIGN RATE WAS TAKEN AS 6" PER HOUR PROVIDING A�8"WW EXISTING WASTEWATER SYSTEM SAFETY FACTOR OF 2.6. 4. INFILTRATION IS PROPOSED TO BE ONLY OUTLET FOR © EXISTING CLEANOUT STORMWATER RUNOFF FROM RAIN GARDEN. 5. INFILTRATION RAIN GARDEN TO BE 10' MINIMUM AWAY FROM ST 24"SD EXISTING STORM DRAINAGE SYSTEM FUTURE HOMES AND 5' FROM PROPERTY LINES. 6. INFILTRATION RAIN GARDEN IS SIZED TO RETAIN ® EXISTING CATCH BASIN 25 -YEAR FLOOD STORM EVENT. 7. SOAKAGE TRENCH IS PROPOSED TO BE CONSTRUCTED FOR EXISTING CURB INLET PARCEL 3 ROOF AREA IN APPROXIMATE AREA SHOWN. SIZE TO BE FINALIZED AT TIME OF PARCEL 3 BUILDING EXISTING TRANSFORMER PERMITS AS SIZE IS PRELIMINARY. 8. RAIN GARDEN SHALL BE PLANTED PER LANDSCAPE PLAN © EXISTING TELEPHONE PEDESTAL ATTACHED WITH THIS PLAN SET. 9. RAIN GARDEN GROWING MEDIUM SHALL BE COVERED WITH 2" GAS EXISTING GAS MAIN OF PEA GRAVEL OR NON-FLOATABLE MATERIAL SPECIFIED KN EXISTING GAS VALVE BY LANDSCAPE ARCHITECT PLANTING PLAN. FRANCHISE UTILITY NOTES: IM EXISTING WATER METER 1. ELECTRIC SERVICES AVAILABLE TO LOTS 2&3 IN THE DOTIE STREET g•Yypy EXISTING WASTEWATER LINE RIGHT OF WAY. 2. CABLE SERVICES AVAILABLE TO LOTS 2&3 IN THE DOTIE STREET 12"ST EXISTING STORM UNE RIGHT OF WAY. 3. PHONE SERVICES AVAILABLE TO LOTS 2&3 IN THE DOTIE STREET H2O PROPOSED WATER SERVICE LINE RIGHT OF WAY. 4. NATURAL GAS SERVICES AVAILABLE TO LOTS 2&3 IN THE DOTIE STREET 4"WW PROPOSED WASTEWATER UNE RIGHT OF WAY. 5. FRANCHISE UTILITY SERVICES TO BE DESIGNED BY UTILITY PROVIDERS U L PROPOSED FRANCHISE UTILITIES DURING BUILDING PERMIT PROCESS. 6. CONTRACTOR SHALL CONTACT FRANCHISE UTILITY PROVIDERS AND COORDINATE ALL FRANCHISE UTILITY INSTALLATIONS AND INSPECTIONS. O PROPOSED STORM FACILITY PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVMENT LOT 4 HOLLY SPRING 6' SUBDIVISION 2, 3" INLET PIPE FROM PARCEL FLAT BOTTOM 2 HOUSE 3.1 3'....;.. 8" DEPTH PORTED GROWI G MEDIUM OL nunuoro Tn ❑r/\\��\\�� -i \�� �� / 12" LOT 3 HOLLY SPRING SUMNISION OCK qHALL BE DRAIN IROCK 2 INFILTRATION RAIN GARDEN NTS F N C�'J Votil U 8 � a 5z mos E Q Y IA FFJ �y^ trl C�7 kl 8a .) rFi� 0 O w W F o z W O a W 6 u r m 3 Q S i' m 0 z m D } o IT, > s W Old Q F N C�'J o N uS W F N uS Q Y IA FFJ O w W F o z W O a W 6 u r m 3 Q S i' m 0 z m D } o IT, > s F FFJ uj O SHEET C-1.0 1 OF 1 R 6" THICK 3000 PSI FIELD STRENGTH (3450 PSI LAB \ STRENGTH 6.0 SACK MIX CONCRET ON 2" OF COMPACTED 3/4." MINUS CRUSHED ROCK DRIVEWAY WIDTH \ FDEPRESS 6" SVOEM FQ.K vvvv �V'�0 7__2'1 _ iv � \ PANSXIN darn 5, CURB !< WRFAI\ aT4 lM \SEF- NOSESI 6 MROPI 0 PR0.1EC{WN \i R M\N — 14 14 FS MAX PROPFSCCt UNE WAB CU\ W\OWN 1 F[ M\N\MUM HCl \C 3 OR\VIEW P`( ZRANSTC\ON W\NG SHPEL NOS EXZENO 9E`<ONO PFiO�EC1\ON OF PROPEKM UNE NOTES # NO ABOVE -GROUND FACTUM (HERE MORAINES, POWER POLES, CATCH BASINS, VALVES, J -60X6, EO) wu BE PEFMITTED WITHIN THE APRON AREA # THIS STANDARD DRAWING SHAUL BE USED FOR SINGLE FAMILY HONES AND DUPLEXES ONLY. REFER TO COMMERCIAL ORNEWAY APRON DRAWINGS) FOR OTHER DEVELOPMENT TYPES # THROAT WIDTH SNIAl1 BE BETWEEN 12 FEET (MINIMUM) AND 24 FEET (MAXIMUM) # ALL SURFACES SHALL HAVE A BROOM FINISH. # REFER TO STANDARD DRAWING 3-7 FOR CURB CUT DETAILS # CONCRETE IN APPROACH AND SIDEWALK BEHIND APPROACH SHALL BE 6' THICK (MIN) ON 2' OF 3/4' MINE CRUSIFD ROCK. # NO REINFORCEMENT IS REQUIRED # A 000ACBON (SCORE) JOINT SHALL BE ADDED IN THE DENIER OF THE APRON WHEN THE THROAT WIDTH EXCEEDS 20 FT. # SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 7000 PSI FIELD STRENGTH (3450 PSI IAB STRENGTH) 6.0 SACK MIX CONCRETE # CURBS k COMMERCIAL ORMEMNYS 94AL BE •RYA PSI FIELD STRENGTH (4025 PSI LAB SRIENGTH) 6.3 SACK MM CONCRETE SIDEWALK ACCESS RAMP NOTES IF THIS DRIVEWAY APPROACH IS TO ALSO SERVE AS AN SIDEWALK ACCESS RAMP ALL OF THE FOLLOWING APPLY: # RAMP SLOPE SHALL NOT DUB 121 RFIATNE TO THE HORIZONML # NO UP SHALL BE PLACED AT THE GUM RAN. SURFACE AS PER PLANS F 3.0' 3/4� q" 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH BASE ROCK AS PER PLANS CONCRETE VALLEY GUTTER N.T.S. 20.00' 0 ROADWAY 3' CONCRETE VALLEY GUTTER 17' LEVEL 1 HMAC l -y 2% S d a ROAD STRUC 7" THICK 3500 " ASPHALT PAVING OVER, FABRIC (MIRAFI 500X) WHERE NECESSARY PSI CONCRETE 0" CRUSHED ROCK VALLEY GUTTER TYPICAL 20' STREET CROSS SECTION DEPOT AVENUE N.T.S. � ROADWAY NOTES: O 1. SUBGRADE AND BASE ROCK THAT DON'T MEET COMPACTION 2. SUBGRADE AND ROCK GRADE SHALL BE PROOF ROLLED WITH LOADED O REQUIREMENTS SHALL BE OVEREXCAVATED, MIRAFI 50OX FABRIC DUMP TRUCK. ENGINEER SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF Qo TzlOld PLACED AND BACKFILLED WITH 1k"-0 CRUSHED ROCK. DEPTH PROOF ROLL AND BE ALLOWED TO WITNESS TESTS. > m 0 z m } o 3 > AS DIRECTED BY ENGINEER OF RECORD. Q SURFACE AS PER PLANS F 3.0' 3/4� q" 7" THICK CONCRETE PAVEMENT 3500 PSI FIELD STRENGTH BASE ROCK AS PER PLANS CONCRETE VALLEY GUTTER N.T.S. 7-imT3:;v ,,wLu ��rn O�vO SSI W V 0 l -y Vo U S d a � m O S E H VL N N uS CID V � N O W O O w F o Qo TzlOld r m Q > m 0 z m } o 3 > Q 7-imT3:;v ,,wLu ��rn O�vO SSI W 0) z 0 w x SHEET C-2.0 0 N VL N N uS CID V � N M IA W O O w F o Qo Q r m Q > m 0 z m } o 3 > ti N 0) z 0 w x SHEET C-2.0 N N uS U Q O Y M IA O w F o z uz O Q r m Q > m 0 z m } o 3 > 0) z 0 w x SHEET C-2.0 OWNER TWENTY, LLC ADDRESS 925/929 ANDERSON LANE, SPRINGFIELD, OR 97477 ZONING WWMH = LDR —LOW DENSITY RESIDENTIAL RIM 437.77FL = 431,29 ACERAGE 15,480 SQUARE FEET I STM MH RIM = 437.61 . FL = 433.02 UTILITY POLE W/ ST SUB 94063 _ CURB INLET ST LITE WATER WWMH RIM = 437.51 FL = 431.03 36' PAVE I STM MH RIM = 437.55 FL = 432.87 60.0', ROW N 30.0' CATCH BASIN FL 0 CURB = 436.90 WWMH RIM FL = m STOP SIGN BAR LOT 13 STORMWATER PLANTER 438 — �� a e ad a r< a e' <da A a 4 d e Q/Wea " e 'I'11DIW 5' d a° 7.8' A I m CAN d A- a 4D e 'I'11DIW 5' TL 103 EXISTING DUPLEX N 89'18'10" W 83.80' PARCEL 1 6000 SQ. FT. EXISTING DUPLEX "TO REMAIN" DOTIE DRIVE 10" PVC WASTEWATER MAIN BOARD FENCE PROPOSED 20.0' ACCESS/URLRY EASEMENT W/ SHARED ACCESS TO SERVE PARCELS 2 & 3jll� A METER 31.7' BOARD FENCE N 89°18'10" W 150.00' PROPOSED STREET TREE, SIZE Sc SPECIES TO BE DETERMINED PER SDC CHAPTER 6 APPENDIX 6A — APPROVED STREET TREE LIST (TYPICAL) LOT 1 LOT 12 LOT 11 -H2D TENTATIVE PARTITION PLAN 8• WW 439 FOR WWMHTWENTY LLC FL RIM = 432.26 439.15 I = N _ NE 1/4, SECTION 33 T. 17 S., R. 3 W., W.M. a srM MH ASSESSOR'S MAP 17-03-33-11, TAX LOT 102 4:! RIM = 439.23 SPRINGFIELD, LANE COUNTY, OREGON RI = 435.49 $ JUNE 8, 2020 — REVISED AUGUST 31, 2020 N PROPOSED D/W S 89°18'10" E1 66.20' 41 4 ELI ErER �" _7- 5.0, SF�.RNC METERS n EXISTING WW STUBOUT EXISTING ELEC PROPOSED CONNECTION SECONADRY BOX — —PARCELS 2 & 3 ` g PUE 7.2' I 16.0 1 439 / I M v PARCEL 3 1502 SQ. FT. I PROPOSED HOUSE SITE PROPOSED 26.0' X 13.0' PRIVATE UTILITY EASEMENT TO SERVE PARCELS 2 & 3 N 89°18'10" W1 66.20' o mI �I r PARCEL 2 4978 SQ. FT. 29.9' "aZ PROPOSED HOUSE SITE 66.20' LOT 2 10.0' 0 N n FOR WASTEWATER PURPOPES ACROSS PARCEL 3 TO SERVE PARCEL 2 Linden Ave Menlo 4o% W N St Centennial 'NMS Elementary WLSt Cottonwood Ave School lL Menlo Park�d a W Ce�`a\6 o SC,'TE Janx" Island`'t C y CL J {p m U N � C v 9, ISI m N VICINITY MAP NOT TO SCALE GENERAL NOTES ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #356 — ELEVATION 436.22 (NAVD'88) — BC IN TOP OF CURB LOCATED AT THE NW CORNER OF ANDERSON ALNE AND IST N CUL—DE—SAC SOUTH FROM KELLOGG ROAD. THE SUBJECT PROPERTY UES IN ZONE "X", AREA OF MINIMAL FLOOD HAZARD AS DEPICTED ON FIRM 41039C1141F, EFFECTIVE DATE 6/2/99. Lu THE SUBJECT PROPERTY UES OUTSIDE OF A WELLHEAD PROTECTION ZONE. O LO ACCORDING TO THE NRCS SOIL SURVEY OF LANE COUNTY THE SUBJECT PROPERTY IS COMPRISED d. OF 100% MALABON—URBAN LAND COMPLEX SOILS. 0 THE ROOF DRAINS FROM THE EXISTING RESIDENCE PARCEL 1 WILL BE ROUTED TO ANDERSON LOT 4 LANE. STORM RUNOFF FROM PARCELS 2 & 3 WILL HANDLED ONSITE VIA AN INFILTRATION RAIN GARDEN. PARCEL i HAS AN EXISTING CONNECTION TO THE PUBLIC WASTEWATER LINE LOCATED WITHIN THE ANDERSON LANE RIGHT—OF—WAY. PARCELS 2 & 3 WILL CONNECT TO THE PUBLIC WASTEWATER LINE IN THE DOTTE LANE RIGHT—OF—WAY WHICH IS STUBBED OUT TO PARCEL 3. PARCEL i IS CURRENTLY SERVED VIA THE WATERLINE ON THE EAST SIDE OF ANDERSON LANE. WATER SERVICE IS AVAILABLE TO PARCELS 2 & 3 VIA THE EXISTING WATER LINE LOCATED IN THE DOTIE DRIVE RIGHT—OF—WAY WHICH IS STUBED OUT TO PARCEL 3. PARCEL i IS CURRENTLY SERVED VIA THE OVERHEAD LINE ON THE WEST SIDE OF ANDERSON LANE. ELECTRIC SERVICE IS AVAILABLE TO PARCELS 2 & 3 VIA THE UNDERGROUND FACILITY LOCATED AT THE NORTHEAST CORNER OF PARCEL 3. LTD TRANSIT FACILITIES RUN EAST & WEST ALONG CENTENNIAL BOULEVARD, ROUTE 31. NO PUBLIC IMPROVEMENTS ARE PROPOSED AS A PART OF THIS PARTITION. NO STREET LIGHTS ARE PROPOSED AS A PART OF THIS PARTITION. NO STREET TREES ARE PROPOSED AS A PART OF THIS PARTITION. \�G THE EXISTING FIRE HYDRANT IS LOCATED ADJACENT TO PARCEL 1 ON THE EAST SIDE OF 5e ANDERSON LANE. vy �p\� UNDERGROUND UTILITIES ARE DERIVED FROM PHYSICAL FIELD OBSERVATIONS, UTILITY LOCATES AND AS—CONSTRUCT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE UNDERGROUND UTILITIES AT THE TIME OF CONSTRUCTION. N REGISTERED PROFESSIONAL LAND SURVEYOR TOLBERT ASSOCIATES, LAND SURVEYING & LAND USE PLANNIP OREGON LOT 3 SCALE 1 = 10'JUNE 30, 1997 P.O. BOX 22603 LLOYD L. TOLBERT EUGENE, OREGON 97405 o s to zo 2013 (541) 359-8426 EXPIRES: JUNE 30, 2022 WWW.TOLBERTASSOCIATES.COM CADD FILE— 1521 TENT.DWG DWN BY. L S 1.2 d 7.8' CAN d A- a 4D ROP DROP a . d - " 4 - n a W D/. /„ d 4 a a HYDE A ,q. W ETTEERRS M a O l 13 d.a. Our �. 20.6' ELC -? METERS a a a 4 d a D/W C4' A d. d �. CATV DROP 8' 4 A� TL 103 EXISTING DUPLEX N 89'18'10" W 83.80' PARCEL 1 6000 SQ. FT. EXISTING DUPLEX "TO REMAIN" DOTIE DRIVE 10" PVC WASTEWATER MAIN BOARD FENCE PROPOSED 20.0' ACCESS/URLRY EASEMENT W/ SHARED ACCESS TO SERVE PARCELS 2 & 3jll� A METER 31.7' BOARD FENCE N 89°18'10" W 150.00' PROPOSED STREET TREE, SIZE Sc SPECIES TO BE DETERMINED PER SDC CHAPTER 6 APPENDIX 6A — APPROVED STREET TREE LIST (TYPICAL) LOT 1 LOT 12 LOT 11 -H2D TENTATIVE PARTITION PLAN 8• WW 439 FOR WWMHTWENTY LLC FL RIM = 432.26 439.15 I = N _ NE 1/4, SECTION 33 T. 17 S., R. 3 W., W.M. a srM MH ASSESSOR'S MAP 17-03-33-11, TAX LOT 102 4:! RIM = 439.23 SPRINGFIELD, LANE COUNTY, OREGON RI = 435.49 $ JUNE 8, 2020 — REVISED AUGUST 31, 2020 N PROPOSED D/W S 89°18'10" E1 66.20' 41 4 ELI ErER �" _7- 5.0, SF�.RNC METERS n EXISTING WW STUBOUT EXISTING ELEC PROPOSED CONNECTION SECONADRY BOX — —PARCELS 2 & 3 ` g PUE 7.2' I 16.0 1 439 / I M v PARCEL 3 1502 SQ. FT. I PROPOSED HOUSE SITE PROPOSED 26.0' X 13.0' PRIVATE UTILITY EASEMENT TO SERVE PARCELS 2 & 3 N 89°18'10" W1 66.20' o mI �I r PARCEL 2 4978 SQ. FT. 29.9' "aZ PROPOSED HOUSE SITE 66.20' LOT 2 10.0' 0 N n FOR WASTEWATER PURPOPES ACROSS PARCEL 3 TO SERVE PARCEL 2 Linden Ave Menlo 4o% W N St Centennial 'NMS Elementary WLSt Cottonwood Ave School lL Menlo Park�d a W Ce�`a\6 o SC,'TE Janx" Island`'t C y CL J {p m U N � C v 9, ISI m N VICINITY MAP NOT TO SCALE GENERAL NOTES ELEVATIONS ARE BASED ON CITY OF SPRINGFIELD BENCHMARK #356 — ELEVATION 436.22 (NAVD'88) — BC IN TOP OF CURB LOCATED AT THE NW CORNER OF ANDERSON ALNE AND IST N CUL—DE—SAC SOUTH FROM KELLOGG ROAD. THE SUBJECT PROPERTY UES IN ZONE "X", AREA OF MINIMAL FLOOD HAZARD AS DEPICTED ON FIRM 41039C1141F, EFFECTIVE DATE 6/2/99. Lu THE SUBJECT PROPERTY UES OUTSIDE OF A WELLHEAD PROTECTION ZONE. O LO ACCORDING TO THE NRCS SOIL SURVEY OF LANE COUNTY THE SUBJECT PROPERTY IS COMPRISED d. OF 100% MALABON—URBAN LAND COMPLEX SOILS. 0 THE ROOF DRAINS FROM THE EXISTING RESIDENCE PARCEL 1 WILL BE ROUTED TO ANDERSON LOT 4 LANE. STORM RUNOFF FROM PARCELS 2 & 3 WILL HANDLED ONSITE VIA AN INFILTRATION RAIN GARDEN. PARCEL i HAS AN EXISTING CONNECTION TO THE PUBLIC WASTEWATER LINE LOCATED WITHIN THE ANDERSON LANE RIGHT—OF—WAY. PARCELS 2 & 3 WILL CONNECT TO THE PUBLIC WASTEWATER LINE IN THE DOTTE LANE RIGHT—OF—WAY WHICH IS STUBBED OUT TO PARCEL 3. PARCEL i IS CURRENTLY SERVED VIA THE WATERLINE ON THE EAST SIDE OF ANDERSON LANE. WATER SERVICE IS AVAILABLE TO PARCELS 2 & 3 VIA THE EXISTING WATER LINE LOCATED IN THE DOTIE DRIVE RIGHT—OF—WAY WHICH IS STUBED OUT TO PARCEL 3. PARCEL i IS CURRENTLY SERVED VIA THE OVERHEAD LINE ON THE WEST SIDE OF ANDERSON LANE. ELECTRIC SERVICE IS AVAILABLE TO PARCELS 2 & 3 VIA THE UNDERGROUND FACILITY LOCATED AT THE NORTHEAST CORNER OF PARCEL 3. LTD TRANSIT FACILITIES RUN EAST & WEST ALONG CENTENNIAL BOULEVARD, ROUTE 31. NO PUBLIC IMPROVEMENTS ARE PROPOSED AS A PART OF THIS PARTITION. NO STREET LIGHTS ARE PROPOSED AS A PART OF THIS PARTITION. NO STREET TREES ARE PROPOSED AS A PART OF THIS PARTITION. \�G THE EXISTING FIRE HYDRANT IS LOCATED ADJACENT TO PARCEL 1 ON THE EAST SIDE OF 5e ANDERSON LANE. vy �p\� UNDERGROUND UTILITIES ARE DERIVED FROM PHYSICAL FIELD OBSERVATIONS, UTILITY LOCATES AND AS—CONSTRUCT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PHYSICALLY LOCATE UNDERGROUND UTILITIES AT THE TIME OF CONSTRUCTION. N REGISTERED PROFESSIONAL LAND SURVEYOR TOLBERT ASSOCIATES, LAND SURVEYING & LAND USE PLANNIP OREGON LOT 3 SCALE 1 = 10'JUNE 30, 1997 P.O. BOX 22603 LLOYD L. TOLBERT EUGENE, OREGON 97405 o s to zo 2013 (541) 359-8426 EXPIRES: JUNE 30, 2022 WWW.TOLBERTASSOCIATES.COM CADD FILE— 1521 TENT.DWG DWN BY. L S 1.2