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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/1/2020KARATKO, LLC SOUTH A STREET SUBDIVISION PROJECT SI' %ret. I.I.I.IPmject SPRINGFIELD, OREGON Map and Tax Lot 17-03-35-31-13500, 13600 LAND DIVISION TENTATIVE VICINITY MAP nts 4) PROJECT DIRECTORY OWNER/APPLICANT KARATKO, LLC 756 MCKENZIE CREST DRIVE, SPRINGFIELD OREGON 97477 (541) 726-7625 CONTACT: MIKE KARATKO mikek@ramseywaite.com PLANNER/LANDSCAPE ARCHITECT THE SATRE GROUP PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH AVENUE, SUITE 201 EUGENE, OREGON 97401 (541)686-4540 CONTACT: RICK SATRE, AICP, ASLA, CSI rick@satregroup.com CIVIL ENGINEER KPFF CONSULTING ENGINEERS 800 WILLAMETTE STREET SUITE 400 EUGENE, OREGON 97401 (541) 684-4902 CONTACT: PETE MILLER pete.miller@kpff.com SURVEYOR KPFF CONSULTING ENGINEERS 111 SW FIFTH AVE SUITE 2600 PORTLAND, OREGON 97204 (503) 542-3860 CONTACT: TROY TETSUKA, PLS troy.tetsuka@kpff.com SCHEDULE OF DRAWINGS LANDSCAPE PLANS: L1.0 COVER SHEET L2.0 SITE ASSESSMENT OF EXISTING CONDITIONS L3.0 SITE PLAN CIVIL PLANS C1.0 PRELIMINARY CIVIL SITE PLAN LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-27-20 0 + LANDSCAPE ARCHITECTS + THE SATRE GROUP ( I NO=N X z€;LLw� .2af: af z=aap -ag=p o ase: CL F§-woa O m$pmg'< w' LL woom WE W uao<€ CR 0 w p=a =ow <a- N N m o$ W D Hma �wd�o�» ,tpIS T ERS r Ri E E- ON w s� E AgG,�,ti Z O N O o W M F— O VI M w W W W M 2 Vo LU V► _j Z 0 U► w O 0 K YY a �0 W r 2 ZO >O <w 0 <( a O xm U Y <� Reaisims # Date Desaptim 5 E F m C Yy O L1.0 0 WELLHEAD EAD PROTECTION AREAS MAP iT , \ N � -T . 1 - `tea O u • oa. eJLP•�:•.•.o••." • � °oa� •° •o `5•� : • ••. r : • • �+ .• s�mST•.A MA•IN ;® •:••�•• as w • 0 -♦•• �m ' •• o• • •• �•-. .1•+'a.. �•o,• ;I G • A f • m o SD II IEXISTING ADJOINING II I FENCE REMAINS p� 2 Eco] E- L]\PU \ / AS= ER� / EASEMEENT FEMA FLOOD INSURANCE RATE MAP WATER QUALITY LIMITED RESOURCES MAP "ftftftftft 1 —O \UTNq STREET mSD / VALL 4 / PAN .� a 6'CHAIN LI KEEN ABANDONED STO;M \ STRUCTURESTO E REMOVED I. L4PAVEMENTS TOB RE0 TOB REMED G B KET TYPE TELECOMMUNICATIONS EASEMENT T / n N IEVEL3 OMMUNICATIONS LLC/WILTEL COMMUNICATIC�NSS4 / REC. NO. 2013-049553 / 91lAPIDATED COI IMPERVIOUS PAVEMENT) =D TO BE REMOVED �° � FUTUREAD RE -LOOT ES ION/ AI - FUTURE RELOCATION/ RE-ROUTE TO BE DETERMINED SS _ ss _REMAN- OVERHEAD UTILITIES SS _ FUTURE RE -LOCATION/ S5 RE-ROUTE TO BE DETERMINED_ - ® RAILROAD SIDING BEYOND PROPERTY LINE TO REMAIN %ref. 1. l L Troject 0 b�\ SITE ASSESSMENT OF EXISTING CONDITIONS 1. Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor • Plan prepared by licensed landscape Architect. Survey prepared by licensed professional land surveyor. 2. Vicinity Map • See sheet Ll.O for vicinity map. 3. The name, location and dimensions of all existing site features including buildings, curb cuts, trees, and impervious surface areas, dearly indicating what is remaining and what is bang removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. • See plan this sheet. 4. The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map an file in the Developments Services Department. Per the Water Quality Limited Watercourse Map the site contains no watercourses. S. The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision. • Project Site is located in Zone X: Areas determined N be outside 500 -year floodplain. 6. The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development Services Department. • Project site is located in the 1 to 2 year Time of Travel Zone. 7. Physical features including, but not limited to trees Y' in diameter a greater when measured 4 1/2 feet above the ground (stands of more than five (5) trees may be shown as a duster vritk mix of trees species noted), riparian areas, wetlands and rock outaeppings. • See plan for location of all trees Y' or larger. Site contains no riparian areas, wetlands or rock outcroppings. GATE NCRETE �6'CHAIN LINKFENCE r 1 `j EXISTING FENCE OVERT ` LE LiGHTS TO BE REMOVED ® AND GATES T096 TO BE \ REMI � 1 \ BIANKETWPETELECOMMFA GNICATIONSSEMENTTO J LEVEL 3COMMUNICATIONS LIC / WILTEL COMMUNICATIONS LL g REC.76. 201}049553 R SD 47' G \ L n, V CHAIN LINK FEN I ED LEGEND PROPERTY LINE (SUBJECT PROPERTY) SITE CONTAINS BUILDINGS LS .S ON SITE ARE AS FOLLOWS: LOT 17-03-3531-13500 - MALABON-URBAN LAND COMPLEX (100%) RAILROADS BEYOND PROPERTY LINEINETTO REMAIN L r.n� RAILROAD SIDING TO BEREMOVED RAILROAD SIDINGTO BE REMOVED \ _F � 4�.5.�r C"%� — / \ 5 — \ Ss SS O LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-27-20 SITE FENCE TO BE REMOVED + LANDSCAPE ARCHITECTS } ABANDONDED RAILROAD SIDING woE:9 TO BE REMOVED IMPERVIOUS PAVING TO BE 0 r REMOVED rn v PI POLE LIGHT TO BE REMOVED — — — — — EXISTING EASEMENT OHU EXISTING OVERHEAD UTILITY _W_ - — EXISTING WATER —SS - — EXISTING SANITARY SEWER —SD - — EXISTING STORM WATER — E EXISTING ELECTRIC SERVICE ® EXISTING STORM STRUCTURE (NO p y W= w PIPE CONNECTION SHOA N) Op EXISTING TREE TO BE REMAIN OEXISTING TREE TO BE REMOVED SITE CONTAINS BUILDINGS LS .S ON SITE ARE AS FOLLOWS: LOT 17-03-3531-13500 - MALABON-URBAN LAND COMPLEX (100%) RAILROADS BEYOND PROPERTY LINEINETTO REMAIN L r.n� RAILROAD SIDING TO BEREMOVED RAILROAD SIDINGTO BE REMOVED \ _F � 4�.5.�r C"%� — / \ 5 — \ Ss SS O LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 04-27-20 + LANDSCAPE ARCHITECTS } woE:9 –ioEARO .w ;az wrcw r 95552 rn v € COO z. ao:rT O wouwos IL cur m kn m - 6vwo5 z K w LL �$p0om L9�o 0o 3w o.a m$m:o8wyw .Nur-N W V U i5a 'o f t m p y W= w N.¢v�vi d ydyF3p N mm SSW iz_op W 5 O 5 ~5 w F M d 52 ? _.zoou��i SISTER r I AD REONh �w 1 `SAE AgG� LL O O Z issas2 >_ Zr_ 0 0 Q mo 5W f Z NO �O w W U //�� 0 V J �N0 w Q (D IX Y aso o LU (1) o < X a 0Xzw U) W a 25 50 100 Revisions # Date Desapticn E r G Y Z m a V 5 C Y p O a- a` o` u U I, o a L2.0 ENLARGEMENT- TYPICAL DRIVEWAY DETAIL H q STREET —� o F CITY OF SPRINGFIELD STANDARD COMMERCIAL DRIVEWAYAPRON DETAIL _ W w o 18 W. SS _ � 55 TIE TO EXISTING .0 \ SIDEWALK o a' LIP CONCRETGUTTERCONTINUES 60'ACCESS TIE BACK TO EXISTING SI O 55-0 55 EXISTING DRIVEWAY ON ADJACENT LOT T LANE TRANSIT UNENCUMBERED EASEMENT T PUBLIC UTILITY EASEME T PUBLIC UTILITY EASEM (14' SHARED EASEMENT) RELOCATE STORM EASEMENT TO WEST PROPERTY LINE 50 Xref. 1. l L Wroject 7 m TIE TO EXISTING �- 0.92 AC. PARCEL 2: 10 J 0.78 AC. PARCEL 4: 0.90 AC. PARCEL 5: 0.84 AC. W _ `' W LL iwE o5m:oa '?�wN'� W WV8�a U) W d z wiioy 5' SIDEWALK TRAVEL LAN 12 8' LANDSCAPE LA DSCAP EI I � r' �AD er E H0 60'ACCESS TIE BACK TO EXISTING SI O 55-0 55 EXISTING DRIVEWAY ON ADJACENT LOT T LANE TRANSIT UNENCUMBERED EASEMENT T PUBLIC UTILITY EASEME T PUBLIC UTILITY EASEM (14' SHARED EASEMENT) RELOCATE STORM EASEMENT TO WEST PROPERTY LINE 50 Xref. 1. l L Wroject 7 m TIE TO EXISTING �- 0.92 AC. PARCEL 2: 10 J 0.78 AC. PARCEL 4: 0.90 AC. PARCEL 5: 0.84 AC. W _ `' W LL iwE o5m:oa '?�wN'� W WV8�a U) W d z wiioy W W 5 2� ~ p zop O 5 w r' �AD er E H0 N � �/�E! `SAE AR�� 12'TRAVEL LANE O \N LIMIT OF IMPROVEMENTS - 0 Z W c DRIVEWAY DESIGN CONTINUES IN N o PROPERTY DEVELOPMENT PHASE WL6 I J a J 0 �w WN so r 2 Z� Z O Q1E r1 � CONSTRUCTION NOTES 1. THIS SHEET SHOWS EXISTING CONDITIONSTO REMAIN AND NEW SITE IMPROVEMENTS. 2 EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY KPFF CONSULTNG ENGINEERS, INC., 111 SW 5TH AVE, SUITE 2600, PORTLAND, OREGON 97294, (593) 227-3251. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO EXECUTION OF ANY NARK. 4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE REVIEWS. 5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO EXECUTION OF ANY NARK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURINGCONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING. 6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS. 7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATIONMETHODS. 8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE SLABS MEET WALLS OR OTHER STRUCTURES. 9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS. 10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ). 10. OAR DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES. 11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED LIMITS, AND SHALL BE AT 90° ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS OTHERWISE INDICATED. 12 ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT. 13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION. 14. SEE CIVIL PLANS FOR ADDITIONALCIVIL INFORMATION. GROUNDWATER PROTECTION DURING CONSTRUCTION 1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION: • ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BETAKEN TO PREVENT GROUNDWATER CONTAMINATION. • CHEMICAL HANDLING, STORAGE, AND USE. CONTRATORSIDEVELOPERS SHALL BE RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING PAINT AND CLEANING MATERIALSAVASTES, MUST NOT ENTER THE SOIL OR BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN ADEQUATE SECONDARY CONTAINMENT. • EQUIPMENTMAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS AREA SHALL BE PREPARED AND MAINTAINED IN A WAV THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM. • NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE. 2 WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING CONSTRUCTION AND PERMANENTLY AT TRASHIRECYCLING ENCLOSURE AND ADJACENT TO THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS, EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHNITZ (541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB. SITE PLAN NOTES PARCELACREAGES PARCEL 1 0.92 AC. PARCEL 2: 0.77 AC. PARCEL 3: 0.78 AC. PARCEL 4: 0.90 AC. PARCEL 5: 0.84 AC. PARCEL 6: 0.47 AC. 14'SEWER EASEMENT SV SD / NT REET w DILAPIDAT NC ESE D /O FNT I `'/ JOLLY OF SERI LLE STANDARDGOM ERCIPJL =AN �` •-- _� O 50 ® DRIVEWAVAPRON „• — / N SD 6' CHAIN U K FEN Afl EL 1 7 PARCEL 2 1 ` — — _ — u \ s — \SD _ 0,168sf /.92 a +/- i/ 33,525 sf / .77 acres +/- 0. ENLARGEMENT\ \\ – -- – — W �o SOUTMASTR E,, RIA KETWPETELECOMMUNICATIONSEMEMENTT CITY OF SPRING FIE ---_ _ LENEL3 OMMUNICATIONSLLC/WILTELCOMMUNICATINSLL STANDARD COMM FICIAL CIAL REC. NO. 2011049553 DRIVEWAY APRO/N, J 1 3' _ ILAPIDATED CONCRETqp^— o V w SIDEWALI]� w _ O PA3 L 3 I• PROPERTVLINE TO s / _ 3&,038 sf/.78 acre G ''/ l 1 BE ABANDONED _ — o 5 I I 6 I SD CITY OF SPRINGFI ELD BD' SHARED ACCESS EA ENT SD I GATE ° STANDARD CbMMERCIAL J--------- 0 6' CHAIN LINK FENCE r m NCRETE PAD _ – J DRIVEWAY APRON PROP RTVLINE� —OI I PAR--- 4TG 1 res +/- 1 PARCEL 5 s C IN LINK FENc� J V p' SHARED ACCESS EAAer EMENT 36,766 sf / 0.84 acres +/- \ PARCELS _ 0_ _ ` �� BLANKET TYPE TELECOMJ�'('�CIONSEASEMENTTO 1 20429-sf Z4Tacres 55 5� 60'SHARED ACCESS EASEME LEVEL 3COMMUNICATIONS LC C/ •ILTEL COMMUNICATIONSLL PROPERTY LIN REC.ryb. 201f-049553 SS \ Y T _ D SIDIN 55 RAILROAG 5- - 1 0 L� 1 i SS SS SS 55 LEGEND • PROPERTY LINE (SUBJECT PROPERTY) PROPOSED CURB AND GUTTER CONCRETE PAVING LANDSCAPE AREA r o� �� rn zM Oflmw€IT OcwD aoz. mr w uwos VISION CLEARANCE AREA `' W LL iwE L� 1 i SS SS SS 55 - � 55 LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 0427-20 + LANDSCAPE ARCH17ECTS + o� wor`:9 wpa952 r o� �� rn zM Oflmw€IT OcwD aoz. mr w uwos IL c v m mm 6vywo� MH `' W LL iwE o5m:oa '?�wN'� N Yf 0 W0 WV8�a U) W d z wiioy W 5 2� ~ p zop O 5 w r' �AD er E H0 N � �/�E! `SAE AR�� Z O \N 0 Z W c Q N o a WL6 J a J 0 �w WN so r 2 Z� Z O Q1E 0 zW a O x AV s�0•: r^= 5P4' 0 25 1M ReNsions # Date Desaptim � o Y J Z m CZ a Y O S 6p L L 1 O U O 4 L3.0 f d 0 U' o_ REVISION I DATE RELOCATE EX. PUBLIC FH REPLACE EX. 10" SS SERVICE BEHIND SIDEWALK WITH NEW 8" SS SERVICE F - EX. 12" SD TO REMAIN w �w 50 50 vt SO o SS s0 _O -." SOUi A STREET 8" WATER SERVICE STUB PRIVATE SS MH (8' OUT) I / FOR FUTURE FIRE AND DOM. TO SERVE PARCELS 1 & 2I Q I (TYPICAL, ALL PARCELS) 12" SD STUB FOR FUTURE 1 / w ! SERVICE TO PARCELS 1 & 2 vEL1 PARCEL2 9 e/j5 33,5 0,168sf / .92 f/- 2sf 77 acres / .+/- i �--- / EXISTING ONSITE SO TO l' REMAIN 0(TYPICAL) s9 J DESCRIPTION BY - sp w _ E \THA STREET lJ P�,RCff'L 3 _ -04,038-sf / .78 acres +/- 12' SO STUB FOR FUTUR SERVICE TO PARCELS 384 D - o S5 ss SS 0 SCALE 1 INCH = 50 FEET 50 0 50 100 4 SHEET NOTES V 1. GRADE BREAKS WILL BE INSTALLED AT DRIVEWAY I ENTRANCES APPROXIMATELY 10 FEET BEHIND THE SOUTH A STREET RIGHT OF WAY LINE, SUCH THAT STORMWATER RUNOFF NORTH OF THE GRADE BREAKS WILL SHEET FLOW TO THE NORTH AND BE COLLECTED IN THE EXISTING PUBLIC STORM SYSTEM. 2. SIZES AND LOCATIONS OF DRY UTILITY SERVICE CONNECTIONS - INCLUDING BUT NOT LIMITED TO POWER, GAS, TELEPHONE, AND CABLE TV- WILL BE COORDINATED SEPARATELY FOR EACH PARCEL AT TIME OF DEVELOPMENT. w oc sp- L `,/, CONNECT TO EX. SD MH - sp w _ E \THA STREET lJ P�,RCff'L 3 _ -04,038-sf / .78 acres +/- 12' SO STUB FOR FUTUR SERVICE TO PARCELS 384 D - o S5 ss SS 0 SCALE 1 INCH = 50 FEET 50 0 50 100 4 li I/ V I REPLACE EX. 6" SS SERVICE WITH NEW 8" SS SERVICE SEE NOTE 1. _ 11 w ° SMALL DIAMETER DOM.-- sp -L ' WATER SERVICE AND METER" o EX. PUBLIC FH TO REMAIN TO REMAIN(TYPICAL) 9 )� PRIVATE SS MH (8" OUT) Y p B 4 12' SD STUB FOR FUTURE TO SERVE PARCELS 3&4 °u�....m SERVICE TO PARCELS 586 PARCEL4 9 res +/_ I PARCEL 5 36,766 sf 10.84 acres +/- 800 Willamette Street, Suite 400 Eugene, OR 97401 0:541.684.4902 F: 541.684.4909 w.kpffrom L ------------------ss SS SS I 4��° PN etF0* 85480 'p l o OREGON Q Fly. �� 7. 13 1®\s \��4i 94NTHON'( s° CONNECT TO EX. SO MH EX. PUBLIC FH LOCATED -150' EAST OF PARCEL 5 BOUNDARY 1 l I PRIVATE SS MH (8" OUT) F ( TO SERVE PARCELS 5 8,6 ! \ PARCEL 6 ' �9,429 sf / Op47 acres PUBLIC UTILIT� EMS T AT EX. SS (WIDTH VARIES) JOB No.: 1800290 DESIGNED BY: SJD DRAWN BY: SJD CHECKED BY: PM PLOT DATE: APRIL 27, 2020 PLOTTED BY: Sdebell DWG NAME: TAB NAME: C1.0 ss - SS - ss ------p TAX MAP AND LOTS 17-033531-13500 813600, SPRINGFIELD, OR SOUTH A STREET LAND DIVISION KAROTKO, LLC PRELIMINARY CIVIL SITE PLAN SHEET N0. 1 C1.0 OF