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HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/10/2021a _ Q w � / / // /�- ✓ II I °111 1 02 / FOUR (4EX. PARKING T — � STALLS TO REMAIN / I ETD X° PARK STALLS _ e - I 4 ENS L OSU o REMOVE AND REPLACE / \ N EX. CURB AND CONCRETE 14 AS \ # LIGHTNPOLE. PROTECT EX. �I J I IX. PARKING STALLS TO REMAIN / d / I 4;/ a°e/ 21056 EXISTING BUILDINGTO BE DEMOLISHED. ALL II I I I EXISTING CURBING, ADO NOT ENTER' SIGN SIDEWALKS AND PARKING O STALLS AROUND BUILDING I . - // TO BE REMOVED AND L REPLACED AS INDICATED .., _';•. ..1' l..,M_ �� I \ (TYP) I I .>` .• `�.' TO REMAl PE I .. AS INDI TED�0R I ONE—WAYCIRGULA,DON I ,,II II I ��. I I .T3. 3.0, EXISTING WIC T� REMAI� X8.0— ,. I \ 24.0' 40, 16.5' ' . 6.0' ONE EXI'1NNG UREY TO BE/ % •, 1 . � R - WAY ,<. � REMO EPLACED AS . _ .• �.• .k INDIOOCA FUR AN / > STALLS AtlM N. 3140 / 'DO NOT SIGN n �/ I � / / °"Wa� / EXISTING CURBING TO BE REMOVED AND REPLACED AS INDICATED. EIOSTING / ONw PARKING STALL STRIPING TO BE / REMOVED, 0\AW GENERAL NOTES: 1. THESE PLANS ARE BASED ON THE TOPOGRAPHIC SURVEY DATED 9/15/2021) PREPARED BY: S&F LAND SERVICES 4858 SW SCHOLLS FERRY ROAD, SUITE A PORTLAND, OR 97225 (503) 345-0328 2. PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT THE DESIGN ENGINEER AND ARCHITECT TO VERIFY THAT THEY ARE WORKING FROM THE MOST CURRENT SET OF PLANS AND SPECIFICATIONS. ON SITE PARKING DATA REGULAR SPACES 28 ADA ACCESSIBLE SPACES 2 TOTAL SPACES 30 SITE DATA TOTAL LOT AREA = 60,382 S.F. (1.39 AC.) BUILDING AREA = 2,456 S.F. I I 10 20 41 :I SITE PLAN w 0 Prepared For: m OLu� N W 10 > (Link M 70 0 O >Q ZEDS Y- c 0- (b c (LN s Q 0) W Q 0) Luo o0 Lu Prepared By: ..... WE 1 of 1 ITEMS CORRESPONDING TO SCHEDULEB-II 8. Reservations, including the terms and provisions thereof, indeed from The Union Central Life ix—.`) Insurance Company Recording Date: June 27, 1944 Recording No.: Book 2%, Page 651 SURVEYORS NOTE: Includes the surveyed property, blanket in nature not plotted. 9. Limited access to and ran the Land as se[ forth in Dead shown below, which protides that there 9 sinal be no right of easement aright of access to, from oracross the State Highway other than as expressly provided form said Deed: Grantee: State of Oregon, by and through its State Highway Commission Recording Date: Marts 19, 1962 Recording No.: 62942 SURVEYORS NOTE: Includes the surveyed properly, Northerty ODOT ROWArre as described plotted as shown 10. Limited access to and from the Land as se[ faith in Deed shown below, which protides that there 1 sinal beno right ofeasement orrighlofaccesslo,from or across the right ofway otherthan as expressly providetl for in said Deed: Grantee: Lane County, a political subdivision ofthe Slate of Oregon Recording Date: July 19, 1971 Recording No.: 55517 SURVEYORS NOTE Includes the surveyed property, Parcels 1 and2 plotted as shown. Acceas reshimion topublbrlght ofwayporhon ofPamsl2ploded as shown. 11. An unrecorded lease with certain terms, covenants, conditions and promsions se[ forth therein as 11 disclosed by the document Entitled Subordination, Non -Disturbance, Attomment and Estoppel Agreement Date of Lease: July 18, 198D and modified on October ], 199D Lessor: Pacific Builders, a partnership of DeWayne Warlord and Eugene W Giamzau, whose interest was assigned to Eugene W Gramzow, Trustee ache Eugene W. Gremzow Re cable Trust, Robert Gramzow, Matthew Gramzow and Michael Gramzow Lessee: Bill L McCabe and Deana L. McCabe dba McCabe Investment Company, a partnership whose interest was assigned to Dari Mart Stores, Inc., an Oregon coMomtion Recording Date: December W, 1998 Recording No: 9&104264 SURVEYORS NOTE: Includes Me surveyedpropedy, blanket in nature not ploded. ©12. An unrecorded lease with certain terms, covenants, conditions and promsions se[ forth therein as 1 disclosed by the document Entitled Subordination, Non -Disturbance, Attomment and Estoppel Agreement Date of Lease: December 15, 1983 and modified on May 27, 1994 Lessor: Pacific Guilders, a partnership of DeWayne Warlord and Eugene W Gramzow whose interest was assigned to Eugene W Gmmzmv, Trustee ache Eugene W Gramzow Revocable Trust, Robert Gramzow, Matthew Gremzow and Michael Gremzow Lessee: Coxal Enterprises, Inc., an Oregon capomtion and Dean F. Jansen, an inditidual, whose interest was assigned to E.B.E. Management Group, Inc. Recording Date: December 3D, 1998 Recording No: 9&104263 SURVEYORS NOTE: Includes the sunreysd property, blanket in nature notplohed. ©13. City a Sprin gfeld l m provem ant Agreem ant and Ap plication br Sewer Hookup, including the terms 1 and provisions thereof Recording Date: March 2, 1984 Recording No.: 84-08309 SURVEYORS NOTE: Includes the surveyed property, blanket in nature not pbtted. 14. Notice of Intent to Reserve Mineral Rights, including the terms and provisions thereof 1 Recording Date: December 20, 2002 Recording No.: 2002-099258 SURVEYORS NOTE: Includes the surveyedproperty, blanket in nature not plotted. FLOOD NOTE Said surveyed property is located within an area hating A Zone Designation X, (AREA OF MINIMAL FLOOD HAZARD) on Flood Insurance Rate Map No. 41039C1 153F, with a date of June 2, 1999, for community, in City a Springfield, Lane County, State of Oregon, which is the cumenl Flood Insurance Rate Map for the community in which said property is situated, The Property is NOT in a special Flood Zone Area. ZONING INFORMATION Information not provided to surveyor per Table A Aero 6 MISCELLANEOUS NOTES MN1 SURVEY PREPARED BY ALL COUNTY SURVEYORS & PLANNERS, INC., 39660 PLEASANT STREET, SANDY, OR 97055, PHONE: 50 3 66 8-31 51, FAX 50366&4730, EMAIL: dalch®allccunlysurveyorsoan MN2 SOME FEATURES ON THIS SURVEY MAY BE SHOWN OUT OF SCALE FOR CLARITY, FROM AERIAL PHOTOGRAPHY, OR FROM PRIOR SURVEYS. MN3 INDICATION OF DIRECT PHYSICAL ACCESS TO A PUBLIC STREET, Q STREET AND MOHAW( BOULEVARD, ON LAND SUCH AS CURB CUTS AND DRIVEWAYS ARE SHOWN. MN4 BUILDINGS EXIST ON THE SURVEYED PROPERTY. MNS ADDRESS (19M Mohawk Boulevard) WAS OBSERVED WALE CONDUCTIN G TH E SURVEY. MNB NO EVIDENCE OF SUE BEING USED AS A SU BSTANTIAL AREA OF REFUS E. MN] NO EVIDENCE OF R ECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK. MNB NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES, IF SUCH INFORMATION IS MADE AVAILABLE TO THE SURVEYOR BY THE CONTROLLING JURISDICTION. NO EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK.— MNe ALL PLOTTABLE OFFSITE EASEMENTS OR SERVITUDES DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR, ARE LOCATED AND REFERENCED, UNLESS ANOTHER SOURCE OF INFORMATION IS SPECIFICALLY REFERENCED HEREON. MN1 PROFESSIONAL LIABILITY INSURANCE POLICY OBTAINED BY THE SURVEYOR TO BE IN EFFECT THROUGHOUT THE CONTRACT TERM. CERTIFICATE OF INSURANCE TO BE FURNISHED UPON REQUEST. MN11 BUILDING INFORMATION IS BASED ON EXTERIOR FIELD OBSERVATION ONLY. THE SURVEYOR DOES NOT INTERPRET LOCAL ARCHITECTURAL OR FIRE CODE. BUILDING STORIES MAY VARY. MN1 ALL COMMON BOUNDARIES ARE CONTIGUOUS UNLESS OTHERWISE SHOWN OR NOTED HEREON. '9NOTE: THE CLIENT IS ADVISED TO CONTACT THE LOCAL JURISDICTION FOR PROPOSED STREET AND UTILITY PROJECTS. NO SUBSURFACE EXPLORATION WAS DONE BY THIS SURVEY IN REGARDS TO FILL OR DUMPING. SOME JURISDICTIONS REQUIRE ACCESS PERMITS MI CH WERE NOT RESEARCHED BY THIS SURVEY. LAND USE PLANNING ISSUES VARY FROM YEAR TO YEAR AND THE CLIENT WOULD BE ADVISED TO REMAIN INFORMED OF THESE CHANGES. ACCESS PERMITS ARE ISSUED BY THE PLANNING JURISDICTION AND SHOULD BE VERIFIED BY THE CLIENT. LEGEND OF SYMBOLS & ABBREVIATIONS © CONCRETE SIDEWALK CROSSES ONTO SUBJECT PROPERTY AT MOST 0.9 FEET. ASPHALT PAVEMENT © BUSINESS SIGN"DARI MART" CROSSES ONTO PUBLIC RIGHT OF WAY AT MOST 7.8 FEET. SIDEWALK/CONCRETE WILDING OVERHANG PROJECT 'Q, POWER POLE ® TRAFFIC SIGNAL 07MM021 FIRST DRAFT CONTROL CABINET FIELDWORK: JSS/AJM DRAFTED: DPA CHECKED BY: DUH FB & PG: ATF LIGHT POLE 0 CLEANOUT PARKING INFORMATION t- GUY WRE PARKING SPACES OBSERVED: 13 POWER METER GAS VALVE REGULAR PARKING SPACES: BB (91N F105 ROW) ELECTRIC VAULT STREET LIGHT HANDICAP PARKING SPACES: 3 TOTAL PARKING SPACES 71 DT TRANSFORMER fi+P' SIGNAL POLE 4 HANDICAPPED C� PARKING Q UTILITY RISER ® VAULT BUILDING HEIGHT TELEPHONE SIGN LOCATION MANHOLE ® BUSINESS SIGN (R) RECORD TELEPHONE PEDESTAL B WATER VALVE (M) MEASURED UTILITY BOX ® FIRE HYDRANT (C) CALCULATED STORM MANHOLE ® WATER METER (P) PLAT STORM DRAIN NLET y POINT OF ACCESS PG PAGE SIGNIFICANT OBSERVATIONS ■ BUILDING COLUMN O BOLLARD/GATE POST WL MORE OR LESS UD MAILBOX C FOUNDMONUMENT ASPHALT, CURB, AND PARKING STRIPING CROSSES ONTO INTERSTATE 105 RIGHT OF WAY A AT MOST 22.9 FEET. ou OVERHEAD WIRES CHAINLINK FENCE © CONCRETE SIDEWALK CROSSES ONTO SUBJECT PROPERTY AT MOST 0.9 FEET. ASPHALT PAVEMENT © BUSINESS SIGN"DARI MART" CROSSES ONTO PUBLIC RIGHT OF WAY AT MOST 7.8 FEET. SIDEWALK/CONCRETE WILDING OVERHANG PROJECT REVISION RECORD DATE DESCRIPTION DATE DESCRIPTION 07MM021 FIRST DRAFT FIELDWORK: JSS/AJM DRAFTED: DPA CHECKED BY: DUH FB & PG: ® REGULAR SPACES HANDICAP SPACES LEGAL MIS SURVEY WAS PREPARED FOR THE PURPOSE OF THIS REAL ESTATE TRANSACTION ONLY AND NO FURTHER PARTIES OTHER THAN THOSE CERTIFIED TO IN THE SURVEYOR'S CERTIFICATION HEREIN SHALL RELY ON IT FOR ANY OTHER PURPOSE OR TRANSACTION RECORD DESCRIPTION Beginning at a point on the Westerly right of way line of 19th Street North 88° 13' 05" West 45.0 feet from a point on the centerline, said point being South 01" 46 5S Wert 92.0 fee[ from the Southwest corner of the Felix Scott Donation Land Claim No. 51, Township 17 Scu1h, Range 3 Wes[ athe Wiliam she Mendian; thence Scu1h 01° 46' 55" West along said Westerly right of way line 105.67 fee[ to a point; thence along the arc a a 671.20 bol radius curve right (the chord of which bears South OS" 05' 39" West 147.59 feet)147,89 fee[ to a point on the Nodhedy right away line a I-105; thence along said North edy right away line the following five courses and distances: 1) South 47 36 OF Wes[ 25.88 fee[, 2) South W- 53' OS" West 30.75 feet, 3) Nath W- O6' 55" West 100.55 fee[, 4) South 61" 56 34" West 78,55 had, 5) Nath W- O6' OF West 35.04 feet to the Easterly right of way line of the 1911h Stree[ connector; thence along the said Easterly right of way line the following six courses and distances: 1) along the arc a a 348.31 foot radius curve left (chord = North 18° 1 D' 33" East 32.73 fee[) 32.74 fee[, 2) Nattn 1 Y 28' 58" East 15D.96 feet, 3) along the arc of a 288.31 foot radius curve right (chord = North 2Y 56 40" Fast 84.68) 84.99 feet, 4) along Me arc of a 288.31 foot radius curve right (chord = North 32" 33' 34" Fns[ 1.87 feet) 1.87 fee[, 5) along the arc of the 288.31 foot radius curve right (chord = North sY 02' S0" East 171,48 hall 174,12 fee[, 6) South 51"01' 29" East 59.83 fee[, to the point of beginning, in Springfield, Lane County, Oregon, all being in Section 25, Township 17 South, Range 3 West of the Wllame[te Mendian, in Lane County, Oregon, THE LANDS SURVEYED, SHOWN AND DESCRIBED HEREON ARE THE SAME LANDS AS DESCRIBED N THE TRUE COMMUMENT PROVIDED BY WESTERN TITLE & ESCROW COMPANY, COMMITMENT NO. WTO2192]9, DATED JUNE 9, M21 AT 5:00 P.M. ALTA/NSPS LAND TITLE SURVEY for Mohawk Boulevard Project NV5 Project No. 202103574-1 1930 Mohawk Boulevard, Springfield, OR 97477 based upon Title Commitment No. W1-0219279 of Western Title & Escrow Company bearing an effective date of June 9, 2021 at 5.00 p.m. Surveyor's Certification To: Wenspok Companies; Western Title & Escrow Company; and Bock & Clark Corporation, an NV5 Company: This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2021 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 2, 3, 4, 6(a), 6(b), 7(a), 7(b)(1), 7(c), 8, 9, 10, 13, 14, 16, 17, and 19 of Table A thereof. The field work was completed on June 29, 2021. DALE L. HULT REGISTRATION NO. 2427 IN THE STATE OF OREGON DATE OF SURVEY: July 8, 2021 DATE OF LAST REVISION: NETWORK PROJECT NO. 202103574-1 AAC an NV5 Company SHEET 1 OF 21 V, Transaction Services 1 -800 -SURVEYS (787-8397) 3550 W. Market Street, Suite 200, Akron, Ohio 44333 www.BockandClark.com mavwehellavou0bockandclark.com www.NV5.com — — — — — — — — — — 4 — — LC-N32W; 'E 1.8Y / o o O / Or SS 1 STORY BLOCK FOOTPRINT 2,941 SO.FT. BLDG. HT. — 17.5' I [V o I o I �� O I m I I II / o I I I � / 632. I h � I--------- 65.9' 5.71 I I 2 la yp 1930 BLVD. I\ 1 STORYY BRICK BRICK/BLOCI( I ROW \ = FOOTPRINT SOFT. I Wl Ty �ARIfS Q 'S BLDG. HT.. - I8.3' I � I I 10 $ 84.9' I-105 ALIGNMENT STA: 266+75.00 I OFFSET: 450.00' LT(C) I N88'OB'S5'W 1 I ♦ 4v1 I ----L-- L — �N88'06'55"W 3504' c,'/ I �NOR�N�RL� oN 9 /03oj i ON C5op i oN INTERSTATE -105 (ALSO BEING OR -126) / PUBLIC RIGHT OF WAY WIDTH VARIES, / pN ASPHALT WIDTH VARIES i i oN i [a 0 iLJ W3 W o �F 2 � U 64 � m r J M1 O P.O.C. SW COR. DLC 451 BRASS DISK IN _ MONUMENT BOX \ MARCOLA RD — PUBLICRnHTOFWAY rR 63.2' ASPHALT � a J 45.0' O] O ROW 1 � I I TOTAL AREA 60,382 SOFT. 3 1.39ACRES3 I Cni� y I I I ® I I I J I J1_ Q 22.4' _ 0.4' e 4.0' e __ J ny o •3 oh N O 5, --- 9 A NORTHERLY 1-105 ROW LINE ROW R 1 / � ARIES I I I CI / I 'W 25.8'// I _ I O I NORTHERLY 1-105 ROW LINE I � I SCALE : 1" = 30' 0' 15' 30' 60' '1Sp ].9• N44T SHEET 2 OF I ALTA/NSPS LAND TITLE SURVEY PREPARED FOR Mohawk Boulevard Project DATE OF FIELD SURVEY: June 29, 2021 NETWORK PROJECT NUMBER. 2021035741 FOUND BRASS DISK, HELD AS 1 -(800) -SURVEYS (787-8397) SE CORNER WILLIAM C. TRANSACTION SERVICES SPENCER DLC NO. 50 JIN I V I 5www.bockandc1wIccom nn y ehelpyou@bockandclark www.NVS.com