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Plan, Tentative APPLICANT 5/18/2017 (2)
C:) 0 LLJ U 0 0 0 v C14 N Lo N 6i J l.i C3 Z 0 Y 1 • � 1 1 1 Ak VICINITY MAP NOT TO SCALE LEGEND EXIS. TANG PROPOSED- CD GWC V � EX S� TING PROPOSED DECIDUOUS TREE O O STORM SEWER CLEAN OUT o C000 • CONIFEROUS TREE � �Z z W STORM SEWER CATCH BASIN STORM SEWER AREA DRAIN ❑ ❑ ca C z Z ■ ■ FIRE HYDRANT U) Q 0 CL L11 zv STORM SEWER MANHOLE ® tnoN Q WATER BLOWOFF i 1 GAS METER © PRELIMINARY SITE FURNISHING AND SURFACING PLAN 13 WATER METER o - GAS VALVE .J °- Q WZE Ill WATER VALVE -m N GUY WIRE ANCHOR > ® E --- DOUBLE CHECK VALVE ® a POWER POLE Q � -•- AIR RELEASE VALVE IV f POWER VAULT ED ® SANITARY SEWER CLEAN OUT 0 • POWER JUNCTION BOX ® F SANITARY SEWER MANHOLE O • POWER PEDESTAL 0 O. Z c SIGN -ff- --.- COMMUNICATIONS VAULT U a� ED STREET LIGHT COMMUNICATIONS JUNCTION ` BOX Z� MAILBOX COMMUNICATIONS RISER 0 EX SI TING " ``PROPOSM RIGHT-OF-WAY LINE - - - - - - - - BOUNDARY LINE PROPERTY LINE -- CENTERLINE DITCH CURB EDGE OF PAVEMENT --------------------------- — — — EASEMENT--__--_------_______-________-- ---------------------------- FENCE LINE GRAVELEDGE .................................................................................. ......................................... . POWER UNE _ - PWR - __ - _� ?AR _ PW PWR OVERHEAD WIRE - - - °"" oNw o►iw COMMUNICATIONS UNE - - - - Com- - - - CoM- CON Com FIBER OPTIC LINE -- _- CFo- -- - CFO--- — — —CFO— — — — CFO— GAS UNE — — GAS— — GAS— GAS GAS GAS STORM SEWER UNE — — — — STM — — — — STM — STM sym SANITARY SEWER UNE - - - - SAN - - - - SAN - SAN SAN WATER LINE — — — WAT— — — — WAT— WAT WAT ON*] 0 , e l � TAX LOTS 6900, 6704, AND 6800 (LANE COUNTY TAX MAP 17032531) LOCATED IN THE NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON [eel wI SITE MAP NOT TO SCALE AKS ENGINEERING & FORESTRY, LLC CONTACT: MICHAEL POISSANT, PE 4300 CHERRY AVE NE KEIZER, OR 97303 PH: 503-400-6028 FAX: 503-400-7722 ARCHITECT CORE STATES GROUP, INC CONTACT- ROBERT PREECE 4240 EAST JURUPA STREET, SUITE 402 ONTARIO, CA 91761 PH: 909-467-8907 VERTICAL DATUM ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND 14TH STREET ELEVATION = 467.99 FEED (NAVD 88). CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE WITH A REDLINED COPY OF THESE CONSTRUCTION PLANS SHOWING AS -BUILT ELEVATIONS, LOCATIONS, AND PLAN DEVIATIONS. REDLINED AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE ONE WEEK PRIOR TO REQUESTING WALK-THROUGH AND/OR ACCEPTANCE OF SUBSTANTIAL COMPLETION. I, THE UNDERSIGNED, STATE I HAVE CHECKED AND VERIFIED THAT THESE REDLINED AS -BUILT DRAWINGS ARE ACCURATE AND COMPLETE TO THE BEST OF MY KNOWLEDGE. SIGNATURE (CONTRACTOR) DATE ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699. McDONALD'S USA, LLC CONTACT: DOUG BATES AREA CONSTRUCTION MANAGER PACIFIC NW FIELD EXECUTION TEAM 12131 113TH AVE NE, SUITE 103 KIRKLAND, WA 98034 PH: 425-821-4970 FAX: 425-242-2498 Date Received • 2017 JOB NUMBER 5722-02 DESIGNED BY: TDR CD GWC V � CL CC oil! Co H =a 2 V J CC SHEET INDEX as CL � C000 av ZN v } � �Z z W o ca C z Z AZ M O j 0104 Cl O U) Q 0 CL L11 zv q, 8, 01 , ¢ C' c W H ZLu N ui tnoN Lo`n Z O W LL PRELIMINARY SITE DIMENSIONING PLAN Z Z M N C101 PRELIMINARY SITE FURNISHING AND SURFACING PLAN Oo Q C200 0^ .J °- Q WZE Cl) W x L100 in® > ® W LIGHTING PLAN J U Q � _i 0 uj ® u® a c!) Jg WCO ® z a W20 O. Z c �Co a� Date Received • 2017 JOB NUMBER 5722-02 DESIGNED BY: TDR DRAWN BY: TDR CL =a SHEET INDEX H 2 C000 COVER SHEET WITH VICINITY AND SITE MAP � � 01 ALTA SURVEY COVER SHEET 02 ALTA SURVEY BOUNDARY MAP W cn 03 ALTA SURVEY W Q C100 PRELIMINARY SITE DIMENSIONING PLAN Z Z C101 PRELIMINARY SITE FURNISHING AND SURFACING PLAN cn Q C200 PRELIMINARY GRADING' AND DRAINAGE PLAN C300 PRELIMINARY UTILITY PLAN W �--� L100 PRELIMINARY LANDSCAPE PLAN > Z LIGHTING PLAN U U Date Received • 2017 JOB NUMBER 5722-02 DESIGNED BY: TDR DRAWN BY: TDR CHECKED BY: JMP Date Received • 2017 JOB NUMBER 5722-02 TABLEEMS 1. MONUMENTS PLACED (OR A REFERENCE MONUMENT OR WITNESS TO THE CORNER) AT ALL MAJOR CORNERS OF THE BOUNDARY OF THE PROPERTY, UNLESS ALREADY MARKED OR REFERENCED BY EXISTING MONUMENTS OR WITNESSES IN CLOSE PROXIMITY TO THE CORNER. 2. ADDRESS OF THE SURVEYED PROPERTY IS AS SHOWN: McDONALD'S USA, LLC 1565 MOHAWK BLVD. SPRINGFIELD, OR 97477 3. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP, COMMUNITY NO. 415592, MAP NUMBER 41039C116117 WHICH BEARS AN EFFECTIVE DATE OF JUNE 2, 1999 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND A FLOOD El EVAIION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 4. GROSS LAND AREA IS 0.82 ACRE± OR 35,803 SF±. 5. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND 14TH STREET ELEVATION = 467.99 FEET (NAVD 88). 6A. NO ZONING REPORT NUMBER WAS PROVIDED AS PART OF THIS SURVEY. PER CITY OF SPRINGFIELD DEVELOPMENT SERVICES DEPARTMENT PLANNING DIVISION, ZONING OF THE SUBJECT PROPERTY IS ZONED MIXED USE COMMERCIAL (MUC), CITY OF SPRINGFIELD DEVELOPMENT CODE, LAND USE DISTRICTS, CHAPTER 3 SECTION 3.2-615 (AS NOTED ON CITY'S WEBSITE ON 2/23/2017). DEVELOPMENT STANDARDS AS LISTED IN THE ABOVE REFERENCED CODE SEC11ON ARE AS FOLLOWS: MINIMUM AREA: 6,000 SF MINIMUM STREET FRONTAGE (1): 40 FEET MAXIMUM LOT/ PARCEL COVERAGE: LOT/PARCEL COVERAGE STANDARDS IN THE MUC AND MUE DISTRICTS SHALL BE LIMITED ONLY BY STANDARDS (INCLUDING, BUT NOT LIMITED TO: REQUIRED PARKING, LANDSCAPING) SPECIFIED IN SEC11ONS 4.4-105 AND 4.6-100. GENERALLY, THERE IS NO MAXIMUM LOT/PARCEL COVERAGE STANDARD. MINIMUM LANDSCAPING: MINIMUM REQUIREMENTS DEFINED BY STANDARDS IN OTHER SECTIONS OF THIS CODE. FRONT, STREET SIDE YARD, AND THROUGH LOT/PARCEL REAR YARD BUILDING SETBACKS: NONE PARKING, DRIVEWAY, AND OUTDOOR 5 FEET STORAGE SETBACK INTERIOR SIDE, REAR YARD SETBACKS WHEN ABUTTING RESIDENTIAL OR Cl DISTRICTS BUILDING SETBACKS: 10 FEET PARKING, DRIVEWAY, AND OUTDOOR 5 FEET STORAGE SETBACK MAXIMUM BUILDING HEIGHT: 90 FEET (MAXIMUM UNLESS ABUTTING RESIDENTIAL DISTRICTS - SEE BELOW) WHEN ABUTTING AN LDR, MDR, OR MUR DISTRICT TO THE NORTH: DEFINED BY THE MAXIMUM SHADE POINT HEIGHT REQUIREMENT OF SECTION 3.2-225A.1.B., OR UP TO 50 FEET SOUTH OF A NORTHERN LOT/PARCEL LINE A PLANE EXTENDING SOUTH WITH AN ANGLE OF 23 DEGREES AND ORIGINATING FROM THE TOP OF A 16 FOOT HYPOTHETICAL FENCE LOCATED ON THE NORTHERN LOT/PARCEL LINE. 6B. NO ZONING REPORT NUMBER WAS PROVIDED AS PART OF THIS SURVEY, AND THE BUILDING SETBACKS ARE NOT GRAPHICALLY SHOWN. 7A. EXTERIOR DIMENSIONS OF ALL BUILDINGS AT GROUND LEVEL ARE AS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 7B. SQUARE FOOTAGE OF BUILDINGS AT GROUND LEVEL IS AS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 8. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK ARE AS SHOWN ON SHEET 3 EXISTING CONDITIONS PLAN. 9. THE SUBJECT PROPERTY CONTAINS 57 PARKING SPACES, 2 OF WHICH ARE HANDL-CAP ACCESSIBLE. 11. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS PROVIDED BY OTHERS, PER UTILITY LOCATE TICKET NUMBER 14269782. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA, CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS ARE AS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 14. THE SUBJECT PROPERTY IS BOUNDED BY MOHAWK BLVD, OLYMPIC STREET AND 18TH STREET. DISTANCE TO NEAREST INTERSECTING STREET IS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 16. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 17. NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES OR EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS WAS OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 18. NO FIELD DEUNEATION OF WETLANDS WAS OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. THE NATIONAL WETLANDS INVENTORY MAPPER DOES NOT SHOW ANY WETLANDS ABOVE THE ORDINARY HIGH WATERLINE. 19. PLOTTABLE OFFSITE (I.E., APPURTENANT) EASEMENTS OR SERVITUDES DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR AS A PART OF THIS SURVEY ARE AS SHOWN ON SHEET 2 - BOUNDARY MAP. scH�eu�� e THE FOLLOWING ITEMS WERE LISTED IN THE REPORT, AND ARE LISTED BY THE SAID REPORT NUMBERS HERE WITH OUR COMMENTS IN BOLD. 1. - NOT A SURVEY MATTER 2. - NOT A SURVEY MAT7ER 3. NOTA SURVEY MATTER 4. NOT A SURVEY MATTER 5. - NOTA SURVEY MA77ER 6. - NOTA SURVEY MATTER 7. - NOTA SURVEY MATTER 8. - NOTA SURVEY MATTER 9. - NOTA SURVEY MATTER 10. RIGHTS OF THE PUBLIC TO ANY PORTION OF THE LAND LYING WITHIN THE AREA COMMONLY KNOWN AS MOHAWK ACCESS ROAD, AND 18TH STREET. - AS VOW ON SURVEY, WET 3 - 067ING COND1770 S 11. - NOT A SURVEY MATTER 12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: MOUNTAIN STATES POWER COMPANY, A DELAWARE CORPORATION PURPOSE: PIPE LINE RECORDING DATE: APRIL 17, 1952 RECORDING NO: 72440 AND 72441 AFFECTS: ALL PARCELS - AS WOW ON SURVEY, 571EET 2 - BOUNDARY MAP 13. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: EASEMENT AGREEMENT DATED: AUGUST 7, 1987 EXECUTED BY: DONALD R. SCANT, SR. AND MCDONALD'S CORPORATION, A DELAWARE CORPORA11ON RECORDING DATE: OCTOBER 1, 1987 RECORDING NO: 87-43779 WHICH PROVIDES FOR, AMONG OTHER THINGS: EASEMENT FOR PARKING AND INGRESS/EGRESS. AFFECTS. PARCEL 1 REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. - AS WOW ON SURVEY, SHEET 2 - BOUNDARY MAP 14. - NOT A Si1RVEY MATTER 15. - NOT A SURVf Y MATTER 16. - NOT A SURWr MATTER 17. - NOT A SURVEY MAT7ER .` �tISGELLAN�O�S.NG����:r".. 1. SURVEY AS SHOWN WAS PREPARED FROM A LEGAL DESCRIPTION, TOGETHER WITH THE EXCEPTIONS FOR THE PARCEL CONTAINED IN THE TITLE REPORT ISSUED BY FIDELITY NATIONAL TITLE COMPANY OF OREGON, COMMITMENT NO. 60461740357 WITH AN EFFECTIVE DATE OF FEBRUARY 15, 2017. 2. THE BASIS OF BEARINGS/ HORIZONTAL DATUM ARE BASED ON A LOCAL DATUM PLANE SCALED FROM OREGON STATE PLANE SOUTH 3601, NAD83(2011) EPOCH 210.0000, BY HOLDING A PROJECT MEAN GROUND COMBINED SCALE FACTOR OF 1.0000028972 AT A CALCULATED CENTRAL PROJECT POINT WITH GRID VALUES OF (NORTH 881805.18, EAST 4264461.88). THE MERIDIAN CONVERGENCE ANGLE AT THE CALCULATED CENTRAL POINT IS - 1'42'37". THE STATE PLANE COORDINATES WERE DERIVED FROM THE OREGON REAL-11ME GPS NETWORK. 3. ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND 14TH STREET. ELEVATION = 467.99 FEET (NAVD 88). 4. THE FIELD SURVEYING WAS CONDUCTED IN FEBRUARY OF 2017. 5. ONLY THE ABOVE GROUND IMPROVEMENTS AND UTILITIES AS SHOWN ON THE FACE OF THIS DRAWING HAVE BEEN VERIFIED AND LOCATED AT THIS TIME. THE UNDERGROUND UTILITIES SHOWN ON THE FACE OF THIS DRAWING ARE BASED ON LOCATE MARKINGS PROVIDED BY OTHERS, ABOVE GROUND IMPROVEMENTS, RECORD DRAWINGS PROVIDED BY OTHERS, AND EVIDENCE OF UNDERGROUND PIPING AS DETERMINED FROM VISUAL INSPECTION OF VAULTS, MANHOLES, AND OTHER STRUCTURES. PER LOCATE TICKET NUMBER 17028836, THE FOLLOWING COMPANIES MAY HAVE UTILITIES IN THE SURVEY AREA: -COMCAST CABLE (801) 364-1063 -CITY OF SPRINGFIELD (541) 726-3761 -NW NATURAL (503) 220-2415 -CENTURYLINK (800) 778-9140 -SPRINGFIELD UTILITY BOARD (541) 726-2395 6. THERE IS NO OBSERVABLE EVIDENCE OF THE SUBJECT PROPERTY BEING USED AS A SOLID WASTE DUMP OR LANDFILL. 7. A NEW LEGAL DESCRIP11ON WAS PREPARED PER CLIENTS REQUEST, AND DESCRIBES THE SAME REAL ESTATE AS THE RECORD DESCRIPTION. SHEET 01 - COVER SHEET SHEET 02 - BOUNDARY SHEET 03 - EXISTING CONDITIONS PLAN LEGEND OF SYMBOLS & ABBR�UTATIONS; ; ,r FIRE HYDRANT W cc 1. MONUMENTS PLACED (OR A REFERENCE MONUMENT OR WITNESS TO THE CORNER) AT ALL MAJOR CORNERS OF THE BOUNDARY OF THE PROPERTY, UNLESS ALREADY MARKED OR REFERENCED BY EXISTING MONUMENTS OR WITNESSES IN CLOSE PROXIMITY TO THE CORNER. 2. ADDRESS OF THE SURVEYED PROPERTY IS AS SHOWN: McDONALD'S USA, LLC 1565 MOHAWK BLVD. SPRINGFIELD, OR 97477 3. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP, COMMUNITY NO. 415592, MAP NUMBER 41039C116117 WHICH BEARS AN EFFECTIVE DATE OF JUNE 2, 1999 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND A FLOOD El EVAIION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 4. GROSS LAND AREA IS 0.82 ACRE± OR 35,803 SF±. 5. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND 14TH STREET ELEVATION = 467.99 FEET (NAVD 88). 6A. NO ZONING REPORT NUMBER WAS PROVIDED AS PART OF THIS SURVEY. PER CITY OF SPRINGFIELD DEVELOPMENT SERVICES DEPARTMENT PLANNING DIVISION, ZONING OF THE SUBJECT PROPERTY IS ZONED MIXED USE COMMERCIAL (MUC), CITY OF SPRINGFIELD DEVELOPMENT CODE, LAND USE DISTRICTS, CHAPTER 3 SECTION 3.2-615 (AS NOTED ON CITY'S WEBSITE ON 2/23/2017). DEVELOPMENT STANDARDS AS LISTED IN THE ABOVE REFERENCED CODE SEC11ON ARE AS FOLLOWS: MINIMUM AREA: 6,000 SF MINIMUM STREET FRONTAGE (1): 40 FEET MAXIMUM LOT/ PARCEL COVERAGE: LOT/PARCEL COVERAGE STANDARDS IN THE MUC AND MUE DISTRICTS SHALL BE LIMITED ONLY BY STANDARDS (INCLUDING, BUT NOT LIMITED TO: REQUIRED PARKING, LANDSCAPING) SPECIFIED IN SEC11ONS 4.4-105 AND 4.6-100. GENERALLY, THERE IS NO MAXIMUM LOT/PARCEL COVERAGE STANDARD. MINIMUM LANDSCAPING: MINIMUM REQUIREMENTS DEFINED BY STANDARDS IN OTHER SECTIONS OF THIS CODE. FRONT, STREET SIDE YARD, AND THROUGH LOT/PARCEL REAR YARD BUILDING SETBACKS: NONE PARKING, DRIVEWAY, AND OUTDOOR 5 FEET STORAGE SETBACK INTERIOR SIDE, REAR YARD SETBACKS WHEN ABUTTING RESIDENTIAL OR Cl DISTRICTS BUILDING SETBACKS: 10 FEET PARKING, DRIVEWAY, AND OUTDOOR 5 FEET STORAGE SETBACK MAXIMUM BUILDING HEIGHT: 90 FEET (MAXIMUM UNLESS ABUTTING RESIDENTIAL DISTRICTS - SEE BELOW) WHEN ABUTTING AN LDR, MDR, OR MUR DISTRICT TO THE NORTH: DEFINED BY THE MAXIMUM SHADE POINT HEIGHT REQUIREMENT OF SECTION 3.2-225A.1.B., OR UP TO 50 FEET SOUTH OF A NORTHERN LOT/PARCEL LINE A PLANE EXTENDING SOUTH WITH AN ANGLE OF 23 DEGREES AND ORIGINATING FROM THE TOP OF A 16 FOOT HYPOTHETICAL FENCE LOCATED ON THE NORTHERN LOT/PARCEL LINE. 6B. NO ZONING REPORT NUMBER WAS PROVIDED AS PART OF THIS SURVEY, AND THE BUILDING SETBACKS ARE NOT GRAPHICALLY SHOWN. 7A. EXTERIOR DIMENSIONS OF ALL BUILDINGS AT GROUND LEVEL ARE AS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 7B. SQUARE FOOTAGE OF BUILDINGS AT GROUND LEVEL IS AS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 8. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK ARE AS SHOWN ON SHEET 3 EXISTING CONDITIONS PLAN. 9. THE SUBJECT PROPERTY CONTAINS 57 PARKING SPACES, 2 OF WHICH ARE HANDL-CAP ACCESSIBLE. 11. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS PROVIDED BY OTHERS, PER UTILITY LOCATE TICKET NUMBER 14269782. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY UTILITIES IN THE AREA, CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS ARE AS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 14. THE SUBJECT PROPERTY IS BOUNDED BY MOHAWK BLVD, OLYMPIC STREET AND 18TH STREET. DISTANCE TO NEAREST INTERSECTING STREET IS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN. 16. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 17. NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES OR EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS WAS OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. 18. NO FIELD DEUNEATION OF WETLANDS WAS OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY. THE NATIONAL WETLANDS INVENTORY MAPPER DOES NOT SHOW ANY WETLANDS ABOVE THE ORDINARY HIGH WATERLINE. 19. PLOTTABLE OFFSITE (I.E., APPURTENANT) EASEMENTS OR SERVITUDES DISCLOSED IN DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR AS A PART OF THIS SURVEY ARE AS SHOWN ON SHEET 2 - BOUNDARY MAP. scH�eu�� e THE FOLLOWING ITEMS WERE LISTED IN THE REPORT, AND ARE LISTED BY THE SAID REPORT NUMBERS HERE WITH OUR COMMENTS IN BOLD. 1. - NOT A SURVEY MATTER 2. - NOT A SURVEY MAT7ER 3. NOTA SURVEY MATTER 4. NOT A SURVEY MATTER 5. - NOTA SURVEY MA77ER 6. - NOTA SURVEY MATTER 7. - NOTA SURVEY MATTER 8. - NOTA SURVEY MATTER 9. - NOTA SURVEY MATTER 10. RIGHTS OF THE PUBLIC TO ANY PORTION OF THE LAND LYING WITHIN THE AREA COMMONLY KNOWN AS MOHAWK ACCESS ROAD, AND 18TH STREET. - AS VOW ON SURVEY, WET 3 - 067ING COND1770 S 11. - NOT A SURVEY MATTER 12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT: GRANTED TO: MOUNTAIN STATES POWER COMPANY, A DELAWARE CORPORATION PURPOSE: PIPE LINE RECORDING DATE: APRIL 17, 1952 RECORDING NO: 72440 AND 72441 AFFECTS: ALL PARCELS - AS WOW ON SURVEY, 571EET 2 - BOUNDARY MAP 13. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED: EASEMENT AGREEMENT DATED: AUGUST 7, 1987 EXECUTED BY: DONALD R. SCANT, SR. AND MCDONALD'S CORPORATION, A DELAWARE CORPORA11ON RECORDING DATE: OCTOBER 1, 1987 RECORDING NO: 87-43779 WHICH PROVIDES FOR, AMONG OTHER THINGS: EASEMENT FOR PARKING AND INGRESS/EGRESS. AFFECTS. PARCEL 1 REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. - AS WOW ON SURVEY, SHEET 2 - BOUNDARY MAP 14. - NOT A Si1RVEY MATTER 15. - NOT A SURVf Y MATTER 16. - NOT A SURWr MATTER 17. - NOT A SURVEY MAT7ER .` �tISGELLAN�O�S.NG����:r".. 1. SURVEY AS SHOWN WAS PREPARED FROM A LEGAL DESCRIPTION, TOGETHER WITH THE EXCEPTIONS FOR THE PARCEL CONTAINED IN THE TITLE REPORT ISSUED BY FIDELITY NATIONAL TITLE COMPANY OF OREGON, COMMITMENT NO. 60461740357 WITH AN EFFECTIVE DATE OF FEBRUARY 15, 2017. 2. THE BASIS OF BEARINGS/ HORIZONTAL DATUM ARE BASED ON A LOCAL DATUM PLANE SCALED FROM OREGON STATE PLANE SOUTH 3601, NAD83(2011) EPOCH 210.0000, BY HOLDING A PROJECT MEAN GROUND COMBINED SCALE FACTOR OF 1.0000028972 AT A CALCULATED CENTRAL PROJECT POINT WITH GRID VALUES OF (NORTH 881805.18, EAST 4264461.88). THE MERIDIAN CONVERGENCE ANGLE AT THE CALCULATED CENTRAL POINT IS - 1'42'37". THE STATE PLANE COORDINATES WERE DERIVED FROM THE OREGON REAL-11ME GPS NETWORK. 3. ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND 14TH STREET. ELEVATION = 467.99 FEET (NAVD 88). 4. THE FIELD SURVEYING WAS CONDUCTED IN FEBRUARY OF 2017. 5. ONLY THE ABOVE GROUND IMPROVEMENTS AND UTILITIES AS SHOWN ON THE FACE OF THIS DRAWING HAVE BEEN VERIFIED AND LOCATED AT THIS TIME. THE UNDERGROUND UTILITIES SHOWN ON THE FACE OF THIS DRAWING ARE BASED ON LOCATE MARKINGS PROVIDED BY OTHERS, ABOVE GROUND IMPROVEMENTS, RECORD DRAWINGS PROVIDED BY OTHERS, AND EVIDENCE OF UNDERGROUND PIPING AS DETERMINED FROM VISUAL INSPECTION OF VAULTS, MANHOLES, AND OTHER STRUCTURES. PER LOCATE TICKET NUMBER 17028836, THE FOLLOWING COMPANIES MAY HAVE UTILITIES IN THE SURVEY AREA: -COMCAST CABLE (801) 364-1063 -CITY OF SPRINGFIELD (541) 726-3761 -NW NATURAL (503) 220-2415 -CENTURYLINK (800) 778-9140 -SPRINGFIELD UTILITY BOARD (541) 726-2395 6. THERE IS NO OBSERVABLE EVIDENCE OF THE SUBJECT PROPERTY BEING USED AS A SOLID WASTE DUMP OR LANDFILL. 7. A NEW LEGAL DESCRIP11ON WAS PREPARED PER CLIENTS REQUEST, AND DESCRIBES THE SAME REAL ESTATE AS THE RECORD DESCRIPTION. SHEET 01 - COVER SHEET SHEET 02 - BOUNDARY SHEET 03 - EXISTING CONDITIONS PLAN LEGEND OF SYMBOLS & ABBR�UTATIONS; ; ,r FIRE HYDRANT W cc STORM SEWER CLEAN OUT o WATER BLOWOFF q (nIl-- c_ STORM SEWER CATCH BASIN ❑ WATER METER o STORM SEWER AREA DRAIN ❑ WATER VALVE z co o CD z �= o STORM SEWER MANHOLE z a W J C� SANITARY SEWER CLEAN OUT 0 z = z a GAS METER �,� SANITARY SEWER MANHOLE O MM O Lo Q, GAS VALVE c„�¢"'Lo coo a LI: v SIGN -a- GUY WIRE ANCHOR E - STREET LIGHT N 0 0 POWER POLE -o- MAILBOX ® UJ z POWER VAULT 20 COMMUNICATIONS VAULT © > POWER JUNC11ON BOX FA -1 COMMUNICATIONS JUNCTION BOX A IL POWER PEDESTAL 0 COMMUNICA11ONS RISER O DRIVEWAY D/W BOLLARD ® 1 PARKING SPACE COUNT 12 RIGHT-OF-WAY LINE - - - - BOUNDARY LINE J ® W CD co PROPERTY LINE U Q o 0 00 J CENTERLINE - - - - DITCH ----> ♦ ) X ----> - CURB EDGE OF PAVEMENT ---------------------------- EASEMENT ---------------------------- FENCE LINE e e 6 9 9 GRAVELEDGE.................................................................................. POWER LINE - - - - Pm - - - - Pm - OVERHEAD WIRE - - OHW - - - - OHW - COMMUNICATIONS LINE - - - - cogs - - - -- corp - FIBER OPTIC LINE - - - - CFO- - - - CFO - GAS LINE - - - - GAS- - - - GAS - STORM SEWER LINE - - - _STM - - - - STM - SANITARY SEWER LINE - - - - sm - - - - sm - WATER LINE - - - - wAT - - - - WAT - RECORD DESCRIP11ON PER SCHEDULE C PROPERTY DESCRIPTION, TITLE REPORT COMMITMENT NO. 60461740357: PARCEL 1 - 17-03-25-31-06704 BEGINNING AT A POINT 1167.55 FEET NORTH 0' 03' EAST FROM A POINT IN THE SOUTH LINE OF THE A.M. POWERS DONATION LAND CLAIM NO. 69, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, 1165.60 FEET NORTH 89' 57' WEST FROM THE SOUTHEAST CORNER THEREOF; FROM THE POINT OF BEGINNING RUN THENCE NORTH 0' 03' EAST, 73.37 FEET TO THE SOUTH LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO THE CITY OF SPRINGFIELD BY INSTRUMENT RECORDED JANUARY 8, 1986, RECEPTION NO. 86-00745, LANE COUNTY OREGON DEED RECORDS; THENCE ALONG THE SOUTH LINE OF SAID PARCEL SOUTH 89' 57' EAST, 150.98 FEET TO THE WEST MARGIN OF 18TH STREET (60.0 FEET WIDE); THENCE ALONG SAID WEST MARGIN SOUTH 0' 04' 07" WEST 73.37 FEET TO A POINT BEARING SOUTH 89' 57' EAST FROM THE POINT OF BEGINNING, THENCE NORTH 89' 57' WEST, 150.96 FEET TO THE POINT OF BEGINNING, IN SPRINGFIELD, LANE COUNTY, OREGON. PARCEL 2 - MAP NO. 17-03-25-31-06800 AND 06900 BEGINNING AT A POINT 1107.55 FEET NORTH 0' 03' EAST FROM A POINT IN THE SOUTH LINE OF THE A.M. POWERS DLC NO. 69, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETE MERIDIAN, 1228.05 FEET NORTH 89' 57' WEST FROM THE SOUTHEST CORNER THEREOF; FROM THE POINT OF BEGINNING RUN THENCE NORTH 89' 57' WEST, 188.18 FEET TO THE EASTERLY MARGIN OF MOHAWK BLVD. (80.0 FEET WIDE); THENCE ALONG SAID EASTERLY MARGIN NORTH 29' 10' 12" EAST, 152.66 FEET TO THE SOUTH LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO THE CITY OF SPRINGFIELD BY INSTRUMENT RECORDED DECEMBER 27, 1979, RECEPTION NO. 7975871, LANE COUNTY OREGON DEED RECORDS; THENCE ALONG THE SOUTH LINE OF SAID PARCEL SOUTH 89' 57' EAST, 176.34 FEET TO A POINT BEARING NORTH 0' 03' EAST FROM A POINT IN THE SOUTH LINE OF SAID DLC NO. 69, 1165.60 FEET NORTH 89' 57' WEST FROM THE SOUTHEAST CORNER THEREOF, THENCE SOUTH 0' 03' WEST, 73.37 FEET, THENCE NORTH 89' 57' WEST, 62.45 FEET TO A POINT BEARING NORTH 0' 03' EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 0' 03' WEST, 60.00 FEET TO THE POINT OF BEGINNING; IN SPRINGFIELD, LANE COUNTY, OREGON SURVEYED DESCRIPTION BEING THE SAME AS FIDELITY NATIONAL TITLE, TITLE COMMITMENT NUMBER 60461740357 DATED FEBRUARY 15, 2017 - MAP NO. 17-03-25-31-06704, 06800 AND 06900 A TRACT OF LAND, LOCATED IN THE SOUTHWEST 1/4 OF SEC11ON 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY POINT OF THE SOUTHWEST CORNER OF PARCEL 3 OF PARTITION PLAT NO. 95-PO778, ALSO BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF 18TH STREET (40.00 FEET FROM CENTERLINE); THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 88'07'49" WEST 70.00 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF 18TH STREET; THENCE ALONG SAID WESTERLY LINE SOUTH 01'52'11" WEST 117.99 FEET, ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY UNE SOUTH 01'52'11" WEST 73.37 FEET TO A POINT ON THE NORTHERLY LINE OF DOCUMENT NUMBER 2007-027718, DEED RECORDS, LANE COUNTY, OREGON; THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE NORTHERLY LINE OF SAID DEED NORTH 88'07'53" WEST 213.41 FEET TO THE NORTHWEST CORNER OF SAID DEED; THENCE ALONG WESTERLY LINE OF OF SAID DEED SOUTH 01'52'07" WEST 60.00 FEET TO THE MOST NORTHERLY NORTHEAST CORNER OF DOCUMENT NUMBER 2006-004182, DEED RECORDS, LANE COUNTY, OREGON; THENCE ALONG THE NORTHERLY LINE OF SAID DEED NORTH 88'07'53" WEST 188.18 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF MOHAWK BLVD. (40.00 FEET PERPENDICULAR FROM CENTERLINE); THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY LINE NORTH 30 58'54° EAST 152.66 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF OLYMPIC STREET (34.98 FEET FROM CENTERLINE); THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 88-0753" EAST 327.32 FEET TO THE POINT OF BEGINNING. �i I�e CoP� W2 s�� l�l�,h Review V_j j�) CAV 5 p, 2 of - to 1565 MOHAWK BLVD., SPRINGFIELD, OR for McDONALD'S USA LLC. 12131113TH AVE NE, SUITE 100 KIRKLAND, WA 98034 BASED UPON COMMITMENT NO. 60461740357, OF FIDELITY NATIONAL TITLE COMPANY OF OREGON BEARING AN EFFECTIVE DATE OF FEBRUARY 15, 2017 @ 08:00 A.M. SURVEYORS CERTIFICATE: TO: Mc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el REGISTERED PROFESSIONAL LAND SURVEYOR Af _• /1. '1104 - JANUARY JANUARY 9, 2007 NICK WHITE REVISIONS W cc U m o (nIl-- c_ CC CC UJQ F m Q Q U v � z co o CD z �= o z a W J C� =� 00 ZQ z = z a �,� � z a R LtJ = o CZ -.D N :;I- W,r,¢oCD MM O Lo Q, W � z uJ c„�¢"'Lo coo a LI: v O LTJ LL Z M N 0 0 T > UJ z 1 0 > OW z U) c IL m AoW vW "\ Q 1 J J ® W CD co z U Q o 0 00 J cfl Z �o a ♦ ) X DRAWN BY: ZJG CHECKED BY: NSW DATE: 04/12/2017 el REGISTERED PROFESSIONAL LAND SURVEYOR Af _• /1. '1104 - JANUARY JANUARY 9, 2007 NICK WHITE REVISIONS FOUND SCRIBE "X" TOP OF CURB; PER CSF 20219, 0.06' SOUTH, 0.09' WEST (0.11' SOUTH, 0.08' EAST)4 / / / S87*58'56"E 100.61' NO2'01'04"E 1.63' 0 ---- FOUND 1/2" IP, UP 0.1'; PER CSF 26289 M / PARCEL 2 AREA: 24,726 SF OR J 0.57 ACRE, MORE OR LESS 0 TAX LOT 6800 p ce TAX MAP 17032531 V ¢tv h �v�'5` 176.34' (S89'57'E 176.34) DEED O�` ?'�nO------`—�— ---- 25.00' o� ---------------------------------136.45Ct ------------- S8758'56"E OLYMPIC STREET (S89'57'E 327.25')1 (S8957'E 327.32')4 S88'07'53"E 327.32' RECORDING NO. 72440 AND 72441 - EASEMENT EFFECTS TAX LOTS 6704 AND 6800 SEE SCHEDULE 8 NOTE 12 ON SHEET 01 McDONALD'S TOTAL AREA: 35,803 SF OR 0.82 ACRE, MORE OR LESS FOUND PK NAIL W/ WASHER, ILLEGIBLE; HELD (N89'57'W 62.45') DEED 62.45' POINT OF BEGINNING N88'0T53"W 213.41' (N89'57'W 212.89')1 150.98' (S89'57'E 150.98') DEED PARCEL 1 AREA: 11,077 SF OR 0.25 ACRE, MORE OR LESS TAX LOT 6704 TAX MAP 17032531 (N89'57'W 150.96') DEED 150.96' M FOUND 5/8" IR, BENT, DOWN 0.3% BEARS S03'43'20"E 0.26' (SW907W 0.26')4 FOUND 5/8" IR, BENT, DOWN 0.3; UNKNOWN ORIGIN, BEARS N81'50'46"W 4.55' RECORDING NO. 87-43779 RECORDING N0. 87-43779 o FOR PARCEL 1 (Ns957 W 213.42)4 22' PARCEL A M b o (N89'S7'W 212.65)DEED INGRESS/ EGRESS EASEMENT / PARCEL B TAX LOT 6900 'TO BENEFIT McDONALD'S ti INGRESS/ EGRESS EASEMENT o' �sCl---------- TAX MAP 17032531 cc o 0 0 ------------------ --------------------------- TO BENEFIT SHERWIN WILLIAMS------------- at, fo 173 70' C14 0 0 d J Q C11 O i d 0 i N N w J CD Z d a Y d FOUND 1/2" IR, DOWN 0.2'; BEARS S36'22'56"W 0.13', HELD (S2910'12"W 0.13')4 i�Nop TAX LOT 7000 TAX MAP 17032531 FOUND 5/8" IR W/YPC "STEMM LS DOC. NO. 2007-027718 I N88'07 53 W 715"; BEARS S88'07'53"E 0.75', HELD X88.18 I (N89'57'W 188.62')1 (S89'40'17"E 189.98')2 (N89.57'W 188.18')4 (N89'57'W 191.52')DOC. NO. 2006-004182 TAX LOT 4200 TAX MAP 17032534 DOC. NO. 2006-004182 POINT OF BEGINNING (S8957'E 0.75')4 FOR PARCEL 2 I ' -�— 4o.oa - N88'07'49"W 70.00' PARCEL At•1 PP ,95—PO778 -OUND 5/8" IR W/YPC - PLS 655", DOWN 0.3'; PER PP NO. 95-PO778 POINT OF COMMENCEMENT SURVEYED DESCRIPTION (i 30' j I I i POINT OF BEGINNING FOR SURVEYED DESCRIPTION i 30' 30' a r N 30' i t� I 25, 30' I SCALE: 1 "= 20 FEET I 20 0 8 12 16 20 I F- 111uj ! I cn Z t"' Ii i I i i i I i I LEGEND 0 FOUND MONUMENT AS NOTED; PER CSF z�m0 20219; HELD UNLESS NOTED OTHERWISE A DENOTES FOUND MONUMENT AS NOTED; PER uW25, co' CSF 30554, HELD UNLESS NOTED OTHERWISE A DENOTES FOUND MONUMENT AS NOTED; PER PP NO. 95-PO778, HELD UNLESS NOTED OTHERWISE Q DENOTES FOUND MONUMENT AS NOTED; PER Lo CD o CSF 26289 HELD UNLESS NOTED OTHERWISE p DENOTES FOUND MONUMENT AS NOTED; HELD D O M %clk S UNLESS NOTED OTHERWISE DOC. NO. DOCUMENT NUMBER PER LANE COUNTY 3 ti� DEED RECORDS IP IRON PIPE IR IRON ROD W/RPC WITH A RED PLASTIC CAP W/YPC WITH A YELLOW PLASTIC CAP PP NO. PART177ON PLAT NUMBER PER LANE COUNTY MAY 18 2017 SURVEY RECORDS C.S. FILE NO. COUNTY SURVEY FILE NUMBER PER LANE COUNTY SURVEY RECORDS PUE PUBLIC UTILITY EASEMENT ROW RIGHT-OF-WAY SF SQUARE FEET i�Nop TAX LOT 7000 TAX MAP 17032531 FOUND 5/8" IR W/YPC "STEMM LS DOC. NO. 2007-027718 I N88'07 53 W 715"; BEARS S88'07'53"E 0.75', HELD X88.18 I (N89'57'W 188.62')1 (S89'40'17"E 189.98')2 (N89.57'W 188.18')4 (N89'57'W 191.52')DOC. NO. 2006-004182 TAX LOT 4200 TAX MAP 17032534 DOC. NO. 2006-004182 POINT OF BEGINNING (S8957'E 0.75')4 FOR PARCEL 2 I ' -�— 4o.oa - N88'07'49"W 70.00' PARCEL At•1 PP ,95—PO778 -OUND 5/8" IR W/YPC - PLS 655", DOWN 0.3'; PER PP NO. 95-PO778 POINT OF COMMENCEMENT SURVEYED DESCRIPTION (i 30' j I I i POINT OF BEGINNING FOR SURVEYED DESCRIPTION i 30' 30' a r N 30' i t� I 25, 30' I SCALE: 1 "= 20 FEET I 20 0 8 12 16 20 I F- 111uj ! I cn Z t"' Ii i I i i i I i I I I ► I REFERENCES ( )1 RECORD INFORMATION PER C.S. FILE NO. 20219, DEC. 1, 1976 z�m0 ( )2 RECORD INFORMATION PER C.S. FILE NO. 21088, NOV. 28, 1977 ( )3 RECORD INFORMATION PER C.S. FILE NO. 26289, JULY 25, 1983 uW25, co' ( )4 RECORD INFORMA11ON PER C.S. FILE NO. 30554, MAY 11, 1992 ( )5 RECORD INFORMATION PER G.S. FILE NO. 39567, DEC. 2, 2005 ( )6 RECORD INFORMATION PER C.S. FILE NO. 33295, DEC. 28, 1995 Filt Cop( PARTITION PLAT NO. 95-PO778 Lo CD o RECORD DATA REVIEWED NC�oQLo� C.S. FILE NO. 15409, APRIL 5, 1968 D O M %clk S C.S. FILE NO. 16989, OCT. 26, 1971 C.S. FILE NO. 17960, JULY 23, 1973 C.S. FILE NO. 17979, OCT. 5, 1973 3 ti� C.S. FILE NO. 18121, NOV. 3, 1973 C.S. FILE NO. 21804, JUNE 16, 1978 C.S. Al F NO. 26374, SEPT. 9, 1983 C.S. FILE NO. 40679, SEPT. 11, 2007 Date Received PLAT OF "BALMAC SUBDIVISION", JUNE 19, 1974 PLAT OF "PHAIR'S ADDITION TO SPRINGFIELD", JANUARY 12, 1949 MAY 18 2017 0 V 00 z�m0 uW25, co' 61 V)ZLq� W Lo CD o a NC�oQLo� N LI: o 10 : Z ►Q a Z M N ® p W z cr U DRAWN BY _ ZJG CHECKED BY: NSW DATE: 04/12/2017 REGISTERED PROFESSIONAL LAND SURVEYOR M71 OREGON JANUARY 9, 2007 NICK WHITE REVISIONS J08 NUMBER 5722-02 SHEET 02 EX STM CB f RIM: 463.10 IE IN: 461.51 (8"E) , / IE IN: 460.95 (10"NE) / IE OUT: 460.65 (8"W) / SUMP: 459.69 EX STM MH f RIM: 463.35 / PEDESTRIAN WALK POLE EX STM AD RIM: 463.38 IE IN: 461.16 (8"E) 4 , 0 IE IN: 461.37 (8"S) °\ IE OUT: 461.30 (8"NW) SUMP: 461.11 J % PUBLIC ACCESS f4� �•C QAV �/4? OFq 1' �� �.,� FLAG f ------ EX STM AD �4 RIM: 49 IE IN: 461.96 (6"E PUBLIC ACCESS , / IC Al IT. AG7 An /O"AIS NOTES: 1. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS PROVIDED BY OTHERS, PROVIDED PER UTILITY LOCATE TICKET NUMBER 17028836. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY U11UTIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 2. FIELD WORK WAS CONDUCTED FEBRUARY 14-16, 2017. 3. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND 14TH STREET ELEVATION = 467.99 FEET (NAVD 88). 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. 5. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE. 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED OTHERWISE. CONTACT SURVEYOR WITH QUESTIONS REGARDING BUILDING TIES. 7. CONTOUR INTERVAL IS 1 FOOT. f. / 1 i _ -7 - - RANCHITO GRILL 1537 MOHAWK BLVD. SPRINGFIELD, OR 97477 OWNER: VELAZCO ABRAHAM & MORALES IRMA L Date Received MAY 18 2017 Original Subrniiial N SCALE: 1"=20 FEET 20 0 8 12 16 20 iU-) M EX STM AD DILA- AgA rO S87'58'56"E TRASH ENCLOSURE DETAIL SCALE 1" = 5' BRICK TRASH ENCLOSURE EAST OF 8.0' PROPERTY LINE 0.26' Q d Q a Q EAST OF PROPERTY LINE T 0.25' 1 15.4' 0.67' SOUTH OF SOUTH OF PROPERTY LINE PROPERTY LINE SHERWIN WILLIAMS 1520 N 18TH STREET CPPIMGFIFI it (1P 07d77 RIM: 464.88 IE IN: 461.62 (5"W) kqY 3 / o f� f I / / /lE EX SAN MH RIM: 464.27 d IN: 459.85 (4"SE) ' IE IN: / 458.96 (8"SW) N U IE OUT: 458.90 (8"NE) C) EX STM CB f RIM: 463.10 IE IN: 461.51 (8"E) , / IE IN: 460.95 (10"NE) / IE OUT: 460.65 (8"W) / SUMP: 459.69 EX STM MH f RIM: 463.35 / PEDESTRIAN WALK POLE EX STM AD RIM: 463.38 IE IN: 461.16 (8"E) 4 , 0 IE IN: 461.37 (8"S) °\ IE OUT: 461.30 (8"NW) SUMP: 461.11 J % PUBLIC ACCESS f4� �•C QAV �/4? OFq 1' �� �.,� FLAG f ------ EX STM AD �4 RIM: 49 IE IN: 461.96 (6"E PUBLIC ACCESS , / IC Al IT. AG7 An /O"AIS NOTES: 1. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS PROVIDED BY OTHERS, PROVIDED PER UTILITY LOCATE TICKET NUMBER 17028836. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY U11UTIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 2. FIELD WORK WAS CONDUCTED FEBRUARY 14-16, 2017. 3. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND 14TH STREET ELEVATION = 467.99 FEET (NAVD 88). 4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY. 5. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE. 6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED OTHERWISE. CONTACT SURVEYOR WITH QUESTIONS REGARDING BUILDING TIES. 7. CONTOUR INTERVAL IS 1 FOOT. f. / 1 i _ -7 - - RANCHITO GRILL 1537 MOHAWK BLVD. SPRINGFIELD, OR 97477 OWNER: VELAZCO ABRAHAM & MORALES IRMA L Date Received MAY 18 2017 Original Subrniiial N SCALE: 1"=20 FEET 20 0 8 12 16 20 iU-) M EX STM AD DILA- AgA rO S87'58'56"E TRASH ENCLOSURE DETAIL SCALE 1" = 5' BRICK TRASH ENCLOSURE EAST OF 8.0' PROPERTY LINE 0.26' Q d Q a Q EAST OF PROPERTY LINE T 0.25' 1 15.4' 0.67' SOUTH OF SOUTH OF PROPERTY LINE PROPERTY LINE SHERWIN WILLIAMS 1520 N 18TH STREET CPPIMGFIFI it (1P 07d77 RIM: 464.88 IE IN: 461.62 (5"W) 30' � 30 MCDONALD'S , SIGN DRIVE THRU SIN 1 WIDTH OF TRAVELLED WAY PUBLIC ACCESS - 21.9' LA 51M AU RIM: 464.95 IP IKb ARI 1R ()"C1 BUILDING DIMENSIONS SCALE 1" = 10' •unmin �oNw WIDTH OF RIGHT-OF-WAY 25' Co W W cc 0 c H Z V O u= � X J Cr �Q CL Q z • o -3 z > o z Q o J W CD wN C z 00 ZD Z 6 N Q 'COD z d. z rri 1o W CC CD Lo Lo Q, W U)w Lo¢ o o w z W Cn -o W IL Z M N Uj z WC) � 0 ca ® w Cf)z CL C/) wooW J J ~ J Q ®Wm Z L6 scil Q O 0 Z Co J ca o co o J DESIGNED BY: DRAWN BY: ZJG CHECKED BY: NSW SCALE: AS NOTED DATE: 04/12/2017 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARYN CK WHITE 07 JOB NUMBER 5722-02 SHEET 03 3 3 o I oU- �- O OR N U C) 30' � 30 MCDONALD'S , SIGN DRIVE THRU SIN 1 WIDTH OF TRAVELLED WAY PUBLIC ACCESS - 21.9' LA 51M AU RIM: 464.95 IP IKb ARI 1R ()"C1 BUILDING DIMENSIONS SCALE 1" = 10' •unmin �oNw WIDTH OF RIGHT-OF-WAY 25' Co W W cc 0 c H Z V O u= � X J Cr �Q CL Q z • o -3 z > o z Q o J W CD wN C z 00 ZD Z 6 N Q 'COD z d. z rri 1o W CC CD Lo Lo Q, W U)w Lo¢ o o w z W Cn -o W IL Z M N Uj z WC) � 0 ca ® w Cf)z CL C/) wooW J J ~ J Q ®Wm Z L6 scil Q O 0 Z Co J ca o co o J DESIGNED BY: DRAWN BY: ZJG CHECKED BY: NSW SCALE: AS NOTED DATE: 04/12/2017 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JANUARYN CK WHITE 07 JOB NUMBER 5722-02 SHEET 03 C5 0 U 0 J D V) N N 0 i N N h w J Z a 0 V) Y Q / / / / 1 1 EX STM CB f RIM: 463.10 / IE IN: 461.51 (8"E) / / IE IN: 460.95 (10"NE) / IE OUT: 460.65 (8"W) SUMP: 459.69 /t ,SEX STMT Rllv': 46: PEES iRIAN WA / J 1 ! / t I i'J d / JQ• J / Qof t R1, NOTES: 1. DIMENSIONS SHOWN ARE PROVIDED FOR HORIZONTAL CONTROL 2. VERIFY ALL BUILDING DIMENSIONS WITH BUILDING PLANS PRIOR TO STARTING CONSTRUCTION. 3. SEE SHEET C101 FOR PRELIMINARY SITE FURNISHING AND SURFACING PLAN. 4. TOTAL SITE AREA = f0.8 ACRES 5. TOTAL IMPERVIOUS AREA = t0.67 ACRES PERCENT OF IMPERVIOUS AREA = t847* 6. CONTRACTOR TO COORDINATE WITH CITY OF SPRINGFIELD TRANSPORTATION ENGINEER FOR INSTALLATION OF LIGHT SHIELDING. /t f t ( 1 / 1 I %t i .XISTTNG 40OW EX STM Cl- AETAL HALIDE RIM: 463.20- 1GHT IE OUT: 461.34 (10"4V) EXISTING BUS OLYMPIC STREET ALL EXISTING TREES SUMP: 459.33 STOP SIGN ALONG OLYMPIC STREET � (PUBLIC) TO BE REMOVED VISION TRIANGLE o - _ --- _ __ _ __ _ VISION TRIANGLE EXISTINGLOW ; APPROXIMATE °l- - -- -- --- PRESSURE SODIUM ( LOCATION OF PROPOSED 7.0 PUE , --�-- 25.0' a d. STREET LIGHT EXISTING FIRE J 6 , e a TO CITY OF SPRINGFIELD' 1 .< / .d d � ,. ° HYDRANT5.5d d 25.0, -------------------- --------------------- 5.9'28AR2O,1 .0 15.5'-------- __------ 28.0' R32.5' -- ---- g-�- 422.1' i R49.5 18.0' d 18.0 ;23.3 12.5 ( 140, ai. R20.5 R20.5 �, , l RB -v R2.0' I y l 12.0 R25.5' _ ( 9.0' ( ` 4.9' - ` - R50.5' R2, (TYP) �+ 4 R25.5' R2.0' I NE 13.0 0 EXISTING DRIVEWAY TO �E 12.0 a d.: d ; . 24.6 �� REPLACED TO MEET CITY I 291 _STM �+' (� STANDARD AND MEET ADA MC�®NA�...®S 20.0' R50.5' R25.5' 4-� _ i 29.7 STS REQUIREMENTS 9.0 6.4 20.0 n �Z 2.5° 5.1' RESTAURANT o 12.0 _ �_ R5.5' 4,456 SO. FT. .•. .. 5.0 A. :�R37.5' 4.9'� 10A' } R7.0' R1.0' R2.0' 44.4' e •� _ - R37.5' i I a , e e _ 6 �' 21`" I, 4.5� TNRU rte' 9.0' 18.5' ! 16.0 16.0 20 14 a otivs (' i ,'§_ , , , 18.0 r • � 5.0 9.0 9.0 - 8.0 . -9.0 8.0 9.0 � � 4 �V 1 8.0 8.0 8.0 8.0 8.0 8.Q 8.0 24A 5.0 10.4 �( d s . 4.5'� _ • .. - - ° • - yy 17.8' ( e ° e _ _.. _ �] -- �i LriA, G- VAT F'� t" wAT--VATs owl'' 7.3' a 6.4'• G G - GtiYAr >^ e • • . o' a •.• ..• ' e• < i.a ._. wA'-. Ij ( . e • •-..,G. Com .� ..- OAd _:. "F'7fY C 5 ---- COM-....•- - __ - ^_ -- n `� 2 0' 38- R2.0' R2.5r R8'- -;- - _ --- _ -------__- -_-_-� 2'1 --' SPEED BUMP TYP. --._ 1`R . - 41--1 RECORDING NO. 87-43779 - `' - _ -- EX SAN CO ~` � - _ I J PARCEL A ��O R2.0" /------- j -------------------- ----------- - 59.T �.. -_, __ Ill _-_ __ - - -� 61.0' ' � -I 1 / 1 I f _____ ---_ -_ --_----------- PROPOSED _ _ - EX SAN CO (I L� V ------ t PROPOSED 7.0' PUE :°ds 24.0' aRIM: 465.71 m I f TO CITY OF SPRINGFIELD IE BEND: 465 i° Cpl s� I ' EXISTING 400W �J��' 43.3 �� -- Gas -- - _ cns ( w _ I �•- m I I d /f METAL HALIDE ;S� 24.0 IICo / 514 2.7 t } ( P ' EX STM AD (I *' t LIGHT _Q - 9.0 43 RIM: 464.88 L EX STM AD I i 135°_ i EX STM AD ;E IN: 464.62 (6"W) RIM: 464.95 I RIM: 46 .60 ( �) _2.� _ 4 IE =N: 461.44 i 10" S j IE IN: 463.18 7_ I RECORDING NO. 87-43779 �`` IE OUT: 46296 (6"E) IE OUT: FULL OF WATER IE OUT: 461.39 (10"N) I/ - PARCEL B �- SUMP: 461.48 AND DEBRIS NO FLOW SUMP: 459.66 EX SAN MH - ! f BRICK INGRESS/EGRESS EASEMENT TO SUMP: 458.62 I i RIM: 464.2? e' RETTNG BENEFIT SHERWIN WILLIAMS - lE AL N: 459.85 (4"SE) �� SAWCUT - E IN: 458.96 (P"Sh1j( SAND SEAL JOINT IE OUT: 458.90 (8"NE) • / j I i I ( i r ( / ( I I r 1 II I i Date Received MAY 18 2017 SCALE 1" = 20 FEET I � 6p 20 0 8 12 16 20 ® In �z ;r Z uj cs cc z c=n z M W�Q'`flr' E�- 4 is a Z z� � C7 S W V�M p p d d p, M � W W L/! z� to O N tO tip v Z o w {L Z M N O p J w Z 0 um Jo ® U a o Z Q �. o (n Q DRAWN BY: TDR CHECKED BY: JMP SCALE: AS NOTED JOB NUMBER 5722-02 SHEET C100 I SURFACING LEGEND CURB AND FURNISHING LEGEND ® 13. INSTALL STANDARD DIRECTIONAL ARROW PER MCDONALD'S SITE 23. INSTALL PEDESTRIAN CROSSING SIGN WITH DIAGONAL ARROW SIGNAGE. U) 1= uj cc C - PLANNING GUIDE. 11. INSTALL VAN ACCESSIBLE PARKING STALL STRIPING AND 1. CONSTRUCT TYPE 'C' CURB. 14. INSTALL DRIVE THRU PAVEMENT BRANDING PER MCDONALD'S STANDARDS. 12. INSTALL PEDESTRIAN CROSSING PAVEMENT MARKING. LIGHT DUTY PAVEMENT 2. CONSTRUCT MONOLITHIC CURB AND SIDEWALK. w >z STANDARDS. HEAVY DUTY PAVEMENT 3. CONSTRUCT CURB ALONG BACK OF BUILDING (CURB EXPOSURE 15. INSTALL ROUND CIRCLE (DIRECTIONAL ARROW) PAVEMENT -- - = tO tO TO VARY). SEE GRADING ON SHEET C200 FOR CURB NOTED EXISTING SIDEWALK DEFICIENCY/HAZARD. PRIOR TO BRANDING PER MCDONALD'S STANDARDS. :.. " • ' NEW CONCRETE SIDEWALK REPLACEMENT CONTRACTOR SHALL COORDINATE WITH CITY EXPOSURES. 16. INSTALL 6" WIDE WHITE PAINTED STRIPE FOR DRIVE THRU PER .. 4. INSTALL CONCRETE WHEEL STOP. ar- MCDONALD'S STANDARDS. ' NEW CONCRETE PAVEMENT 5. CONSTRUCT ADA RAMP AND DETECTABLE WARNING STRIP. SEE 17. INSTALL PULL FORWARD/PAINT STRIPE MARKING PER M W GRADING ON SHEET C200 FOR DETAILED GRADING. ® MCDONALDS SITE PLANNING GUIDE. 6. SCORE CONCRETE PER ARCHITECTURAL PLANS. CONTRACTOR 18. INSTALL 'THANK YOU' PAVEMENT BRANDING PER MCDONALD'S SHALL SUBMIT SCORING PLAN TO MCDONALD'S FOR REVIEW J STANDARDS. NOTES: AND APPROVAL ® u- 19. INSTALL DRIVE THRU SIGNAGE AND ELECTRICAL EQUIPMENT 1. PAVEMENT MARKING STENCILS ARE AVAILABLE AT THE PAVEMENT 7. INSTALL NEW 7 -LOOP SERPENTINE BIKE RACK FOR 8 SPACES. PER MCDONALDS STANDARDS. SEE ARCHITECTURAL AND STENCIL COMPANY (1-800-250-5547). �. 2' SPACING BETWEEN EACH BIKE LOOP. ELECTRICAL PLANS FOR MORE INFORMATION. 2. CONTRACTOR SHALL COORDINATE WITH MCDONALD'S AND ADJACENT 8. CONSTRUCT TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS 20. INSTALL PRE -ORDER SIGN PER MCDONALD'S STANDARDS. PROPERTY OWNER TO OBTAIN PERMISSION FOR CONSTRUCTION ON /) x C Vi FOR DETAILS. 21. INSTALL BOLLARD. ADJACENT PROPERTY. NO WORK OUTSIDE OF THE PROPERTY LINES 9• INSTALL 4" WIDE WHITE PARKING STALL STRIPING PER CITY OF SHALL OCCUR UNTIL PERMISSION IS OBTAINED. I ! j f l EX STM C8 - • - R - - _ _ _ - - - _ _ _ _ _ �- OlkA 46-410 SPRINGFIELD STANDARDS. 22 INSTALL STOP SIGN. 10. INSTALL ADA ACCESSIBLE PARKING STALL STRIPING AND 23. INSTALL PEDESTRIAN CROSSING SIGN WITH DIAGONAL ARROW SIGNAGE. U) 1= uj cc C - (MUTCD R1-5) SIGN PER CITY STANDARDS. 11. INSTALL VAN ACCESSIBLE PARKING STALL STRIPING AND 24. INSTALL "PULL FORWARD" PARKING SIGNAGE PER MCDONALDS SIGNAGE. �a av z STANDARDS. 12. INSTALL PEDESTRIAN CROSSING PAVEMENT MARKING. 25. INSTALL STOP SIGN (MUTCD R1-1) WITH RIGHT TURN ONLY w >z (MUTCD R3 -5R) SIGN PER CITY OF SPRINGFIELD STANDARDS. h 26. INSTALL HANDRAIL REFERENCE ARCHITECTURAL PLANS FOR C D E O O UIM FC i` z MORE INFORMATION. = tO tO 27. NOTED EXISTING SIDEWALK DEFICIENCY/HAZARD. PRIOR TO W REPLACEMENT CONTRACTOR SHALL COORDINATE WITH CITY ZM INSPECTOR AS REQUIRED TO DETERMINE EXTENT OF SIDEWALK N O O REPLACEMENT. IE IN: 461.51 (81) EX STM CI--- / IE IN: 460.95 (10"NE) RIM: 463.20 - - / IE OUT: 460.65 (8"Y�) IE OUT: 461.34 (10"I~!'t OLYMPIC STREET ALL EXISTING TREES SUMP 459.69 SUMP: 459.33 ALONG OLYMPIC STREET / I .':.. ,::.t1'.2r.o-. :,o. . o. -.o /'. //. 1a , ._7°` •• a /•f e 2 e1y3�_ ✓k,.,,Tz.,�:.,\..,r._ s.{ae ,r.�.a�..� ..: ; xa fF. ,y xoy ?o3<e.t::,,,^ J2 >d,^} a' --:.. Tff,.1 ..-., ivr -zT eaj rteks ••.,.< r. .,. : .a r , cS',. M. ,, 4 .ry ��.a.T.. YPsy.). .>6�.z ,:.-. _ p zla4e rF te _�.' W �.• & r 16�s.E. . . a Y + BUS STOP - SIGN _T _-_(-'.'.-P -U-BIIj.j L<s bf IskzCW J ) - 1+;9 1 ;d Y» - --t- TO ys BE r R tiE115 Ma T-xO1Y4-VP-E') D 27EX STM v? RIM: 46'.35 27 PROPOSED 7.00' PUE PiSTOdCITY OF SPRINGFIELD TRIAN WALK POLE .oaPUE j4- - - - - - - - - - - - - - - - - - - - SAWCUT PER 19 2 3 CITY STANDARDS 3 i 17 19 19 15 26 NEW 16 �MCDONALD S 20 5RESTAURANT QJ 7 5 23 a 4' WAa T ,9< 3_ , , SPEED BUMYP. EXSAN CO Ay_1`e4 rn., m ^, S, ,aTxaS4 : N+ I,-RN.N .;:.+�.L- Ll2ter`>tirIs`A,^�s ^"M1� S3 S � M: Cv?O-�A2NtvTTa.� 5t` F7a) ; - III i . ., ' I piH 4 1, ' a' s, 4 465.73 a „t 1 r .,+ ':hv ... .... ,::1 e,14 , .: ".:, ,?.x t , ,::. .. _. :. .<,K.. r.w _<�>• x, .s, a,'3. r r....x ;,T;:: r 3 3 „>.2 ____ + SIG ! r > .,:: ,,5 <x �� r z _. A. , . ;; Fr: � \ SIM -- L BEND: _ STtA .. :. .. :. - .. .. .. - - - - f ---- 463 » I R D• ___--- -STM - r <STM \ - 1i I STM 77 -'• p 1 15 i3 j. f 27 f ! /°! PAS : / fi ems' ('"`� �kA. Sn ,a � ...,.; ..,,--.au""""`xs ^�, i"y °"`?xz<*r's?,zx•+< ,. L y, J/ t s PROPOSED 7.001 .� , � n •� _°� ".: t ;�°�.���\�-�� .. z rz - � . ,. ;s- ., : f / / TO CITY OF SPRIt� /�� -,.`Y ✓.,' ,.~Sw 'v;�AJ ; A% s ta.c" r <,....,y § ,44s ld, Cy ' . y 1 1 f } n 77, DONAEO'S.1 RANCNITOP p % GRILL SIGN SIGN I ! f% RECORDING NO. 87-43779 r EX SAN MH -- __.___ BRICK PARCEL B / RIM: 464.27 I RETAINING INGRESS/EGRESS EASEMENT TO d WALL BENEFIT SHERWIN WILLIAMS �x IE IN: 459.85 (4"SE) IE IN: 458.96 (8"SW) f IE OUT: 458.90 (8"NE) f !� / J EX SAN CO RIM' 465.71 SAWCUT AND SEAL IE BEND: 465± JOINTS. (lYP) pw?-'' I/ EX STM AD RIM: 464.60 IE OUT: 462.96 (6"E) SUMP: 461.48 IAI EX STM AD RIM: 464.88 IE IN: 461.62 (6"W) IE IN: 461.44 (10" S) IE OUT: FULL OF WATER AND DEBRIS NO FLOW SUMP: 458.62 EAS' FROM i a STRUCTURE A JN EX STM AD I RIM: 464.95 IE IN: 463.18 V'S) IE OUT: 461.39 (10"N) SUMP: 459.66 She Ptah Qev�� I NG MCDONALb'S TO REMAIN I i TRIANGLE M l Yt K TO REMAIN TYP O I J 27 i- / E ( RECORDING NO. 87-43779 PARCEL A INGRESS/ EG ESS EASEMENT' BENEFIT MCPONALDS lU W }M.. J cl)= f �q�p W I W j T- E SCALE 1" = 20 FEET 20 0 8 12 16 20 N uj W cc 0 cc O W U) 1= uj cc C - 0 �a av z co o �z z uj w >z Jv zQMNN m h Z {g a Z W p C D E O O UIM FC i` z W�c�� N p N SCALE 1" = 20 FEET 20 0 8 12 16 20 DRAWN BY: qTDRCHECKED BY: SCALE: AS NOTED GATE: MAY 15. 2017 REVISIONS I JOB NUMBER 5722-02 SHEET C101 N uj W cc 0 cc O W U) 1= uj cc C - Lu �a av z � > o �z z uj w >z Jv zQMNN m h Z {g a Z W p C D E O O UIM FC i` z W�c�� N p N = tO tO W cc z Q d' Y a L i O W ZM N O O ® ar- J W U)0~ ® � x M W ® w Z J OW ® u- ®' z u o �. Z cc t�. 5. /) x C Vi DRAWN BY: qTDRCHECKED BY: SCALE: AS NOTED GATE: MAY 15. 2017 REVISIONS I JOB NUMBER 5722-02 SHEET C101 0 EX STM C3 - ' - RlP,1: 463.10 IE IN. 461.51 (8"E) EX STM CI / IE IN: 460.95 (10"NE)! RIM: 463.20 / IE OUT: 460.65 (8"W) !E OUT: 461.34 (10"W) 1 SUMP: 459.69 SUMP: 459.33 BUS STOP SIG-. N EX STM MH a TC: 466.25 IM: 463.35 AC:465.75 5 PEDESTRIAN WALK POLE 8O AC- 465a _ ___--°- �- - - / J SD L=122 S-1 --------- Qi �'1 f ` Ji �1 465.5' s P _ /v / y ui \ AC: 465.65-- �� /a 1 J J AC- 75 �6"; SD, L=16, 50- AC: 465.75 12 465. 6", SD, L=16', 5-1.0% 10 o OLYMPIC STREET (PUBLIC) 4 d. s _ PROPOSED 7.00' PUE 'TO CITY OF SPRINGFIELD � f / f TC: 465.90 - TC: 465.90 cn -TC.465.90 ;� TC:465.70 e �► S SW. 465.86 !4 AC: 465.20 / ✓ Sal g / SW :4s4.05 J �; ' h° $, NEW / McDONALD-S- / DEEP CURB v RESTAURANT sW4s5.5a °�- s - 65.0 SW: 464.50 Ja .�o a FF: 466.0 da .�d. Q ° : f / / 2 Jap OV . a � ! TC: 465.91 /J �h ' ' . AC: 465.41 SW. 465.80 TC: 465.20 t t AC: 465.15 1 ` a �d • , • . d ��' - {Oooo a46w5AC: 464.70 TQ465.50 WAT Ar.465.5 C7- WATAC:464.40± 4 I -- / TC: 465.91 - - - -- - - - - --. --- - - _ _ _ _ _ _ _ ' d.__ SPEED BUIvTP�TYP. AC: 465.58±- AC: 465.55 r AC- 465.41 �o' EX SAN CO i ff "f i l TQ 46..5 r - ��� RIM: 455.73 6515 IE BEND: 463 _ - - _ STt: - STM AC: 464.40± ;`' 65.0 `� 465. I� �- // 3 _- _--J �? l �� - ____/_____- ----______/---------- ----�----- -_- ` 11133 EX SAN CO ' SO sym $ SD, L9;�S=0.5% - _ / �� �,. RIM: 465.71 5 ;E BEND: 4'6�f A s _ GAs GAS I 1 1 PROPOSED 7.00' !°f �' % 1 4 4 _ 1 ; 2.0 � ( � -' � TO CITY OF SPRI ELD 46 I "� EX STM AD ---- -� RIM: 464.88 f d 4 "- 10292 ---.____ EX STM AD IE IN: 461.62(6"W) t� _ "..��. _ 10291 10288 10287 RIM: 64.60 r RANCHIT4 McDONALD'S ~~=! It _ -_--.=� 10286 •� 4 :E IN: 46,.44 X10" S) 10290 10289 6 i�• GRILL SIGN SIGN % 1 'E OU. 462.96 (611 IE OUT: FULL OF WATER / SUMP: 461.48 AND DEBRIS NO FLOW AC: 4E AC: 465.: SHERWIN WILLIAMS SIGN _- ISTM� N6 -LOC -AT -ES - EAST FROM STRUCTURE L-A 0TM A ) RIM: 464.95 IF IN: 463.18 (2"S) IE OUT: 461.39 (10"N) SUMP: 459.66 d °a I TC: 465.60 AC: 465.10 -AC: 464.94 C (-AC: 464.44 i t € i s -AC.-464.63 € -AC: 465.13 r EX SAN MI_; -- �� BRICK SUMP: 458.62 f 6 % / RETAINING -- - Ri�vi: 4r:�'.27 / / 10285 / IE IN- 459.85 14"S-) 4 WALL f€_ IN: 458.96 (8' SW) �€ IE OUT: 458.90 (8"NE) , I � / � I I � � GENERAL NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING U11LITIES AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE, DEPTH AND MATERIAL TYPE. 2. CUT/FILL = +290 CUBIC YARDS (±) LEGEND: TC = TOP OF CURB FG = FINISHED GRADE AC = AC PAVEMENT SW = SIDEWALK CONIC = CONCRETE STORM DRAIN (SD) KEYED NOTES 1. INSTALL NEW OVERFLOW MANHOLE AND CONNECT TO EXISTING 8" STORM DRAIN. CONTRACTOR SHALL POTHOLE EXISTING STORM LINE AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE, DEPTH AND MATERIAL TYPE. RIM: 465.40 EX 8" IE(NW):461.30± 8" IE(SW): 462.52 OVERFLOW El EV: 463.00 2. SD CB, RIM:464.50, 6" IE:462.30 3. 3X3X1 RIP RAP PAD AT OUTLET 8" IE. 462.00 4. SD CB, RIM:464.00, 6" IE:462.13 5. SD CO, 8" IE: 462.20 6. SD CB, RIM:464.80, 8" IE:462.67 7. SD CO, 8" IE: 462.61 8. SD CB, RIM:465.30, 6" IE:462.53 9. SD CO FOR ROOF DRAIN, 6" IE:462.65 10. 4" SD STUB WITH CLEAN OUT AT BLDG. FOR FOOLING DRAIN CONNECTION, L=16', S=1.0% MIN, 4" IE:463.00 CONTRACTOR SHALL VERIFY AND COORDINATE WITH GEOTECH AND ARCHITECT PRIOR TO INSTALLATION. BACK FLOW DEVICE BY OTHERS, CONTRACTOR TO COORDINATE. 11. SD CB, RIM:464.85, 6" IE:462.68 12. 2 FT. CURB BREAK 13. 3X3X1 RIP RAP PAD AT CURB BREAK 14. 2 FT. CURB BREAK 15. 3X3X1 RIP RAP PAD AT CURB BREAK 16. 3X3X1 RIP RAP PAD AT OUTLET 8" IE: 462.00 17. INSTALL NEW OVERFLOW MANHOLE AND CONNECT TO EXISTING 8" STORM DRAIN. CONTRACTOR SHALL POTHOLE EXISTING STORM LINE AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE, DEPTH AND MATERIAL TYPE. RIM: 464.83 EX 8" IE(E): 462.15± 8" IE(NW): 462.15 OVERFLOW ELEV. 463.00 18. SD CLEAN OUT EVERY 100 -FT PER UPC. �i►e Copy Sk Plan review DbWA bWkS P9 -7 of to Date Received MAY 18 2017 w&at Subff ittai Date Received SCALE 1" = 20 FEET MAY 18 2017 20 0 8 12 16 20 Ordgdna! Submittal oW �z Z Q N N �rncsDn Z O O U= '14: -t 6 W OHC, C, q) Y rl)o w LoY Z M L0 0 N o r� V f, mj W cl) ® � x oil ® uj / -� 0 ® L JCo o W (7) ccZ �.=U. d :D f 11 o '46T '000 Z �CO /f C/)>C EX STM C3 - ' - RlP,1: 463.10 IE IN. 461.51 (8"E) EX STM CI / IE IN: 460.95 (10"NE)! RIM: 463.20 / IE OUT: 460.65 (8"W) !E OUT: 461.34 (10"W) 1 SUMP: 459.69 SUMP: 459.33 BUS STOP SIG-. N EX STM MH a TC: 466.25 IM: 463.35 AC:465.75 5 PEDESTRIAN WALK POLE 8O AC- 465a _ ___--°- �- - - / J SD L=122 S-1 --------- Qi �'1 f ` Ji �1 465.5' s P _ /v / y ui \ AC: 465.65-- �� /a 1 J J AC- 75 �6"; SD, L=16, 50- AC: 465.75 12 465. 6", SD, L=16', 5-1.0% 10 o OLYMPIC STREET (PUBLIC) 4 d. s _ PROPOSED 7.00' PUE 'TO CITY OF SPRINGFIELD � f / f TC: 465.90 - TC: 465.90 cn -TC.465.90 ;� TC:465.70 e �► S SW. 465.86 !4 AC: 465.20 / ✓ Sal g / SW :4s4.05 J �; ' h° $, NEW / McDONALD-S- / DEEP CURB v RESTAURANT sW4s5.5a °�- s - 65.0 SW: 464.50 Ja .�o a FF: 466.0 da .�d. Q ° : f / / 2 Jap OV . a � ! TC: 465.91 /J �h ' ' . AC: 465.41 SW. 465.80 TC: 465.20 t t AC: 465.15 1 ` a �d • , • . d ��' - {Oooo a46w5AC: 464.70 TQ465.50 WAT Ar.465.5 C7- WATAC:464.40± 4 I -- / TC: 465.91 - - - -- - - - - --. --- - - _ _ _ _ _ _ _ ' d.__ SPEED BUIvTP�TYP. AC: 465.58±- AC: 465.55 r AC- 465.41 �o' EX SAN CO i ff "f i l TQ 46..5 r - ��� RIM: 455.73 6515 IE BEND: 463 _ - - _ STt: - STM AC: 464.40± ;`' 65.0 `� 465. I� �- // 3 _- _--J �? l �� - ____/_____- ----______/---------- ----�----- -_- ` 11133 EX SAN CO ' SO sym $ SD, L9;�S=0.5% - _ / �� �,. RIM: 465.71 5 ;E BEND: 4'6�f A s _ GAs GAS I 1 1 PROPOSED 7.00' !°f �' % 1 4 4 _ 1 ; 2.0 � ( � -' � TO CITY OF SPRI ELD 46 I "� EX STM AD ---- -� RIM: 464.88 f d 4 "- 10292 ---.____ EX STM AD IE IN: 461.62(6"W) t� _ "..��. _ 10291 10288 10287 RIM: 64.60 r RANCHIT4 McDONALD'S ~~=! It _ -_--.=� 10286 •� 4 :E IN: 46,.44 X10" S) 10290 10289 6 i�• GRILL SIGN SIGN % 1 'E OU. 462.96 (611 IE OUT: FULL OF WATER / SUMP: 461.48 AND DEBRIS NO FLOW AC: 4E AC: 465.: SHERWIN WILLIAMS SIGN _- ISTM� N6 -LOC -AT -ES - EAST FROM STRUCTURE L-A 0TM A ) RIM: 464.95 IF IN: 463.18 (2"S) IE OUT: 461.39 (10"N) SUMP: 459.66 d °a I TC: 465.60 AC: 465.10 -AC: 464.94 C (-AC: 464.44 i t € i s -AC.-464.63 € -AC: 465.13 r EX SAN MI_; -- �� BRICK SUMP: 458.62 f 6 % / RETAINING -- - Ri�vi: 4r:�'.27 / / 10285 / IE IN- 459.85 14"S-) 4 WALL f€_ IN: 458.96 (8' SW) �€ IE OUT: 458.90 (8"NE) , I � / � I I � � GENERAL NOTES: 1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING U11LITIES AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE, DEPTH AND MATERIAL TYPE. 2. CUT/FILL = +290 CUBIC YARDS (±) LEGEND: TC = TOP OF CURB FG = FINISHED GRADE AC = AC PAVEMENT SW = SIDEWALK CONIC = CONCRETE STORM DRAIN (SD) KEYED NOTES 1. INSTALL NEW OVERFLOW MANHOLE AND CONNECT TO EXISTING 8" STORM DRAIN. CONTRACTOR SHALL POTHOLE EXISTING STORM LINE AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE, DEPTH AND MATERIAL TYPE. RIM: 465.40 EX 8" IE(NW):461.30± 8" IE(SW): 462.52 OVERFLOW El EV: 463.00 2. SD CB, RIM:464.50, 6" IE:462.30 3. 3X3X1 RIP RAP PAD AT OUTLET 8" IE. 462.00 4. SD CB, RIM:464.00, 6" IE:462.13 5. SD CO, 8" IE: 462.20 6. SD CB, RIM:464.80, 8" IE:462.67 7. SD CO, 8" IE: 462.61 8. SD CB, RIM:465.30, 6" IE:462.53 9. SD CO FOR ROOF DRAIN, 6" IE:462.65 10. 4" SD STUB WITH CLEAN OUT AT BLDG. FOR FOOLING DRAIN CONNECTION, L=16', S=1.0% MIN, 4" IE:463.00 CONTRACTOR SHALL VERIFY AND COORDINATE WITH GEOTECH AND ARCHITECT PRIOR TO INSTALLATION. BACK FLOW DEVICE BY OTHERS, CONTRACTOR TO COORDINATE. 11. SD CB, RIM:464.85, 6" IE:462.68 12. 2 FT. CURB BREAK 13. 3X3X1 RIP RAP PAD AT CURB BREAK 14. 2 FT. CURB BREAK 15. 3X3X1 RIP RAP PAD AT CURB BREAK 16. 3X3X1 RIP RAP PAD AT OUTLET 8" IE: 462.00 17. INSTALL NEW OVERFLOW MANHOLE AND CONNECT TO EXISTING 8" STORM DRAIN. CONTRACTOR SHALL POTHOLE EXISTING STORM LINE AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE, DEPTH AND MATERIAL TYPE. RIM: 464.83 EX 8" IE(E): 462.15± 8" IE(NW): 462.15 OVERFLOW ELEV. 463.00 18. SD CLEAN OUT EVERY 100 -FT PER UPC. �i►e Copy Sk Plan review DbWA bWkS P9 -7 of to Date Received MAY 18 2017 w&at Subff ittai Date Received SCALE 1" = 20 FEET MAY 18 2017 20 0 8 12 16 20 Ordgdna! Submittal oW �z Z Q N N �rncsDn Z O O U= '14: -t 6 W OHC, C, q) Y rl)o w LoY DATE. -MAY 15. 2017 K P(A JOB NUMBER 5722-02 SHEET Z M L0 0 N o r� V mj W cl) ® � x oil ® uj -� 0 ® L JCo o W (7) ccZ �.=U. d :D f 11 o '46T '000 Z �CO fn - CL o C/)>C DATE. -MAY 15. 2017 K P(A JOB NUMBER 5722-02 SHEET CD 0 0 N 0 N N t\ W J z Of 0 U) SANITARY SEWER (SS) KEYED NOTES WATER AND FIRE KEYED NOTES 1. CONNECT TO EXISTING SANITARY SEWER SERVICE AT PROPERTY UNE. 11. INSTALL SS CO AT BUILDING PER UPC. SEE MECHANICAL PLANS FOR 1. EXISTING WATER SERVICE TO REMAIN CONTINGENT ON THE 12. 6" FIRE SERVICE CONNECTION AT BUILDING. REFER TO CONTRACTOR SHALL POTHOLE EXISTING SANITARY SERVICE LINE AND AND i CONTINUATION. 460.30 FINAL FIXTURE COUNT. IF LARGER SERVICE IS REQUIRED, MECHANICAL PLANS FOR CONTINUATION. t • VERIFY MATERIAL, SIZE, DEPTH, ALIGNMENT, AND INVERT ELEVATION AT 4' IE: >♦Lu REPLACE EXISTING WATER SERVICE AND RP DEVICE. CLEANOUT. CONTACT ENGINEER IF ADJUSTMENT IS REQUIRED.13. 12. 4" PVC SS, L=23`, S=2.0% MIN 2. INSTALL 10X6 TEE. CONNECT TO EXISTING WATER SERVICE. NEW 6" IE IN:458.59 (ASSUMED) 0 EL a CD m to 14. 2" SCH 80 PVC WATER UNE FOR FROST FREE HOSE BIB 2. 6" PVC SS, L=4', S=1.07. MIN 13. 6" PVC SS, L=53', S=2.0% MIN 3. INSTALL 6" GATE VALVE PER CITY OF SPRINGFIELD CONNEC11ON INSIDE TRASH ENCLOSURE. COORDINATE WITH fn j STANDARDS. MCDONALD'S. 3. SS CO, 6" IE: 458.70 14. SS CO, 6" IE. 460.47 4. INSTALL 6" DCDA FIRE SERVICE VAULT WITH FDC, TRAFFIC 4. 6" PVC SS, L=72', S=1.0% MIN 15. 6" PVC SS, L=14', S=1.0% MIN RATED LID, AND COVER PER CITY OF SPRINGFIELD STANDARDS. 5. SS CO, 6" IE: 459.34 16. SS AREA DRAIN FOR TRASH ENCLOSURE, RIM: 465.38, IE: 460.67 5. FDC PER LOCAL FIRE DEPARTMENT STANDARDS. 6. 6" PVC SS, L=47', S=1.0% MIN 6. INSTALL BLOW OFF ASSEMBLY PER EWEB STANDARD WC50. 7. SS CO, 6" IE: 459.80 7. EXISTING IRRIGATION WATER SERVICE METER TO BE REUSED FOR NEW IRRIGATION SYSTEM. REFER TO 8. 4" PVC SS, L=5', S=2.0% MIN LANDSCAPE PLANS. CONTRACTOR SHALL VERIFY EXISTING IRRIGATION METER AND SERVICE LINE SIZE PER IRRIGATION 9. INSTALL 1500 GALLON GREASE INTERCEPTOR PER DETAILS ON SHEET C403 SUPPLY REQUIREMENTS. e IE IN:460.10 4" IE OUT:459.93 8. INSTALL NEW 6" C900 PRIVATE FIRE SERVICE. COMMON TRENCH WITH EXISTING 1r DOMESTIC WATER 10. a PVC SS, L=10', S=2.0% MIN SERVICE. 9. 22.5 DEGREE BEND AND THRUST BLOCK. 10. 45 DEGREE BEND AND THRUST BLOCK. 11. 90 DEGREE BEND AND THRUST BLOCK. / / / / EX STM CB RIM: 463.10 IE IN: 461.51 (81) / IE IN: 460.95 (10"NE) j IE OUT: 460.65 (8"W) / SUMP., 459.69 / EX STM MH --- / % RIM: 463.35 / PEI E//STRIAN WALK POLE f r7 I / `V / I I - - - - ---- - - EX STM Cl RIM: 463.20 IE OUT: 461.34 (10"W) SUMP: 459.33 _ r BUS STOP SIGN j a ----------------------- STN L-_.__ _ STht ---- STN / / ! lq. a .9 I•a . a, NEW McDONALD'S 5 ° "• RESTAURANT a. FF ELEV:466.00 4 OLYMPIC STREET (PUBLIC) 4 PROPOSED 7.00' PUE -- 4 J/ TO CITY OF SPRINGFIELD` FRANCHISE UTILITY KEYED NOTES �D 1. GAS SERVICE TO BUILDING. COORDINATE WITH LOCAL GAS COMPANY FOR INSTALLATION AND ALIGNMENT. 2. POWER AND COMMUNICATIONS CONNECTION POINT TO BE VERIFIED AND COORDINATED WITH UTILITY SERVICE PROVIDERS. 3. COMMON UTILITY TRENCH - INSTALL PER UTILITY COMPANY STANDARDS (1) 4" SCH 40 PVC CONDUIT FOR POWER (2) 2"SCH 40 CONDUIT FOR COMM/CAN 4. BUILDING CONNECTION POINT. CONTRACTOR SHALL VERIFY WITH BUILDING PLANS AND U1ILITY COMPANIES PRIOR TO INSTALLATION. 5. (1) e SCH 40 PVC CONDUIT FOR POWER TO TRASH ENCLOSURE FOR COMPACTOR, COORDINATE WITH MCDONALD'S. NOTES: 1. JOINT RESTRAINTS FOR WATER/FIRE LINES 4" AND LARGER CAN BE USED IN LIEU OF THRUST BLOCKS. 2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CLEAN AND TV THE EXISTING SANITARY SEWER SERVICE TO DETERMINE PIPE CONDITION AND SERVICEABILITY. 3. COM, GAS AND POWER SERVICES SHOWN ARE CONCEPTUAL ALIGNMENTS ONLY WHICH HAVE NOT BEEN COORDINATED WITH UTILITY PROVIDERS. CONTRACTOR SHALL VERIFY AND COORDINATE WITH SERVICE PROVIDERS PRIOR TO INSTALLATION. 4. PRIOR TO ORDERING PIPE MATERIALS CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND VERIFY MATERIAL, SIZE, DEPTH AND ALIGNMENT. CONTACT ENGINEER IF ADJUSTMENT IS REQUIRED. t � alb I 111 til j STN sN/ 1 _- .__._ I� � , j � 1I t / � I WYE/ 11 11 t1 14 I I 4 `I oI o ° 13 �4R I i 6 e wT I $ 9 � ! q - av_- __ - o AT FIRE AT ".. WAT , 1 c q 1{' e° _t b :- --a _ s �_'- WHAT til' WAT-- WA WA WAT FME QCs WAT - Y.4 FVEE WAT - CG 1� -= Coit - _ - _ _ -- _ - 3 % ! coN ~ � a ----t---- ---- -- -- - - - `_-- cam - I 2 PEED BUMP TYP. 1 a � EXISTING 10, PVC WATER MAIN 10 - -� oto EX SAN Go PER CITY A -GUILTS ° l / 12 9' ..-_ sNER4�iiN°dILLiAMSj � I ® 13 _ � RIM: 465.73 + , 8 STM- _ - (E BEND: 463 SIGN SAN STM TIM STM j St - � sTu -_-� --6 7 I .ATS - _______________________________________._____ w ------------- EX SAN CO fST F ROM STRUCTURE 465.71 J I 1Q 1 c !� STM - -STM -. _STN _-� t � IE BEND. 405± im _ � I CL GAS �j PROPOSED 7.00' AS D ° !; �k ; I \ ' 1 i 4 i s., it k alCo I r TO CITY OF SPE .- I 11 ; EX „ TM AD 91 i RANCHITO McDONALD'S - 1/ GRIL(_ SIGN SIGN / EX SAN MH - ' ! G ___BRICK / RIM: 464.27 / RETAINING RECORDING NO. 87-43779 / IE N: 459.85 (4"SE) WALL PARCEL B IE IN- 458.96 (8'SW) � INGRESS/EGRESS EASEMENT TO IE OUT: 458.90 (8"NE) 1 BENEFIT SHERWIN WILLIAMS / I EX STM AD RIM: 464.60 IE CUT: 462.96 (6"E} SUMP: 461.48 RIM: 464.88 IE IN: 461.62 (611W) IE IN: 461.44 00" S) IE OUT: FULL OF NATER AND DEBRIS NO FLOW SUMP: 458.62 LA ,,TM AD RIM: 464.95 IE IN: 463.18 (2"S) IE OUT: 461.39 (10"N) SUMP: 459.66 En u., w 21 oldZ Z_ d l N 's, r,-- F= z��oo o C.D=�� o, ��t WON`p4p d -4 Y 0__ ti: v SCALE 1" = 20 FEET DRAWN BY: IDR rm CHECKED BY: JMP 20 0 8 12 16 20 SCALE: AS NOTED DATE: MAY 15, 2017 i 5�ke, +lay i�evie bout �G�eS I I 1 I 1 I I ate Received I I MAY 18 t il� E JOB NUMBER 5722-02 SHEET r 11 i Cl) M t • >♦Lu 0 EL a CD m to LL .. r fn j SCALE 1" = 20 FEET DRAWN BY: IDR rm CHECKED BY: JMP 20 0 8 12 16 20 SCALE: AS NOTED DATE: MAY 15, 2017 i 5�ke, +lay i�evie bout �G�eS I I 1 I 1 I I ate Received I I MAY 18 t il� E JOB NUMBER 5722-02 SHEET r 11 O O J H Q J 0 LU Q V) 0 Z J N O I N N Lo LoLij U - (D z Q 0 Y Q PLANT SCHEDULE TREES QTY BOTANICAL NAME -i 8 ACER RUBRUM 'ARMSTRONG' • - 2 CHAMAECYPARIS NOOTKATENSIS 'PENDULA' 7 FRAXINUS OXYCARPA 'RAYWOOD' 5 OSTRYA VIRGINIANA Kjo,I'►,[gm'Irm.IA ARMSTRONG RED MAPLE WEEPING ALASKAN CEDAR RAYWOOD ASH ��hI1L�I:L`�:[�7J:hJ:1�Ic3�►1►' SIZE CONTAINER SPACING 2" CAL B&B AS SHOWN 6'-8' HT B&B AS SHOWN 2" CAL B&B AS SHOWN 2" CAL. B&B AS SHOWN SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING 23 BERBERIS THUNBERGII 'CRIMSON PYGMY CRIMSON PYGMY BARBERRY 1 GAL CONT. 36" ox. O 97 PRUNUS LAUROCERASUS 'OTTO LUYKEN' LUYKENS LAUREL 3 GAL CONT. 36" ox. 0 17 RHODODENDRON X 'UNIQUE' UNIQUE RHODODENDRON 15 GAL. CONT. 48" ox. 0 43 ROSA X 'NOATRAUM' PINK FLOWER CARPET ROSE 1 GAL CONT. 36" ox. 0 6 SPIRAEA JAPONICA 'GOLDMOUND' SPIREA 1 GAL CONT. 36" ox. Q 67 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL CONT. 42" ox. GRASSES QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING 12 CALAMAGROS11S X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS 1 GAL CONT. 24" ox. 165 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN DWARF FOUNTAIN GRASS 1 GAL CONT. 24" ox. - - - - - - - - q / ARMSTRONG RED MAPLE (TYP) q I /1 a NEW MONA A RESTAUF a 44 `- /j LANDSCAPE d a: .. a d BOULDER (TYP) �be 0.j RIVER COBBLE / 4 f i sora RAINGARDEN PINK FLOWER CARPET ROSE (TYP) ---HERBACEOUS PLANT-..__________..__________.______ MIX (TYP) EXISTING STREET TREE TO REMAIN �P s +'-y +. f HAMELN } %}+!4 - / STm -' Ste{ - i Ii n ,•} ++ +` r GAS---_ _ LAWN 1 ' +�+.�++++�- ��+ / �`+ + + +, / OREGON GRAPE (TYP) INCENSE CEDAR (TYP) 3RI1I'KN RED FLOWERING CURRANT (TYP) RETAINING EXISTING CONIFER TREE TO J WALL REMAIN (TYP) / SNOWBUSH (TYP) EXISTING DECIDUOUS TREE TO REMAIN KINNIKINNICK (TYP) GROUND COVERS RAIN GARDEN TREES QTY DESCRIP110N 1,920 SF LAWN: SOD QTY BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING 2 CALOCEDRUS DECURRENS INCENSE CEDAR MIN. 6' HT. B&B AS SHOWN QTY BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING 9 CEANOTHUS VELUTTNUS SNOWBUSH 1 GAL CONT. 36" ox. 28 CORNUS STOLONIFERA 'KELSEYI' KELSEY DOGWOOD 1 GAL CONT. 24" ox. 10 MAHONIA AQUIFOLIUM OREGON GRAPE 1 GAL CONT. 36" ox. 14 RIBES SANGUINEUM RED FLOWERING CURRANT 3 GAL CONT. 48" o. c. 10 ROSA GYMNOCARPA BALDHIP ROSE 1 GAL CONT. 36" O.C. 9 SPIRAEA DOUGLASII DOUGLAS SPIREA 3 GAL. CONT. 48" ox. RAINGARDEN GROUNDCOVERS OTYTY BOTANICAL NAME COMMON NAME 146 ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK r%1 r%Alr% AIM% nrrllnntnfi rVin'nLl^ /1■ ILSMM ... SIZE/CONTAINER SPACING 4" POTS 18" ox. 4" POTS 18" ox. GENERAL LANDSCAPING NOTES: 1. PLANTING AND MATERIAL SPECIFICATIONS ARE PRELIMINARY AND ARE SHOWN TO CONVEY DESIGN INTENT AND MAY BE REVISED OR SUBSTITUTED PRIOR TO FINAL SUBMITTAL DUE TO AVAILABILITY, SITE CONSTRAINTS, ETC. WHERE ALLOWABLE UNDER CITY OF SPRINGFIELD CODE STANDARDS. 2. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE AND EXISTING CONDITIONS AND FOR VERIFYING PLANT AND MATERIAL QUANTITIES. IF DISCREPANCIES OCCUR, DESIGN INTENT PREVAILS OVER QUANTITIES LISTED. 3. ALL LANDSCAPING TO CONFORM TO CITY OF SPRINGFIELD DESIGN STANDARDS AND TO AMERICAN NURSERY STANDARDS ANSI Z60.1. PLANT IN CONFORMANCE WITH BEST -PRACTICE INDUSTRY STANDARDS SUCH AS THOSE ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD (OLCB). 4. TREES TO BE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS FOR NURSERY STOCK (ANSI Z60.2) FOR GRADE NO. 1 OR BETTER. SHRUBS AND GROUNDCOVER PLANT MATERIALS SHALL BE HEALTHY AND TYPICAL IN SHAPE AND FORM FOR THEIR SPECIES, CONFORMING IN SIZE AND QUALITY GRADE TO AAN STANDARDS FOR NURSERY STOCK. 5. CONSTRUC110N ACTIVITY SHALL NOT BE ALLOWED WITHIN THE DRIPUNES OF EXISTING TREES TO REMAIN UNLESS APPROVED BY THE LANDSCAPE ARCHITECT OR ARBORIST. TREES SHALL BE PROTECTED BY MEANS OF ORANGE CONSTRUCTION FENCING OR SIMILAR PLACED AT THE DRIPLINE. 6. STREET TREES SHALL BE CENTERED IN THE PLANTING STRIP, WITH ROOT BARRIER PER CITY STANDARDS. CONTRACTOR SHAD_ FIELD ADJUST AS NECESSARY TO AVOID CONFLICTS WITH EXISTING VEGETATION AND MAINTAIN THE FOLLOWING CLEARANCE: 20' FROM DECORATIVE POST TOP MOUNTED STREET LIGHTS; 30' FROM COBRA HEAD STREET LIGHTS; 35' FROM PERPENDICULAR CURB LINE OF STREET INTERSEC110NS OR 25' FROM THE INSIDE INTERSECTION OF THE SIDEWALKS; 5' FROM WATER METERS OR OTHER U11UTY FIXTURES; 10' FROM ANY UTILITY POLE, 15' FROM ALLY INTERSECTIONS; 10' FROM DRIVEWAY INTERSECTIONS. REFER ALSO TO CITY OF SPRINGFIELD ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL SECTION 1 6.02.6 TREE PLANTING PROCEDURES AND ESTABLISHMENT. 7. EXISTING TOPSOIL SHALL BE USED ON SITE WHERE EVER PRACTICABLE. IF TOPSOIL IS COMPACTED, CONTAMINATED, OR OTHERWISE INSUFFICIENT FOR HEALTHY PLANT GROWTH. IMPORTED TOPSOIL SHALL BE USED TO MAKE UP DESIRED AMOUNTS. ALL PLANTING BEDS AND LAWN AREAS SHALL BE BROUGHT TO GRADE SHOWN ON THE GRADING PLANS AND BE SMOOTH AND FREE OF DEBRIS AND HIGH/LOW SPOTS WHERE WATER MAY COLLECT PRIOR TO PLANT INSTALLATION, 8. A WATER EFFICIENT IRRIGATION SYSTEM IS PROPOSED FOR THE ESTABLISHMENT AND ON-GOING HEALTH OF PLANT MATERIAL ON SITE. SITE STATISTICS: Ek Cod TOTAL SITE AREA = ±0.8 ACRES TOTAL IMPERVIOUS AREA = ±0.65 ACRES PERCENT OF IMPERVIOUS AREA = ±81% TOTAL LANDSCAPING = ±6,557 SF �y �o PERCENT LANDSCAPING= ±18.5% REPAIR AND REFURBISH EXISTING LAWN IN PLANTER STRIP AS NECESSARY I t EXISTING SIGN TO REMAIN Date Received MAY • 2017 4-AA- 0 AA 0 O I ( I I I i I I I I SCALE 1" = 20 FEET 1 0 20 0 8 12 16 20 N W W cc 0 f 809 FRAGARIA CHILOENS{S COASTAL STRAWBERRY m0 J �a UJ V 704 SF± BOTTOM OF RAIN GARDEN HERBACEOUS PLANT MIX: (176) 4' POTS DENSE SEDGE/CAREX DENSA, 12' O.C. ± cn oW (176) 4" POTS TUFTED HAIRGRASS/DESCHAMPSIA CESPITOSA, 12" O.C. ± Z Z ro Cn (176) 4' POTS SPREADING RUSH/JUNCUS PATENS, 12" O.C. ± z��csco (176) 4" POTS OREGON IRIS/IRIS TENAX, 12' O.C. ± r%1 r%Alr% AIM% nrrllnntnfi rVin'nLl^ /1■ ILSMM ... SIZE/CONTAINER SPACING 4" POTS 18" ox. 4" POTS 18" ox. GENERAL LANDSCAPING NOTES: 1. PLANTING AND MATERIAL SPECIFICATIONS ARE PRELIMINARY AND ARE SHOWN TO CONVEY DESIGN INTENT AND MAY BE REVISED OR SUBSTITUTED PRIOR TO FINAL SUBMITTAL DUE TO AVAILABILITY, SITE CONSTRAINTS, ETC. WHERE ALLOWABLE UNDER CITY OF SPRINGFIELD CODE STANDARDS. 2. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE AND EXISTING CONDITIONS AND FOR VERIFYING PLANT AND MATERIAL QUANTITIES. IF DISCREPANCIES OCCUR, DESIGN INTENT PREVAILS OVER QUANTITIES LISTED. 3. ALL LANDSCAPING TO CONFORM TO CITY OF SPRINGFIELD DESIGN STANDARDS AND TO AMERICAN NURSERY STANDARDS ANSI Z60.1. PLANT IN CONFORMANCE WITH BEST -PRACTICE INDUSTRY STANDARDS SUCH AS THOSE ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD (OLCB). 4. TREES TO BE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS FOR NURSERY STOCK (ANSI Z60.2) FOR GRADE NO. 1 OR BETTER. SHRUBS AND GROUNDCOVER PLANT MATERIALS SHALL BE HEALTHY AND TYPICAL IN SHAPE AND FORM FOR THEIR SPECIES, CONFORMING IN SIZE AND QUALITY GRADE TO AAN STANDARDS FOR NURSERY STOCK. 5. CONSTRUC110N ACTIVITY SHALL NOT BE ALLOWED WITHIN THE DRIPUNES OF EXISTING TREES TO REMAIN UNLESS APPROVED BY THE LANDSCAPE ARCHITECT OR ARBORIST. TREES SHALL BE PROTECTED BY MEANS OF ORANGE CONSTRUCTION FENCING OR SIMILAR PLACED AT THE DRIPLINE. 6. STREET TREES SHALL BE CENTERED IN THE PLANTING STRIP, WITH ROOT BARRIER PER CITY STANDARDS. CONTRACTOR SHAD_ FIELD ADJUST AS NECESSARY TO AVOID CONFLICTS WITH EXISTING VEGETATION AND MAINTAIN THE FOLLOWING CLEARANCE: 20' FROM DECORATIVE POST TOP MOUNTED STREET LIGHTS; 30' FROM COBRA HEAD STREET LIGHTS; 35' FROM PERPENDICULAR CURB LINE OF STREET INTERSEC110NS OR 25' FROM THE INSIDE INTERSECTION OF THE SIDEWALKS; 5' FROM WATER METERS OR OTHER U11UTY FIXTURES; 10' FROM ANY UTILITY POLE, 15' FROM ALLY INTERSECTIONS; 10' FROM DRIVEWAY INTERSECTIONS. REFER ALSO TO CITY OF SPRINGFIELD ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL SECTION 1 6.02.6 TREE PLANTING PROCEDURES AND ESTABLISHMENT. 7. EXISTING TOPSOIL SHALL BE USED ON SITE WHERE EVER PRACTICABLE. IF TOPSOIL IS COMPACTED, CONTAMINATED, OR OTHERWISE INSUFFICIENT FOR HEALTHY PLANT GROWTH. IMPORTED TOPSOIL SHALL BE USED TO MAKE UP DESIRED AMOUNTS. ALL PLANTING BEDS AND LAWN AREAS SHALL BE BROUGHT TO GRADE SHOWN ON THE GRADING PLANS AND BE SMOOTH AND FREE OF DEBRIS AND HIGH/LOW SPOTS WHERE WATER MAY COLLECT PRIOR TO PLANT INSTALLATION, 8. A WATER EFFICIENT IRRIGATION SYSTEM IS PROPOSED FOR THE ESTABLISHMENT AND ON-GOING HEALTH OF PLANT MATERIAL ON SITE. SITE STATISTICS: Ek Cod TOTAL SITE AREA = ±0.8 ACRES TOTAL IMPERVIOUS AREA = ±0.65 ACRES PERCENT OF IMPERVIOUS AREA = ±81% TOTAL LANDSCAPING = ±6,557 SF �y �o PERCENT LANDSCAPING= ±18.5% REPAIR AND REFURBISH EXISTING LAWN IN PLANTER STRIP AS NECESSARY I t EXISTING SIGN TO REMAIN Date Received MAY • 2017 4-AA- 0 AA 0 O I ( I I I i I I I I SCALE 1" = 20 FEET 1 0 20 0 8 12 16 20 DRAWN BY: KAH CHECKED BY: KAH/TEB SCALE: AS NOTED DATE: MAY 15, 2017 T _k JOB NUMBER 5722-02 SHEET L100 N W W cc 0 OW CnI m0 J �a UJ V Q U Z N • 0 C!) z za W cn oW 0 z Z Z Z ro Cn N N a ¢ >- z��csco E o W OC z Z v v' o tj r i r -es c U-) Locc coZ L!J O Q�Yd:Ll_ v Lu LL z NO N Oo ® - 0r- 0- aC. Cf) / Z 0 w um 0 Jo ® W_ Co LL o m o zAft U) �a 1 Q. o � ) 1>51C J �i DRAWN BY: KAH CHECKED BY: KAH/TEB SCALE: AS NOTED DATE: MAY 15, 2017 T _k JOB NUMBER 5722-02 SHEET L100 NOTES, 1. THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLL❑WING CRITERIA, ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT BE THE RESPONSIBILITY OF SECURITY LIGHTING, 2. THE CONTRIBUTION OF THE SOFFIT / BUILDING LIGHTING IS NOT REFLECTED ON THE DRAWING UNLESS SOFFIT / BUILDING LIGHTING IS SPECIFIED IN THE FIXTURE SCHEDULE BELOW, 3. DISTANCE BETWEEN READINGS 10' 4. FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY BE REQUIRED TO ELIMINATE LIGHT TRESPASS OR GLARE ONTO ADJOINING PROPERTIES OR ROADWAYS, ww - SPECIFY COLOR • g�M A' 3 0-1 �1-'�,1 : ,3• �.rJ " "_-04 '--' 40 t d •. a'tA 4 7.2 8,1 11,0 11,3 8,2 7,3 4.0 0.7 0.6 3.6 7.2 82 11.1 113 82 7, 5,11 7,0 9,8 10.2 7,2 5,1 3,0 0.7 0.6 2,8 52 7.4 10,7 11,1 71B 6.1 4 - 8,2 9,097 37 3=, 37, , d .1 10.3 92 10,6 8,8 7,5 1, '�M0 5 9,3 10.6 10,5 8.9 8,2 6.9 5,8 4,0 0,9 9,4 9,3 9.6 8,7 92 11,1 7,8 5,4 3,6 0 -- GAS --_`- 7 P, 5T VxV•. V, %'t 4 4. ..a .. A 1.2 1,1 0,7 1,0 ._H 4.0 2,6 1,1 2 73 6.2 5,7 5,6 3,84-77� 0 L.-+ V,1 V,(-: "V,V t",T. l,1 V,! " V, A jell' 1 2 3 4 5 6 7 8 9 2, 6.7 77 10,0 Ll.7 8.4 7.3 5, °0,` 4. 1,9 4,V 6,4 ,7 0,9 7.7 5.4 3, 2.2 5.2 6.3 7.4 � / 1 0•.3 0,4 - - S A. , 6.6 610 5,0 3, 0,5 y • g�M A' 3 0-1 �1-'�,1 : ,3• �.rJ " "_-04 '--' 40 t d •. a'tA 4 7.2 8,1 11,0 11,3 8,2 7,3 4.0 0.7 0.6 3.6 7.2 82 11.1 113 82 7, 5,11 7,0 9,8 10.2 7,2 5,1 3,0 0.7 0.6 2,8 52 7.4 10,7 11,1 71B 6.1 4 - 8,2 9,097 37 3=, 37, , d .1 10.3 92 10,6 8,8 7,5 1, '�M0 5 9,3 10.6 10,5 8.9 8,2 6.9 5,8 4,0 0,9 9,4 9,3 9.6 8,7 92 11,1 7,8 5,4 3,6 0 -- GAS --_`- 7 P, 5T VxV•. V, %'t 4 4. ..a .. A 1.2 1,1 0,7 1,0 ._H 4.0 2,6 1,1 2 73 6.2 5,7 5,6 3,84-77� 0 L.-+ V,1 V,(-: "V,V t",T. l,1 V,! " V, A jell' 1 2 3 4 5 6 7 8 9 2, 6.7 77 10,0 Ll.7 8.4 7.3 5, °0,` 4. 1,9 4,V 6,4 ,7 0,9 7.7 5.4 3, 2.2 5.2 6.3 7.4 7.9 6.8 5®0, 13.3 0•.3 0,4 - - S A. 2,3 4,3 5,7 6,4 6.6 610 5,0 3, 0,5 d a 1.4 2.6 2.9 2.9 2,7 2, 1, THRU oN� 305,�-t 9, 24 1 .b3 3� 2112, 0 1P 4 174,7 16 2, 15 4 0,q 1,1 L1 1,1 0, P w7rjFIRE_ 'T FIRE AT FIRE WAT RE AT Al2, T_" _ _W T A WAT n. 6 8,2 7 7.0 5,1 2 0.9 0,4 0,3 0,3 \ 0,3�0. 0,2 (�0,1 0 3 3 31_ 2 283,7 14,4 .Gad �7,0 -� - - STM - - STM - - - - STM - 10 5,0 6,2 7,0 7,1 r -17 ,7 3.7 5,7 6.7 7.9 7.8 .3 0,9 3.3 5,3 115 9,6 L9 14 19 8.6 7A 5,0 1.1 0,9 4,5 7,3 8,3 11.710 8,0 4 / 40 41 42 43 44ril / P lily 1.9 FIXTURE TYPE; SYMBOL QUANTITY CONFIG QUANTITY TFITTERSP QUANTITY EPA MOUNTING LLF POLE TYPE; QUANTITY WIND LOAD ALEPAtll VP-L-96NB-280-5k-T4-UNV-RA-ww 8 SGL 6 TTFVIPER 6 1.00 18' 0.87 SES-15-40-1-GL-TA-)K)K (4') 7 90mph 7.2 DBL180 1 TTFVIPER 1 2,00 W PROJECT WIND LOAD CRITERIA BASED ON: ASCE 7-10 WIND SPEEDS (3 -SEC PEAK GUST MPH) 50 YEAR MEAN RECURRENCE INTERVAL THIS DRAWING MEETS OR EXCEEDS McDONALDS CURRENT ILLUMINATION SPECIFICATIONS OF A 3-4 FOOTCANDLE AVERAGE, UNLESS SUPERSEDED BY OTHER REQUIREMENTS. THIS LAYOUT MAY NOT MEET TITLE 24 OR LOCAL ENERGY REQUIREMENTS. IF THIS LAYOUT NEEDS TO BE TITLE 24 COMPLIANT OR MEET OTHER ENERGY REQUIREMENTS, PLEASE CONSULT FACTORY WITH SPECIFIC DETAILS REGARDING PROJECT REQUIREMENTS SO THAT REVISIONS MAY BE MADE TO THE DRAWING. THIS LIGHTING PATTERN REPRESENTS ILLUMINATION LEVELS CALULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL PERFORMANCE OF ANY MANUFACTURER'S LUMINAIRES MAY VARY DUE TO VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS. J 4 Average 5,7 Maximum 13.3 Minimum 0,4 Avg;Min 14.25 Max;Min 33,25 PROPERTY LINE READINGS Average 118 Maximum 9,5 Minimum 010 Avg;Min N/A Max;Min N/A UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES NOTESI SCALE , _ 20 0' DATE DRAWN BY MW 5/10/17 CHECKED BY APPROVED BY APPROVED BY APPROVED BY SHOP ORDER PROJECT NO. NEXT ASSEMBLY I REF, DRWGS. ISH IAL 5ike pi6R �eviec� �Joq bj*s y� to Date Received MAY 18 217 Odginai Submiffai LIGHTING" N;�<7 2110 Gotf Road, Suite 460, Rolling Meadows, It. 60008 1-800-544-4849 POINT -BY -POINT FOOTCANDLE PLOT FOR - MCDONALD'S - 1565 MOHAWK BLVD SPRINGFIELD, OR DRAWING NUMBER 1PCP35336B