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Plan, Tentative APPLICANT 11/23/2021
W D 1 87'- 4" 1 1 (N(N) FIRE EXTINGUISHER CABINET 28'-0" Ea ,S'-0" 15'-4" 24'-4" 15'-8" D.S. 1 -15/8" CL 5 1' -2 1/2" 2 CGL (N) FULL HEIGHT METAL (E) FE A301 ♦ (E) FIRE EXTINGUISHER TO O A301 104 103 WALL TYPE, SEE A501 a AO (N) WINDOW TYPE, SEE Aa01 101 105 F O KEYNOTE NOTE: G ® H in n nn n n n n US T 113'-4"T T 1 87'- 4" 1 1 (N(N) FIRE EXTINGUISHER CABINET 28'-0" ,S'-0" ,S'-0" 15'-4" 24'-4" 15'-8" D.S. 1 -15/8" CL 5 1' -2 1/2" 2 CGL (N) FULL HEIGHT METAL (E) FE A301 ♦ (E) FIRE EXTINGUISHER TO O A301 104 103 WALL TYPE, SEE A501 a AO (N) WINDOW TYPE, SEE Aa01 101 105 O KEYNOTE NOTE: ® AROUND FREE STANDING DISPLAY WALLS EQUIPMENT 3 112 c c o g -p" 1J J WAREHOUSE #1 A303 CUSTOMER LOUNGE F113 N 117 C 112A c a Ll O10'-0" r JJJ SERVICE BAY EQUIPMENT 122 1 ,0Y ,0 ED7 TRAINING O UNISEX F 119 JJ 1 103 10, L JT A3o3 PARTS STORAGE 119A 156 /ACCESSIBLE ,zoA WAREHOUSE #2 a UNISEX 120 T 0.1 -10479' " ®F -SN n 2 — — — 1 — —SERVER — — — c ? o g - ON J J A303 SALES ? 116 121 N ro � 121A a I I I I 4 A301 e MANAGER - °f - - A301 ^ A301 1184 118 ES O O O O O O O O GROUND FLOOR PLAN 1/R" = 1'-n" FLOOR PLAN - GENERAL NOTES A. SEE PROJECT AND ARCHITECTURAL GENERAL NOTES ON [GO02] FOR ADDITIONAL INFORMATION. B. SEE [A503] FOR WALL TYPES C. SEE [A151] FOR FINISH SCHEDULE D. SEE [A150] FOR FF&E PLANS AND [A151] FOR FF&E SCHEDULE E. ERRORS AND OR OMISSIONS IN DOOR OR STOREFRONT SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING THE WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. F. VERIFY SIZE AND LOCATION OF ALL OPENINGS FOR MECHANICAL EQUIPMENT AND WORK WITH CONTRACTORS INVOLVED. G. VERIFY SIZE, LOCATION, AND CHARACTERISTICS OF WORKAND EQUIPMENT FURNISHED BY OWNER WITH THE MANUFACTURER OR SUPPLIER PRIOR TO COMMENCING CONSTRUCTION ON WORK PERTAINING TO THE SAME. H. INSTALL FIRE RETARDANT TREATED 2X6 SOLID WOOD BLOCKING AT ALL LOCATIONS WITH WALL MOUNTED EQUIPMENT. I. CONTRACTOR REQUIRED TO PROVIDE NECESSARY BLOCKING FOR ALL OWNER PROVIDED SIGNAGE. J. CONTRACTOR TO VERIFY EXISTING DOWNSPOUT LOCATIONS. K. IN THE EVENT OF AN OMITTED NECESSARY DIMENSION, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER. L. VERIFY ALL DIMENSIONS, CONDITIONS, AND GRADES, AT JOB SITE PRIOR TO COMMENCING WORK. M. REFER TO PLUMING PLANS & FIRE PROTECTION DRAWINGS TO IDENTIFY LOCATIONS (VALVES, CLEANOUTS, DRAINS, ETC.) THAT REQUIRE ACCESS PANELS. PROVIDE ACCESS PANEL AT ALL SUCH LOCATIONS (PAINT TO MATCH ADJACENT WALL COLOR/FINISH). N. FOR ALL AIR CONDITIONING EQUIPMENT, EXHAUST AND SUPPLY FANS, HVAC AND REFRIGERATION EQUIPMENT CURBS; CONTRACTOR SHALL PROVIDE AND INSTALL SUITABLE BLOCKING IN WALLS AND CEILING TO SUPPORT FIXTURES, EQUIPMENT, AND CANOPIES. O. ALL EXTERIOR ACCESSIBLE LANDINGS TO BE [1/2"][1/4"1 MAX BELOW FINISH FLOOR, TYPICAL. P. PROVIDE BRAILLE AND RAISED LETTERING EXIT SIGNAGE AS REQUIRED BY CODE AT ALL EXIT DOORS. Q. ERRORS AND/OR OMISSIONS IN DOOR OR STOREFRONT SCHEDULES DO NOT RELIEVE THE CONTRACTOR FROM EXECUTING THE WORK SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. R. PROVIDE MINIMUM 2 1/2" SLIP JOINT AT ALL INTERIOR PARTITIONS WHICH EXTEND TO BOTTOM OF ROOF DECK/ROOF FRAMING. S. DIMENSIONS ARE GIVEN FROM GRIDLINE OR FACE TO STUDTO FACE OF STUD. T. ALL INTERIOR DOORS SHALL BE 4" FROM ADJACENT PERPENDICULAR WALL U.N.O. U. APPLY CONCRETE FLOOR SEALERNVATER REPELLENT THROUGHOUT THE SERVICE BAY AND WAREHOUSE SLABS. o EXISTING WALL (N(N) FIRE EXTINGUISHER CABINET TO REMAIN NEW WALL (N)FE (N) FIRE EXTINGUISHER D.S. (N) 3" x 4" DOWNSPOUT (R) FE RELOCATED EXISTING FIRE EXTINGUISHER CGL (N) FULL HEIGHT METAL (E) FE CORNER GUARD ♦ (E) FIRE EXTINGUISHER TO REMAIN EXI WALL TYPE, SEE A501 AO (N) WINDOW TYPE, SEE Aa01 101 DOOR NUMBER, SEE A601 O KEYNOTE NOTE: LOCATE CORNER GUARDS AROUND FREE STANDING DISPLAY WALLS KEYNOTES Architecture Interiors Planning Engineering Portland, OR 503224,9560 Vancouver, WA 360.6957879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIEN7 FOCUSED Client LES SCNW48® LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR 97701 Project LES SCHWAB #027 SPRINGFIELD 3294 Main Street Springfield, OR 97478 Mechanical/Electrical INTERFACE ENGINEERING 100 SW Main Street Suite 1600 Portland, OR 97204 © MACKENZIE 2021 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE SHEET TITLE: FLOOR PLAN DRAWN BY: RAV CHECKED BY: MJG SHEET A101 JQB NO. 2210232.00 PRELIMINARY ONLY BIM360://Les Schwab -#027 Springfield/232- LES SCHWAB SPRINGFIELD V214L" 11M7/20219:09:29AM 1/a"=1'-0" 9 8 7 6 5 4 3 2 1 NORTH ELEVATION 1/R" = 1'-n" EAST ELEVATION 1/A" = 1'-n" 0 2003 O O 6 O 8 9 I I I SOUTH ELEVATION 1 /All — 11_511 WEST ELEVATION 1/A" = 1'_n" EXTERIOR ELEVATIONS - GENERAL NOTES A. SEE PROJECT AND ARCHITECTURAL GENERAL NOTES ON [GO02] FOR ADDITIONAL INFORMATION. B. ALL VERTICAL DIMENSIONS SHOWN ARE FROM FINISH FLOOR ELEVATION (FFE). C. REFER TO CIVIL AND STRUCTURAL DRAWINGS FOR GRADE CHANGES AND RETAINING WALL DIMENSIONS AND LOCATIONS. Gl J. K. L. M. N. P. Q. R S T. U. V. W. X. Y. Z. AA. VERIFY LOCAL FIRE DEPARTMENT REQUIREMENTS FOR ADDRESS NUMBER LOCATION AND PROVIDE ADDRESS NUMBERS AS REQUIRED. PROVIDE BACKER ROD & SEALANT AT ALL EXTERIOR CONTROL AND EXPANSION JOINTS. PAINT FRONT, BACK AND BOTTOM OF ALL PILASTERS, COLUMNS, PIERS, SOFFITS, CANOPIES, AND FASCIAS. PAINT ALL FLASHING TO MATCH ADJACENT BUILDING COLOR. PREP ALL EXTERIOR SURFACES FOR PAINT, INCLUDING DOORS AND FRAMES. PAINT EXT. HM DOORS & FRAMES TO MATCH ADJACENT WALL COLOR UNLESS NOTED OTHERWISE. PROVIDE METAL DRIP EDGE AT DOOR HEAD AT ALL EXTERIOR HM SWINGING DOORS. REFER TO DOOR HARDWARE NUMBER NOTED IN DOOR SCHEDULE AND SPECIFICATIONS. PAINT ALL EXTERIOR BOLLARDS [PI ALL STEEL IN WEATHER OR MOISTURE EXPOSED LOCATIONS TO BE GALVANIZED. ALL EXTERIOR SIGNAGE BY OWNER'S SIGN VENDOR (CARLSON SIGNS); WORK TO BE SUBMITTED UNDER SEPARATE PERMITS. COORDINATE WITH OWNER'S SIGNAGE VENDOR (CARLSON SIGNS) PLANS REQUIRED STRUCTURAL BACKING IN METAL PANEL SYSTEM AND REQUIRED ELECTRICAL ROUGH -IN LOCATIONS. PROVIDE BACKING AT LOCATIONS WHERE EXTERIOR LIGHTS ARE SHOWN ON METAL PANEL SYSTEM. COORDINATE WITH LIGHT MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS. CONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM. REF CIVIL DRAWINGS EXPOSED STEM CONCRETE WALLS IN LANDSCAPED AREAS ARE TO HAVE MULCH OR GROUNDCOVER AGAINST EXPOSED CONCRETE TO HIDE FOOTING REFER TO SHEET [E501] LIGHTING FIXTURE SCHEDULE FOR EXTERIOR LIGHT FIXTURE MOUNTING HEIGHTS PATCH, REPAIR AND PREP ALL EXTERIOR SURFACES FOR PAINT, INCLUDING DOORS AND FRAMES. REMOVE (E) BUILDING MOUNTED SIGNAGE PRIOR TO PAINT, REPLACE IN (E) LOCATION WHEN PAINTING IS COMPLETE LINO REMOVE ALL (E) BACKER ROD AND SEALANT AT CONTROL JOINTS AND EXPANSION JOINTS AND PROVIDE NEW BACKER ROD AND SEALANT. PRESSURE WASH AND CLEAN EXTERIOR SURFACES OF BUILDING PRIOR TO PAINTING. PATCH AND REPAIR WORK DAMAGED DURING CONSTRUCTION TO LIKE -NEW CONDITION. PAINT FRONT, BACK AND BOTTOM OF ALL PILASTERS, COLUMNS, PIERS, SOFFITS, CANOPIES, AND FASCIAS. REPAINT ALL (E) EXTERIOR BOLLARDS TO MATCH (E). PAINT ALL FLASHING TO MATCH ADJACENT BUILDING COLOR CLEAN AND PAINT POLE SIGN TO MATCH (E). (N) LES SCHWAB SIGNAGE TO BE REPLACED BY CARLSON SIGNS; WORK TO BE SUBMITTED UNDER SEPARATE PERMITS. PROVIDE METAL DRIP EDGE AT DOOR HEAD AT ALL NEW EXTERIOR HM SWINGING DOORS. REFER TO DOOR HARDWARE NUMBER NOTED IN DOOR SCHEDULE AND SPECIFICATIONS. BB. RECONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM TO ORIGINAL CONDITIONS. REF CIVIL DRAWINGS CC. COORDINATE WITH SIGNAGE PLANS REQUIRED STRUCTURAL BACKING AND REQUIRED ELECTRICAL ROUGH -IN LOCATIONS. DD. REPLACE ALL EXISTING EXTERIOR LIGHTING WITH NEW FIXTURES. EE. PAINT ALL EXTERIOR BOLLARDS RELATING TO BUILDING PROTECTION DARK BRONZE. PAINT ALL EXTERIOR BOLLARDS AT UTILITIES SAFTEY YELLOW EXTERIOR ELEVATION LEGEND NEW EXTERIOR CMU WALLTO MATCH EXISTING PAINT LEGEND PAINT TO MATCH CITADEL ARCHITECTURAL PRODUCTS COLONIAL RED SHERWIN WILLIAMS NEUTRAL GROUND (SW 7568) Architecture Interiors Planning Engineering Portland, OR 503224,9560 Vancouver, WA 360.6957879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIEN7 FOCUSED Client LJOILES SCHWU7. LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR 97701 Project LES SCHWAB #027 SPRINGFIELD 3294 Main Street Springfield, OR 97478 Mechanical/Electrical INTERFACE ENGINEERING 100 SW Main Street Suite 1600 Portland, OR 97204 SHERWIN WILLIAMS GRIZZLE GRAY (SW 7068) © MACKENZIE 2021 ALL RIGHTS RESERVED PAINT TO MATCH KAWNEER 940 DARK BRONZE THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION KEYNOTES REVISION SCHEDULE SHEET TITLE: EXTERIOR ELEVATIONS T/PARAPET n 15' - 0" V DRAWN BY RAV -/STOREFRONT 10' - 8" CHECKED BY MJG SHEET ROUND FLOOR /1 /A 201 0' - 0"\ffHL JOB NO. 2210232.00 PRELIMINARY ONLY 81M380://LNNSchwab- #027 Springfield/232- LES SCHWAB SPRINGFIELD V214L" 11M7/20219:09:33AM 1/e"=1'4" E. F. VERIFY BOLLARD COLORS, DARK BRONZE FOR G. BUILDING AND PEOPLE SAFETY. PAINT SAFTEY H. YELLOW AROUND UTILITIES J. K. L. M. N. P. Q. R S T. U. V. W. X. Y. Z. AA. VERIFY LOCAL FIRE DEPARTMENT REQUIREMENTS FOR ADDRESS NUMBER LOCATION AND PROVIDE ADDRESS NUMBERS AS REQUIRED. PROVIDE BACKER ROD & SEALANT AT ALL EXTERIOR CONTROL AND EXPANSION JOINTS. PAINT FRONT, BACK AND BOTTOM OF ALL PILASTERS, COLUMNS, PIERS, SOFFITS, CANOPIES, AND FASCIAS. PAINT ALL FLASHING TO MATCH ADJACENT BUILDING COLOR. PREP ALL EXTERIOR SURFACES FOR PAINT, INCLUDING DOORS AND FRAMES. PAINT EXT. HM DOORS & FRAMES TO MATCH ADJACENT WALL COLOR UNLESS NOTED OTHERWISE. PROVIDE METAL DRIP EDGE AT DOOR HEAD AT ALL EXTERIOR HM SWINGING DOORS. REFER TO DOOR HARDWARE NUMBER NOTED IN DOOR SCHEDULE AND SPECIFICATIONS. PAINT ALL EXTERIOR BOLLARDS [PI ALL STEEL IN WEATHER OR MOISTURE EXPOSED LOCATIONS TO BE GALVANIZED. ALL EXTERIOR SIGNAGE BY OWNER'S SIGN VENDOR (CARLSON SIGNS); WORK TO BE SUBMITTED UNDER SEPARATE PERMITS. COORDINATE WITH OWNER'S SIGNAGE VENDOR (CARLSON SIGNS) PLANS REQUIRED STRUCTURAL BACKING IN METAL PANEL SYSTEM AND REQUIRED ELECTRICAL ROUGH -IN LOCATIONS. PROVIDE BACKING AT LOCATIONS WHERE EXTERIOR LIGHTS ARE SHOWN ON METAL PANEL SYSTEM. COORDINATE WITH LIGHT MANUFACTURERS SPECIFICATIONS AND REQUIREMENTS. CONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM. REF CIVIL DRAWINGS EXPOSED STEM CONCRETE WALLS IN LANDSCAPED AREAS ARE TO HAVE MULCH OR GROUNDCOVER AGAINST EXPOSED CONCRETE TO HIDE FOOTING REFER TO SHEET [E501] LIGHTING FIXTURE SCHEDULE FOR EXTERIOR LIGHT FIXTURE MOUNTING HEIGHTS PATCH, REPAIR AND PREP ALL EXTERIOR SURFACES FOR PAINT, INCLUDING DOORS AND FRAMES. REMOVE (E) BUILDING MOUNTED SIGNAGE PRIOR TO PAINT, REPLACE IN (E) LOCATION WHEN PAINTING IS COMPLETE LINO REMOVE ALL (E) BACKER ROD AND SEALANT AT CONTROL JOINTS AND EXPANSION JOINTS AND PROVIDE NEW BACKER ROD AND SEALANT. PRESSURE WASH AND CLEAN EXTERIOR SURFACES OF BUILDING PRIOR TO PAINTING. PATCH AND REPAIR WORK DAMAGED DURING CONSTRUCTION TO LIKE -NEW CONDITION. PAINT FRONT, BACK AND BOTTOM OF ALL PILASTERS, COLUMNS, PIERS, SOFFITS, CANOPIES, AND FASCIAS. REPAINT ALL (E) EXTERIOR BOLLARDS TO MATCH (E). PAINT ALL FLASHING TO MATCH ADJACENT BUILDING COLOR CLEAN AND PAINT POLE SIGN TO MATCH (E). (N) LES SCHWAB SIGNAGE TO BE REPLACED BY CARLSON SIGNS; WORK TO BE SUBMITTED UNDER SEPARATE PERMITS. PROVIDE METAL DRIP EDGE AT DOOR HEAD AT ALL NEW EXTERIOR HM SWINGING DOORS. REFER TO DOOR HARDWARE NUMBER NOTED IN DOOR SCHEDULE AND SPECIFICATIONS. BB. RECONNECT ALL ROOF DRAINS AND DOWNSPOUTS TO SUBGRADE DRAINAGE SYSTEM TO ORIGINAL CONDITIONS. REF CIVIL DRAWINGS CC. COORDINATE WITH SIGNAGE PLANS REQUIRED STRUCTURAL BACKING AND REQUIRED ELECTRICAL ROUGH -IN LOCATIONS. DD. REPLACE ALL EXISTING EXTERIOR LIGHTING WITH NEW FIXTURES. EE. PAINT ALL EXTERIOR BOLLARDS RELATING TO BUILDING PROTECTION DARK BRONZE. PAINT ALL EXTERIOR BOLLARDS AT UTILITIES SAFTEY YELLOW EXTERIOR ELEVATION LEGEND NEW EXTERIOR CMU WALLTO MATCH EXISTING PAINT LEGEND PAINT TO MATCH CITADEL ARCHITECTURAL PRODUCTS COLONIAL RED SHERWIN WILLIAMS NEUTRAL GROUND (SW 7568) Architecture Interiors Planning Engineering Portland, OR 503224,9560 Vancouver, WA 360.6957879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIEN7 FOCUSED Client LJOILES SCHWU7. LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR 97701 Project LES SCHWAB #027 SPRINGFIELD 3294 Main Street Springfield, OR 97478 Mechanical/Electrical INTERFACE ENGINEERING 100 SW Main Street Suite 1600 Portland, OR 97204 SHERWIN WILLIAMS GRIZZLE GRAY (SW 7068) © MACKENZIE 2021 ALL RIGHTS RESERVED PAINT TO MATCH KAWNEER 940 DARK BRONZE THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION KEYNOTES REVISION SCHEDULE SHEET TITLE: EXTERIOR ELEVATIONS T/PARAPET n 15' - 0" V DRAWN BY RAV -/STOREFRONT 10' - 8" CHECKED BY MJG SHEET ROUND FLOOR /1 /A 201 0' - 0"\ffHL JOB NO. 2210232.00 PRELIMINARY ONLY 81M380://LNNSchwab- #027 Springfield/232- LES SCHWAB SPRINGFIELD V214L" 11M7/20219:09:33AM 1/e"=1'4" PROPERTY LEGAL DESCRIPTION LES SCHWAB PROPERTY LOCATED IN SPRINGFIELD, OREGON ALL OF THE LES SCHWAB PARCELS LOCATED IN THE SOUTHWEST 1/4 OF SECTION 31, TOWNSHIP 17 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON DESCRIBED BY DEEDS RECORDED IN DOCUMENT NUMBERS 9602742 AND 9537504 AND 31607 AND 73GG53 IN THE LANE COUNTY, OREGON DEED REGORDS (SAID PARCELS ALSO KNOWN AS TAX LOTS 4200, 4201, 4500, 4600, 4700, 4701, 4800 AND 4900 OF LANE COUNTY ASSESSOR MAP # 17-02-31-31) THE PERIMETER BOUNDARY OF SAID LES SCHWAB PARCELS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEGINNING AT A P -K NAIL WITH WASHER STAMPED `BAKER PLS 1978" AT THE INTERSECTION OF THE NORTH RIGHT-OF-WAY LINE OF MAIN STREET WITH THE WEST RIGHT-OF-WAY LINE OF NORTH 33RD STREET; THENCE NORTH 89°43'47" WEST 243.GG FEET; THENCE ALONG THE ARG OF A 40.00 FOOT RADIUS CURVE TO THE RIGHT (LONG CHORD OF WHICH BEARS NORTH 78°07'02" WEST 16.11 FEET) A DISTANCE OF 16.22 FEET; THENCE ALONG THE ARG OF A 17.00 FOOT RADIUS CURVE TO THE RIGHT (LONG CHORD OF WHICH BEARS NORTH 50°05'15" WEST 9.61 FEET) A DISTANCE OF 9.74 FEET; THENCE ALONG THE ARC OF A 95.00 FOOT RADIUS CURVE TO THE RIGHT (LONG CHORD OF WHICH BEARS NORTH 1G*45'12" WEST 55.29 FEET) A DISTANCE OF 56.10 FEET; THENCE NORTH 00°09'44" EAST 37.76 FEET; THENCE NORTH 89°44'00" WEST GO.00 FEET; THENCE SOUTH 00°09'44" WEST 73.00 FEET; THENCE SOUTH 45°20'50" WEST 38.26 FEET; THENCE NORTH 89°44'17" WEST 3AG FEET; THENCE NORTH 00°32'19" EAST 4G3.9G FEET; THENCE SOUTH 89°38'01" EAST 296.28 FEET; THENCE SOUTH 00°31'18" WEST 112.00 FEET; THENCE SOUTH 89°37'29" EAST 76.71 FEET; THENCE SOUTH 00030'30" WEST 351.30 FEET TO THE POINT OF BEGINNING. REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 9, 2002 JOE J. COTA 58551 L8 Renewal: 12/31/17 ITEM No. EASEMENT DOCUMENT # OWNER OF RIGHT REMARKS 9 BK 202 PG 43G EUGENE -SPRINGFIELD LAND r WATER COMPANY INSUFFICIENT INFORMATION TO ACCURATELY LOCATE 10 BK 224 PG 395 MOUNTAIN STATES POWER COMPANY INSUFFICIENT INFORMATION TO ACCURATELY LOCATE 12 BK 343 PG 1 C. E. WILSON AND N. E. KNECHT UNABLE TO READ DOCUMENT COPY 13 BK 351 PG G21 ALL LOTS OF OLD WINDMILL 5UBDIV151ON AS SHOWN ON SUBDIVISION PLAT 14 34933 N. E. KNECHT 15 1GO11 P. H. WILLIAMS + ALTA BE551E WILLIAMS IG 50771 CITY OF SPRINGFIELD COMMERCIAL 17 64291 CITY OF SPRINGFIELD AVE 18 3234 CITY OF 5PRINGFIELD 19 3235 CITY OF SPRINGFIELD 20 31232 CITY OF SPRINGFIELD 22 4GBOG STATE OF OREGON THROUGH HIGHWAY DEPT. W 23 49181 STATE OF OREGON THROUGH HIGHWAY DEPT. 2G 81-31422 CITY OF SPRINGFIELD 27 84-40555 LILLEGREN LOGGING COMPANY INC. L 28 2000-023482 CITY OF SPRINGFIELD, THROUGH SPRINGFIELD UTILITY BOARD 29 2000-023483 1 CITY OF SPRINGFIELD THROUGH SPRINGFIELD UTILITY BOARD 30 2000-023484 1CITY OF 5PRINGFIELD THROUGH SPRINGFIELD UTILITY BOARD 31 2000-023485 CITY OF SPRINGFIELD, THROUGH SPRINGFIELD UTILITY BOARD 32 2005-05OG43 I CITY OF SPRINGFIELD 34 2000-005403 I STATE OF OREGON THROUGH OREGON STATE FORESTRY DEPT. VICINITY MAP TOPOGRAPHIG SURVEY FOR LE5 5CHWAB LOCATED AT 3294 MAIN STREET, SPRINGFIELD, OREGON JULY 5, 2017 F*146-110mi TS]"43i7ITdo:-�4-WrAW A EXISTING PROPERTY CONSISTS OF TAX LOTS 4200, 4201, 4300, 4400, 4500, 4600, 4700, 4701, 4800, AND 4900, ALL OF TAX MAP 17023131. TOTAL ACREAGE = 3.G2 ACRES ENCROACHMENTS, NO ENCROAGiMENTS WERE NOTED DURING FIELD SURVEY WORK. JURISDICTION/OWNERSHIP OF STREETS, 32ND AND 33RD STREETS ARE UNDER THE JURISDICTION OF THE CITY OF SPRINGFIELD. MAIN STREET (MCKENZIE HIGHWAY) 15 UNDER THE JURISDICTION OF THE OREGON DEPARTMENT OF TRANSPORTATION (ODOT) DRAWING INDEX SLJEET TITLE 45,UMT NO.i COVER SHEET 1 OF 2 MAP 2 OF 2 K k D ENGINEERING, Inc. o.T 278 N.W. Hickory Street P.O. Boz 725 (X.1 , Albany. Oregon 97321 J./ (541) 928-2583 Date, 7/31/2017 Time- 84G Scale. 1=2O(P5) File, dwg\2017\17-108-a\17-108a topo.dwg (George) N.T.S. Q MARGOLA ROAD HWY 12G " W�E OLYMPIC STREET COMMERCIAL AVE G STREET t0 WK W N F U) H J L 0 N SUBJECT PROPERTY MAIN STREET O W Z K M j1 OREGON AVE TOPOGRAPHIG SURVEY FOR LE5 5CHWAB LOCATED AT 3294 MAIN STREET, SPRINGFIELD, OREGON JULY 5, 2017 F*146-110mi TS]"43i7ITdo:-�4-WrAW A EXISTING PROPERTY CONSISTS OF TAX LOTS 4200, 4201, 4300, 4400, 4500, 4600, 4700, 4701, 4800, AND 4900, ALL OF TAX MAP 17023131. TOTAL ACREAGE = 3.G2 ACRES ENCROACHMENTS, NO ENCROAGiMENTS WERE NOTED DURING FIELD SURVEY WORK. JURISDICTION/OWNERSHIP OF STREETS, 32ND AND 33RD STREETS ARE UNDER THE JURISDICTION OF THE CITY OF SPRINGFIELD. MAIN STREET (MCKENZIE HIGHWAY) 15 UNDER THE JURISDICTION OF THE OREGON DEPARTMENT OF TRANSPORTATION (ODOT) DRAWING INDEX SLJEET TITLE 45,UMT NO.i COVER SHEET 1 OF 2 MAP 2 OF 2 K k D ENGINEERING, Inc. o.T 278 N.W. Hickory Street P.O. Boz 725 (X.1 , Albany. Oregon 97321 J./ (541) 928-2583 Date, 7/31/2017 Time- 84G Scale. 1=2O(P5) File, dwg\2017\17-108-a\17-108a topo.dwg (George) LEGEND, • FOUND MONUMENT * CALCULATED POINT FROM RECORD DATA p SURVEY CONTROL POINT EXISTING MANHOLE O 10 20 40 FT. o EXISTING GLEAN OUT 474.0 ® EXISTING FLAG POLE -472.5 - - - _ _ � EXISTING SIGN --472.0--T �� I I I N IPE EXISTING ELECTRICAL BOX II I I x I I Q 471.5- - - -sy -, I I G® EXISTING GAS VALVE WE METEREX15TING GAS S5 ❑• EXISTING UTILITY POLE WITH LIGHT a / oI i I GRAVELIII I I I I I Im EXISTING LIGHT POLE 1100' W.U.E. 6YA I I I I I I I I x EXISTING UTILITY POLE DOG # 1-621 Y� EXISTING GUY ANCHOR OODOG #MENT I y1) GAT EXISTING SPIGOT 2006-005403 / 1 I I DETENTION POND I I 30' ❑Q EXISTING WATER METER o / I EXTREMELY OVERGROW I I I t EXISTING FIRE HYDRANT I 7/ GRAVEL I o WITH BRUSH AND TREE EXISTING VALVE y0 I% s o r I I I o ® EXISTING CATCH BA51N II a S� I (D EXISTING CATOH BA51N I I N O EXISTING PHONE PEDESTAL / � SD II 1I I I SO OUTFAl, I I I I I I EXISTING DECIDUOUS TREE GB -474.5--- II IE, 12" PVC = 4-1.27 I v q.7q' ON (SPECIES + SIZE AS NOTED) N .,g IE 473.03 471.33 +(// +1474.44) - �\1 �Ii I vl F��O\- \\ I I I I I ^ EXISTING CONIFER TREE (SPECIES + SIZE AS NOTED) - SD OUTFALL Q+'a TREE REFERENCE I +(473.69) � / / / / n� �� _ � �� _ - _ = J I � T.O.P. B" PVC = 470.95 1 SPECIES +SIZE AS NOTED I AG '-� I 58437"G9'E 76.71' A IN "TREE TABLE" / / p�Q I \ _� - _ _ , 58734'17'E 76.71') 50 AG ASPHALT +(474,39) �' cA / �7t _ �x �� _ _ I (475.16) COMP OOMPPE55OR +(474.10) 0 > _ o i 1 34.78' 1 /AIAO / / p'1t AD55 0 X475.67 / 475.0 - - -� 1 0 GAS G.s.F. COUNTYCONC SURVEYFILE 20.0' P.U.E. 1 TO �O / / o cnt m / cnt ht I,n 1 FF FINISH FLOOR 474.2 / 4�6) +( 9 I s I ^ DOG # / �,g v IE INVERT ELEVATION 2000-023482 3 cnt ag / / / / +(475.7) / 1 A0yO O� AG \� I < I.R. IRON ROD 2000-023483 / / / in I.P. IRON PIPE 2000-023484 J A5 SD _/ I / Rig \ 'x Q`/a LND LANDSCAPING 2000-023485 1 /AH SDMH �� SDM ��y- / +475 1) I �/ 'S.\ \ m o RD RAIN DRAIN / RIM = 475.13+(04,911)---� 47o3YGo \ I / RIM = S5 \ m WEXISTING WATER LINE Itt•C49&h895" 468.5 = 475 6 $ v, (474. �E 8„ (;j�4) (474.3) \ (474. ) I50-- EX15TING IIE (5) 15" 46846 / IE (E) 1 (4VW36 h m � (474 � � EXISTING SANITARY SEWER LINE IES (5) 2" 470.86 +(475.73) I +(475.65) (I ) 6" 470.95^h I \ 27 I (475.21) EP -EXISTING EDGE OF PAVEMENT -TEL-EXISTING TELEPHONE LINE �0-EXI5TING FIBER OPTIC, LINE '18 �A5 EXISTING NATURAL GAS LINE / o F(47BN7 UGP I w -OHP- EXISTING OVERHEAD POWER LINE � a -UGP-EXISTING UNDERGROUND POWER LINE i�(474.99) +(47522) rRb�mvffl/§�,2 I " -X-EXISTING CHAINLINK FENCE \ v 0. O EXISTING VINYL FENCE \ .-. 1 \ 26 I v xo FOUND MONUMENT REFERENCE; SEE w40 GONG AG m "FOUND MONUMENT LIST" \ d'7 f - - - - - - - - rn 74.9 (474.4) (474.1) (4742) / (474.6) I �� `-AIR STUB AIR STUBee I t mag CURVE DATA; SEE "CURVE DATA TABLE" I TSDGB o 11 Fps 4S / / AG 5 / Rrn I 0 TREE TABLE, v +(4748 ` RDS / RIM = 475 1 1 0 J/ A� Y 'O 0� AG (47526) i EXISTING ❑ \ / 35.13' a +(475.09) BUILDING " RIM ` _ _ x l m \ H05E BIB 1�� +(��B5953 (47.46) m n \ AG.AIR STUB x X� 7ti 7 o Y 55MH - :5p- OP N / j" AIR STUB 'A .• . O MGM RIM = 474.9 RDS - " SD- Ill D MI W 2.99 / tel.` 5 \, +(474.85 \ SDGB h OIL \ 0� GONG , +(4 4. 0) vi RIM = 47 .67 SEP 757 G ' \/ TE o \ jiAIR STUB 'G'_AIR 5TU8 RIM =�{ 5. 6 % SDGB �G^� GRAVEL ":' xsm \ 474.61 GRAVEL 16 +(475.3A 20.0' P.U.E. on m N RIM = 475.51 11 IN j /I Q T E 3° (W) TR PPET' cnt mag / m 10C #50771 �\ \ Y( / / • GONG - 475.83 475.40) 1I SDG \ +(474.81) 21 cnt m ,(, AG ( 55,gq) RIM = 473 1 n L .. PO BOX' NG v i 475.0 3 -.lam\\ _ATS N o SO -]59 .38) .. o (475.%) RD .. , '','y%RD ':,GLXiG--, ,-RD \ 0 I �M +(474.85) m o' 19 1 (4 ) I 75.05 B 15 47 BLOC a uRm 4 (47E/5TRAPPED o (474.33) - 474.5- g S N^y. _ JJJSSS ON SD SD SD SD 5 - P 475. ) ---}}} II EXISTING ur \ T \ \ S � +(475.5 (47523) / (4 BUILDING WE AC�F(475.40) \ IMAIN POWER 1 / a I I v' // (474.83)+(474.30) +(4�424)� +(474.6 F PANEL i \ ( I O.O' EASEMENT I \ / wr POWER / I ER DOG #1601 ` RD/ �%/ �_���i/�j/////// AG +(475.59) rn ///////// ii -475.68 I '^}� L FF=475.7 �Y DOOR�F=475.73 BAY DOOR/ B 0 / 0 / BAY OOR 7 .99) - GA 4 2 \ (474.83) `t `� "' G �73.5I I I a 4/1) - - - - Be OR � - SDMH-ATDOOA q (Z) Gt7N,0U1 5!. ;, I R MM 1 475.6 v r II (474.45) W cnt mag -� RIM 4,�y p 1 (I 73.331) I I +(474.63)I I °G 55MH RIM = 475.53 IE (N)�5 1 I I RIM = 475.37 211472'7 I f a IE (5 10" 71.58 47• x .54)) IE (N) 8" 469.1 55� SD 75.48) D IE (5} G"8'0473.32 - IE (W 30" 71.63 CM SD - 0 II I �G.G' EASEMENT +(475.79) +(475.85 x(475.67) A� 6 5 37 3 SDGO ^ I I a DOG #34933 IE (E) 6" 469.36 5DMH I 1 e UNDEReCANOPY 574) O RI 7547 9 \ S� I v, IE-ES)-8� 469.17 / RIM = 475.41 AG ,awts 7 gj (W) 6" X9.40 / yO IE 8" (SW 472.09 f�7 .71 :' I IE (W) 4" 73.4 \ (47457) AC�_/ I 474.50) I I (475.34) \/ +(475.43) �ilE 8" 472.04 I ' GONG I I o 3 I I I IE�2" (NW) 472.66 1 ' \ ' h s,,_ I g� O 3 +(475.93) SDGB +(475.63) ) P' 47�w�q2 AC RIM 155.4 1-1/2' 1-1/2" COMP AIR POWER SUPPLY 5 v LGc cnt mna b� ��� / i -. SUPPLY UDDER CANOPY I, rySgµwv 60,(b� / SPIGOT - .,. - (2) CONDUITS RIM - 475.2 (N8744'00"W 60.00') (475.09) HOSE 818 T r _ - S� _ AIR STUB SO 'Do0 ( 4 m IE (W) 4" a xo 4 (4749) y 4.64) I o / \ AIR STUB-! RD FF=475.75:-0 5.35 o v 1 LIFT-. o 7', / 4 5.08)I �� h 4) I / (475.34) r / o. +(475.30) / NG GA e \ :30' 30^ ^ a- ^�. ` TOOL STAND POWER OUTLET 1" WATER � \ M M / I � p I \ (475.49) 1 RISER AIR�STUB UNDER CANOPY +( 3. $ $ SD SDGB 1. 'JIT ' P.U.E. '\ $ / ( /RIM = 474.46 / COMM/TEL I OC # m� m (474. ) I IE (NW) 6" 472.52 GONG POWER OUTLET WEATHER SS 92) I IE (W) 8" 472.91 (475.48) 2 O -050643 5.36) O AIR STUB NERD o 5 0 _ 74.49) �lu - �' P.U.E. Jh 30" (NE) GAPPED /� w, 13.7 0 P.D.E. ) �z `� S� # / / N�(475.08) LIET� E%1571NG VENTNO � a 7ni M (( 000 'i i o 050 4 Gt 2005-050 TO L STAND AIR STUB BUILDING / x O N- �� 5. (475.48 AIR r++� p # / (�ft557) (475.14) 1 POWER OUfLET GONDITIIXBR I z / \ Z o 0 1 .39) t(¢.3 m %10 1 5 = I AC SDMH c 0 475.39) 1 +(475.32) TOOL STAND -,r RIM = 475.59 m < (474.09) I j (473.56)in (4 IE (N) 10" 471.32 I (473.76) SDCI vi 1 IE (5E) 10" 471.26 I �, 6 t7(j�') (W 470.47 (475.16 (475.18) GONG I I ¢ • J 75.51) 1 / ` (476.41) 7 _ I 475.25) / 4 1 P T FA1-1 - 475.98)' I I(I- 4Z' `� e - i AG p +(4 L \ 477 )02 (475.55Y ( 5. ' _--------_ - _-_------- GI )mug i t`4 N o �, +1475.42) SD H R = 3.91 .4 �.. / A�5O �` --475.5 n_u i \ iN�h 3 (47528) RIM = 475.29 h /' +(473 (47541�5� a� _ 5 ) IE W) 10" 469.37 , (4 M IG, (475.24 x�N v RIM = 473. 1 2 --- --- --(44) _.'s;l. ..-.. f-^ SDOB--_--__ P O' - -- - - - NW4347'W 243.66 - S ` _ 5 ) � 467.6 47., <j O 4. y'\ (874400"W 243.65) • (475.08) P OHP VT 475.5 ------------ 53 (4 1 a 3. 4) .48) x (475.41) '. «„. 51 -4750-�7 +(4718) - - NW"'ITW 316 SIDD SD SD 2753 - SID(474.04 SD SD - SD N8744'00"W 3.16') - 30'0 W W 3053 W W SD V8 GO MFt COMM MH �D 10'0 W - o R 5DMH o O RIM = 474.83 RIM = 474.93 SDOB Sr- 27W - SD \/ RIM 474.6 RIM = 4 3.95 v 1" COPPER MCKENZIE HIGHWAY/ MAIN STREET WATER SERVICE RIM = 474.39 N COMM MH o AG AO AC (ODOT JURISDICTION) AG AG AG RIM = 474.53 - SS- 3653 SS SS _ SS - SS - SS SS --SS 36'0 -SS_SS a R - �� SDGB RIM = 474.90 1010 - SO- 2713 - AG SS TREE SPEGIES TRUNK DIA.* DRIP LINE RADIUS 1 DECIDUOUS G" G' 2 DECIDUOUS RIM LOW = 472.100 3 DECIDUOUS G" G' FI DECIDUOUS 6" RIM HIGH = 473.40 A G" G' R IM = 469.51 DECIDUOUS G" IN (SE) T.O.P. = 470.15 i° N 8" RIM HIGH = 470.94 8 SOT38'0]1 �� B. 10' 9 DECIDUOUS 6" OUT (NW) T.O.P. = 470.16 10' (589'39'01"E 29G.23') DECIDUOUS 10' 11 DECIDUOUS 4" 10' 12 DECIDUOUS 10" 10' 13 DECIDUOUS 10" 4.26' 4.19' Fill 473_5 10" 10' 15 DECIDUOUS 4" G' 16 't 0 12' 31 DECIDUOUS 9 - SS 4735-- _-SS 5$ 3 19 , _ 32 10" 10' 20 DECIDUOUS 473 0-653 10' 21 LEGEND, • FOUND MONUMENT * CALCULATED POINT FROM RECORD DATA p SURVEY CONTROL POINT EXISTING MANHOLE O 10 20 40 FT. o EXISTING GLEAN OUT 474.0 ® EXISTING FLAG POLE -472.5 - - - _ _ � EXISTING SIGN --472.0--T �� I I I N IPE EXISTING ELECTRICAL BOX II I I x I I Q 471.5- - - -sy -, I I G® EXISTING GAS VALVE WE METEREX15TING GAS S5 ❑• EXISTING UTILITY POLE WITH LIGHT a / oI i I GRAVELIII I I I I I Im EXISTING LIGHT POLE 1100' W.U.E. 6YA I I I I I I I I x EXISTING UTILITY POLE DOG # 1-621 Y� EXISTING GUY ANCHOR OODOG #MENT I y1) GAT EXISTING SPIGOT 2006-005403 / 1 I I DETENTION POND I I 30' ❑Q EXISTING WATER METER o / I EXTREMELY OVERGROW I I I t EXISTING FIRE HYDRANT I 7/ GRAVEL I o WITH BRUSH AND TREE EXISTING VALVE y0 I% s o r I I I o ® EXISTING CATCH BA51N II a S� I (D EXISTING CATOH BA51N I I N O EXISTING PHONE PEDESTAL / � SD II 1I I I SO OUTFAl, I I I I I I EXISTING DECIDUOUS TREE GB -474.5--- II IE, 12" PVC = 4-1.27 I v q.7q' ON (SPECIES + SIZE AS NOTED) N .,g IE 473.03 471.33 +(// +1474.44) - �\1 �Ii I vl F��O\- \\ I I I I I ^ EXISTING CONIFER TREE (SPECIES + SIZE AS NOTED) - SD OUTFALL Q+'a TREE REFERENCE I +(473.69) � / / / / n� �� _ � �� _ - _ = J I � T.O.P. B" PVC = 470.95 1 SPECIES +SIZE AS NOTED I AG '-� I 58437"G9'E 76.71' A IN "TREE TABLE" / / p�Q I \ _� - _ _ , 58734'17'E 76.71') 50 AG ASPHALT +(474,39) �' cA / �7t _ �x �� _ _ I (475.16) COMP OOMPPE55OR +(474.10) 0 > _ o i 1 34.78' 1 /AIAO / / p'1t AD55 0 X475.67 / 475.0 - - -� 1 0 GAS G.s.F. COUNTYCONC SURVEYFILE 20.0' P.U.E. 1 TO �O / / o cnt m / cnt ht I,n 1 FF FINISH FLOOR 474.2 / 4�6) +( 9 I s I ^ DOG # / �,g v IE INVERT ELEVATION 2000-023482 3 cnt ag / / / / +(475.7) / 1 A0yO O� AG \� I < I.R. IRON ROD 2000-023483 / / / in I.P. IRON PIPE 2000-023484 J A5 SD _/ I / Rig \ 'x Q`/a LND LANDSCAPING 2000-023485 1 /AH SDMH �� SDM ��y- / +475 1) I �/ 'S.\ \ m o RD RAIN DRAIN / RIM = 475.13+(04,911)---� 47o3YGo \ I / RIM = S5 \ m WEXISTING WATER LINE Itt•C49&h895" 468.5 = 475 6 $ v, (474. �E 8„ (;j�4) (474.3) \ (474. ) I50-- EX15TING IIE (5) 15" 46846 / IE (E) 1 (4VW36 h m � (474 � � EXISTING SANITARY SEWER LINE IES (5) 2" 470.86 +(475.73) I +(475.65) (I ) 6" 470.95^h I \ 27 I (475.21) EP -EXISTING EDGE OF PAVEMENT -TEL-EXISTING TELEPHONE LINE �0-EXI5TING FIBER OPTIC, LINE '18 �A5 EXISTING NATURAL GAS LINE / o F(47BN7 UGP I w -OHP- EXISTING OVERHEAD POWER LINE � a -UGP-EXISTING UNDERGROUND POWER LINE i�(474.99) +(47522) rRb�mvffl/§�,2 I " -X-EXISTING CHAINLINK FENCE \ v 0. O EXISTING VINYL FENCE \ .-. 1 \ 26 I v xo FOUND MONUMENT REFERENCE; SEE w40 GONG AG m "FOUND MONUMENT LIST" \ d'7 f - - - - - - - - rn 74.9 (474.4) (474.1) (4742) / (474.6) I �� `-AIR STUB AIR STUBee I t mag CURVE DATA; SEE "CURVE DATA TABLE" I TSDGB o 11 Fps 4S / / AG 5 / Rrn I 0 TREE TABLE, v +(4748 ` RDS / RIM = 475 1 1 0 J/ A� Y 'O 0� AG (47526) i EXISTING ❑ \ / 35.13' a +(475.09) BUILDING " RIM ` _ _ x l m \ H05E BIB 1�� +(��B5953 (47.46) m n \ AG.AIR STUB x X� 7ti 7 o Y 55MH - :5p- OP N / j" AIR STUB 'A .• . O MGM RIM = 474.9 RDS - " SD- Ill D MI W 2.99 / tel.` 5 \, +(474.85 \ SDGB h OIL \ 0� GONG , +(4 4. 0) vi RIM = 47 .67 SEP 757 G ' \/ TE o \ jiAIR STUB 'G'_AIR 5TU8 RIM =�{ 5. 6 % SDGB �G^� GRAVEL ":' xsm \ 474.61 GRAVEL 16 +(475.3A 20.0' P.U.E. on m N RIM = 475.51 11 IN j /I Q T E 3° (W) TR PPET' cnt mag / m 10C #50771 �\ \ Y( / / • GONG - 475.83 475.40) 1I SDG \ +(474.81) 21 cnt m ,(, AG ( 55,gq) RIM = 473 1 n L .. PO BOX' NG v i 475.0 3 -.lam\\ _ATS N o SO -]59 .38) .. o (475.%) RD .. , '','y%RD ':,GLXiG--, ,-RD \ 0 I �M +(474.85) m o' 19 1 (4 ) I 75.05 B 15 47 BLOC a uRm 4 (47E/5TRAPPED o (474.33) - 474.5- g S N^y. _ JJJSSS ON SD SD SD SD 5 - P 475. ) ---}}} II EXISTING ur \ T \ \ S � +(475.5 (47523) / (4 BUILDING WE AC�F(475.40) \ IMAIN POWER 1 / a I I v' // (474.83)+(474.30) +(4�424)� +(474.6 F PANEL i \ ( I O.O' EASEMENT I \ / wr POWER / I ER DOG #1601 ` RD/ �%/ �_���i/�j/////// AG +(475.59) rn ///////// ii -475.68 I '^}� L FF=475.7 �Y DOOR�F=475.73 BAY DOOR/ B 0 / 0 / BAY OOR 7 .99) - GA 4 2 \ (474.83) `t `� "' G �73.5I I I a 4/1) - - - - Be OR � - SDMH-ATDOOA q (Z) Gt7N,0U1 5!. ;, I R MM 1 475.6 v r II (474.45) W cnt mag -� RIM 4,�y p 1 (I 73.331) I I +(474.63)I I °G 55MH RIM = 475.53 IE (N)�5 1 I I RIM = 475.37 211472'7 I f a IE (5 10" 71.58 47• x .54)) IE (N) 8" 469.1 55� SD 75.48) D IE (5} G"8'0473.32 - IE (W 30" 71.63 CM SD - 0 II I �G.G' EASEMENT +(475.79) +(475.85 x(475.67) A� 6 5 37 3 SDGO ^ I I a DOG #34933 IE (E) 6" 469.36 5DMH I 1 e UNDEReCANOPY 574) O RI 7547 9 \ S� I v, IE-ES)-8� 469.17 / RIM = 475.41 AG ,awts 7 gj (W) 6" X9.40 / yO IE 8" (SW 472.09 f�7 .71 :' I IE (W) 4" 73.4 \ (47457) AC�_/ I 474.50) I I (475.34) \/ +(475.43) �ilE 8" 472.04 I ' GONG I I o 3 I I I IE�2" (NW) 472.66 1 ' \ ' h s,,_ I g� O 3 +(475.93) SDGB +(475.63) ) P' 47�w�q2 AC RIM 155.4 1-1/2' 1-1/2" COMP AIR POWER SUPPLY 5 v LGc cnt mna b� ��� / i -. SUPPLY UDDER CANOPY I, rySgµwv 60,(b� / SPIGOT - .,. - (2) CONDUITS RIM - 475.2 (N8744'00"W 60.00') (475.09) HOSE 818 T r _ - S� _ AIR STUB SO 'Do0 ( 4 m IE (W) 4" a xo 4 (4749) y 4.64) I o / \ AIR STUB-! RD FF=475.75:-0 5.35 o v 1 LIFT-. o 7', / 4 5.08)I �� h 4) I / (475.34) r / o. +(475.30) / NG GA e \ :30' 30^ ^ a- ^�. ` TOOL STAND POWER OUTLET 1" WATER � \ M M / I � p I \ (475.49) 1 RISER AIR�STUB UNDER CANOPY +( 3. $ $ SD SDGB 1. 'JIT ' P.U.E. '\ $ / ( /RIM = 474.46 / COMM/TEL I OC # m� m (474. ) I IE (NW) 6" 472.52 GONG POWER OUTLET WEATHER SS 92) I IE (W) 8" 472.91 (475.48) 2 O -050643 5.36) O AIR STUB NERD o 5 0 _ 74.49) �lu - �' P.U.E. Jh 30" (NE) GAPPED /� w, 13.7 0 P.D.E. ) �z `� S� # / / N�(475.08) LIET� E%1571NG VENTNO � a 7ni M (( 000 'i i o 050 4 Gt 2005-050 TO L STAND AIR STUB BUILDING / x O N- �� 5. (475.48 AIR r++� p # / (�ft557) (475.14) 1 POWER OUfLET GONDITIIXBR I z / \ Z o 0 1 .39) t(¢.3 m %10 1 5 = I AC SDMH c 0 475.39) 1 +(475.32) TOOL STAND -,r RIM = 475.59 m < (474.09) I j (473.56)in (4 IE (N) 10" 471.32 I (473.76) SDCI vi 1 IE (5E) 10" 471.26 I �, 6 t7(j�') (W 470.47 (475.16 (475.18) GONG I I ¢ • J 75.51) 1 / ` (476.41) 7 _ I 475.25) / 4 1 P T FA1-1 - 475.98)' I I(I- 4Z' `� e - i AG p +(4 L \ 477 )02 (475.55Y ( 5. ' _--------_ - _-_------- GI )mug i t`4 N o �, +1475.42) SD H R = 3.91 .4 �.. / A�5O �` --475.5 n_u i \ iN�h 3 (47528) RIM = 475.29 h /' +(473 (47541�5� a� _ 5 ) IE W) 10" 469.37 , (4 M IG, (475.24 x�N v RIM = 473. 1 2 --- --- --(44) _.'s;l. ..-.. f-^ SDOB--_--__ P O' - -- - - - NW4347'W 243.66 - S ` _ 5 ) � 467.6 47., <j O 4. y'\ (874400"W 243.65) • (475.08) P OHP VT 475.5 ------------ 53 (4 1 a 3. 4) .48) x (475.41) '. «„. 51 -4750-�7 +(4718) - - NW"'ITW 316 SIDD SD SD 2753 - SID(474.04 SD SD - SD N8744'00"W 3.16') - 30'0 W W 3053 W W SD V8 GO MFt COMM MH �D 10'0 W - o R 5DMH o O RIM = 474.83 RIM = 474.93 SDOB Sr- 27W - SD \/ RIM 474.6 RIM = 4 3.95 v 1" COPPER MCKENZIE HIGHWAY/ MAIN STREET WATER SERVICE RIM = 474.39 N COMM MH o AG AO AC (ODOT JURISDICTION) AG AG AG RIM = 474.53 - SS- 3653 SS SS _ SS - SS - SS SS --SS 36'0 -SS_SS a R - �� SDGB RIM = 474.90 1010 - SO- 2713 - AG SS w TREE DIAMETER AS MEASURED AT BREAST HEIGHT. FOUND TREE SPEGIES TRUNK DIA.* DRIP LINE RADIUS 1 DECIDUOUS G" G' 2 DECIDUOUS 6" G' 3 DECIDUOUS G" G' 4 DECIDUOUS 6" G' 5 DECIDUOUS G" G' 6 DECIDUOUS 4" G' 7 DECIDUOUS 8" 10' 8 DEGIDUOUS B. 10' 9 DECIDUOUS 8" 10' 10 DECIDUOUS B. 10' 11 DECIDUOUS 4" 10' 12 DECIDUOUS 10" 10' 13 DECIDUOUS 10" 10' 14 DECIDUOUS 10" 10' 15 DECIDUOUS 4" G' 16 DECIDUOUS 8" 12' 17 DECIDUOUS 12"12' 18 DECIDUOUS 12" 12' 19 DECIDUOUS 10" 10' 20 DECIDUOUS 10" 10' 21 DECIDUOUS 4" G' 22 DECIDUOUS 8" 10' 23 DECIDUOUS 8" 10' 24 DECIDUOUS B. 10' 25 DECIDUOUS 4" G' 26 DECIDUOUS 4" G' 27 DECIDUOUS 4" G' 28 DECIDUOUS 4" G' 29 DECIDUOUS 4" G' 30 DECIDUOUS 4" G' 31 CONIFER 12" 12' 32 CONIFER 12" 12' 33 CONIFER 12" 12' 34 CONIFER 12" 12' 35 CONIFER 12" 12' 36 CONIFER 12" 12' 371 CONIFER 12" 12' 38 CONIFER 12" 12' 39 CONIFER 12" 12' 401 CHERRY 1 4" G' 41 1 CEDAR I 12" 10' w TREE DIAMETER AS MEASURED AT BREAST HEIGHT. FOUND MONUMENT LIST, E4 FOUND " BRA55 DISC 50 FOUND 5/5" I.R. 2 sl FOUND "BARKER" MAG NAIL 52 FOUND 5/S" I.R. 4972.83 53 FOUND 2-1/2" BRA55 GAP sa FOUND 1/2" I.P. 5006.20 55 FOUND 5/5" I.R. W/YPC 56 FOUND 5/8" I.R. NO GAP TOPOGRAPHIG SURVEY FOR LE5 5GHWAB LOCATED AT 3294 MAIN STREET, SPRINGFIELD, OREGON JULY 5, 2017 HORIZONTAL DATUM, PROJECT COORDINATE SYSTEM 15 A LOCAL ASSUMED DATUM. BA515 OF BEARINGS IS POINT 51 TO POINT 50 PER C.S.F. 33732 REGISTERED VERTICAL DATUM NOTE, PROFESSIONAL LAND SURVEYOR THE VERTICAL DATUM 15 "NGVD 29" BASED CITY OF SPRINGFIELD BRA55 GAP (COURT -3 WITNESS) AT 5W CORNER 32nd + MAIN. ELEVATION = 474.15 OREGON PER PREVIOUS TOPOGRAPHIC SURVEY OF THE 517E JULY 9, 2002 JOEJ. COMPLETED BY BRANCH ENGINEERING DATED- SEPTEMBER 20, 2002 585811ILS LS Renewal: 12/31/17 SURVEY CONTROL NOTE= SURVEY CONTROL POINTS WERE SET THROUGHOUT THE PROJECT AREA AS SHOWN ON THE MAP AND LISTED IN THE "SURVEY CONTROL' POINT TABLE. EXISTING UTILITIES NOTE, EXISTING UTILITIES SHOWN ON THIS MAP ARE BASED ON FIELD LOCATES COMPLETED THROUGH THE "OREGON ONE GALL" SERVICE. ADDITIONAL UTILITY LOCATIONS BASED ON INFORMATION PROVIDED BY LE5 SCHWAB. THERE MAY BE EXISTING UTILITIES ON THE SITE THAT COULD NOT BE LOCATED. EXISTING WATER AND SEWER PIPING FOR THE EXISTING OFFICE BUILDING ARE UNKNOWN. NO RECORD OF SUCH UTILITIES AVAILABLE. A SURVEY CONTROL POINT TABLE Point # Elevation Northing Easting Description 1 474.78 5000.00 5000.00 cnt ir12 2 475.75 5007.86 4782.04 cnt mag 3 474.92 4972.83 4614.22 cnt mag 4 475.56 4862.18 5006.20 bd 1" 5 475.55 4872.13 4824.21 cnt mag 6 475.83 5079.45 4746.18 cnt mag 7 476.02 4886.15 4692.85 cnt mag 8 474.98 5141.70 4785.33 cnt mag 9 475.67 5204.26 4758.18 cnt mag 10 474.12 5199.43 4587.17 cnt mag Il 474.61 5081.62 4909.65 cnt mag _ = �, CURVE RADIUS LENGTH CHORD DELTA 1 95.00' 56.10' N16°45'124W 55.29' 33°50'09" (95.00') (56.10') (N16°45'224W 55.29') (33°50'114) 2 17.00' 9.74' N50°05'15"W 9.61' 32°50'11" (17.009 (9.740 (N50°05'15"W 9.61') (32°49'36") 3 40.00' 16.22' N78°07'020W IGAV 23°14'05" (40.00') (16.22') (N78"07'02"W 16.110 (23°13'574) RECORD DATA BASED ON DOG # 2005-012390 K k D ENGINEERING, Inc. o.T 278 N.W. Hickory Street P.O. Boz 725 (X.1 , Albany. Oregon 97321 J./ (541) 928-2583 Date, 7/31/2017 Time- 846 Scale. 1=20(P5) PIS, dwg\2017\17-108-a\17-108a-topo.dwg (George) 60.0' EASEMENT DOC # 2006-005403 2 3 3 N3.16' V3,16') 10"6 I S89°38'01'E 296.28' (S89°39'01"E 296.23') x ®® P.U.E. DOC #351-621 SITE PLAN 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. S89'37'29'E 76.71' S89 -34'17'E 76.71') EXISTING BUS STOP LEGEND EXISTING PROPOSED PROPERTYIROW LINE — — — — EDGE OF PAVEMENT DITCH FLOW LINE>— SAWCUT CATCH BASIN Ilm AC PAVING FOUNDATION LANDSCAPE D DRIVEWAY SITE DATA TAXLOTS:1702313104200,1702313104201,1702313104500,1702313104600,1702313104700,1702313104701,1702313104800,1702313104900 EXISTING UJ U PROPOSED m 157,532 SF (3.62 AC) L U m BUILDING AREA (INCLUDING CANOPIES) o o TOTAL M 8,620 SF 8,620 SF ALIGNMENT CENTER 8,720 SF 8,720 SF TRUCK SHOP 3� 7,460 SF TOTAL 24,800 SF (15.7%) to LANDSCAPE AREA 46,164 SF (29.3%) 47,002 SF (29.9%) PAVED AREA 86,568 SF (55.0%) I� 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. S89'37'29'E 76.71' S89 -34'17'E 76.71') EXISTING BUS STOP LEGEND EXISTING PROPOSED PROPERTYIROW LINE — — — — EDGE OF PAVEMENT DITCH FLOW LINE>— SAWCUT CATCH BASIN Ilm AC PAVING FOUNDATION LANDSCAPE D DRIVEWAY SITE DATA TAXLOTS:1702313104200,1702313104201,1702313104500,1702313104600,1702313104700,1702313104701,1702313104800,1702313104900 EXISTING EXISTING PROPOSED SITE AREA 157,532 SF (3.62 AC) 157,532 SF (3.62 AC) BUILDING AREA (INCLUDING CANOPIES) 3 STALLS TOTAL TIRE CENTER 8,620 SF 8,620 SF ALIGNMENT CENTER 8,720 SF 8,720 SF TRUCK SHOP 7,460 SF 7,460 SF TOTAL 24,800 SF (15.7%) 24,800 SF (15.7%) LANDSCAPE AREA 46,164 SF (29.3%) 47,002 SF (29.9%) PAVED AREA 86,568 SF (55.0%) 85,730 SF (54.4%) PARKING DATA w z 1. SIDEWALK PER CITY OF SPRINGFIELD STD DWG 3-12 2. SIDEWALK PER CITY OF SPRINGFIELD STD DWG 3-27 3. AC PAVEMENT 4. LANDSCAPE AREA 5. STREET TREE EXISTING PROPOSED STANDARD 74 STALLS 74 STALLS ACCESSIBLE 3 STALLS 3 STALLS TOTAL 77 STALLS 77 STALLS KEYNOTES z 1. SIDEWALK PER CITY OF SPRINGFIELD STD DWG 3-12 2. SIDEWALK PER CITY OF SPRINGFIELD STD DWG 3-27 3. AC PAVEMENT 4. LANDSCAPE AREA 5. STREET TREE 5' I, SIDEWALK 30' HALF R.O.W. 30' HALF R.O.W. O CHECKED BY: GIM O rc U 0 z z u R y� zW R z ' 10'-12'± 9 FOUNDATION In LANDSCAPE w z VARIES VARIES ILi I - 6.5-16'± 6' 12'± I REPAVE: 5' I, SIDEWALK 30' HALF R.O.W. 30' HALF R.O.W. Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR, 97701 Project Les Schwab #027 3294 Main Street Springfield, OR 97478 MACKENZIE 2021 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta I Issued As I Issue Date I SH EET TITLE: SITE PLAN I I DRAM BY: ZMP CHECKED BY: GIM O U U 0 C1010 z u R w R z ' w w w VARIES VARIES ILi 0'-6.7'± 6.5-16'± 6' 12'± I REPAVE: I j � 33RD i I STREET SECTION Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR, 97701 Project Les Schwab #027 3294 Main Street Springfield, OR 97478 MACKENZIE 2021 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta I Issued As I Issue Date I SH EET TITLE: SITE PLAN I I DRAM BY: ZMP CHECKED BY: GIM SHEET C1010 JOB NO' 2210232.00 PRELIMINARY ONLY 2210232001DRAWINGS\CIVIL7232-C1.10.DWG BTC 11116121 11:57 1:20 3 3 SD SD 10"o m COMM MH RIM = 474.53 6" IN (SE) T.O.P. = 470.15 HIM wW = noa.a'i RIM HIGH = 470.94 6" OUT (NW) T.O.P. = 470.16 (ODOT JURISDICTION) J/V I .LV SS 36"e i SS _ SS _ SS _ 3E'H GRADING AND UTILITY PLAN C1.2 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. I I�I I P1.20 1 1 -75.29 IL ,.I W) 10" 469.3 1 W 10"9 SD : SS _ LEGEND PROPERTY/ROW LINE — — — — — I I CURB o w W LL I EASEMENT — I wz z um urs OVERHEAD POWER LINE CHP TELEPHONE LINE TEL I U) 0- SS WATER LINE U) U) FIRE HYDRANT a I 0 I M } MANHOLE IU I I I 1 i o� I I I 1 I I I�I I P1.20 1 1 -75.29 IL ,.I W) 10" 469.3 1 W 10"9 SD : SS _ LEGEND PROPERTY/ROW LINE — — — — — CENTERLINE SHEET CURB Cl EDGE OF PAVEMENT — — — — — — — EASEMENT — FENCE LINE x UNDERGROUND POWER LINE um urs OVERHEAD POWER LINE CHP TELEPHONE LINE TEL STORM SEWER LINE SD SD SANITARY SEWER LINE SS WATER LINE W FIRE HYDRANT UTILITY POLE WITH LIGHT GUYWIRE CATCH BASIN MANHOLE 1 j PM I I MATCH_ _ VATIC •EMM ....i MATC G _ I n � 1.7% 3.8% a � -o EXISTING MANHOLE RIM -475.63 , ° MATCH GRADE . I. . w.� ...w.1 .4. Q C 1 . •A' 0.5% 2.3% I. MATC � 2 GRADING ENLARGEMENT - DRIVEWAY 'I.2 SCALE: 1"=10' X,- 3 \ GRADING ENLARGEMENT - RAMP .2 SCALE: 1"=5' Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR, 97701 Project Les Schwab #027 3294 Main Street Springfield, OR 97478 MACKENZIE 2021 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISION SCHEDULE Delta I Iccuerl Ac Iccue Oafe SH EET TITLE: GRADING AND UTILITY PLAN DRAM BY: ZMP CHECKED BY: GIM SHEET Cl m20 JOB NO' 2210232.00 PRELIMINARY ONLY 2210232001DRAWINGS\CIVIL1232-C1.20.DWG BTC 11/09/21 12:43 1:20 // 4)/ 0 0 - III;PL x(89044'001 --_.L_ SD SDv - SD W W- 1 \ PLANTING PLAN SD li-Tol/ 20 0 1D m 40 ( IN FEET) 1 inch= 20 a. SS CP 1.65' o SD SD - W MAIN STREET 8D F1 SD SD SD) N SD SD SD SD SD SD _ SD I F SDI SD SD M/00/0/00000000/0 j LES SCHWAB j • • j 0 C] SHRUBS, REPLACE IN i KIND AFTER WALL CONSTRUCTIC IT + 41 � I VEGETATION PROTECTION w \[, FENCING SEE DETAIL 5.10. 7 1 PLANT SCHEDULE TREES BOTANICAL / COMMON NAME SIZE 925 SF TREES (2 PER 1,000 SF) CORNUS X ELW4NORTON!! lCN30-8' TM SHRUBS (10 PER 1,000 SF) 10 SHRUBS SHEETINDEX VENUS DOGWOOD 2" CAL., B&6 DEGREE DIA/0 MATURE (251H X 20'W) DWGS DRAWING ELL A PERSICA A' EO EQUAL FT VANESSA PERSIAN PARROT/A 2" CAL., BOB GALLON GALV MATURE (35'H X 20'W) HMT HEIGHT SHRUBS BOTANICAL / COMMON NAME SIZE SPACING 4. VIBURNUM TINUS ;SPRING BOUQUET' CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. SPRING BOUQUET LAURUSTINUS 5 GAL. 60" C.C. MATURE (5'H X 5'W) STRUCTURE SHALL BE REPAIRED OR REPLACED TO PRE CONSTRUCTION EXISTING BOTANICAL / COMMON NAME SIZE SPACING O PRUNUS LAUROCERASUS 'OTTO LUYKEN' 48" C.C. 3294 Main Street OTTO LUYKEN ENGLISH LAUREL VEHICULAR CIRCULATION PRIOR TO COMMENCEMENT OF ANY WORK. RHODODENDRON SP. __- 48" C.C. AZALEA ALL EXISTING TREES, PLANTS, AND ROOTS SHALL BE PROTECTED FROM GROUND COVERS BOTANICAL / COMMON NAME SIZE SPACING INSTALLATION ACTIVITIES WITHIN AND ADJACENT TO PROJECT LIMITS. EXIST/NG LANDSCAPE 2. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL BRANCHED TO REMAIN AND ROOTED, FULL FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEED ROCK MULCH AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. 3. TREES IN THE RIGHT OF WAY SHALL BE TALL ENOUGH TO BE LIMBED UP TO AT LEAST 8 FT ABOVE DRIVE SURFACE GRADE WHILE MAINTAINING ENOUGH TURF SEED LOW GROW MIX 1 LB / 1000 SF 4. I............. .....Da?.� OHP /DO / OHP V 10"o JWW � SD SD 27��X1 SD SD SD SawI SITE INFORMATION JURISDICTION SPRINGFIELD, OR NEW LANDSCAPE AREA 925 SF TREES (2 PER 1,000 SF) 2 TREES SHRUBS (10 PER 1,000 SF) 10 SHRUBS SHEETINDEX CONCRETE 11.10 PLANTING PLAN L5.10 LANDSCAPE DETAILS L8.01 SHEET SPECIFICATIONS TABLE OF ABBREVIATIONS ANSI AMERICAN NATIONAL MIN STANDARDS INSTITUTE B&B BALL AND BURLAP CAL CALIPER CONC CONCRETE DEG DEGREE DIA/0 DIAMETER DWGS DRAWING ELL ELBOW EO EQUAL FT FEET/FOOT GAL GALLON GALV GALVANIZED HMT HEIGHT LANDSCAPE NOTES MAX MAXIMUM MIN MINIMUM MIX MIXTURE NTS NOT TO SCALE OC ON CENTER POC POINT OF CONNECTION PVC POLYVINYLCHLORIDE SCH SCHEDULE SF SOUAREFOOT SPEC SPECIFICATION TYP TYPICAL X TIMES Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vanmu r, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client LES SCHWAB TIRE CENTER 20900 Cooley Road Bend OR 97701 GENERAL AND BACKFLOW PREVENTION INFORMATION. 1. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO MAINLINE LAYOUT, IF SHOWN, IS DIAGRAMMATIC ONLY. /+ PLANTING PLAN COMMENCING WORK. CONTROLLER TO BE MOUNTED ON BUILDING EXTERIOR. GENERAL 2. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF CONTRACTOR TO COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. ALL UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT IF THERE ZONE THE FOLLOWING AREAS SEPARATELY: PERMANENT LANDSCAPE AREAS ARE ANY DISCREPANCIES WITH PLANTING ROOT ZONES. TO REQUEST LOCATES AND TREES. FOR PROPOSED EXCAVATION CALL 1-800-332-2344 (OR 811) IN OREGON. QUICK COUPLERS TO BE PLACED EVERY 150 LINEAR FEET MAX. 3. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES r= OR CONFLICTS WITH EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER. 17. Project WORK. APPROPRIATE MANUAL DRAINS AT LOW POINTS. 4. LOCATION OF EXISTING TREES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 5. DAMAGE TO EXISTING CONCRETE CURB, ASPHALT PAVING, OR OTHER STRUCTURE SHALL BE REPAIRED OR REPLACED TO PRE CONSTRUCTION CONDITIONS. Les Schwab #027 6. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANY DISRUPTION TO 3294 Main Street VEHICULAR CIRCULATION PRIOR TO COMMENCEMENT OF ANY WORK. Springfield, OR 97478 PLANTING 1. ALL EXISTING TREES, PLANTS, AND ROOTS SHALL BE PROTECTED FROM DAMAGE FROM ANY CONSTRUCTION PREPARATION, REMOVAL OR INSTALLATION ACTIVITIES WITHIN AND ADJACENT TO PROJECT LIMITS. 2. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL BRANCHED AND ROOTED, FULL FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEED ROT, INJURIES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED IN AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. 3. TREES IN THE RIGHT OF WAY SHALL BE TALL ENOUGH TO BE LIMBED UP TO AT LEAST 8 FT ABOVE DRIVE SURFACE GRADE WHILE MAINTAINING ENOUGH BRANCHES TO SUPPORT HEALTHY GROWTH. 4. DO NOT PLANT TREES ABOVE WATERLINES, UTILITIES, OR OTHER UNDERGROUND PIPING. 5. IF DISTURBANCE IS NECESSARYAROUND EXISTING TREES, CONTRACTOR SHALL PROTECT THE CROWN AND ALL WORK WITHIN THE TREE DRIPZONE SHALL BE LIMITED TO THE USE OF HAND TOOLS AND MANUAL EQUIPMENT ONLY. 6. REPLACE, REPAIR AND RESTORE DISTURBED LANDSCAPE AREAS DUE TO GRADING, TRENCHING OR OTHER REASONS TO PRE -CONSTRUCTION CONDITION AND PROVIDE MATERIAL APPROVED BY THE OWNER AND OWNER'S REPRESENTATIVE. 7. EXISTING SITE AREAS PROPOSED FOR NEW PLANT MATERIAL SHALL BE CLEARED AND LEGALLY DISPOSED UNLESS SO NOTED. 8. ASOILS ANALYSIS, BYAN INDEPENDENT SOILS TESTING LABORATORY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, SHALL BE USED TO RECOMMEND AN APPROPRIATE PLANTING SOIL AND/OR SPECIFIED SOIL AMENDMENTS. 9. TOPSOIL SHALL BE AMENDED AS RECOMMENDED BY AN INDEPENDENT SOILS TESTING LABORATORY AND AS OUTLINED IN THE SPECIFICATION. 10. ALL LANDSCAPED AREAS SHALL BE COVERED BY A LAYER OF ORGANIC MULCH TO A MINIMUM DEPTH OF 2 -INCHES. IRRIGATION 1. UNLESS OTHERWISE INDICATED, ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (IRRIGATION PLANS) TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. DRAWINGS TO INDICATE HEAD TYPE, GALLONS PER MINUTE, LATERAL LINES, AND BE AT MINIMUM SCALE OF V=10' 3. CONTRACTOR TO DETERMINE STATIC WATER PRESSURE AT THE P.O.C. PRIOR TO PREPARING SHOP DRAWINGS. MACKENZIE 2021 © 4. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM DEMAND ALL RIGHTS RESERVED REQUIREMENTS FOR IRRIGATION SYSTEM DESIGN, AND PROVIDE INFORMATION THESE DRAVVNGSARETHE PROPERTYOF MACKENZIE AND ARE NOT TO BE USED IN AN IRRIGATION SCHEDULE. OR REPRODUCED N ANY MANNER, IMTHOUT PRIOR WRRTEN PERMISSION 5. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS. 6. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED MINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER METER. 7. SYSTEM SHALL PROVIDE HEAD TO HEAD COVERAGE WITHOUT OVERSPRAY ONTO BUILDING, FENCES, SIDEWALKS, PARKING AREAS, OR OTHER NON -VEGETATED SURFACES. 8. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TO APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS. 9. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER CONCRETE OR HARD SURFACING. 10. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE IRRIGATION CONTROLLER. 11. REFER TO CIVIL DETAILS AND DETAILS ON L5.10 FOR POINT OF CONNECTION DRAWN BY: NRF AND BACKFLOW PREVENTION INFORMATION. SHEET TITLE: 12. MAINLINE LAYOUT, IF SHOWN, IS DIAGRAMMATIC ONLY. /+ PLANTING PLAN 13. CONTROLLER TO BE MOUNTED ON BUILDING EXTERIOR. GENERAL LIA0 CONTRACTOR TO COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 14. ZONE THE FOLLOWING AREAS SEPARATELY: PERMANENT LANDSCAPE AREAS AND TREES. 15. QUICK COUPLERS TO BE PLACED EVERY 150 LINEAR FEET MAX. 16. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH VOLUME AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER. 17. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MANUAL DRAINS AT LOW POINTS. DRAWN BY: NRF CHECKEDBY: SHEET LIA0 JQB NO. 2210232.00 PRELIMINARY ONLY i� 2 Z u r TREE PROTECTION 1. SCH 80 ADAPTER AND FITTINGS TO BE SAME SIZE AS ISOLATION VALVE ISOLATION / GATE VALVE VALVE BOX WITH LOCKABLE LID MALE ADAPTER/ REDUCER, BOTH SIDES a18165d<1cTi1Hm IrJt11���1�h ISOLATION / GATE VALVE, EQUIPPED FOR KEYED OPERATION DRAIN ROCK, 4 -INCH DEPTH MIN "Rile], 8 N1:1 [.L1 B MANUAL DRAIN VALVE 3 ❑ 0 NOTE: S INSTALL BACKFLOW PREVENTOR PER CODE AND VJj REQUIREMENTS OF PREVAILING JURISDICTIONS. j 4 DOUBLE CHECK VALVE SCALE: NTS o 6 BACKFLOW PREVENTOR (BELOW GRADE) J SCALE: NTS GATE VALVE (LINE SIZE) SPECIFIED BACKFLOW PREVENTION DEVICE SPECIFIED VAULT. INSTALL FLUSH WITH FINISH GRADE SPECIFIED MAINLINE TO ZONES UNION EACH SIDE SUPPORT BLOCKS (TYP) BRICK OR CONCRETE BLOCK (TYP) 6 -INCH PEA GRAVEL (MIN) CONCRETETHRUST BLOCK IRRIGATION SUPPLY FROM METER SCH. 40 MAINLINE SET CONTROLLER 60" ABOVE TREE PROTECTION MEASURES SHRUB ROOT CROWN TO BE SET NO UNLESS OTHERWISE INDICATED FOR REMOVAL ALL TREES SHALL RECEIVE PROTECTIVE MEASURES FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE CITY DIRECTED. REQUIREMENTS. ABOVE SURROUNDING GRADE & HIGH MINIMUM CHAIN-LINK FENCING, SHALL BE ERECTED AND MAINTAINED. FENCING SHALL 3 BE INSTALLED AS INDICATED ON THIS PLAN. IN AREAS WHERE ROOT ZONE ENCROACHMENT IS CONTROLLER AS SPECIFIED. UNAVOIDABLE ADJUSTMENTS OF FENCING LOCATION SHALL BE COORDINATED WITH A CLEAR OF SHRUB STEM BASE) CERTIFIED ARBORIST PRIOR TO START OF WORK. = NO ACTIVITY MAY BE CONDUCTED WITHIN ANY DESIGNATED TREE PROTECTION AREA TO WALL INSTALL BACKUP INCLUDING BUT NOT LIMITED TO PARKING EQUIPMENT, PLACING SOLVENTS, STORING WALL. MATERIALS AND SOIL DEPOSITS, DUMPING CONCRETE WASHOUT, OR OTHER DEBRIS, OR ANY III �, EXCAVATION OR COMPACTION WORK. LEAD/TERMINAL AND II CORN CORNER/CHANGE OF DURING CONSTRUCTION NO OBJECTS SHALL BE ATTACHED TO ANY TREE DESIGNATED TO BE DIRECTION POSTS RETAINED AND PROTECTED. LINE POST FENCE SHALL REMAIN IN PLACE UNTIL THE COMPLETION OF CONSTRUCTION ACTIVITIES. 2"x 2'k 8' WOOD STAKES SET MOVEMENT OR REMOVAL OF THE FENCE REQUIRES APPROVAL BY THE ARBORIST AND/OR THE I„ II� III=III=III=III=II'-"' = - I IlTillli `-III- -" CITY'S AUTHORIZED REPRESENTATIVE. FENCE FABRIC 2 X DIAMETER AND POSTS, SEE EXCAVATION /TRENCHING AROUND TREES SPECIFICATIONS PROPOSED TRENCHING AND EXCAVATION AROUND TREES SHALL BE COORDINATED WITH PER LOCAL ELECTRICAL CONSULTING ARBORIST. a WHERE TRENCHING IS REQUIRED WITHIN CRITICAL ROOT ZONE, TUNNEL UNDER OR AROUND GARBAGE, CONCRETE, GRAVEL OR OTHER FOREIGN MATERIALS. ROOTS BY HAND DIGGING OR BORING. DO NOT CUT MAIN LATERAL ROOTS OR TAP ROOTS. 2" DIAMETER GRAY PVC CLEANLY CUT/SEVER SMALLER ROOTS. RELOCATE ROOTS IN BACKFILL AREAS WHEREVER "�i POSSIBLE. ABOVE ADJACENT GRADES, KEEP DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED, STANDARD FOR NURSERY STOCK. FIRST LIMBS OF DECIDUOUS TREES IN PROVIDE TEMPORARY EARTH COVER, OR PACK WITH PEAT MOSS AND WRAP WITH BURLAP. MULCH 4" CLEAR OF TRUNK BASE WATER AND MAINTAIN IN MOIST CONDITION UNTIL RELOCATED AND COVERED WITH BACKFILL. 1. SCH 80 ADAPTER AND FITTINGS TO BE SAME SIZE AS ISOLATION VALVE ISOLATION / GATE VALVE VALVE BOX WITH LOCKABLE LID MALE ADAPTER/ REDUCER, BOTH SIDES a18165d<1cTi1Hm IrJt11���1�h ISOLATION / GATE VALVE, EQUIPPED FOR KEYED OPERATION DRAIN ROCK, 4 -INCH DEPTH MIN "Rile], 8 N1:1 [.L1 B MANUAL DRAIN VALVE 3 ❑ 0 NOTE: S INSTALL BACKFLOW PREVENTOR PER CODE AND VJj REQUIREMENTS OF PREVAILING JURISDICTIONS. j 4 DOUBLE CHECK VALVE SCALE: NTS o 6 BACKFLOW PREVENTOR (BELOW GRADE) J SCALE: NTS GATE VALVE (LINE SIZE) SPECIFIED BACKFLOW PREVENTION DEVICE SPECIFIED VAULT. INSTALL FLUSH WITH FINISH GRADE SPECIFIED MAINLINE TO ZONES UNION EACH SIDE SUPPORT BLOCKS (TYP) BRICK OR CONCRETE BLOCK (TYP) 6 -INCH PEA GRAVEL (MIN) CONCRETETHRUST BLOCK IRRIGATION SUPPLY FROM METER SCH. 40 MAINLINE SET CONTROLLER 60" ABOVE o o SHRUB ROOT CROWN TO BE SET NO FINISHED GRADE UNLESS LESS THAN 1" NOR MORE THAN 2" DIRECTED. LINE SIZE BRONZE GATE VALVE ABOVE SURROUNDING GRADE TH LID VALVE BOX WITH 3 MULCH AS SPECIFIED (KEEP MULCH CONTROLLER AS SPECIFIED. FROM MAIN (BY OTHERS) CLEAR OF SHRUB STEM BASE) FINISH GRADE SECURELY BOLT CONTROLLER = EXTERNAL ELL TO WALL INSTALL BACKUP IIII WALL. BATTERIES AS REQUIRED. III �, 4" PVC SLEEVE GROUND AS PER MFG. II 2 PARTS NATIVE SOIL SPECIFICATIONS. . Illlli 3. MANUAL DRAIN VALVE 3/4- DIAMETER RIGID II'"'<II II 2"x 2'k 8' WOOD STAKES SET STEEL CONDUIT FOR I„ II� III=III=III=III=II'-"' = - I IlTillli `-III- -" COMPACTED PLANTING MIX SCH. 80 NIPPLES 110 VAC ELECTRICAL 2 X DIAMETER FINISHEDGRADE SOURCE. INSTALL AS ROOTBALL PER LOCAL ELECTRICAL DRAIN ROCK- 3 CU. FT. MIN. CODES. GARBAGE, CONCRETE, GRAVEL OR OTHER FOREIGN MATERIALS. 2" DIAMETER GRAY PVC - "�i CONDUIT FOR RCV WIRES. ABOVE ADJACENT GRADES, KEEP SHRUB PLANTING SCALE:NTS 4 J LONG SWEEP ELL. FINISHED °: GRADE. -_9- _ -__ LB JUNCTION BOX. ° °� N LONG SWEEP ELL. 3 ❑ INTERIOR WALL MOUNT CONTROLLER SCALE: NTS,N,' N SCALE: NTS N J S112 1"= T-0" PLANTING SECTION FX -IR -FX -CONT -21 DCOVER PLANT SEE PLANTING NOTES L0.01 'RADE TRIANGULAR SPACING LAYOUT NOTES PLANTINGS EDGE OF PLANT BED, CURB WALK, FENCE OR WALL 1. TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIAMETER 3 H W GROUNDCOVER PLANTING SCALE:NTS J io SECTION VIEW 8'-0" OR LESS 4 Q 4 ro 4'-0" MIN. FINISH GRADE 2" BELOWADJACENT PAVEMENT TOP OF ROOT BARRIER 1" ABOVE FINISH GRADE CURB ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) EXISTING SOIL PAVEMENT CURB ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) TAMP SOIL ADJACENT TO ROOT BARRIER TO STABILIZE BARRIER NOTES j 1. INSTALL ROOT BARRIER PER MANUFACTURER'S SPECIFICATIONS AND ......................jJppJJ��� ]JI RECOMMENDATIONS. 11 2. INSTALL ROOT BARRIER WHERE CENTER OF PLAN VIEW ROOT BALL IS WITHIN 8' OF PAVEMENT. ROOT BARRIER DETAIL �oEsa QUICK COUPLER VALVE FINISH GRADE ROTATOR LATERAL PIPE LATERAL TEE OR ELL SWING JOINT SCALE: NTS VALVE BOX WITH COVER FINISH GRADE/ TOP OF MULCH QUICK COUPLING VALVE PVC SCH 80 NIPPLE Y4" WASHED GRAVEL, 3 -INCH MIN DEPTH NOTES FINISH GRADE. ESTABLISH AT 1 INCH BELOW ADJACENT PAVING SURFACES MULCH SOIL AMENDMENT TOPSOIL EXISTING SUBGRADE 1. REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER 1" IN DIAMETER FROM TOP 12" OF SOIL. 2. RIP AND TILL SUBGRADE TO 6" DEEP (MIN.) PRIOR TO INSTALLING TOPSOIL AND TILL INTERFACE OF SUBGRADE AND TOPSOIL. 3. TILL TOPSOIL AND SOIL AMENDMENTS TO AMIN.12"DEPTH. 4. SUBMIT SAMPLE OF MULCH &TOPSOIL FOR ACCEPTANCE PRIOR TO PLACEMENT. SOIL PREPARATION PAVING W _ _ O Rz -III. FILL AS SPECIFIED TRACE WIRE i_LVJ•t- SCH 40 PVC SLEEVE SCHEDULE 40 PVC MAINLINE TO ZONES FLOW SENSOR o o SHRUB ROOT CROWN TO BE SET NO LESS THAN 1" NOR MORE THAN 2" / LINE SIZE BRONZE GATE VALVE ABOVE SURROUNDING GRADE RIGHT OF WAY OR PROPERTY LINE 3 MULCH AS SPECIFIED (KEEP MULCH ❑ FROM MAIN (BY OTHERS) CLEAR OF SHRUB STEM BASE) J = SOIL MIX- m a IIII 1 PART SOIL AMENDMENT \' III �, 70W II 2 PARTS NATIVE SOIL . Illlli 3. J II'"'<II II 2"x 2'k 8' WOOD STAKES SET I„ II� III=III=III=III=II'-"' = - I IlTillli `-III- -" COMPACTED PLANTING MIX OUTSIDE ROOT BALL 2 X DIAMETER FINISHEDGRADE ROOTBALL SHRUB PLANTING SCALE:NTS 4 J LONG SWEEP ELL. FINISHED °: GRADE. -_9- _ -__ LB JUNCTION BOX. ° °� N LONG SWEEP ELL. 3 ❑ INTERIOR WALL MOUNT CONTROLLER SCALE: NTS,N,' N SCALE: NTS N J S112 1"= T-0" PLANTING SECTION FX -IR -FX -CONT -21 DCOVER PLANT SEE PLANTING NOTES L0.01 'RADE TRIANGULAR SPACING LAYOUT NOTES PLANTINGS EDGE OF PLANT BED, CURB WALK, FENCE OR WALL 1. TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIAMETER 3 H W GROUNDCOVER PLANTING SCALE:NTS J io SECTION VIEW 8'-0" OR LESS 4 Q 4 ro 4'-0" MIN. FINISH GRADE 2" BELOWADJACENT PAVEMENT TOP OF ROOT BARRIER 1" ABOVE FINISH GRADE CURB ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) EXISTING SOIL PAVEMENT CURB ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) TAMP SOIL ADJACENT TO ROOT BARRIER TO STABILIZE BARRIER NOTES j 1. INSTALL ROOT BARRIER PER MANUFACTURER'S SPECIFICATIONS AND ......................jJppJJ��� ]JI RECOMMENDATIONS. 11 2. INSTALL ROOT BARRIER WHERE CENTER OF PLAN VIEW ROOT BALL IS WITHIN 8' OF PAVEMENT. ROOT BARRIER DETAIL �oEsa QUICK COUPLER VALVE FINISH GRADE ROTATOR LATERAL PIPE LATERAL TEE OR ELL SWING JOINT SCALE: NTS VALVE BOX WITH COVER FINISH GRADE/ TOP OF MULCH QUICK COUPLING VALVE PVC SCH 80 NIPPLE Y4" WASHED GRAVEL, 3 -INCH MIN DEPTH NOTES FINISH GRADE. ESTABLISH AT 1 INCH BELOW ADJACENT PAVING SURFACES MULCH SOIL AMENDMENT TOPSOIL EXISTING SUBGRADE 1. REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER 1" IN DIAMETER FROM TOP 12" OF SOIL. 2. RIP AND TILL SUBGRADE TO 6" DEEP (MIN.) PRIOR TO INSTALLING TOPSOIL AND TILL INTERFACE OF SUBGRADE AND TOPSOIL. 3. TILL TOPSOIL AND SOIL AMENDMENTS TO AMIN.12"DEPTH. 4. SUBMIT SAMPLE OF MULCH &TOPSOIL FOR ACCEPTANCE PRIOR TO PLACEMENT. SOIL PREPARATION PAVING W _ _ O Rz -III. FILL AS SPECIFIED TRACE WIRE i_LVJ•t- SCH 40 PVC SLEEVE SCHEDULE 40 PVC MAINLINE TO ZONES FLOW SENSOR Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vanwuver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client 0 3 0 LES SCHWAB TIRE 0909 ° CENTER 2i z �1 POINT OF CONNECTION 20900 Cooley Road w „ r, Bend, OR, 97701 SCALE: NTS y J -III-I' -- --- SPECIFIED BACKFILL iT1-1T1= Z_ g III=III I I 1111111 I I SECTION AT PAVING g NSPECIFIED PIPE BEDDING m � III=III II III ;III;II WALL_ LATERAL LINE =III= MAIN LINE SCALE: NTS 4 QUICKCOUPLER z BACKFLOW PREVENTION ASSEMBLY / LINE SIZE BRONZE GATE VALVE - - RIGHT OF WAY OR PROPERTY LINE 3 WATER METER (BY OTHERS) ❑ FROM MAIN (BY OTHERS) Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vanwuver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client 0 3 0 LES SCHWAB TIRE 0909 ° CENTER 2i z �1 POINT OF CONNECTION 20900 Cooley Road w „ r, Bend, OR, 97701 SCALE: NTS y J -III-I' -- --- SPECIFIED BACKFILL iT1-1T1= Z_ g III=III I I 1111111 I I SECTION AT PAVING g NSPECIFIED PIPE BEDDING m � III=III II III ;III;II WALL_ LATERAL LINE =III= MAIN LINE SCALE: NTS 4 MULTI -TRAJECTORY SPRAY HEAD DETAIL -SUBTITLE E Z 2 NOTES SLEEVE "CINCH -TIE", 'GRO-STRAIT", OR O 3 0 c� ❑ 1. PLANTALL TREES AT LEAST 32 INCHES FROM THE END OF HEAD -IN PARKING BRICK IN FIGURE EIGHT FASHION, ATTACH II III TO STAKE W/ TWO GALV. ROOFING 2. ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE NAILS o SCALE:NTS 3. J 2"x 2'k 8' WOOD STAKES SET III[ 'll�l: OUTSIDE ROOT BALL 4. FINISHEDGRADE (REMOVE AFTER ONE YEAR) SOIL/COMPOST PLANTING MIX AND BE FREE OF ALL DEBRIS INCLUDING GARBAGE, CONCRETE, GRAVEL OR OTHER FOREIGN MATERIALS. SET CROWN OF ROOT BALL 2" - "�i ABOVE ADJACENT GRADES, KEEP STANDARD FOR NURSERY STOCK. FIRST LIMBS OF DECIDUOUS TREES IN MULCH 4" CLEAR OF TRUNK BASE PARKING LOTS AND ALONG STREETS AND SIDEWALKS SHALL BE 5 FEET ABOVE IRRIGATION WIRING GROUND OR HIGHER. W BUILD UP ADDITIONAL 3" MOUND �I EXCAVATE HOLE INTO PREPARED SOIL TO ONE INCH LESS THAN HEIGHT OF 50 OF MULCH AROUND THE TREE ROOTBALL AND TWO TIMES THE WIDTH OF THE ROOTBALL. TAMP BOTTOM OF TO FORM A BASIN TO CATCH PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. PVC SCH 80 NIPPLE a> IIII FINISH GRADE OF SOIL 1 1/2" 7, DO NOT DAMAGE THE ROOTBALL WHEN PLANTING. REMOVE ALL WIRE, STRING BELOW GRADE OF ADJACENT AND BURLAP FROM TOP AND SIDES OF ROOTBALL ONLY AFTER PLACING IN THE SURFACE �� `:• " 8. III III..III.IIII SOIL MIX- PVC SCH 40 TEE OR ELL - 1 PART SOIL AMENDMENT 9. BACKFILL HOLE WITH APPROVED PLANTING MEDIUM MIX TO HALF DEPTH. TAMP .:. , 2 PARTS NATIVE SOIL SOIL TO STABILIZE ROOTBALL. FINISH BACKFILLING AND TAMP AGAIN. - SAND BACKFILL BY ELECTRICAL 10 STAKE TREES OUTSIDE OF ROOTBALL AND PARALLEL TO PLANTING ISLAND CURBS WITH TREE STAKES. USE ONE INCH HEAVY CHAINLOCK TREE TIES OR ' - "_ "" .'' •. , :�:` `' ~_ IF CENTER OF TREE IS WITHIN SCHEDULE 80 PVC, _ CONTRACTOR WHERE TRENCH PVC SCH 40 STREET ELL -11 .11 -III .. 11 -III- -w Ill III UNDERGROUND UTILITY, ADD 11. 6„ v ' . 6' ' MONTH, THEN ONCE PER WEEK THROUGH THE REMAINDER THE DRY SIZE AS SPECIFIED IS COMMON SEASON. WATER A MINIMUM OF ONCE PER MONTH DURING THE SECOND MORE THAN 8'-0"- LESS THAN 8'-0"- SUMMER SEASON. NOTES: 12. ALL PLANTING BEDS CONTAINING TREES AND SHRUBS AND SURFACE DRAINAGE SECTION AT WALLS SHALL BE SIMILAR TO THIS LANDSCAPE TREE PLANTING AND DECIDUOUS TREE PLANTING DETAIL 1. SNAKE ALL PVC PIPING IN TRENCHING DRAINAGE DETAIRED 2. TIE LOOSE 3 FT LOOP IN ALL IRRIGATION WIRING AT PVC MAINLINE PIPE CHANGES IN DIRECTION GREATER THAN 30 DEGREES. PVC SCH 40 ELL MIN DEPTH OF PIPE NOTES: UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. MAINLINE 18" 1. SLEEVES TO BE TWICE DIAMETER OF LINE OR LINES 3. WHERE ELECTRICAL WIRING DOES NOT SHARE LATERAL AT PAVING 14" PASSING THROUGH. COMMON TRENCH, OVER EXCAVATE TRENCH 21NCHES #4 X 24" REBAR WITH AT DRIVING SURFACE 24" 2. EXTEND IRRIGATION SLEEVE 6 -INCHES BEYOND EDGE MIN AND BACKFILL WITH SPECIFIED BEDDING SS GEAR CLAMPS c7 OF PAVING, EACH SIDE. MATERIAL. O 30 3: 0 3. INSTALL SLEEVES AT SAME TIME AS WALL OR PAVING o 4. LOCATE ALL WIRING NOT IN COMMON TRENCHES = a INSTALLATION. ACCURATELY ON RECORD DRAWINGS. O 4. INSTALL PIPE IN SLEEVE BEFORE BACKFILLING AND w w > CAP BOTH ENDS WITHOUT GLUE. y W ILL! IRRIGATION SLEEVES IRRIGATION TRENCHING TYP 8 9 SCALE:NTS ❑ SCALE: NTS o SCALE:NTS o J J J MULTI -TRAJECTORY SPRAY HEAD DETAIL -SUBTITLE E 3/4" - 1-1/2" WASHED ROUND RIVER ROCK METAL EDGER, 1" ABOVE FINISH GRADE OF ROCK MULCH, RECESS TOP OF STAKE 1" BELOW HEADER N r u 0 O GEOTEXTILE FABRIC EDI ROCK MULCH MAINTENANCE BAND W SCALE: NTS o J Z 2 NOTES a W "CINCH -TIE", 'GRO-STRAIT", OR O 3 0 c� ❑ 1. PLANTALL TREES AT LEAST 32 INCHES FROM THE END OF HEAD -IN PARKING IN FIGURE EIGHT FASHION, ATTACH N TO STAKE W/ TWO GALV. ROOFING 2. ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE NAILS o SCALE:NTS 3. J 3/4" - 1-1/2" WASHED ROUND RIVER ROCK METAL EDGER, 1" ABOVE FINISH GRADE OF ROCK MULCH, RECESS TOP OF STAKE 1" BELOW HEADER N r u 0 O GEOTEXTILE FABRIC EDI ROCK MULCH MAINTENANCE BAND W SCALE: NTS o J Project Les Schwab #027 3294 Main Street Springfield, OR 97478 MACKENZIE 2021 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, WITHOUT PRIOR WRRTEN PERMISSION REVISION SCHEDULE SHEET TITLE: LANDSCAPE DETAILS DRAWN BY: NRF CHECKEDBY: SHEET L5.10 JDB "°. 2210232.00 PRELIMINARY ONLY *221023200'\\GRP.MCK\PROJECTS\PROJECT51221023200\DRAWINGS\LAN DSCAPE\232 L0.01.DWG:L5.10 NRF 11/12/21 10:58 1:0.08 NOTES "CINCH -TIE", 'GRO-STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES 1. PLANTALL TREES AT LEAST 32 INCHES FROM THE END OF HEAD -IN PARKING IN FIGURE EIGHT FASHION, ATTACH SPACES TO PREVENT DAMAGE FROM CAR OVERHANGS. TO STAKE W/ TWO GALV. ROOFING 2. ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE NAILS THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS. 3. SCARIFY AND ROUGHEN BOTTOM OF PLANTING PIT PRIOR TO PLACING TREE 2"x 2'k 8' WOOD STAKES SET AND TOPSOIL. SLOPE BOTTOM TO DRAIN TO SIDES. OUTSIDE ROOT BALL 4. THE ENTIRE WIDTH OF THE PLANTING ISLAND SHALL CONTAIN ONLY (REMOVE AFTER ONE YEAR) SOIL/COMPOST PLANTING MIX AND BE FREE OF ALL DEBRIS INCLUDING GARBAGE, CONCRETE, GRAVEL OR OTHER FOREIGN MATERIALS. SET CROWN OF ROOT BALL 2" 5. ALL TREES SHALL CONFORM TO MOST RECENT ANSI Z60.1 AMERICAN ABOVE ADJACENT GRADES, KEEP STANDARD FOR NURSERY STOCK. FIRST LIMBS OF DECIDUOUS TREES IN MULCH 4" CLEAR OF TRUNK BASE PARKING LOTS AND ALONG STREETS AND SIDEWALKS SHALL BE 5 FEET ABOVE Z � GROUND OR HIGHER. BUILD UP ADDITIONAL 3" MOUND 6. EXCAVATE HOLE INTO PREPARED SOIL TO ONE INCH LESS THAN HEIGHT OF 50 OF MULCH AROUND THE TREE ROOTBALL AND TWO TIMES THE WIDTH OF THE ROOTBALL. TAMP BOTTOM OF TO FORM A BASIN TO CATCH PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. AND RETAIN WATER BUTTRESS AT THE BOTTOM OF THE PIT NO LESS THAN THREE FEET WIDE IF NEEDED TO REINFORCE LATERAL SUPPORT. FINISH GRADE OF SOIL 1 1/2" 7, DO NOT DAMAGE THE ROOTBALL WHEN PLANTING. REMOVE ALL WIRE, STRING BELOW GRADE OF ADJACENT AND BURLAP FROM TOP AND SIDES OF ROOTBALL ONLY AFTER PLACING IN THE SURFACE HOLE. `:• " 8. SET TREE STRAIGHT ON TAMPED SOIL. SOIL MIX- - 1 PART SOIL AMENDMENT 9. BACKFILL HOLE WITH APPROVED PLANTING MEDIUM MIX TO HALF DEPTH. TAMP .:. , 2 PARTS NATIVE SOIL SOIL TO STABILIZE ROOTBALL. FINISH BACKFILLING AND TAMP AGAIN. - 10 STAKE TREES OUTSIDE OF ROOTBALL AND PARALLEL TO PLANTING ISLAND CURBS WITH TREE STAKES. USE ONE INCH HEAVY CHAINLOCK TREE TIES OR ' - "_ "" .'' •. , :�:` `' ~_ IF CENTER OF TREE IS WITHIN _ &-0" OF A PAVED SURFACE OR SIMILAR. REMOVE AFTER ONE YEAR. -11 .11 -III .. 11 -III- -w Ill III UNDERGROUND UTILITY, ADD 11. WATER IMMEDIATELY ANDTHQROUGHLY, TWICE PER WEEK DURING THE FIRST OF ROOT BARRIER WITH 18" DEPTH MONTH, THEN ONCE PER WEEK THROUGH THE REMAINDER THE DRY SEASON. WATER A MINIMUM OF ONCE PER MONTH DURING THE SECOND MORE THAN 8'-0"- LESS THAN 8'-0"- SUMMER SEASON. NO ROOT BARRIER ADD ROOT BARRIER 12. ALL PLANTING BEDS CONTAINING TREES AND SHRUBS AND SURFACE DRAINAGE SHALL BE SIMILAR TO THIS LANDSCAPE TREE PLANTING AND DECIDUOUS TREE PLANTING DETAIL DRAINAGE DETAIRED Project Les Schwab #027 3294 Main Street Springfield, OR 97478 MACKENZIE 2021 © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, WITHOUT PRIOR WRRTEN PERMISSION REVISION SCHEDULE SHEET TITLE: LANDSCAPE DETAILS DRAWN BY: NRF CHECKEDBY: SHEET L5.10 JDB "°. 2210232.00 PRELIMINARY ONLY *221023200'\\GRP.MCK\PROJECTS\PROJECT51221023200\DRAWINGS\LAN DSCAPE\232 L0.01.DWG:L5.10 NRF 11/12/21 10:58 1:0.08 SECTION 32 01 90 OPERATION AND MAINTENANCE OF PLANTING PART 1 GENERAL 1.01 SECTION INCLUDES A. Immediately following planting, maintain plants in mannerthat promotes health, growth, color and appearance, to quality levels specified; replace dead, dying, and damaged plants at no extra cost to Owner. 1. It is Landscape Contractor's responsibility to determine type and quantity of soil amendments and fertilizer required. 2. Perform soil analysis to determine type and quantity of soil amendments; test enough soil samples to obtain a comprehensive analysis; submit reports. B. Maintain newly planted landscape plants, including turf(lawns), trees, shrubs, hedges, vines, ground cover, perennials, flowering bulbs, and annuals. C. Maintain established landscape plants, including turf(lawns), trees, shrubs, hedges, vines, ground cover, perennials, flowering bulbs, and naturalized wildflowers. D. Operate permanent irrigation system. E. Clean up landscaped areas. F. Maintenance Period: The time frame covered by these requirements is one year (included in Base Bid): 1. Start Date: Project Date of Substantial Completion. 1.02 RELATED REQUIREMENTS A. Section 32 84 23 - Underground Sprinklers. B. Section 32 92 19 - Seeding. C. Section 32 93 00 - Plants. 1.03 REFERENCE STANDARDS A. ANSI A300 Part 1 American National Standard for Tree Care Operations Tree, Shrub and Other Woody Plant Maintenance- Pruning B. ANSI A300 Part 2 - American National Standard for Tree Care Operations - Soil Management C. ANSI A300 Part 6 - American National Standard for Tree Care Operations - Planting and Transplanting D. ANSI A300 Part 8 - American National Standard for Tree Care Operations - Root Management Standard E. ANSI Z133.1- American National Standard For Arboricultural Operations - Pruning, Repairing, Maintaining, And Removing Trees, And Cutting Brush - Safety Requirements F. ASTM D 4972 - Standard Test Method for pH of Soils G. ASTM C602- Standard Specification for Agricultural Liming Materials 1.04 MAINTENANCE PLAN SUBMITTALS A. Submit complete maintenance plan, showing: 1. Irrigation volume and frequency; 2. Fertilizer type, quantity, and schedule of application; 3. Soil amendment type, quantity, and schedule of application; 4. Personnel assigned, including supervisor; and 5. Inspection procedures, diagnostics, and remedies. 1.05 SUBMITTALS A. Soil Tests and Analysis: Submit report showing number of samples, test results, and recommendations for soil amendments and fertilizer. C. Product Data: Manufacturer's data sheets on each fertilizer, herbicide, pesticide, and other chemical material to be used, showing trade name, chemical composition, mixing instructions, recommended application rate, storage and handling instructions, and application instructions. 1. Pesticides and Herbicides: Also include U.S. EPA registration number and Material Safety Data Sheets. D. Shop Drawings: Maintenance plan. E. Installer Qualifications: The Landscape Contractor must be licensed with Oregon Landscape Contractor's Board and be bonded in the State of Oregon. F. Site Reports: Include date, time, personnel, condition of plants, activities, temperature, precipitation, irrigation applied; record: 1. Each visit for maintenance purposes. 2. Volume of water applied and area applied to. 3. Diagnosis for treatment of unhealthy plants. 4. Pesticide application; provide all additional reports and recordkeeping required by law. 5. Herbicide application; provide all additional reports and recordkeeping required by law. 6. Removal of dead plants, with quantity and diagnosis. 7. Replanting. 8. Volume of wood chips produced. 9. Volume of debris removed from site. 1.06 QUALITY ASSURANCE A. Installer Qualifications: 1. Maintenance Contractor: The contractual entity that performed the planting installation. 2. Pruners: Certified member, or supervised by certified member, of International Society of Arboriculture. 3. Pesticide Applicators: Certified by authorities having jurisdiction. 4. Herbicide Applicators: Certified by authorities having jurisdiction. 1.07 DELIVERY, STORAGE, AND HANDLING A. Deliver U.S. EPA -controlled materials to site in original containers with legible labels indicating registration number and registered uses. B. Deliver fertilizer and manufactured soil amendments to site in original containers bearing manufacturer's chemical analysis, name, trade name or trademark, and indication of compliance with applicable state and Federal laws and regulations; alternatively, bulk delivery with equivalent certificate is acceptable. C. Store fertilizer, soil amendments, and mulch in dry locations away from contaminants. D. Do not store pesticides, herbicides, or other chemical treatment materials in locations where they could damage seeds or plants. PART 2 PRODUCTS 2.01 FERTILIZERS AND SOIL AMENDMENTS A. Fertilizers: Free flowing granular organic type containing nitrogen, phosphorus, and potassium, plus trace minerals and micro -nutrients; controlled release type is preferred. Determine type and quantity based on soil analysis. B. Soil Amendments: Type and quantity as required to achieve specified results, based on soil analysis. C. Recycled Compost: Well decomposed, stable, weed free; derived from food, agricultural or industrial residuals, biosolids, yard trimmings, or source -separated or mixed solid waste; with no objectionable odors and not resembling the raw material from which itwas made and no substances toxic to plants. 1. Gradation: 99 percent passing 1 inch screen. 2. Moisture Content: 35 to 55 percent by weight. 3. pH: 6.0-8.5. 4. Not more than 1 percent man-made matter and without plastic items more than 2 inches in length. 5. Minimum organic matter content: 40% 2.02 APPLIED MATERIALS A. Antidessicants: Sprayable, water insoluble film -forming material that produces a moisture retarding barrier not removable by rain or snow. 1. Film -Forming Temperature: Temperature commonly encountered out of doors during planting season. B. Organic Mulch: Maintain general appearance of existing mulched areas. C. Pesticides: U.S. EPA registered. D. Herbicides for Use on Turf. U.S. EPA registered. E. Water: Suitable for irrigation. PART 3 EXECUTION 3.01 EXAMINATION A. If soil analysis has not already been performed, take sufficient samples to obtain a comprehensive analysis; perform analysis in accordancewith ASTM D4972. 3.02 LANDSCAPE MAINTENANCE -GENERAL A. Protect existing vegetation, pavements, and facilities from damage due to maintenance activities; restore damaged items to original condition or replace, at no extra cost to Owner. B. General Cleanup: Remove debris from all landscape areas at least twice a month and from turf areas before each mowing. 1. Debris consists of trash, rubbish, dropped leaves, downed branches and limbs of all sizes, dead vegetation, rocks, and other material not belonging in landscaped areas. 2. Remove debris from site and dispose of properly. C. Watering, Soil Erosion, and Sedimentation Control: Comply with Federal, state, local, and other regulations in force; prevent over -watering, run-off, erosion, puddling, and ponding. 1. Repair temporary erosion control mechanisms provided by others. 2. Repair eroded areas and replant, when caused by inadequate maintenance. 3. Prevent sediment from entering storm drains. D. Trees: Exercise care to avoid girdling trees; provide protective collars if necessary; remove protective collars at end of maintenance period. E. Fertilizing: Apply fertilizer only when necessary. F. Earth Mound Watering Basins: Maintain in good condition and as required to permit efficient application ofwater without waste; reapply mulch if soil surface shows. G. Drainage Channels: Remove obstructions in gutters, catch basins, storm drain inlets, yard drains, swales, ditches, and overflows. Remove grates from catch basins to clean. Prevent encroachment of other vegetation on turfed surface drainage channels. H. Health Maintenance: Inspect all plants regularly for health. Eradicate diseases and damaging pests, regardless of severity or speed of effect. Treat accidental injuries and abrasions. If a plant is unhealthy but not yet dead, according to specified definitions, determine reason(s) and take remedial action immediately. Remove dead plants immediately upon determining that they are dead. I. Pesticide and Herbicide Application: 1. Comply with manufacturer's instructions and recommendations and applicable regulations. 2. Obtain Owner's approval prior to each application. 3. Apply in manner to prevent injury to personnel and damage to property due to either direct spray or drifting, both on and off Owner's property. 4. Use backflow preventers on hose bibs used for mixing water; prevent spills. 5. Inspect equipment daily before application; repair leaks, clogs, wear, and damage. 6. Do not dispose of excess mixed material, unmixed material, containers, residue, rinse water, or contaminated articles on site; dispose of off site in legal manner. 7. Rinsewater may be used as mixwaterfor next batch of same formulation. 8. Contractor is responsible for all record keeping, submissions, and reports required by laws and regulations. J. Replanting: Perform replacement and replanting immediately upon removal of dead plant. 3.03 IRRIGATION A. Irrigation: Do not allow plants to wilt; applywater as required to supplement rainfall; do not waste water; do not water plants or areas not needing water; do not water during rainfall; shut offwaterflowwhen finished; repair leaks. New automatic irrigation system may be used. Provide backflow preventers on hose bibs used for irrigation hoses. B. Automatic Irrigation System: Obtain and follow manufacturer's operating and maintenance instructions. Adjust to water landscape areas only. Adjust sprinkler heads, drippers, valves, pumps, and controllers as required for optimum operation. Drain and prepare for freezing weather; prepare and start up in spring. During system warranty period notify Owner and system installer promptly of defects and leaks that adversely affect irrigation performance. 3.04 PLANTING BED MAINTENANCE A. Planting beds include all planted areas except turf. B. Begin maintenance immediately after plants have been installed; inspect at least once a week and perform needed maintenance promptly. C. Keep planting beds free of pests; remove weeds and grass by hand before reaching 1 inch height. D. Do not allow climbing, twining, or creeping plants to encroach into other species. E. Ground Cover and Vines: Trim to encourage dense, well-developed growth covering intended areas. Do not allow plants to grow up trees, shrubs, ermines or encroach into turf or drainage channels, unless the drainage channel is intended to be planted with ground cover. Remove existing plants grown up trees, shrubs, and vines. F. Flowering Plants: Remove dead flower heads; do not trim off leaves offlowering bulbs until they are brown. G. Replace mulch as required and remove debris. 3.05 TREE AND SHRUB MAINTENANCE A. Trees will be considered dead when main leader has died back or when 25 percent or more of crown has died. B. Shrubs will be considered dead when 25 percent or more of plant has died. C. Inspect woody plants for health by scraping up to 1/16 inch square area of bark; no green cambium layer below bark shall be evidence of death. D. Adjust stakes, guys and turnbuckles, ties, and trunk wrap as required to promote growth and avoid girdling. E. Pruning: Unless otherwise indicated, prune only to maintain balanced natural shape; follow recommendations of ANSI A300 and ANSI Z133.1 and best local practices for species involved. F. Shrubs: Prune at least once during maintenance period at best time to influence ultimate shape and size for the particular species. Prune to balance the plant's form and according to its natural growth characteristics. Removewater shoots, suckers, and branches not conforming to desired shape and size. G. Hedges: Trim to encourage growth into voids and gaps. H. Young Trees: Prune at least once during maintenance period at best time to influence ultimate shape and size for the particular species; do not remove or cut off leader. I. Renovation of Established Shrubs: Prune and trim as required to improve shape and balance as appropriate to the particular species: remove dead, damaged, and diseased branches and limbs; do not remove excess growth except in front ofwindoUi above or obstructing entranceways and walkways, leaning against structures, and obstructing vision at street intersections. 3.07 CLEANING AND PROTECTION A. Remove fallen deciduous leaves in Fall; removal maywait until all leaves have fallen. B. Clean adjacent pavements of plant debris and other debris generated by maintenance activities. C. Remove and dispose of general cleanup debris and biodegradable debris in a proper manner. Owner's trash collection facilities may not be used; dispose of off site in accordance with applicable regulations. 3.08 CLOSEOUT A. 10 days prior to end of maintenance period, submit request for final inspection. END OF SECTION 32 01 90 SECTION 32 84 23 UNDERGROUND SPRINKLERS PART1 GENERAL 1.01 SECTION INCLUDES A. Pipe and fittings, valves, sprinklers heads, emitters, bubblers, and accessories. B. Control system. C. Design/Build Submittals and Requirements 1.02 RELATED REQUIREMENTS A. Electrical - Connection of electrical source wire and telephone line to the automatic irrigation controller shall meet all applicable codes and be performed by a licensed contractor. B. Section 31 01 90 - Operation and Maintenance of Planting C. Section 32 92 19 - Seeding D. Section 32 93 00 - Planting E. Mechanical - Point of connection work shall meet all applicable codes and be performed by a licensed contractor. 1.03 REFERENCE STANDARDS A. ASTM D2241 - Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure -Rated Pipe (SDR Series). B. ASTM D2282- Standard Specification for Acrylonitrile -Butadiene -Styrene (ABS) Plastic Pipe (SDR -PR). C. ASTM D2564- Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems. D. NEMA 250- Enclosures for Electrical Equipment (1000 Volts Maximum); 2014. E. ANSI A300 Part 5 - Tree care operations: tree, shrub, and other woody plant management: standard practices (Management of Trees and Shrubs During Site Planing, Site Development, and Construction); 2012. F. ANSI A300 Part 8 - Tree care operations: tree, shrub, and other woody plant management: standard practices Root Management; 2013. 1.04 ADMINISTRATIVE REQUIREMENTS A. Coordination: Coordinate thework with site backfilling, landscape grading and delivery of plant life. 1.05 SUBMITTALS A. Shop Drawings: Submit shop drawings for review prior to installation. Indicate piping layout to water source, location of sleeves under pavement, location and coverage of sprinkler heads, components, plant and landscaping features, site structures, schedule of fittings to be used. B. Product Data: Provide component and control system and wiring diagrams. C. Record Documents: Record actual locations of all concealed components piping system. D. Operation and Maintenance Data: 1. Provide instructions for operation and maintenance of system and controls, seasonal activation and shutdown, and manufacturer's parts catalog. 2. Provide schedule indicating length of time each valve is required to be open to provide a determined amount ofwater. F. Maintenance Materials: Provide the following for Owner's use in maintenance of project. 1. Extra Sprinkler Heads: One of each type and size. 2. Extra Valve Keys for Manual Valves: One. 3. Extra Valve Box Keys: One. 4. Wrenches: One for each type head core and for removing and installing each type head. 1.06 DESIGN BUILD SUBMITTALS AND REQUIREMENTS A. Design Criteria: Submitted plan shall meet the following criteria and shall be approved for construction only upon verification that all required criteria have been met. Drawings submitted for review, must clearly illustrate irrigation heads, valve, controller and point of connection locations. Typical head layout shall be triangular. Individual valves and controllers shall be numbered sequentially. The size and maximum flowthrough each valve and capacity of each controller shall be clearly noted. The plan must clearly illustrate pipe sizes from all laterals and mainline pipe. Drawings must be to a standard measurable engineering scale that is at least 1"=10'. B. Irrigation system as designed and installed shall perform within the tolerances and specification of the specified manufacturers. C. The system shall be fully adjustable to fine-tune the system performance for specific zones. Indicate water pressure and gallon parameters at available water source on the required submittal. D. Irrigation system shall be designed so that planting beds, sloped banks and lawn and trees zones are on separate control valves to facilitate the different water requirements of each area. E. System shall be designed to supply manufacturer's specified minimum operating pressure to farthest emitter from water meter. F. Zones shall be designed at 40 gallons per minute maximum with valves sized accordingly. G. System shall furnish components to allow operation within manufacturer's specified tolerances for optimum performance. Undersized components shall not be approved for installation. H. The system shall be gravity drained. The contractor shall provide appropriate manual drains at low, points. 1.07 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three (3) years of documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum five (5) years of experience. 1.08 REGULATORY REQUIREMENTS A. Conform to applicable code for piping and component requirements. 1.09 PRE -INSTALLATION MEETING A. Convene one week prior to commencing work of this Section. 1.10 COORDINATION A. Coordinate the work with site backfilling, landscape grading and delivery of plant life. B. Installer's Field Services: Prepare and start systems. C. Provide one complete spring start-up and a fall shutdown. 1.11 EXTRA MATERIALS A. Furnish extra components: Two sprinkler heads of each type and size; two valve keys for manual valves; two valve box keys; two keys for valve markers; and two wrenches for each type head core needed for removing and installing each type head. 1.12 GUARANTEES A. Guarantee the irrigation system, and any part thereof, against defective material and workmanship for one (1) year from the date of acceptance. Make corrections during the guarantee period at no extra cost. Restore any damaged plants, pavement or other improvements resultant ofwork associated with the irrigation system guarantee period. PART PRODUCTS 2.01 IRRIGATION SYSTEM A. Electric solenoid controlled underground irrigation system, with pressure blow-out drain B. Manufacturers: As shown on the drawings or specifications: Rain Bird Sales, Inc., Toro Company, or Hunter Irrigation. 2.02 PIPE MATERIALS A. PVC Pipe: ASTM D 2241; schedule 40: 200 psi pressure rated upstream from controls, 160 psi downstream from controls; solvent welded sockets. B. Fittings: Type and style of connection to match pipe. C. Pipe Risers at Valves: 160 psi PVC pipe. D. Solvent Cement: ASTM D 2564 for PVC pipe and fittings. E. Sleeve Material: PVC Schedule 80. 2.03 OUTLETS A. Manufacturers: Rainbird, Hunter, or Toro. B. Outlets: Brass construction. C. Underground close cased multi -trajectory rotary heads such as MP Rotators, sufficient to apply specified precipitation rates. All heads must be equipped with pressure compensating devices. All irrigation heads in low points must be equipped with integral check -valves. D. Quick Coupler: Rainbird 33 DLRC (or approved equal). 2.04 VALVES A. Manufacturers: Rainbird (PEB Series), Hunter (ICV Series) or (approved equal) B. Gate Valves: Bronze construction non -rising stem. C. Backflow Prevention Device: As approved by local authorities D. Master Valve: Superior 3100, or approved equal. E. Flow Sensor: Brass by Rainbird, Hunter or approved equal. F. Valve Box and Cover: AMAETEK 11x17with black lids. (Avoid placing valve boxes in lawn/turf areas) 2.05 CONTROLS A. Manufacturers: Rainbird ESP -LX Modular or (approved equal) B. Controller shall be solid state, commercial grade and have a single station for each control valve plus a minimum of four (4) unused stations for future expansion and shall be installed per manufacturer's recommended installation procedures. C. Controller shall be capable of a minimum of 2 start times per station per day and be equipped with a minimum 7 -day watering cycle. Controller shall be equipped with master valve/flow sensor and pump start capacity. D. Controller shall be suitable for either indoor or outdoor mounting. The Contractor shall coordinate with the Owner to identify location for Controller mount and provide appropriate lockable cabinet for location E. Controller Housing: NEMA 250 Type 3; weatherproof, watertight, with lockable access door. (or approved equal) PART 3 EXECUTION 3.01 EXAMINATION A. Prior to commencement ofwork, verify location of existing utilities; that required utilities are available, in proper location, and ready for use; and that ground measurements are as indicated on the plans. 3.02 PREPARATION A. Piping layout if indicated is diagrammatic only. Route piping to avoid plants, ground cover, and structures. Pipe runs to be straight or slightly curved. Sharp corners and angles are not acceptable. B. Layout and stake locations of system components. C. Review layout requirements with other affected work. Coordinate locations of sleeves under paving to accommodate system. 3.03 LOCATION A. Install spray and/or rotor heads in all areas to receive irrigation. 3.04 TRENCHING A. Trench Size: Minimum Width 4 inches. Minimum Cover Over Installed Supply Piping 18 inches. Minimum Cover Over Installed Branch Piping: 12 inches. Minimum Cover Over Installed Outlet Piping: 12 inches. B. Trench to accommodate grade changes. C. Maintain trenches free of debris, material, or obstructions that may damage pipe. D. No trench shall be filled in until it has been inspected. E. Contractor shall keep accurate as -builds identifying Point of Connection, Controller, and location of all mainlines, lateral Lines and sleeves. 3.05 INSTALLATION A. Install pipe, valves, controls, and outlets in accordancewith manufacturer's instructions. B. Connect to utilities. C. Set outlets and box covers at finish grade elevations. D. Provide for thermal movement of components in system. E. Install sleeves in all locations where mainline and lateral piping and/or control wiring pass under paved areas and curbs or through walls. Extend sleeve 12 inches beyond edge of paving, curb, or wall. F. Route red control and white common wires from controller to control valves and make connections at each end. Tape control wires together at 1D -foot intervals and tape bundle to adjacent pipe at min. 20' intervals. Provide 24" expansion loop of red wire every 100 feet of wire. Allow 24" of extra wire at controller and each valve. Splice only at the valves, not between valves or between valve and controller. Route wire below main line wherever possible. Where not routed below mainline, install 4-6" wide yellow plastic warning tape 6" above the control wire. G. After piping is installed, but before outlets are installed and backfilling commences, open valves and flush system with full head ofwater. 3.06 CONTROLLERS A. Verify location and mounting type with Owner or Owner's Representative. B. Install as shown on details and per Manufacturer's written instructions and recommendations. 3.07 FIELD QUALITY CONTROL A. Field inspection and testing to be performed by Contractor with Owner's Representative on site review. B. Prior to backfilling, test system for leakage at main piping to maintain 100 psi pressure for one hour. C. System is acceptable if no leakage or loss of pressure occurs during test period. D. Test and certify backflow device prior to final inspection and at end of guarantee period. Provide copy of certifications to Owner. 3.08 BACKFILLING A. Provide 3 inches of sand cover over piping. B. Backfill trench and compact to specified subgrade elevation. Protect piping from displacement. 3.09 SYSTEM STARTUP A. Adjust control system to achieve time cycles required. B. Adjust head types for full water coverage as directed. 3.10 DEMONSTRATION A. Instruct Owner's personnel in operation and maintenance of system, including adjusting of sprinkler heads. Use operation and maintenance material as basis for demonstration. 3.11 MAINTENANCE A. Provide one complete spring start-up and a full shutdown by installer, at no extra cost to Owner. 3.12 RECORD DRAWINGS A. Provide Owner and Owner's representative with one full size printed record drawing of irrigation system at completion. Follow requirements of 1.05 Design Build Submittals and Requirements when preparing record drawings. END OF SECTION 32 84 23 SECTION 32 93 00 PLANTS PART GENERAL 1.01 SECTION INCLUDES A. Preparation of subsoil. B. Topsoil bedding. C. New trees, plants, and ground cover. D. Mulch and Fertilizer. E. Maintenance. F. Tree Pruning. 1.02 RELATED REQUIREMENTS A. Section 32 01 90 - Operation and Maintenance of Planting: Post -occupancy maintenance. 1.03 REFERENCE STANDARDS A. ANSI Z60.1 -American Standard for Nursery Stock. B. ANSI A300 Part 1 - American National Standard for Tree Care Operations-- Tree, Shrub and Other Woody Plant Maintenance-- Standard Practices. 1.04 DEFINITIONS A. Weeds: Any plant life not specified or scheduled. B. Plants: Living trees, plants, and ground cover specified in this Section , and described in ANSI Z60.1. 1.05 SUBMITTALS A. Qualification Data: For landscape installer and herbicide installer. B. Product Data: Manufacturer's product data and installation instructions. C. Planting Schedule: submit a planting schedule prior to beginning work indicating dates, location and types ofwork expected to be performed. D. Plant types and quantities: Submit a complete schedule of all plant species, including common and botanical name, quantities, size and location of procurement. E. Shrub and Tree Samples: Submit list of each variety and size of plant materials a minimum of 30 days before planting operations. Obtain Owners Representative's approval of plant material on site prior to installation. F. Herbicide Program: Prior to starting herbicide and chemical control program, submit a monthly herbicide application schedule and application specification as written by manufacturer of herbicide and currently licensed herbicide applicator. E. Soil Testing: Submit soil test from a minimum of two site samples addressing fertility, pH, salinity, sodium, the five major nutrients, boron, sulfate, USDA texture, organic content and micronutrients. Test shall give recommendations for soil amendments, planting backfill and maintenance. 1.06 INSPECTIONS A. Substantial Completion Inspection: Written approval shall confirm project is substantially complete and establish the beginning of the maintenance period. 1.07 QUALITY ASSURANCE A. Nursery Qualifications: Company specializing in growing and cultivating the plants with three (3) years documented experience. B. Installer Qualifications: Company specializing in installing and planting the plants with five (5) years documented experience. C. Soil Testing Laboratory Qualifications: An independent laboratory, recognized by the state Department of Agriculture, with the experience and capability to conduct the testing indicated and that specializes in types of tests to be performed. Soil and Plant Lab or approved equal. D. Tree Pruning: NAA - Pruning Standards for Shade Trees. E. Maintenance Services: Performed by installer. 1.08 REGULATORY REQUIREMENTS A. Complywith regulatory agencies for fertilizer and herbicide composition. B. Plant Materials: Certified by federal department of agriculture; free of disease or hazardous insects. 1.09 DELIVERY, STORAGE, AND HANDLING A. Deliver fertilizer in waterproof bags showing weight, chemical analysis, and name of manufacturer. B. Protect and maintain plant life until planted. C. Deliver plant life materials immediately prior to placement. Keep plants moist. D. Deliver exterior plants freshly dug. E. Do not prune trees and shrubs before delivery, except as approved by Owner's Representative. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective covering of exterior plants during delivery. Do not drop exterior plants during delivery. F. Handle planting stock by root ball. G. Deliver packaged materials in manufacturer's unopened containers, fully identified by name, brand, type, weight and analysis. H. Label each tree and at least one of each shrub variety with securely attached waterproof tag bearing legible designation, botanical name and supplier's name. I. Deliver exterior plants after preparations for planting have been completed and install immediately. If planting is delayed more than six hours after delivery, set exterior plants trees in shade, protect from weather and mechanical damage, and keep roots moist. J. Seed: Deliver seed in original sealed, labeled, and undamaged containers. 1.10 FIELD CONDITIONS A. Do not install plant life when ambient temperatures may drop below 35 degrees F or rise above 90 degrees F. B. Do not install plant life when wind velocity exceeds 30 mph. 1.11 WARRANTY A. Provide one yearwarranty. B. Warranty: Include coverage for one continuous growing season; replace dead or unhealthy plants. C. Replacements: Plants of same size and species as specified, planted in the next growing season, with a newwarranty commencing on date of replacement. PART PRODUCTS 2.01 TREES, PLANTS, AND GROUND COVER A. Trees, Plants, and Ground Cover: Species and size identifiable in plant schedule, grown in climatic conditions similar to those in locality of the Work. 2.02 SOIL MATERIALS A. Topsoil: Imported. ASTM D 5268, Conforming to USDA soil texture class loam or sandy loam. Fertile, agricultural soil, typical for locality, capable of sustaining vigorous plant growth, taken from drained site; free of subsoil, clay or impurities, plants, weeds and roots, stones larger than 3/4 inch and other extraneous material harmful to plant life; minimum PH value of 5.4 and maximum 7.0. 2.03 SOIL AMENDMENT MATERIALS A. Fertilizer: Containing fifty percent of the elements derived from organic sources; of proportion necessary to eliminate any deficiencies of topsoil, as indicated in analysis. B. Bone Meal: Raw, finely ground, commercial grade, minimum of 3 percent nitrogen and 20 percent phosphorous. C. Lime: Ground limestone, dolomite type, minimum 95 percent carbonates. D. Water: Clean, fresh, and free of substances or matter which could inhibit vigorous growth of plants. E. Mycoapply All -Purpose Granular Fertilizer by Mycorrhizal Applications 866-476-7800 (or approved equal) shall be applied per manufacturer recommendations. 2.04 MULCH MATERIALS A. Mulching Material: Medium grind hemlock bark free of growth or germination inhibiting ingredients. 2.05 ACCESSORIES A. Wrapping Materials: Burlap B. Stakes: Softwood lumber, pointed end C. Cable, Wre, Eye Bolts and Turnbuckles: Non -corrosive, of sufficient strength to withstand wind pressure and resulting movement of plant life D. Plant Protectors: Rubber sleeves over cable to protect plant stems, trunks, and branches E. Root barriers: Deeproot UB -24 series or approved equal 2.06 PLANT SOIL MIX D. As recommended in soils analysis. 2.07 SOURCE QUALITY CONTROL AND TESTS A. Provide analysis of topsoil. B. Provide testing of imported and existing topsoil. C. Analyze to ascertain percentage of nitrogen, phosphorus, potash, soluble salt and organic matter; pH value. D. Submit minimum 10 oz sample of topsoil proposed. Forward sample to testing laboratory in sealed containers to prevent contamination. E. Testing is not required if recent tests are available for imported topsoil. Submit these test results to the testing laboratory for approval. Indicate, by test results, information necessary to determine suitability. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that prepared subsoil are ready to receive work. B. Saturate soil with water to test drainage. Soil must be freely draining. 3.02 PREPARATION OF SUBSOIL A. Prepare subsoil to eliminate uneven areas. Maintain profiles and contours. Make changes in grade gradual. Blend slopes into level areas. B. Remove foreign materials, weeds and undesirable plants and their roots. Remove contaminated subsoil and cement treated soil, if present. C. Scarify subsoil to at least a depth of 6 inches where plants are to be placed. Repeat subsoil cultivation in areas compacted by equipment used to haul and spread topsoil. D. Apply recommended fertilizer to subgrade as recommended in soils report. E. Excavate plant pits three times aswide as root ball diameter. 3.03 PLACING TOPSOIL A. Spread topsoil to a minimum depth of 6 inches over area to be planted with container plants. Thoroughly blend with recommended amendments and subgrade to depth of 12 inches. Rake smooth. B. Place topsoil during dry weather and on dry unfrozen subgrade. C. Remove vegetable matter and foreign non-organic material from topsoil while spreading. D. Grade topsoil to eliminate rough, low or soft areas, and to ensure positive drainage. E. See details on sheet L5.10 for additional information. Architecture Interiors Planning Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client LES SCHWAB TIRE CENTER 20900 Cooley Road Bend, OR, 97701 3.04 FERTILIZING A. Apply fertilizer in accordance with manufacturer's instructions and soils analysis. - B. Apply after initial raking of topsoil. Project C. Mix thoroughly into upper 2 inches of topsoil. D. Lightlywater to aid the dissipation of fertilizer. 3.05 PLANTING A. Place plants for best appearance. B. Set plants vertical. C. Remove budap and wire baskets for tops of rootballs and partially from sides, but do not remove from under root balls. D. Place planting soil mix as recommended in soils report around rootball in layers, watering to settle mix and eliminate voids and air pockets. E. Remove non -biodegradable root containers. F. Place bare root plant materials so roots lie in a natural position. Backfill soil mixture in 6 inch layers. Maintain plant life in vertical position. G. Saturate soil with water when the pit or bed is half full of topsoil and again when full. 3.06 INSTALLATION OF ACCESSORIES A. Wrap deciduous shade and flowering tree trunks and place tree protectors. 3.07 PLANT SUPPORT A. Brace plants vertically with plant protector wrapped guy wires and stakes. 3.08 TREE PRUNING A. Perform pruning of trees as recommended in ANSI A300. B. Prune newly planted trees as required to remove dead, broken, and split branches. 3.09 FIELD QUALITY CONTROL A. Perform field inspection and testing. B. Plants will be rejected if a ball of earth surrounding roots has been disturbed or damaged prior to or during planting. 3.10 MAINTENANCE A. Provide maintenance at no extra cost to Owner; Ownerwill pay forwater. B. Irrigate/water sufficiently to saturate root system and prevent soil from drying out. C. Neatly trim plants as necessary. D. Immediately remove clippings after trimming. E. Control growth ofweeds. Apply herbicides in accordancewith manufacturer's instructions. F. Control insect damage and disease. Apply pesticides in accordance with manufacturers instructions. H. Remedy damage from use of herbicides and pesticides. I. Replace mulch when deteriorated. J. Maintain wrappings, guys, turnbuckles, and stakes. Adjust turnbuckles to keep guy wires tight. Repair or replace accessories when required. END OF SECTION 32 93 00 Les Schwab #027 3294 Main Street Springfield, OR 97478 MACKENZIE 2021 © ALL RIGHTS RESERVED THESE DRAW7JGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED N ANY MANNER, WITHOUT PRIOR WRRTEN PERMISSION SHEET TITLE: LANDSCAPE SPECIFICATIONS DRAWN BY: NRF CHECKEDBY: SHEET L8.01 JDB "°. 2210232.00 PRELIMINARY ONLY 221023201ADRAWINGS\LAN DSCAPEt232 L0.01.DWG:L5.10 NRF 11/10/21 00:18 1:0.08