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HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/23/2017PAVEMENT LEGEND *PAVEMENT SECTIONS SHOWN BELOW REFER TO THE GEOTECHNICAL REPORT BY XXX, DATED... PROPERTY LINE/R.O.W. CONTOUR EASEMENT GRADE BREAK/LANDING CENTERLINE FIRE WATER LINE DOMESTIC WATER LINE STORM DRAIN LINE SANITARY SEWER LINE LIMITS OF WORK TELEPHONE LINE FIBER OPTIC LINE NATURAL GAS LINE OVERHEAD POWER LINE UNDERGROUND POWER LINE FENCE LINE FOUND MONUMENT CALCULATED POINT FROM RECORD DATA SURVEY CONTROL POINT MANHOLE SIGN CLEAN OUT UTILITY STUB FLAG POLE ELECTRICAL BOX GAS VALVE GAS METER SPIGOT LIGHT POLE UTILITY POLE VALVE GUY ANCHOR WATER METER DOUBLE DETECTOR CHECK VALVE FIRE DEPARTMENT CONNECTION FIRE HYDRANT CATCH BASIN PHONE PEDESTAL TREE REFERENCE SPECIES & SIZE AS NOTED IN "TREE TABLE" CONIFER TREE (SPECIES & SIZE AS NOTED) DECIDUOUS TREE (SPECIES & SIZE AS NOTED) FOUND MONUMENT REFERENCE; SEE "FOUND MONUMENT LIST" THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 EXISTING - -� -476.0- W_ 476.0___- W N [X"] SD- [x"] D-[X"] SS -- TEL FO GAS OHP UGP X a A 0 m I� G� i-0-1 LJ IV "r" 0 --a LTJ m ASPHALT CONCRETE FINISH FLOOR INVERT ELEVATION RAIN DRAIN RECYCLED AGGREGATE BASE CATCH BASIN MANHOLE TYPICAL RIGHT OF WAY PORTLAND CEMENT CONCRETE FINISHED GRADE TOP OF CURB GRADE BREAK PUBLIC UTILITY EASEMENT 0.010@2011�7 475.0 NO us Mr. Em AC CONC FF IE RD RAB CB MH TYP R.O.W. PCC FG TC GB P.U.E. ipmolmal mkTmrJFAJ GRADING NOTES 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS OF SURFACING MATERIAL. FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 10.1 FT. FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. (ONE CALL LOCATE UTILITY NOTIFICATION CENTER - PORTLAND METRO AREA 246-6699, OREGON 696-4848, ALL OTHER AREAS 1-800-332-2344). 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CITY OF SPRINGFIELD REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING. 6. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 7. 2% MAXIMUM SLOPE AT ALL ADA -COMPLIANT PARKING SPACES AND LOADING ZONES. 8. 5% MAX SLOPE (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES. 9. WHERE SLOPES ARE STEEPER THAN 3:1, CONTRACTOR SHALL INSTALL JUTE MATTING. SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND DIRECT CONTACT OF MATTING WITH SOIL. FOLLOW MANUFACTURER'S RECOMMENDATIONS. ®ate Received AUG 2 3 2017 original Submittal SITE AREA SUMMARY - DETAILS 1. ASPHALT PAVEMENT SECTION: X" AC OVER X" PROPOSED AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE AND THE RAB OVER X" CEMENT TREATED BASE (6%) -LANDSCAPE 1.002 AC CONCRETE PAVEMENT SECTION: X" PCC OVER (28%) (29%) X" RAS OVER X" CEMENT TREATED BASE 111,490 SF (6%) HARDSCAPE rref�i�fi��;��f 2.544 AC GRIND (2 MIN) AND OVERLAY PER PLAN (71%) WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE 155,130 SF 155,130 SF CONCRETE SIDEWALK: X" PCC OVER RAB PROPERTY LINE/R.O.W. CONTOUR EASEMENT GRADE BREAK/LANDING CENTERLINE FIRE WATER LINE DOMESTIC WATER LINE STORM DRAIN LINE SANITARY SEWER LINE LIMITS OF WORK TELEPHONE LINE FIBER OPTIC LINE NATURAL GAS LINE OVERHEAD POWER LINE UNDERGROUND POWER LINE FENCE LINE FOUND MONUMENT CALCULATED POINT FROM RECORD DATA SURVEY CONTROL POINT MANHOLE SIGN CLEAN OUT UTILITY STUB FLAG POLE ELECTRICAL BOX GAS VALVE GAS METER SPIGOT LIGHT POLE UTILITY POLE VALVE GUY ANCHOR WATER METER DOUBLE DETECTOR CHECK VALVE FIRE DEPARTMENT CONNECTION FIRE HYDRANT CATCH BASIN PHONE PEDESTAL TREE REFERENCE SPECIES & SIZE AS NOTED IN "TREE TABLE" CONIFER TREE (SPECIES & SIZE AS NOTED) DECIDUOUS TREE (SPECIES & SIZE AS NOTED) FOUND MONUMENT REFERENCE; SEE "FOUND MONUMENT LIST" THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 EXISTING - -� -476.0- W_ 476.0___- W N [X"] SD- [x"] D-[X"] SS -- TEL FO GAS OHP UGP X a A 0 m I� G� i-0-1 LJ IV "r" 0 --a LTJ m ASPHALT CONCRETE FINISH FLOOR INVERT ELEVATION RAIN DRAIN RECYCLED AGGREGATE BASE CATCH BASIN MANHOLE TYPICAL RIGHT OF WAY PORTLAND CEMENT CONCRETE FINISHED GRADE TOP OF CURB GRADE BREAK PUBLIC UTILITY EASEMENT 0.010@2011�7 475.0 NO us Mr. Em AC CONC FF IE RD RAB CB MH TYP R.O.W. PCC FG TC GB P.U.E. ipmolmal mkTmrJFAJ GRADING NOTES 1. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS GRADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS OF SURFACING MATERIAL. FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER CRAFTS HAS BEEN COMPLETED, REFILL AND COMPACT AREAS WHICH HAVE SETTLED OR ERODED TO BRING TO FINAL GRADES. GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 10.1 FT. FINISH GRADE PRIOR TO PLACING FINAL SURFACING: ±0.03 FT. 2. EXCAVATION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED BACKFILLING MATERIAL. EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; EXCAVATOR(S) SHALL NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. (ONE CALL LOCATE UTILITY NOTIFICATION CENTER - PORTLAND METRO AREA 246-6699, OREGON 696-4848, ALL OTHER AREAS 1-800-332-2344). 3. EFFECTIVE EROSION PREVENTION AND SEDIMENT CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CITY OF SPRINGFIELD REQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 4. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT ADVERSELY IMPACTED. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 5. SITE TOPSOIL SHALL BE STOCKPILED DURING CONSTRUCTION AND USED FOR LANDSCAPING. 6. CONTRACTOR TO COORDINATE GRADES AT ENTRANCE WITH ARCHITECTURAL PLANS PRIOR TO CONSTRUCTION. 7. 2% MAXIMUM SLOPE AT ALL ADA -COMPLIANT PARKING SPACES AND LOADING ZONES. 8. 5% MAX SLOPE (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK CONNECTIONS BETWEEN PUBLIC R.O.W. AND BUILDING ENTRANCES. 9. WHERE SLOPES ARE STEEPER THAN 3:1, CONTRACTOR SHALL INSTALL JUTE MATTING. SLOPE SHALL BE PREPARED TO ENSURE COMPLETE AND DIRECT CONTACT OF MATTING WITH SOIL. FOLLOW MANUFACTURER'S RECOMMENDATIONS. ®ate Received AUG 2 3 2017 original Submittal SITE AREA SUMMARY - DETAILS 1. EXISTING PROPOSED AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE AND THE 43,640 SF 44,320 SF -LANDSCAPE 1.002 AC 1.017 AC THE WORKING DRAWINGS ARE .GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW (28%) (29%) 111,490 SF 110,810 SF HARDSCAPE 2.560 AC 2.544 AC (72%) (71%) WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE 155,130 SF 155,130 SF TOTAL 3.561 AC 3.561 AC TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. (100%) (1007.) DISTURBED AREA N/A 16,760 SF (0.3848 AC) GENERAL NOTES 1. CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES. 2. REQUEST BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE ENGINEER. 3. ALL JOINTS BETWEEN EXISTING AND NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK UP. 4. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY, OREGON DEPARTMENT OF TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF ENGINEERS, OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY. 5. ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CITY DEPARTMENTS PRIOR TO DOING PRIVATE WORK. 6. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND DRAINAGE ALTERATION PERMIT (LDAP). 7. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS AND CITY REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRIOR TO THE PRE CONSTRUCTION CONFERENCE. 8. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQURIE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT. 9. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO THE CITY FOR APPROVAL PRIOR TO BEGINNING WORK. 10. CONTRACTOR SHALL BE AWARE IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15TH, WET WEATHER PROVISIONS INCLUDED ADDITIONAL ROCK SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL BE USED. REFER TO STANDARD SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED HEREIN FOR DETAILS. UTILITY NOTES 48 HOURS PRIOR TO INSPECTION TIME 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF SPRINGFIELD, AND THE CURRENT EDITION OF THE UNIFORM PLUMBING CODE AND THE INTERNATIONAL BUILDING CODE. ALL WORK WITHIN THE PUBLIC R.O.W. REQUIRES A PUBLIC WORKS PERMIT. 2. THE WORKING DRAWINGS ARE .GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.12. NOTE: NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. 4. ALL STORM PIPING IS SIZED FOR A MANNING'S "N" VALUE = 0.013 ALL STORM PIPING IS DESIGNED USING CONCENTRIC PIPE TO PIPE AND WYE FITTINGS, UNLESS OTHERWISE NOTED. 5. SEE MECHANICAL DRAWINGS FOR UTILITIES LOCATED WITHIN THE BUILDING AND TO 5' OUTSIDE THE BUILDING. 6. ALL DOWNSPOUT LEADERS TO BE 6" AT 2.0% MIN. UNLESS NOTED OTHERWISE. 3. WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY LOCATION, SIZE AND ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. 4. PROVIDE 2" PVC DRAIN LINE FROM DOMESTIC WATER METER VAULT AND BACKFLOW PREVENTER VAULT TO THE DOUBLE DETECTOR CHECK VALVE (FIRE) VAULT. PROVIDE 1/3 HP SUMP PUMP AT BASE OF FIRE VAULT AND INSTALL 2" PVC DRAIN LINE WITH BACKFLOW VALVE FROM SUMP PUMP TO DAYLIGHT AT NEAREST CURB. FURNISH J INCH DIAMETER CONDUIT FROM BUILDING ELECTRICAL ROOM TO FIRE VAULT FOR SUMP PUMP ELECTRICAL SERVICE. NOTE: COORDINATE WITH FIRE PROTECTION CONTRACTOR FOR FLOW SENSOR INSTALLATION AND CONDUIT REQUIREMENTS. CON 5. CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE SPECIFICATIONS (} AND LANDSCAPE PLANS. bM1400 � 6. SEE BUILDING PLUMBING DRAWINGS FOR PIPING WITHIN THE BUILDING AND UP TO 5' Q IVto, 9 OUTSIDE THE BUILDING, INCLUDING ANY FOUNDATION DRAINAGE PIPING. t� �;(Rwao 7. CONTRACTOR TO MAINTAIN MINIMUM 3 FT OF COVER OVER ALL WATER LINES. 8. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MANHOLES, ETC) SHALL BE INSPECTED BY THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRIOR TO HOOKING UP TO THEM. CONTACT KEITH MIYATA (726-3615) OR RON SATHER (726-2240) NO LESS THAN 171 Architecture ® Interiors Planning m Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com DESIGN DRIVEN I CLIENT FOCUSED Client Project Springfield,LES SCHWAB - SPRINGFIELD 3294 Main Street - 97478 PROfiFs G, 1 MEQ `��® Q 91897 d OREGON ��L►A p1 {0�, OO R i EXPIRES: 12/31/18 C MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: I REVISIONS REVISION DELTA 5-1 THIS CLOSING DATE LJ o SHEET I � � I � E SHEET TITLE: CIVIL GENERAL DRAWN BY: GIM CHECKED BY: MWB SHEET: JOB NO. 2170218.00 LAND USE REVIEW08/11/17 *217021800+ \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\218-CO.01.DWG GIM 08/10/17 15:16 1:100 0 THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 �X/// 0 RIM LOW = 472.702.10 SDFI RIM HIGH = 473.40 m RIM LOW = 469.51 6" IN (SE) T.O.P. = 470.15 RIM HIGH = 470.94 - 6" OUT (NW) T.O.P. = 470,16 0/m/ / 4) 11 • m Ty k T11,FACILITY`� y CJ! cj© X SD OUTFAL_ 1 C i tpE 12"X71,27 RI CB 4733 3 41 473 # 1 I tE " (E) 477.33 74.44} _ ✓ 1 ;1 J SD OUTFALL (� T.O.P. 8" PVC = 470.95 ©� Q +(473.69 4) -¢ (474.3t� -f (4 9)5 G AS ac (47 .1}3) SID .96) 4(4771 ) �` 1\ 1y j SO S` SOMH SDM S 0 RIM = 475.1 4 _�-, 47 6 ( 1� IM = 1 }468.54 } IE (E} 1 73) I 47 J0"a,� 445} -447430) 47 .58} 47 S) 15" 46$ J IE (S �2" 470.86 4-(475.73) ,\U�7 j --{473 2`i } 474.99) 1-(475. t '� -1-(474\87} / ) , t r 1k � -}-(475.09) ' { ` SS- - 4 f RIM = 474.-9 MI - W 2.5 ¢{ .30`- -1-(474. 1 � 11 -1-(47aE } 6 470.95 j t to 147-5.6-0 RD/ q 1 26 € f o j 47.49) 47.17} 474.26) �1�` 474.64} t { € / SDCB c - Ike c a RD RIM = 47 .71 `t,J �I 475.78} O r ~ SDCB EXISTIN El RIM �(V 3) --' 4 5 p ,a /BAIL I -- i 0- SDCB OIL f RIM = 4 .6 SEPARRAT}5 6 -- I } � a I � SDC$ �.� 3 RIM = 475.51 IE 3 (W) TRXPPI� 475.3€7} 1 ® 98 �' 475. L6) ` ; i SDC -1-(474.8 z1 / 475 v1{' CL RIM �= 473 81 r/ t 'UGP - 475.96) f .� --RD RD ,--RD - RD RD ' Q 4; 474.8 � SDCB R M = 475.05 6} IE/(S) TRAPPED 0 �} - SID SD 4' mss --1-((47� 475. 3} j5 , � 475.410} 1 E EXISTING BUILDIN ®r , 3 t 1 cn % Pu ( 474:84474.30} -1 4 4.2 }-1(474 65} PS I ( f 474,57} t 1 W 4 473.79}.I -{-(475.59} R% kc� SDMH] 1 73.5 �o SDMHRIM 475.t�5 1 -}{474.,3} m RIM = 475.53 RIM = $7�5 5} y IE {E 4 4.47 ' SSMH f] �} RIM = 475.37 ✓`0` _ } IE (N) 4 'tE"(S 10" 1.58 1 1 3, LIfMITS OF } 475 5 x{475.67} 45.48) IE (sSD6" 473.32 IF (w to", 1.63 �/ 475.79 iE (N} 8" 469.1 Saco 1 1 D TORBANCE, } IE (E) 6" 469.39 °._ BONN 75 r 745r � TYP �E`�}` 6 �fi 0 f 1 RIM = 47 11 rj e 1E (W) 4" Ib73. /� ( lE SW} 472.09 475, ) Q b474.50 .®�®s ®� o gym® 1 E �) f472.o4 � c� LO f , e (NW 472.66 �. 47.5=93} I �sDCB 475.63 I RIM =4 3 -. ♦♦ Pn f �,! ® SD SD 16 475.09' ---- � 4 .RD cn } 4.6 1 h l �m;4� /j / / ! r 17 t+ p`\ / / 475.4) , (75.30 1" WATER //. UNDER CANOPY UCO / SDCt3' 4 4.66 f IER(NW)4664: 47 2.82 "2 ` ' zm C WEATHER L NITS OF 3 1F {W} 8' 472,91 a$ 5 HEAD i DISTURBANCE, 10" (NE) CAPPED XISTI _I{475.0$} 4 ;�8 / ' �-` € TiYP BUILDING 4 i-----{ 475:57) 44q -5:2i- (475.14) o ` } 1 SDMH} 3 TYP ♦ 3 4-(475.32"�°��es�ve j RIM = 475.59 1 , a It (N) 10" 471.32 C� 3. 6} DCF ( 10 „ �.x� „g�, / IE (SE) 10" 471.26 1 ♦ �s. iR 4 475.42 0 sD � s 91 6.38 �(4 6.08 47 1 /` r®.� 1 3Fj4?` . 5 _ „ ? 9 ° 475:28 �F RIM = 475.29 (4amem -�' 475 IE W) 10" 469.37 3.6 1M = 473.9 14 -SDCB SD . � 13 � � jm m 4WD 4mm amm Q RIM = 474.90 SD 10"4 W 010`¢ W COMM COMM MH 10"0 -'-- wo SDMH RIM = 474.83 RIM = 47 SDCB 21% SD - 27.0 MH -- - COMMCM = 474. 76 RIM = 4 3.95 15 1" C RIM = 474.39 COMM MH RIM = 474.53 SS I AS -4--1/2"0- [--� SS S 4-1j2"Q- SS GAS 36"0 - SS -- MAIN ti I TYP SS s 36`35_ SS m - GAS - GAS -4-1/2"a GAS GAS GAS-4-1/2"mj- GAS- SS SS SS SS 36"e SS SS EXISTING CONDITIONS AND SITE PLA 30 0 15 30 60 120 �i VICINITY • - HORIZONTAL DATUM: PROJECT COORDINATE SYSTEM IS A LOCAL ASSUMED DATUM. BASIS OF BEARINGS IS POINT 51 TO POINT 50 PER C.S. VERTICAL DATUM NOTE: THE VERTICAL DATUM IS "NGVD 29" BASED CITY OF SPRINGFIELD BRASS CAP (COURT -3 WITNESS) AT SW CORNER 32nd & MAIN. ELEVATION = 474.15 EXISTING UTILITIES NOTE: EXISTING UTILITIES SHOWN ON THIS MAP ARE BASED ON FIELD LOCATES COMPLETED THROUGH THE "OREGON ONE CALL" SERVICE. THERE MAY BE EXISTING UTILITIES ON THE SITE THAT COULD NOT BE LOCATED. 1"=100' Date Received AUG 2 3 2011 odonai Subtwlttauw,�- KEYNOTES # 1. VERTICAL CURB TO BE REMOVED 2. CURB RAMP TO BE REMOVED 3. STRIPING TO BE REMOVED 4. REMOVE 10 LF OF FENCE 5. CANOPY TO BE REMOVED 6. STORM DRAIN APPURTENANCES TO BE REMOVED 7. EXTERIOR COVERED PATIO TO BE REMOVED 8., ADA SIGNS TO BE RELOCATED 9. BIKE RACKS TO BE RELOCATED 10. MAILBOX TO BE RELOCATED 11. CONCRETE PAD TO BE PROTECTED 12. LES SCHWAB MONUMENT SIGN TO BE PROTECTED 13. POWER POLE TO BE PROTECTED 14. UTILITIES TO BE PROTECTED 15. TREES TO BE PROTECTED 16. GRIND AC 17. REMOVE AC 18. REMOVE RAMP 19. LANE TRANSIT DISTRICT BUS STOP "N/S OF MAIN E OF 32ND" Architecture to 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 Project LES SCHWAB - SPRINGFIEL. 3294 Main Street Sprk4ield, OR 97478 PR4Fs tV sv �P �y 91897 OREGON A, • 2 0, ORY �. EXPIRES: 12/31/18 C MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 2< REVISIONS REVISION DELTA 55 THIS CLOSING DATE r n SHEET 1• • DRAWN BY: GIM CHECKED BY: MWB SHEET: ( IN FEET ) 1 inch = 30 ft. JOB No. 2170218.00 LAND USE REVIEW /11/17 X217021800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\218-C1.01.DWG GIM 08/10/17 14:20 1:30 IVI V 2.31'± 24' 0 m An 0 11 TYP THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 0 -H 0 VEHICLE PARKING SUMMARY — OVERALL CLASSIFICATION REQUIRED PROVIDED SALES/SERVICE (1 /300) 35 36 WAREHOUSE (1/600) 28 28 NOTES: • BASED ON 10,208 SF OF SALES/SERVICE AND 16,451 SF OF WAREHOUSE • MINIMUM OF 3 DISABLED STALLS BASED ON A TOTAL PROVIDED OF 51-75 STALLS, INCLUDING 1 "WHEELCHAIR ONLY" SPACE • MAXIMUM 30% COMPACT STALLS (OF REQUIRED) ALLOWED PER CODE MAIN STREET 1. CONCRETE VERTICAL CURB SITE PLAN 2. CONCRETE SIDEWALK C1�-10 10 0 5 10 40 80 3. ADA ACCESSIBLE PARKING STALL I I I I 4. 4" PARKING STRIPE IN FEET 1 inch = 10 ft. 5. CURB TRANSITION 6. ADA RAMP 7.6 CLEAR VISION AREA, 10 AREA, TYP. U, N 7. BIKE RACKS (6 SPACES) 8. SITE LIGHT 9. SAWCUT 10. LANDSCAPE AREA 11. PAINTED "COMPACT CAR ONLY" NOTICE 12. LOADING AREA =7 t Q / z W t Ld LL_ 4 X, I Lo z Pm f/ ,� /0' Architecture Interiors Planning m Engineering 'ZI 70 P.U.E. 0 Portland, OR 12.W7_m 6.5' `5.5 18'// 503.224.9560 A Vancouver, WA * 4 360.695.7879 < Seattle, WA 206.749.9993 /A wwW.mcknze.com �44 MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED 0 LJ > Client 0) < 0'4 W -4 W UJ .4- F . Co Les Schwab Tires . A� 4 209W Cooley Road Bend, OR 97701 4 5 4 4 dam, , 1. 5' " d °. a / / 51 s J,,f< 11.13) BUILDING < SETBACK 6.5'- 5.5' 18' TO CURB' Project 4 10.55'+ 30' TO CL - LES SCHWAB 2, SPRINGFIELD NEW" CURB ., AND 'GUTTER 3294 Main Street Springfield, OR 97478 D -NEW SIDEWALK"-�' -41 PR 4 4 91$97 10 OREGON 4A 10, GORY EXPIRES: 12/31/18 MACKENZIE 2017 E0_ @ ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, .-H WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z < REVISIONS REVISION DELTA F- 9.32' _J_ 5: -1 THIS CLOSING DATE Wr U' SHEET BUILDING SETBACK /F m 00 UJ 14- 0 (6o C14 Z :D J- 0 SHEET TITLE: REMODEL:: SITE PLAN CURB RAMP '_*� In Date Received T,(L-LJ) Am L 4G LIZ U-) AUG 2 3 2017 LIMITS OF DISTURBANCE, TYP Original Submittal W. - VEHICLE PARKING SUMMARY — DETAILS AUTO PARKING COMPACT STANDARD DISABLED TOTAL EXISTING TO REMAIN 0 40 0 40 EXISTING TO BE REPLACED 0 3 3 6 PROPOSED 18 0 0 18 TOTAL 18 (28%) 43 3 64 D)p DRAWN BY: GIM CHECKED BY: MWB r_ SHEET: - - - 1 C1.10 I I JOB NO. 2170218.00 LAND USE REVIEW 08/11/17' 1 *217021800*\\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\218-C1.10.DWG GIM 08/10/17 12:37 1:10 8 + (474.65) + (474.63) (474.50) 18) (475.79) \476.22) i j--(476.41) 1.7% — e� + (475.43) + (475.55) 476.56) 76.13) THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 + (475.59) + (475.79) -I- (475.85) + (475.67) MAIN STREET I �i GRADINGPLA 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. + (475.48) (475.71) ALL GRADES SHOWN ARE FINISHED SURFACE, UNLESS NOTED OTHERWISE. ale- gu—m— bwP cervi t�sti+�t l.es� Sc�hu u� �940t� + (475.65) S . ,� �r . ` ii ��/ ,%�% i'r> " / / �. ' 206.749.9993 Date Received AUG 2 3 2017 Jos NO. 2170218.00 Original submltfa! cm,a _— LA USE VI 0811/17 *217021800s \\GRP.MCK\PROJECTS\PROJECTS\217021800\4—DRAWINGS\CIVIL\218—C1.20.DWG GIM 08/10/17 12:43 1:10 EXISTING PARKING SURFACE THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 28' EXISTING PARKING SURFACE 12' PROPOSED CATCH BASIN _-_-4.3q t jI I i 5 5.5' 1.5' 13't TO EXIST SIDEWALK DRIVEWAY GUTTER t! { ! VARIES VARIES ! 0.6� 2ft—.9% 1.9% —2.0% CROSS TI HORIZ: 1"=5' 16.5' GRIND AND OVERLAY VARIES 17.-3% eamor `— EXISTING PARKING SURFACE BE 18' 1.6% 13' EXISTING PARKING SURFACE HORIZ: 1"=5' 2:1 66.83' f I + o 1474.62 475.36 474.72 ' "MAIN STREET" STA 10+37.74 = 475.01 ° ' "33RD STREET" STA 10+32.94 ; � o 4.53' i oI ° 4.14' o F— 474.65 cS' - -- -- c9 -o i CD Q 8.45' 474.75 -g D ° � 474.77 475.31 O 01 6.4 V)474.67. OO h° ° N ter. o+ �0, 474.69 474.73 "MAIN..STREET" .:STA 10+17.78 =. "33RD STREET" STA 10+53.30 o EXISTING AC a , ROADWAY33RD STREET 33RD STREET" STA 10+00.00 = ! MAIN STREET" STA 10+00.00 10+10 10+20 10+30' 10+40.*, 10+50 10+60 LIMITS OF WORK m-kinakyliagilk 1 nFAIN Date Received AUG 2 3 2017 Original Submilfal Fik Com pg 0� t? 0 No Architecture m 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 -f� Ma 011ISM-YArAm Project LES SCHWAB - SPRINGFIEL 3294 Main Street 'noield, OR 97478 PROF�rs 91897 OREGON �9 4 20*% NARY �. MERES: 12/31/18 C MACKENZIE 2017 d ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z O (, REVISIONS REVISION DELTA 5-1 THIS CLOSING DATE m d SHEET DRAWN BY: GIM CHECKED BY: MWB SHEET: JOB NO. 2170218.00 LAND USE VIE 08/11/17 *217021800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CML\218-C1.21.DWG GIM 08/10/17 15.26 1:1 V OHP s CD so n IE=472.58(8"E) IE=472.58(8"SE IE=472.58(8"NV Lu s c. H 20' SANITARY SEWER EASEMENT b In N co 00 (n RIM=469.96 IE=469.17 (8"S) IE=469.40 (6"W) Tr -Ara SD SD -77 SD SQ LL 1 SD D `t SD SD SD - 0 D 0 A 27 }� 0 -_____-_— SD SD SD - w 100 o 0 0 a - SS ss- 3 V " 0 SS THE'SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 SD SD - w MAIN STREET SS SD - 0 SD SD 1 w- 0 SS SS SD ( IN FEET ) 1 inch = 10 ft. 0 FO FO 0 FO FO -----------------�___� r`I FO o FO TLIMITS OF SD SD w SD 9SDwDISTURBANCE, TYP rr SED SD W SD w SD r � � SD �� UTILITYKEYNOTES27 ` S° S� -_-- SS 40 1. MULTI—CHAMBERED CATCH BASIN WITH OIL FILTER 6. CHECK VALVE 2. SANITARY SEWER 7. FIRE DEPARTMENT CONNECTION 3. UTILITY STUB 8. CONNECT TO EXISTING 10" WATER SERVICE 4. EXISTING SANITARY MANHOLE 5. DOUBLE DETECTOR CHECK BACKFLOW ASSEMBLY SS _ SS _ SS _ ss _ ss - 36 0 —ss Date Received SH l- 101- YPI�� AUS 2 3 2017 Original Submittal I SS _ SS M. . . . . . . . . . . . . . . . 111111111111111'.� Portland, OR 503,224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com DESIGN DRIVEN I CLIENT FOCUSED Client Project PROF�rs 91897 � OREGON � 10, pRY �. EXPIRES: 12/31/18 O MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z REVISIONS REVISION DELTA 5-t THIS CLOSING DATE iUJ o SHEET SHEET TITLE: LUTY PLAN DRAWN BY: GIM CHECKED BY: MWB SHEET: C�3I4Z�7 JOB NO. 2170218.00 LAND USE REVIEW/11/17 +277027800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4_ORAWINGS\CIVIL\218-C7.30.OWG GIM 08j10/17 15:29 7:10 5S ss— 36" ss THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 MAIN STREETx.10 10 0 0 z -SS SS ss— ss SS SS 5 10 40 ( IN FEET ) I inch = 10 ft. :• SS SS SS SS Ss SS Architecture ® Interiors Planning m Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com DESIGN DRIVEN i CLIENT FOCUSED Client Project =, Tr . PROF�rs tV 40 91897 001 OREGON � �9� 10, QRY . EXPIRES: 12/31/18 C MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z 0 V) F REVISIONS REVISION DELTA 5-1 THIS CLOSING DATE UJ o SHEET i ! SHEET TITLE: — OHP TREE EXHIBIT UTILITY OFFSETS W SL DRAWN BY: GIM CHECKED BY: MWB SHEET: • �J ss 36"0 —ss Ss AM SS Date Received LIOB NO. 2170218.00 AU6 2 3 2017 µ �i'� LA u IE /11/17 Oddi ial SubmIlt8l 7J I ' +217021800+ \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\218-C8.10.DWG GIM 08/10/17 14:56 1:10 THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 L mJ J 1. CONTRACTOR. SHALL CONFIRM ALL EXISTING I BOTANICAL NAME 8. ALL PLANTING AREAS SHALL BE COVERED BY A CONDITIONS PRIOR TO COMMENCING WORK AND 1. EXISTING AREAS PROPOSED FOR NEW PLANT THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 L mJ J 1. CONTRACTOR. SHALL CONFIRM ALL EXISTING LANDSCAPE BOTANICAL NAME 8. ALL PLANTING AREAS SHALL BE COVERED BY A CONDITIONS PRIOR TO COMMENCING WORK AND 1. EXISTING AREAS PROPOSED FOR NEW PLANT LAYER OF MEDIUM -GRIND HEMLOCK MULCH TO A NOTIFY THE OWNER OF ANY DISCREPANCIES OR MATERIAL SHALL BE CLEARED AND LEGALLY DEPTH OF 2-3". CONFLICTS. DISPOSED UNLESS NOTED OTHERWISE. FRAXI NUS OXYCARPA ' RAYWOOD' TM 9. REPLACE, REPAIR AND RESTORE DISTURBED 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL 2. ALL EXISTING TREES, PLANTS, AND ROOTS OUTSIDE LANDSCAPE AREAS DUE TO GRADING, TRENCHING UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT SIZE OF PROJECT IMPROVEMENT LIMITS SHALL BE OR OTHER REASONS TO PRE CONSTRUCTION OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY 36" o.c. PROTECTED FROM DAMAGE DURING ANY CONDITION AND PROVIDE MATERIAL APPROVED BY DISCREPANCIES. 0 CONSTRUCTION PREPARATION, REMOVAL OR 5 GAL THE OWNER OR OWNER'S REPRESENTATIVE. INSTALLATION ACTIVITIES. 0 3. COORDINATE ALL LANDSCAPE WORK WITH OTHER 5 GAL 36" o.c. TRADES AND SCHEDULES. 3. SHRUBS ADJACENT TO PARKING AREAS SHALL BE IRRIGATION CONT SPACING w w w w w w w w w w w w w w PLANTED 2' MINIMUM AWAY FROM THE BACK OF SEED 4. COORDINATE STAGING AREA WITH GENERAL CURB. SHRUBS AND GROUNDCOVER ALONG OTHER I. EXISTING IRRIGATION SYSTEM IS AVAILABLE ON CONTRACTOR AND OWNER. PAVEMENT EDGES SHALL BE PLANTED A MINIMUM SITE. TEST SYSTEM FOR OPERABILITY PRIOR TO OF ONE HALF THEIR ON CENTER SPACING AWAY CONSTRUCTION. PRESERVE AND PROTECT SYSTEM 5. CONTRACTOR SHALL COORDINATE WITH THE OWNER FROM PAVEMENT EDGE. THROUGHOUT CONSTRUCTION. ANY DISRUPTION TO VEHICULAR CIRCULATION PRIOR TO COMMENCEMENT OF ANY WORK. 4. SOIL TO BE ANALYZED TO ASCERTAIN PH, 2. REPLACE ANY DAMAGED OR MALFUNCTIONING FERTILITY, DRAINABILITY, AND VIABILITY OF IRRIGATION HEADS, VALVES, OR PIPE. CORRECT 6. CONTRACTOR SHALL REPLACE OR REPAIR DAMAGE SUPPORTING VIGOROUS PLANT GROWTH. ANY ANY PROBLEMS OR DEFICIENCIES WITH IRRIGATION TO EXISTING CONCRETE CURB, ASPHALT PAVING, DEFICIENCIES IN SOIL SHALL BE CORRECTED BY SYSTEM. SYSTEM SHALL PERFORM WITHIN THE OR OTHER STRUCTURES TO PRE CONSTRUCTION THE CONTRACTOR PRIOR TO INSTALLATION OF TOLERANCES AND SPECIFICATIONS OF THE CONDITIONS. PLANT MATERIAL. SPECIFIED MANUFACTURERS. 7. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY 3. EXTEND OR RETROFIT IRRIGATION SYSTEM PIPING, STOCK, WELL BRANCHED AND ROOTED, FULL VALVES, AND HEAD LAYOUT AS NEEDED TO FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, IRRIGATE NEW LANDSCAPE AREAS. VERIFY WEED ROT, INJURIES AND DEFECTS WITH NO LESS ADEQUATE PSI AND GPM AVAILABLE. THAN MINIMUMS SPECIFIED IN AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. SPRINGFIELD DEVELOPMENT STANDARDS 4.4-105 LANDSCAPING E. AT LEAST 65 PERCENT OF EACH REQUIRED PLANTING AREA SHALL BE COVERED WITH LIVING PLANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LIVING PLANT MATERIALS SHALL BE DISTRIBUTED THROUGH THE REQUIRED PLANTING AREA. 1.2. EXISTING TREES TO BE RETAINED ON PRIVATE PROPERTY SHALL NOT HAVE CONSTRUCTION OCCUR WITHIN THE DRIP LINE. 3.b. PLANT MATERIALS AND SOIL PREPARATION MAY BE INSPECTED PRIOR TO OR IN CONJUNCTION WITH THE OCCUPANCY INSPECTION TO ENSURE THAT PLACEMENT, QUANTITY, SIZE AND VARIETY CONFORM TO THE APPROVED PLANTING PLAN AND THE REQUIREMENTS OF THIS SECTION. NURSERY TAGS IDENTIFYING VARIETY AND SPECIES SHALL REMAIN ON PLANT SPECIMENS UNTIL THE FINAL BUILDING INSPECTION BY THE BUILDING OFFICIAL OR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 6.02.1 EXISTING TREES AND NATIVE VEGETATION A. TREES- BMP'S TO SAVE EXISTING TREES MUST INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING METHODS: 1. SURROUND THE TREES WITH A FENCE ALONG THE DRIP LINE (EDGE OF THE TREE CANOPY). AS A MINIMUM EFFORT, THIS AREA SHALL BE CONSIDERED OFF LIMITS TO ALL CONSTRUCTION ACTIVITY. 2. APPLY A FOUR -INCH THICK LAYER OF CHIPS OR MULCH AROUND THE TREE ROOTS TO PREVENT COMPACTION OF THE SOIL WHERE CONSTRUCTION MACHINERY WOULD CROSS THE ROOTS. 3. PRUNE ALL ROOTS ENCOUNTERED DURING CONSTRUCTION USING SHARP TOOLS. 4. TRIM LOW TREE BRANCHES TO PREVENT BREAKAGE. 5. DESIGN SIDEWALKS OF VARIABLE WIDTH, ELEVATION, AND DIRECTION TO HELP SAVE AN EXISTING TREE. 6. TUNNEL OR BORE FOR UTILITY INSTALLATIONS RATHER THAN TRENCHING AROUND THE TREES. B. VEGETATION- BMP'S TO SAVE EXISTING VEGETATION MUST INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING METHODS: 1. SURROUNDING THE AREA OR VEGETATION WITH A FENCE. AS A MINIMUM EFFORT, THIS AREA SHALL BE CONSIDERED OFF LIMITS TO ALL CONSTRUCTION ACTIVITY. 2. PRUNE ALL ROOTS ENCOUNTERED DURING CONSTRUCTION USING SHARP TOOLS. 6.02.2 NEW STREET TREES AND RIGHT-OF-WAY VEGETATION A. SELECT HEALTHY TREES THAT ARE FREE OF DISEASE ANF HAVE GOOD FORM WITH A DOMINANT CENTRAL LEADER. LOOK FOR LARGE ROOT BALLS FREE OF GIRLING ROOTS. AVOID TREES WITH CANKERS, SCARS, AND DEAD OR BROKEN BRANCHES. �i 17���Id.l 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 6.02.6 TREE PLANTING PROCEDURES AND ESTABLISHMENT STREET TREES SHALL BE PROPERLY PLANTED AND WATERED TO ESTABLISH HEALTHY TREES. (SEE STANDARD PLANTING SPECIFICATION, STANDARD DRAWING 2-2). THE FOLLOWING METHODS SHALL APPLY. A. A PLANTING PIT SHALL BE EXCAVATED LARGE ENOUGH TO ACCOMMODATE THE TREE ROOT RETAINERS THAT SHALL BE USED WHENEVER THE TREE(S) IS PLANTED AGAINST THE CONCRETE TO PREVENT ROOT EVASION. TYPICALLY, A RETAINER IS PLACED ON TWO SIDES OF THE TREE. THE ROOT RETAINER SHALL TYPICALLY BE 12-18 INCHES DEEP AND TWO TO FOUR FEET IN LENGTH ALONG THE CONCRETE STRUCTURE. THE ROOT BARRIERS SHALL BE OF A DESIGN SIMILAR TO TREE ROOT BARRIERS BY DEEP ROOT OR EQUIVALENT. NEVER ENCIRCLE THE ROOT BALL WITH A ROOT BARRIER S. REMOVE TREE FROM BURLAP OR CONTAINER AND PLACE ON SOLIDLY PACKED SOIL SO THAT THE ROOT COLLAR IS SLIGHTLY ABOVE THE SURROUNDING OR ANTICIPATED GRADE. C. INSERT AERATION TUBES ON TWO SIDES OF THE TREE. THE TUBES SHALL EXTEND FROM THE GROUND SURFACE TO THE BASE OF THE ROOT BALL. THIS WILL ALLOW EVAPORATION OF EXCESS MOISTURE AND PROVIDE FOR EFFICIENT SUMMER WATERING. THE TUBE SHALL BE FILLED WITH PEA GRAVEL. THE MINIMUM AERATION TUBE SPECIFICATION IS A THREE-INCH PERFORATED ADS DRAINPIPE OR EQUIVALENT. D. THE TREE SHALL BE SUPPORTED WITH TWO STAKES ON EITHER SIDE OF THE TREE AND TREE TIES. STAKES SHALL BE AN ADEQUATE SIZE TO SUPPORT THE TREE. E. ON A TYPICAL FOUR -FOOT PLANTER STRIP, PLANT TREES AT LEAST 1.5 FEET FROM THE SIDEWALK AND 2.5 FEET FROM THE CURB. ON LARGER PLANTER STRIPS, LOCATE THE TREES IN THE BACK HALF OF THE PLANTER STRIP CLOSEST THE SIDEWALK. F. PLACE LOOSE FRIABLE NATIVE BACKFILL AROUND THE TREE. IF THE EXCAVATION MATERIAL IS HEAVY CLAY, PLANTER MIX SHALL BE USED AS BACKFILL. G. SPREAD A TWO- TO THREE-INCH LAYER OF MULCH AROUND THE TREE BUT KEEP MULCH SIX INCHES FROM THE TRUNK. H. BLACK PLASTIC SHALL NOT BE USED AS A WEED BARRIER AROUND TREES AS IT PROMOTES SURFACE ROOTS. I. WATER THE TREES WITH 10 TO 20 GALLONS PER WEEK DURING THE SUMMER MONTHS OF THE FIRST AND SECOND YEARS. USE A HOSE AT LOW TRICKLE FOR SEVERAL HOURS TO PROVIDE DEEP ROOT WATERING. THIS WILL ENCOURAGE ROOTS TO GROW DEEP RATHER THAN ON THE SURFACE. HOME IRRIGATION SYSTEMS ARE DESIGNED TO WATER TURF AND SHRUBS, BUT NOT TREE ROOTS. TREES SHOULD BE AUGMENTED WITH ADDITIONAL WATERING AS NEEDED THROUGHOUT THE GROWING SEASON. J. FERTILIZERS SHALL NOT BE USED THE FIRST YEAR OF PLANTING. A B1 VITAMIN SHALL BE USED TO PROMOTED ROOT GROWTH. K. STREET TREES PLANTED IN THE RIGHT-OF-WAY SHALL BE SUBJECT TO A TWO-YEAR WARRANTY PERIOD. TREES SHALL BE ALIVE AND VIGOROUS GROWING CONDITION AFTER TWO GROWING SEASONS. SEE CITY OF SPRINGFIELD STANDARD CONSTRUCTION SPECIFICATIONS FOR FURTHER INFORMATION. PLANT SCHEDULE TREES BOTANICAL NAME SIZE EXISTING TREE N/A EXISTING TREE TO REMAIN FRAXI NUS OXYCARPA ' RAYWOOD' TM 2" CAL. 6' HT. MIN . RAYWOOD ASH SHRUBS BOTANICAL NAME SIZE SPACING BERBERIS THUNBERGII CRIMSON PYGMY' CRIMSON PYGMY BARBERRY 5 GAL 36" o.c. 0 PRUNUS LAUROCERASUS \ OTTO LUYKEN LUYKENS LAUREL 5 GAL 36" o.c. 0 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL 36" o.c. GROUND COVERS BOTANICAL NAME CONT SPACING w w w w w w w w w w w w w w SEEDED LAWN SEED IXTP pv&lc� lzS ScQnw� Date Received AUG 2 3 2017 Qri iIt � $ M Architecture m Interiors Planning m Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN 1 CLIENT FOCUSED Client Project SPRINGFiELD . , Main i Sp*VW • - 97478 C MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z M < REVISIONS REVISION DELTA wo SISE CLOSING DATE DRAWN BY: NRF CHECKED BY: TJB SHEET: Q UuPt maf JOB NO- 2170218.00 REVIEWLAND USE 08/11/17 9170718M\4 nRAWINRS\I ANIISCAPF\91R-10 nl hWG TJR 09/10/17 1449 1 .i0 PLANT SCHEDULE TREES BOTANICAL NAME SIZE / EXISTING TREE N/A 80 ( EXISTING TREE TO REMAIN 206.749.9993 1, iMACKENZIE. CITY OF SPRINGFIELD DESIGN DRIVEN 1 CLIENT FOCUSED FRAXINUS OXYCARPA ' RAYWOOD' TM 2" CAL. 6' HT. MIN INSTALL ROOT BARRIER PER CITY OF SPRINGFIELD 'STREET TREE INSTALLATION' . RAYWOOD ASH AND SHRUBS BOTANICAL NAME SIZE SPACING BERBERiS THUNBERGII 'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY 5 GAL 36" o.c. 20900 Cooley Road Bend, OR 97701 CO I 0 PRUNUS LAUROCERASUS 'OTTO LUYKEN' LUYKENS LAUREL 5 GAL 36" o.c. VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL 36" o.c. GROUND COVERS BOTANICAL NAME CONT SPACING W w w W w w W w w SEEDED LAWN SEED W w w W w 0 ISION CLEARANCE TRIANGLE EXISTING LANDSCAPE TO REMAIN THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 m C w w w w w w w w w w W W w W W I w W W W w w W Y W W w W w w W W W w . s • • . . . s • . s s w W W W W W W w w 1 W w w W• W W 'w w w • W W W w W V W w w W W W w w W W W w W W w w W w W W. W w w w w W W W W W W W w w w W W w W w w W w W W w w W w W w w W w w W w W W w w w W W w w W w w W W w W W W w w w w W w w v w w w W W w w W w w w W W w w W W W W w W w W .(}�,}�{-3 �. moi• .+i• �. r �} r� ,�,.� /�� kgs .(i1}�S �(� W(^} W w W W 3 y C w#p Vizi" 4 41 7 w ..� `OHf- MAIN STREET r, Y 1 LANDSCAPE PLAN 10 0 5 10 40 AL.19 ( IN FEET ) 1 inch = 10 ft. I O\A? VISION CLEARANCE TRIANGLE i Architecture m Interiors m V Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 80 Seattle, WA UNDERGROUND UTILITIES PRIOR TO PLANTING. 206.749.9993 www.mcknze.com iMACKENZIE. CITY OF SPRINGFIELD DESIGN DRIVEN 1 CLIENT FOCUSED 2-1. Client INSTALL ROOT BARRIER PER CITY OF SPRINGFIELD 'STREET TREE INSTALLATION' STANDARD DRAWING 2-2. SEE 6.02.6 TREE PLANTING PROCEDURES AND ESTABLISHMENT CODE I- Les Schwab Tres 20900 Cooley Road Bend, OR 97701 CO I -- VISION CLEARANCE TRIANGLE i Project LES SCHWAB - j SPRINGFIELD I 3294 Main Street Springfield, OR 97478 I w W f MACKENZIE 2017 w 1 W w © ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY w w l �► w MACKENZIE AND ARE NOT TO BE USED • ; OR REPRODUCED IN ANY MANNER, w WITHOUT PRIOR WRITTEN PERMISSION w W w w W w REVISIONS: w W z l w W W W w + �< REVISIONS REVISION DELTA W > THIS CLOSING DATE ® w W w UJ SHEET ® w w W EXISTING LANDSCAPE ® W W TO REMAIN I IW ® w w LJG EN DGE OF ®® f PROPOSED SHRUB BED D \,� AND TURF WITH , f -110 EXISTING. PROVIDE ®® ''00 SEAMLESS TRANSITION. t�HP '� _ � ± � � _ �. _ _ , �r,.- �� 1 SHEET TITLE: CiP c�IIP — — C P \\\ AHP c�HP {{$¢ PLANTING PLAN f VISION CLEARANCE ®__------____-- TRIANGLE C i VK LION N ` ' DRAWN BY: NRF ig�«� CHECKED BY: TJB SHEET: � Lis SCvu� Date Received Original Submittal JOB N0. 2170218.00 LAND USE REVIEW 08/11/17 217021800\4-DRAWINGS\LANDSCAPE\218-L1.10.DVJG TJB 08/10/17 15:39 1:10.00 KEYNOTES 80 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO PLANTING. TREE SHOULD BE LOCATED A MINIMUM OF 5 FEET FROM UNDERGROUND UTILITIES PER CITY OF SPRINGFIELD 'STREET TREE LOCATION' STANDARD DRAWING 2-1. INSTALL ROOT BARRIER PER CITY OF SPRINGFIELD 'STREET TREE INSTALLATION' STANDARD DRAWING 2-2. SEE 6.02.6 TREE PLANTING PROCEDURES AND ESTABLISHMENT CODE REQUIREMENTS LISTED ON SHEET LO.01. C i VK LION N ` ' DRAWN BY: NRF ig�«� CHECKED BY: TJB SHEET: � Lis SCvu� Date Received Original Submittal JOB N0. 2170218.00 LAND USE REVIEW 08/11/17 217021800\4-DRAWINGS\LANDSCAPE\218-L1.10.DVJG TJB 08/10/17 15:39 1:10.00 J I. EXISTING LANDSCAPE RECORD PLAN PROVIDED FOR REFERENCE OF ORIGINAL DESIGN INTENT ONLY. '1310 3WALE PLANT MATERIAL NOT g IN (2) '15ANTV Rf 0 -TWIG -P Dcx-Avoloc''), 0 Kfl`� THE SURVEY INFORMATION SHOWN AS A BACKGROUND SCREEN ON THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 t i Lm 1 DWP OvtvtcuL�1si Up- I; Sc�wva-b� P5 LO of e> o Architecture Is Interiors Planning m 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 -- Project LES SCHWAB - SPRINGMELD ,, Main Sreet Sp*VW • - 97478 C MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z v0'"i REVISION DELTA 5w CLOSING DATE Wo DRAWN BY: NRF CHECKED BY: TJB SHEET: In Is Date Received Ll Ell AUG 2 3 2017 original SubmiUal JOB NO. 2170218.00 LAND lJ VI /11/1! 217021800\4_DRAWINGS\LANDSCAPE\218-L1.11.DWG TJ8 08/10/17 14:23 1:10 i SITE PLAN -PHASE f� E I IPMENT STAGING AEA N 6 MONT�S 7 �f SITE PLAN -PHASE 2 • ! Z I � � I+� I ff I MENT STAGING AgEA j 6 MONTHS ; 'OR T14EIR x , + a� DEl16M DAMEN 1 CLIENT FOCUSED Client SchwabLes 20900 Cooley•.r Bend,OR Project LES SCHWA - � t SPRINGFIELD X1 ' I I 3294 Main Street Springfield, OR 97478 X k t V it ( 1 I EXISTING x I BUILDING 2 J __ o — : I x q 1 © MACKENZIE x xj i !! 2017 ALL RIGHTS RESERVED ,,If THESE DRAWINGS ARE THE PROPERTY OF NAREA -` _ MACKENZIE AND ARE NOT TO BE USED 12 MONTHS OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION I r1 ! ------ Revision Revision Schedule � � I x ' x 1 J j Revision Delta; Issue Date� Y NG '( ,, ESCSTNG I t d ? � � I � � ■ f } F I ION ------------ I SHEET TITLE: wa x ° I '` "`� I x- - PHASING SITE PLAN MAIN STREET � __—_____—_ DRAWN BY: RAV CHECKED BY: MJG SHEET ��l'1"I-�D0101-1�P1 DW? "kG�tbiS��w LeS Sd/"Cob-j AUG 2 3 2017 1 Odginal Submittal D Yo JOB NO. 2170218.00 LAND USE REVIEW 08/11/17 G:tusersxKAvwesKtopwtvl i- Ls spnngtieiax2is-LES st;HWAti sNwNLirituu-L.rvt 8111/2017 9:23:04 AM 1" = 30'-0" Kjr-w Ri m mKir. F=XlqTlNrn R1111 niNr, C' 0 IS00111 0 1 :4 1 W W.11 0 1/811 = 1711 F1 le Uvy �[ (-('7-b()010 I- TY 0 (,'WP ovata'q L.C� S Ck LAJ k6 pq 12-,o� (� partla,4 OR - 503224.95611 Vancmmr, WA 360.69&78r-;., Saft. WA 206.749.9993 M=7'77 =12A1 &MA A(C. IN< E WIN Z I E 6M51" DRIVEN I CUMIT F=U== Client Les Schwab Tires 20900 Cooley Road Bend, OR 97701 Project LES SCHWAB - SPRINGFIELD 3294 Main Street Springfield, OR 97478 MACKENZIE 2017 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 Revision Delta Issue Date SHEET TITLE: BLDG 1 FLOOR PLAN DRAWN BY: RAV CHECKED BY: MJG SHEET /_iRl AUG 2 3 2017 Original Submittal vyn— JOB NO 2170218.00 L.Anju UbE REVIEW Ots"'h/1 1/17 (;:%Users1KAV%L)esKtopXKhV1 t- LS Spnngtield\218-LES UGHWAU t3PK1NUt-1tLU-L.rvt 8111/2017 8:50:21 AM I/V' = 1'-011 FXIRTINr� R! III nimr. NFW Rt Ili nim(,. 1 1 /R" = 1,_n„ IL 1 I 1 I An 1 I I Iii ■IL IS. Ids n NEW BUILDING EXISTING BUILDING W an r NFW Rt m niN(; (Ri=ym l ME 10 MiNTA-011115110[t] EXTERIOR FINISH LEGEND 1 EXISTING CMU BLOCK - PAINT TO MATCH ■ "MISSION WHITE" CMU EXISTING CMU BLOCK - PAINT TO MATCH ■ "BLACK MOUNTAIN" CMU EXISTING CMU BLOCK - PAINT TO MATCH ■ "COLONIAL RED" METAL PANEL NEW STUCCO FINISH - PAINT TO MATCH ■ "MISSION WHITE" CMU 111M NEW STUCCO FINISH - PAINT TO MATCH ■ "BLACK MOUNTAIN" CMU NEW STUCCO FINISH - PAINT TO MATCH ■ "COLONIAL RED" METAL PANEL MEM10 MEMBERS NEW METAL PANEL ■ "COLONIAL RED" °' PAINT 1 . "GRIZZLE GRAY" PAINT ■ "SAIL CLOTH" s 01 A .• N ' '' • 1 /R" = .I,_n„ U I I i a NJ I I NJ I k, Lem mvin :m 2: 4 1 amm"T4 I Lei ilL 1/811 = 11 `011 Client SchwabLes Tires i•if Cooley `'•.• Bend, • ' 97701 ------------- Project LES SCHWAB - SPRINGFIELD ., Main Street Springfield, i © MACKENZIE 2017 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 — Revision Delta I issue Date SHEET TITLE: BLDG 1 ELEVATIONS DRAWN BY: RAV CHECKED BY: MJG SHEET AIL FUC- mm 'Dw? ate Received 1,�5 ScV�Lk.)ab p1 t3 u� 13 AUG 2 3 2017 Original Submiiial i4l r - JOB No. 2170218.00 U.%5E R&EVNIEW08s/1 1/17 (;:%UserslKAVIt)esfctop%RtVi I- LS Spnngtletdl118-LES SLHWAI3 SNKINGFItLU-L.rvt 8/11/2017 8:50:37 AM 118" = 1'-0"