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HomeMy WebLinkAboutPlan, Tentative APPLICANT 9/11/2017PAVEMENT LEGEND *PAVEMENT SECTIONS SHOWN BELOW REFER TO THE GEOTECHNICAL REPORT BY KRAZAN & ASSOCIATES (PROJECT NO. 062-17010) DATED 08/23/17 IE ASPHALT PAVEMENT SECTION: 4" AC OVER 6" RD RAB OVER 12" COMPACTED SUBGRADE RAB CATCH BASIN CONCRETE PAVEMENT SECTION: 6" PCC OVER MANHOLE 4" RAB OVER 12" COMPACTED SUBGRADE TYPICAL TYP ,� GRIND (2 MIN) AND OVERLAY TO DEPTHS R.O.W. PER PLAN PCC FINISHED GRADE CONCRETE SIDEWALK: 4" PCC WITH W.W.M. TOP OF CURB OVER 12" COMPACTED SUBGRADE LEGEND 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: 08/07/2017 - -. =01'- ASPHALT AC CONCRETE CONC FINISH FLOOR FF INVERT ELEVATION IE RAIN DRAIN RD RECYCLED AGGREGATE BASE RAB CATCH BASIN CB MANHOLE MH TYPICAL TYP RIGHT OF WAY R.O.W. PORTLAND CEMENT CONCRETE PCC FINISHED GRADE FG TOP OF CURB TC GRADE BREAK GB PUBLIC UTILITY EASEMENT P.U.E. EXISTING PROPOSED -476.0-- 475.0 W W - [X"] SD- Ex"] SS _ TEL FO ---- GAS OHP --- UGP X 0 A O m a G� '-G,' L p C_* r -I LMS Z3 5O 0 M n n Tkv e (,ewFers VIGINITW MAP N.T.S. WELLHEAD PROTECTION THIS PROPERTY IS LOCATED IN THE 20 -YEAR TIME OF TRAVEL ZONE AS INDICATED ON THE CITY OF SPRINGFIELD AND SPRINGFIELD UTILITY BOARD WELLHEAD PROTECTION AREAS MAP (FEB 2008 DELINEATIONS) NRCS WEB SOIL SURVEY CLASSIFICATION THIS PROPERTY CONTAINS THE FOLLOWING SOIL TYPES: • COBURG-URBAN LAND COMPLEX (32) • MALABON-URBAN LAND COMPLEX (76) 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 GLRADING: , 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: t0.1 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 AL 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 SPRINGFIELDREQUIREMENTS. THE GOVERNING JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 4. EFFECTVE 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. 57 MkX 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. SITE AREA SUMMARY - DETAILS �u rnvr�c�, I NBA, S/ EXISTING PROPOSED LANDSCAPE 43,640 SF 1.002 AC 44,320 SF 1.017 AC ty '� (287.) (297.) HARDSCAPE 111,490 SF 2.560 AC 110,810 SF 2.544 AC (727.) (717.) TOTAL 155,130 SF 3.561 AC 155,130 SF 3.561 AC �a, 0QRi (1007.) (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. Client Project SCHWABLES SPHNGRELD 3294 Street S - - ti.97478 �u rnvr�c�, I NBA, S/ UTILITY NOTES Gg� �G ty '� 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF SPRINGFIELD, 9 87 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.F RE 1V o O �a, 0QRi 2. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW , EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE MBEs: 12/$1/18 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 MACKENZIE 2017 © ALL RIGHTS RESERVED FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING UNDERGROUND UTILITIES LAYING THESE DRAWINGS ARE THE PROPERTY WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE MACKENZIE AND ARE NOT TO BE USED AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC OR REPRODUCED IN ANY MANNER, AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR WITHOUT PRIOR WRITTEN PERMISSION TO NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. REVISIONS: 3. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE o CHAPTER 7, SECTIONS 707 AND 719, AND CHAPTER 11, SECTION 1101.12. NOTE: V; I<_ REVISIONS REVISION DELTA NOT ALL REQUIRED CLEANOUTS ARE SHOWN ON THE PLANS. wmfl SHEET CLOSING DATE 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, � f THE CONTRACTOR SHALL VERIFY LOCATION, SIZE AND ELEVATION OF EXISTING UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF SHEET TITLE: DISCREPANCIES. CML 4. PROVIDE 2" PVC DRAIN LINE FROM DOMESTIC WATER METER VAULT AND BACKFLOW GENERAL PREVENTER VAULT TO THE DOUBLE DETECTOR CHECK VALVE (FIRE) VAULT. INFQRMA'I-KEN 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. 5. CONTRACTOR TO PROVIDE POWER TO IRRIGATION CONTROLLER. SEE SPECIFICATIONS AND LANDSCAPE PLANS. DRAWN BY: GIM 6. SEE BUILDING PLUMBING DRAWINGS FOR PIPING WITHIN THE BUILDING AND UP TO 5' CHECKED BY: MWB OUTSIDE THE BUILDING, INCLUDING ANY FOUNDATION DRAINAGE PIPING. SHEET: 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 C0,01 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 48 HOURS PRIOR TO DESIRED INSPECTION TIME. JOB N0. 2170218.00 [date Received REVISED 09/07/17 LAND USE REVIEW 08/11/17 SEP112017 s217021800s \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-.DRAWINGS CIVIL LAND USE\218-C0.01.DWG GIM 09/05/17 10:31 1:100 a 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: 08/07/2017 i i 60' EASEMENT TO iSTATE OF OREGON FORESTRY DEPARTMENT 1 f II CB 473.03 - (E) 471.33 SDMH RIM = 475.13 (NE) 15" 468.54 (S) 15. 468.46 SSMH - 36" CP RIM - 474.39 MIQ- 2.99 �I SDC RIM = 47 81 U I IM j j SDFI RIM LOW = 472.10 SDFI RIM HIGH = 473.40 RIM LOW = 469 51 6- IN (S£) T.O.P. = 470.15 10 RIM HIGH = 470.94 6. OUT (NW) T.O.P. = 470.16 - SS ---- 6.0 SS x O i 6 EXISTING STORMWATERO"b 1 / FACILITY x i �SD OUTFALL IE12-PVC = 471.27 t � , ! SD OUTFALL ' T.O.P. 6" PVC = 470.95 pyA X X �� I I I SID 5 i i ayA I sQ i r DSDS MH SDCB I p RIM = 47 6 i RIM - 473.85 1 0. 7 83 IE (E 6" �470.95 it I II IE 8- (N) 42.95 [< 0 11 t i I IE {S �h2 470.86 I I I rh a -SD- RIM 73.53 a o SDCO 60' EASEMENT TO STATE OF OREGON FORESTRY ra DEPARTMENT 'OMM MH RIM 474.53 RIM = SS 3 T RIM = 475.29IE 44W) 1W 469.37 ..'IbL illRIM 474.11 moor 40' :RIM 474.83 RIM 47ilea Di 27-0 RIM = 474.39 TYP MAIN ST •1/• GAS GAS GAS-4-i!eIo AND SITE DEMO PLAN - 1 30 i 15 30 .1 120 IN FEET >, 9 MAIN STREET L FIRE HYDRANT L TRANSIT STOP (TYP) (TYP) RM PRIVATE DRIVEWAY (TYP) 0 r2"WCINITY MAP C1.01) 1"=100' HORIZONTAL DATUM: KEYNOTES # PROJECT COORDINATE SYSTEM IS A LOCAL ASSUMED DATUM. BASIS OF BEARINGS IS POINT 51 TO POINT 50 PER C.S. 1. VERTICAL CURB TO BE REMOVED 2. CURB RAMP TO BE REMOVED 3. STRIPING TO BE REMOVED 4. REMOVE 10 LF OF FENCE AT DRIVEWAY VERTICAL DATUM NOTE: 5. CANOPY TO BE REMOVED THE VERTICAL DATUM IS "NGVD 29" BASED CITY 6. STORM DRAIN APPURTENANCES TO BE REMOVED OF SPRINGFIELD BRASS CAP (COURT 3 WITNESS) 7. EXTERIOR COVERED PATIO 70 BE REMOVED AT SW CORNER 32nd & MAIN. ELEVATION = 474.15 8, ADA SIGNS TO BE RELOCATED 9. BIKE RACKS TO BE RELOCATED 10. MAILBOX TO BE RELOCATED EXISTING UTILITIES NOTE: 11. CONCRETE PAD TO BE PROTECTED 12. LES SCHWAB MONUMENT SIGN TO BE PROTECTED EXISTING UTILITIES SHOWN ON THIS MAP ARE 13. POWER POLE TO BE PROTECTED BASED ON FIELD LOCATES COMPLETED THROUGH THE "OREGON ONE CALL" SERVICE. THERE MAY BE 14. UTILITIES TO BE PROTECTED EXISTING UTILITIES ON THE SITE THAT COULD NOT 15. TREES TO BE PROTECTED BE LOCATED. 16. GRIND AC 17. REMOVE AC 18. REMOVE RAMP 19. LANE TRANSIT DISTRICT BUS STOP "N/S OF MAIN E OF 32ND" �0 10-0- "lly, ire, %�wFcfs Date Received SEP 112017 Original Submittal --- � ,* •'lid:+ it =1 .iiy? i.. '•=-t iii Client Project LES SCHWAB - SPRINGFIEL.D 3294 Man Street b'pringtietd, OR 97478 PROF��, 9 97 RE � ORY \. EXPIRES: 12/91/18 C MACKENZIE 2017 O 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: cn�<_ REVISIONS REVISION DELTA iwfl SHEEE"T CLOSING DATE SHEET TITLE: EX1871NG CONDITIONS AND SITE DEMO PLAN DRAWN BY: GIM CHECKED BY. MWB SHEET: REVISED 09/07/17 Job No. 2170218.00 LAND USE REVIEW 08/11/17 x217021800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\LAND USE\218-C1.01.DWG GIM 09/05/17 10:20 1:30 i 31'f IN iii 24' 20' ACCESS AND UTILITY EASEMENT X 0/,I, e6 EXISTING BUILDING 21290 SF (SERVICE) 41430 SF (STORAGE) 15.3 FT HEIGHT A9 6 L Owl 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: 08/07/2017 ewe � . .e « ... «. ®mew .q ... � v •7:. .Y .a .. '�' � �.._...t.n.,.m � �_��., _ �b_f�i •r"i�'oi������,�'�re gs��►�•�c�iT'i�i�liiiir'i� _ i���Iri��1 w ,:• N • w � v .v w w w v � w .v .y �: ,�, w .v -t--�- w--�---� �-- `a' d- ��ll_" w w w w w ., s— ., .i ,� ,� w w �. � w �.• w w Yr � w w w v w w w w v � N D m. �, v w w w w u. w v .•d 10, 2 w 6, w w w v w w w w w w v w w w w w w m in, ]I'.p w ,s. �• w w w w w v w w v w w v yr -v v d v+r yr wTT1w MAXIMUM T P.U.E. POTENTIAL FUTURE DEDICATION U 0 00 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 If i I F.Al 1 SITE PLAN (1.10 10 0 5 10 40 ( IN FEET I inch = 10 ft. KEYNOTES EXISTING BUILDING 61646 SF (STORAGE) 21.3 FT HEIGHT CLEAR VISION 10 AREA, TYP TYP. LTJ �'.�! m'■ 7. BIKE RACKS (6 SPACES) 8. SITE LIGHT 9. SAWCUT 10. LANDSCAPE AREA 11. PAINTED "COMPACT CAR ONLY" NOTICE 12. LOADING AREA SI � t�twn +M•aJ� � d, of i -T--7 a zLLJ P LIJ M LO LLJ w / 'N 7 P.U.E.. � i. w a. ® a • 12,07 �' • ' 6.5 'S.5 . qA a 4d• • p n . .i @ Io 1.5' .O C 5' y _J V y w w a 11.13' BUILDING a t `SETBAK N, v • w 10.72' w , 6.5'* 5.5' 18' TO CURB �w ` y w 41 v q 10.55' � w 30' TO CL' •' : • : ' 2 NEW CURB::...:: SAND' GUTTER :� :'. d +v w � w � w w '.NEW ` • .. .,.-'.SIDEWALK`.' •w w v w• w Q . ,. w •a� 10 � i s� I 9.32' BUILDING : • ' SETBACK; :• °0 c» i®� ` 't I r m� a r ; REMO LO i C'RAMP '.. er e�eeo�is 'eAeie�® �• � ei��iiiieoe LIMITS OF DISTURBANCE, TYP VEHICLE PARKING SUMMARY -- DETAILS 1. CONCRETE VERTICAL CURB STANDARD 2. CONCRETE SIDEWALK 80 3. ADA ACCESSIBLE PARKING STALL 0 4. EXISTING TO BE REPLACED 0 3 4" PARKING STRIPE 6 5. CURB TRANSITION 0 6. ADA RAMP EXISTING BUILDING 61646 SF (STORAGE) 21.3 FT HEIGHT CLEAR VISION 10 AREA, TYP TYP. LTJ �'.�! m'■ 7. BIKE RACKS (6 SPACES) 8. SITE LIGHT 9. SAWCUT 10. LANDSCAPE AREA 11. PAINTED "COMPACT CAR ONLY" NOTICE 12. LOADING AREA SI � t�twn +M•aJ� � d, of i -T--7 a zLLJ P LIJ M LO LLJ w / 'N 7 P.U.E.. � i. w a. ® a • 12,07 �' • ' 6.5 'S.5 . qA a 4d• • p n . .i @ Io 1.5' .O C 5' y _J V y w w a 11.13' BUILDING a t `SETBAK N, v • w 10.72' w , 6.5'* 5.5' 18' TO CURB �w ` y w 41 v q 10.55' � w 30' TO CL' •' : • : ' 2 NEW CURB::...:: SAND' GUTTER :� :'. d +v w � w � w w '.NEW ` • .. .,.-'.SIDEWALK`.' •w w v w• w Q . ,. w •a� 10 � i s� I 9.32' BUILDING : • ' SETBACK; :• °0 c» i®� ` 't I r m� a r ; REMO LO i C'RAMP '.. er e�eeo�is 'eAeie�® �• � ei��iiiieoe LIMITS OF DISTURBANCE, TYP 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 (287.) 43 3 64 .:, Client •. 201 • f� 7,77 ♦ • Project pu t:• • • • '���p PROFFs 9 97 RE 10,19 ORY 1, EXPMES: 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 v�"i< REVISIONS REVISION DELTA �oTISK CLOSING DATE SHEET TITLE: SFE PLAN DRAWN BY: GIM CHECKED BY: MWB SHEET: C1,10 Date Received SEP 112017 Original Submiilal Wki REVISED 09/07/17 JOB N0. .2170218.00 LAND USE REVIEW 08/11/17 «217021800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\LAND USE\218-C1.10.DWG GIM 09/05/17 10:35 1:10 r 110 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: 08/07/2017 10 0 5 10 20 ( IN FEET ) l inch = 10 ft. 40 ESTIMATED EARTHWORK VOLUMES RAW CUT = 60 CY RAW FILL = 60 CY NET EXPORT = 0 CY ALL GRADES SHOWN ARE FINISHED SURFACE, UNLESS NOTED OTHERWISE. r, It �00J/ 1?11l-ll-000W8-1yP2' Sok plav� V�oa �na�v Izs St�hwG+� i�rc, (.wn�eks � �F of 1� LIMITS OF DISTURBANCE, TYP Client o- • Project LES SCHWAB - SPFUNGRELD •4 Main Steet S. . O.- �p PROFF 9 97 - 10. ORY i. EXPMS: 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 Vq < REVISIONS REVISION DELTA �SHEET fl THIS CLOSING DATE SHEET TITLE: GRADING PLAN DRAWN BY: GIM i CHECKED BY: MWB SHEET: �f7 Date Received SEP 11 20 17 A REVISED 09/0i�IL\L/�! 7/17 JOB N0. ^G170218.00 LAND Ort ictal a ubmtflal�_�� +217021D\PROJECT\PROJEREVIEW 18OVA\218-C1.20.DWG GIM 08/05/17 10:23 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: 08/07/2017 28' R.O.W. I 13't TO EXIST I I VARIES VARIES 0.5% -5.0% 1.9% -3.8% I EXISTING PARKING SURFACE 12' PROPOSED CATCH BASIN 30' R.O.W. 1 5' 5.5' 1.5' SIDEWALK DRIVEWAY GUTTI 1. N 16.5' GRIND AND OVERLAY VARIES 170-3% womr— EXISTING PARKING SURFACE CROSS SECTION HORIZ: 1"=5' 1:1 i 1.6% 13' CROSS SECTI0N HORIZ: 1"=5' EXISTING AC ROADWAY ow o �-- a U O� Cr 6- ~ oT EXISTING PARKING SURFACE 2:1 66.83' 4 I I "MAIN STREET" STA 10+37.74 =--/ 1I 4i5.a� "33RD STREET" STA 10+32.94 ;. b o p 4.53 I �0 4.14' 474.65 1• '� -- "' "' a 0 8.45' I tp 474.75 s �O 474.77 475.31 p 4 474.67. 6.4. p F_ d 9z 474.69 ' ' : •. .'• •, X30 _ 474.73 "MAIN. STREET' ..•STA 10+17.78 =. "33RD -STREET" STA A0+53.30• r 33RD STREET 33RD STREET" STA 10+00.00 MAIN STREET" STA 10+00.00 ' 10+10 10+20 10+301, 10+40.. .10+50:10-f-60 LIMITS OF WORK B�I-11�O�OI U8-T��°Z 5i}� Plan Yv�o� uv��vY lxs Scl�wa� t�� C�trs OF a M4 Ii Client Project LES SCHWAB - SPRINGIRELD 3294 Maw Street Spr*gfield, OR 97478 PAOFF� t4 Al +P 9 97 lop' C ORY 1. MWIM: 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 r nI REVISIONS REVISION DELTA 5flTHIS CLOSING DATE EET � I � t F � SHEET TITLE: SECTIONS AND ENLARGEMENTS DRAWN BY: GIM CHECKED BY: MWB SHEET: Date Received SEP 112017 Original Submil$al SOB N0. 217o218.00REVISED 09/07/1 LAND USE REVIEW 08/11/17 *217021800+ \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\LAND USE\218-C1.21.DWG GIM 09/05/17 10:26 1:5 0 10 27 1) 0 ------- SD w - co 5S SS— 36"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: 08/07/2017 -------- SD - 10 71 0 D- 10710 0 0 I- -H 0 It SD SD SD — w w MAIN STREET 1 o SD T SD w— 4 0 -c _ss SS SD SD SD w w UTILITY PLAN 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. M --- SD I 50 UlJ i UKUAN',;t, 1 TI - J SD SD UTILITY KEYNOTES SD 10 0 SD -_______ 27"0 -- SD SE DRAWN BY: GIM 1. MULTI—CHAMBERED CATCH BASIN WITH OIL FILTER 6. CHECK VALVE CHECKED BY: MWB 40 2. 4" SANITARY SEWER 7. FIRE DEPARTMENT CONNECTION SHEET: 3. BUILDING FOUNDATION SUBDRAIN 8. CONNECT TO EXISTING 10" WATER SERVICE 4. PUBLIC FIRE HYDRANT 9. INSTALL FILTER IN EXISTING CATCH BASIN 5. 6" DOUBLE DETECTOR CHECK BACKFLOW ASSEMBLY 10. SWAP EX. STREET LIGHT LUMINARIE TO L.E.D. C1,30 SS _ _ SS _ SS Alk _ SS _ SS _ SS _ 3 6 �� 0 _ SS _ SS y S5 �I 1-11- D00 I () 8 - TY P'�_ Date Received JOB NO. �L� a M4,w- REVISED 09/07/17 2170218.00 C /J/�' • , /, L �p �,,.Q� SEP 11 2� l LAND USE REVIEW 08/11/17 J �/Y E W V �/'J ��� v/�JV 1s' v+, *217021800* j � \\GRP.MCK\PROJECTS\PROJECTS\217021800\4�RAWINGS\CIVIL.\LAND USE\218—C1.30.DWG GIM 09/05/17 10:28 1:10 G of 14 Or gina4 Submittal � p,� Y 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: 08/07/2017 EXISTING l STORMWATER FACILITY 0 D D Di D p EXISTING a 4 'BUILDING i 3 �i 167 x 8 I, MAIN ST k X PROVIDE GRAVEL CONSTRUCTION ENTRANCE PER 4/C1.40 SEDIMENT CONTROL FENCE PER 2/C1.20 • i 1 1 1 110111• 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. 120 LIMITS OF DISTURBANCE, TYP X I 'i 0 is 0 C0 SIDE VIEW ANGLE BOTH ENDS OF SEDIMENT FENCE TO ASSURE SOIL IS TRAPPED. INTERLOCKED TOP VIEW 2" x 2" POSTS AND ATTACH. USE GRAVEL BAGS WHERE FENCE CANNOT BE PROPERLY SECURED TO SURFACE NOTES: 1. BURY BOTTOM OF FILTER FABRIC 6" MIN. VERTICALLY BELOW GRADE. 2. 2" x 2" FIR, PINE, OR STEEL FENCE POSTS. 3. STITCHED LOOPS TO BE INSTALLED UPHILL SIDE OF SLOPE. 4. COMPACT NATIVE FILL IN ALL AREAS OF FILTER FABRIC TRENCH. (� SEDIMENT FENCE BAG DEPTH a . TO TOP OF PIPE "A :.dmm• NOTE: INSTALLATION DETAIL 1. THE DIMENSION CHART ABOVE IS FOR STANDARD CATCH BASINS AND INLETS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE CORRECT SIZE DEVICE FOR EACH INLET. 2. THE CONTRACTOR SHALL MEASURE DIMENSIONS IN THE FIELD AND ORDER THE APPROPRIATE SIZE(S). 3. THE INLET SEDIMENT CONTROL DEVICE SHALL BE OF NORMAL FLOW DESIGN, 40 GAL/MIN/SF WITH NO OVERFLOWS. 4. THE SEDIMENT CONTROL DEVICE SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED A MINIMUM ONCE PER MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 5. SUBSTITUTION OF A SHEET OF FILTER FABRIC PLACED OVER THE OPENING OF THE INLET IS NOT APPROVED. I I WASH-OUT N. I ,,, C63ACK3 . 1:1 I i I t i I t I i I t I i i I Q PJGG�c,S LENGTH = 30' OR AS REQUIRED BY PQQ e ° ° CITY INSPECTOR d ® ° LEGEND I ° I i ° e 4A.1 e d e G° ., e d e d PROPERTY LINE -- — ° e°° ° ° ° 8 SEDIMENT FENCE/GRAVEL BAGS s d ° ` ° ° °d e 8 i CATCH BASIN SEDIMENT FILTER BAG I ® ° I i A 6" – 4" QUARRY SPALLS ` ` DRAINAGE FLOW DIRECTION-.�••m• 1 Fv� SUBGRADE REINFORCEMENTDEPTH 8 INCHES MIN. DUST CONTROL NOTES GEOTEXTILE ' REQUIRED 1. CONTRACTOR SHALL MINIMIZE WIND BLOWN DUST FROM LEAVING SITE TO EXTENT PRACTICABLE. 1 2. CONTRACTOR SHALL KEEP EXPOSED SOILS MOIST TO PREVENT DUST. i I 3. CONTRACTOR SHALL APPLY RANTEC SUPER TACK AS REQUIRED TO r4`� GRAVEL CONSTRUCTION ENTRANCE PREVENT WIND BLOWN SEDIMENT FROM LEAVING SITE. i I/�� N,T,S, WASH-OUT �."!V 1:1 i I I I i ' PRE -CONSTRUCTION, CLEARING, AND DEMOLITION NOTES I 1. ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACE, FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. i 1 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE, BERMS CONSTRUCTED OUT OF MULCH OR OTHER SUITABLE MATERIAL, STRAW WATTLES, OR OTHER APPROVED 1 MATERIALS. I t 3. SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO, TREES, WETLANDS, AND RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION FENCING I OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE AREA. NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. i I I 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES INCLUDING, BUT I , NOT LIMITED TO, STREET SWEEPING, AND VACUUMING, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. I 5. RUN—ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES. RUN—ON AND RUN—OFF CONTROL MEASURES INCLUDE: SLOPE DRAINS (WITH OUTLET PROTECTION), CHECK DAMS, SURFACE ROUGHENING, AND BANK STABILIZATION. 6. CONTRACTOR SHALL ENSURE PROTECTION OF EXISTING TREES (TO REMAIN) TO THE EXTENT SHOWN ON PLANS. --- 7. STRIPPINGS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ESTABLISHED DUMP SITE. 8. TEMPORARY STOCKPILING OF STRIPPINGS OR OTHER MATERIALS ON—SITE IS NOT ALLOWED (UNLESS KEPT SEPARATE FROM QUALITY STRUCTURAL MATERIALS). s EROSION CONTROL NOTES 1. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY (SEEDING, ROCKING, VEGETATION, HEAVY MULCH LAYER, OR OTHER METHOD) ON ALL DISTURBED/EXPOSED AREAS AS GRADING PROGRESSES. TEMPORARY OR PERMANENT STABILIZATION MEASURES ARE NOT REQUIRED FOR AREAS THAT ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS. (DEQ PERMIT, SCHEDULE A.B.CAL(3)) Ioc CoP� �t�-i1- �ooloB-�ryV2 Sid plU-Yl Ynod Irna3UY �S SchWG.� '(tine, �,�y�iGfs Date Received SEP 112017 Original Submittal NOTE: THIS PLAN IS INTENDED AS A BASELINE MINIMUM RECOMMENDATION ONLY. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING SITE SPECIFIC CONDITIONS, PARTICULARLY AS CONSTRUCTION PROGRESSES, AND IMPLEMENTING APPROPRIATE CONSTRUCTION BMP'S TO MITIGATE THE TRANSMISSION OF CONSTRUCTION RELATED POLLUTANTS. A COPY OF THIS PLAN SHALL BE KEPT IN THE ONSITE PROJECT TRAILER AT ALL TIMES AND UPDATED TO REFLECT CURRENT CONDITIONS. aow Client ------------- Project LES SCHWAB - • main Weet 4 E ,. OR 97478 p eon Y X. MWMS: 12/31/18 ©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 N REVISIONS REVISION DELTA w W SISE CLOSING DATE r DRAWN BY: GIM CHECKED BY: MWB SHEET: I JOB NO. 2170218.00 REVISED 09/07/17 LAND USE REVIEW 08/11/17 +217021800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\LAND USE\218-G1.40.DWG GIM 09/05/17 10:29 1:30 L m SS;— SS SS 27" 0___-____SIDSD o SID SD SID SD ;6 SID SDSD ---- sa w 10 0 w w w w w ss- 36"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: 08/07/2017 0 SS ss ss ss TREE EXHIBIT - UTILITY OFFSETS 0 5 10 40 ( IN FEET ) 1 inch = 10 ft. SS SS SS SS OR GAS GAS 0 OHP EXISTING TREE (TYP) ss - ss ss ss 36110 — SS ss Ab SS mw Fitt (mg Date° t jk-II- OomwiNf2- - C IVe L6 Original Submiilal Wni x: s Client - - •- Project LES SCHWAB - SPFUNGFIELD m mah street Slx� OR 97478 PA ORY �. iOWMS• 12/31/18 C MACKENZIE 2017 0 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 cn< REVISIONS REVISION DELTA uio SHISH CLOSING DATE SHEET TITLE: TREE EXHIBIT UTILITY OFFSETS DRAWN BY: GIM CHECKED BY: MWB SHEET: REVISED 09/07/17 JOB N0. 2170218,0 LAN® USE REVIEW 08/11/17 *217021800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\LAND USE\218-C8.10.DWG GIM 09/05/17 10:30 1:10 m I � SS;— SS SS 27" 0___-____SIDSD o SID SD SID SD ;6 SID SDSD ---- sa w 10 0 w w w w w ss- 36"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: 08/07/2017 0 SS ss ss ss TREE EXHIBIT - UTILITY OFFSETS 0 5 10 40 ( IN FEET ) 1 inch = 10 ft. SS SS SS SS OR GAS GAS 0 OHP EXISTING TREE (TYP) ss - ss ss ss 36110 — SS ss Ab SS mw Fitt (mg Date° t jk-II- OomwiNf2- - C IVe L6 Original Submiilal Wni x: s Client - - •- Project LES SCHWAB - SPFUNGFIELD m mah street Slx� OR 97478 PA ORY �. iOWMS• 12/31/18 C MACKENZIE 2017 0 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 cn< REVISIONS REVISION DELTA uio SHISH CLOSING DATE SHEET TITLE: TREE EXHIBIT UTILITY OFFSETS DRAWN BY: GIM CHECKED BY: MWB SHEET: REVISED 09/07/17 JOB N0. 2170218,0 LAN® USE REVIEW 08/11/17 *217021800* \\GRP.MCK\PROJECTS\PROJECTS\217021800\4-DRAWINGS\CIVIL\LAND USE\218-C8.10.DWG GIM 09/05/17 10:30 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 � L1.11 !I EXISTING STORMWATEA t CILITY x L�S � ! i � _ _ _ ,� 1. CONTRACTOR SHALL CONFIRM ALL EXISTING LANDSCAPE SIZE 8. ALL PLANTING AREAS SHALL BE COVERED BY A EXISTING TREE CONDITIONS PRIOR TO COMMENCING WORK AND 1. EXISTING AREAS PROPOSED FOR NEW PLANT EXISTING TREE TO REMAIN 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. FRAXINUS OXYCARPA ' RAYWOOD' TM 2" CAL. 6' HT, MIN 0 RAYWOOD ASH 9. REPLACE, REPAIR AND RESTORE DISTURBED 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL 2. ALL EXISTING TREES, PLANTS, AND ROOTS OUTSIDE BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY LANDSCAPE AREAS DUE TO GRADING, TRENCHING 36" o.c. UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF PROJECT IMPROVEMENT LIMITS SHALL BE OR OTHER REASONS TO PRE CONSTRUCTION PRUNUS LAUROCERASUS ' OTTO LUYKEN' LUYKENS LAUREL OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY 36" o.c. PROTECTED FROM DAMAGE DURING ANY CONDITION AND PROVIDE MATERIAL APPROVED BY DISCREPANCIES. VIBURNUM DAVIDII DAVID VIBURNUM CONSTRUCTION PREPARATION, REMOVAL OR 36" o.c. THE OWNER OR OWNER'S REPRESENTATIVE. INSTALLATION ACTIVITIES. BOTANICAL NAME CONT 3. COORDINATE ALL LANDSCAPE WORK WITH OTHER SEEDED LAWN SEED W y W W W TRADES AND SCHEDULES. 3. SHRUBS ADJACENT TO PARKING AREAS SHALL BE IRRIGATION PLANTED 2' MINIMUM AWAY FROM THE BACK OF 4. COORDINATE STAGING AREA WITH GENERAL CURB. SHRUBS AND GROUNDCOVER ALONG OTHER 1. 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. irOT91D 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. I.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. S. 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. NNE KEY PLAN 30 0 15 30 60 ( IN FEET ) 1 inch = $0 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 B. 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 l"` 1 EXISTING TREE N/A EXISTING TREE TO REMAIN FRAXINUS OXYCARPA ' RAYWOOD' TM 2" CAL. 6' HT, MIN 0 RAYWOOD ASH SHRUBS BOTANICAL NAME SIZE SPACING BERBERIS THUNBERGII 'CRIMSON PYGMY' CRIMSON PYGMY BARBERRY 5 GAL 36" o.c. • 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 SEEDED LAWN SEED W y W W W f�v coq� LC S Sclnwr,� �hrc C¢wt.e-,"S JAL ', f Client Project LES SCHWAB SPRINGFIELD •- Main Street SWMW ♦ - 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 rn< REVISIONS REVISION DELTA 5-� THIS CLOSING DATE � o SHEET SHEET TITLE: LANDSCAPE NOTES, KEY PLAN AND SCHEDULE DRAWN BY: NRF CHECKED BY. TJB SHEET: Date Received L0001 SEP 112017 Original Submi al_Lyyt JOB NO. 2170218.00 LAND USE REVIEW 08/11/17 217021800\4.DRAWINGS\LANDSCAPE\218-L0.01.DWG TJB 08/10/17 14.42 1;. 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 MAIN STREET )N CLEARANCE NGLE j I f f W W IF U1 0 ICO )N CLEARANCE NGLE I f I i f I I f ox? f 37E OF > SHRUB BED WITH PROVIDE TRANSI TION. I -- OHP .EARANC I MACKENZIE. Client • �•�� -._. Project 0 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 '< REVISIONS REVISION DELTA 5 � THIS CLOSING DATE �fl SHEET SHEET TITLE: PLANTING PLAN DRAWN BY: NRF LANDSCAPE PLAN KEYNOTES' CHECKED BY: TJB L110 10 0 5 1I 4I 1 1. VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO PLANTING. TREE SHEET: SHOULD BE LOCATED A MINIMUM OF 5 FEET FROM UNDERGROUND UTILITIES PER CITY OF SPRINGFIELD 'STREET TREE LOCATION' STANDARD DRAWING 2-1. ( IN FEET) INSTALL ROOT BARRIER PER CITY OF SPRINGFIELD 'STREET TREE INSTALLATION' f 1 inch = 10 ft. STANDARD DRAWING 2-2. SEE 6.02.6 TREE PLANTING PROCEDURES AND ESTABLISHMENT CODE REQUIREMENTS LISTED ON SHEET 1-0.01. L1,10 811 -11 -Ovale -1 /n Date Received JOB NO. 2170218.00 540 ?l\ ww "vim uc. , S kw 0-b TirC, cagA-ers SET 11, 11 LAND USE REVIEW 08/11/17 ^ _ 10 a ( 14 217021800\4-DRAWINGS\LANDSCAPE\218-U.10.DWG TJB 08/10/17 15:39 1:10.00 '1}I"yJ/V\) T Original SLi�Iili�€01-- ���-- STORMWATER FACILITY NOTES 1. RESTORE STORMWATER DETENTION AREA TO 2004 LANDSCAPE PLAN AS SHOWN BELOW. REPLACE DISEASED, DEAD, OR MISSING TREES AND PLANT MATERIAL. PROVIDE ADDITIONAL 'DRAIN FIELD' ROCK AS NEEDED PER LOCATION AND DEPTH SHOWN IN BIOSWALE PLAN AND LEGEND. 2. MAINTAIN STORMWATER FACILITY PER CITY OF SPRINGFIELD ENVIRONMENTAL SERVICES INSPECTION REPORT RECOMMENDATIONS: 2.A. HAND—REMOVE SEDIMENT FROM AROUND THE 12 INCH INLET WITH MINIMUM DAMAGE TO VEGETATION USING PROPER EROSION CONTROL MEASURES. IT IS EASIER TO REMOVE SMALL AMOUNTS OF SEDIMENT. 2.8. REMOVE ALL BLACKBERRY, TANSY RAGWORT, AND BIRD'S FOOT TREFOIL USING MANUAL METHODS (DO NOT USE HERBICIDES). 3. PER SPRINGFIELD DESIGN STANDARDS 6.02.C.5. VEGETATION SHALL NOT BECOME OVERGROWN AND SHALL BE MANAGED TO INCLUDE CONTROLLING NOXIOUS OR INVASIVE VEGETATION. 4. PRESERVE AND PROTECT EXISTING DETENTION AREA IRRIGATION SYSTEM THROUGHOUT RESTORATION. REPLACE ANY DAMAGED OR MALFUNCTIONING IRRIGATION HEADS, VALVES, OR PIPE. CORRECT ANY PROBLEMS OR DEFICIENCIES WITH IRRIGATION SYSTEM. SYSTEM SHALL PERFORM WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS. 0 B I 1L 101111 4� 1. EXISTING LANDSCAPE RECORD PLAN PROVIDED FOR REFERENCE OF ORIGINAL DESIGN INTENT ONLY. 0 ow Me- CDO '011-n- 00thIts9- THIP2-- Lt S S&A wa'b Tire Cbt& C -5 DRAWN BY: NRF 1 EXISTING STORMWATER FACILITY CHECKED BY: TJB L1.11 10 0 5 10 40 80 SHEET: IN FEET ) 1 inch = 10 ft. ® ate Received i SEP 112017 Original Submll$al •� JOB NO. 2170218.00 THE SURVEY INFORMATION SHONE AS A BACKGROUND SCREEN ON LAN® USE RENEW OV/ i�/�� THIS SHEET IS SHOWN FOR REFERENCE ONLY AND IS BASED ON A SURVEY BY: K & D ENGINEERING, INC. DATE: 07/28/2017 217021800\4-DRAWINGS\LANDSCAPE\218-L1.11.DWG TJB 08/10/17 14:23 1:10 Architecture a Interiors Planning ■ Engineering Portland, OR 503.224.9560 Vancouver, WA 360.695.7879 Seattle, WA 206.749.9993 www.mcknze.com MACKENZIE. DESIGN DRIVEN I CLIENT FOCUSED Client Project C MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY MACKENZIE AND ARE NOT TO BE USE[ OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION REVISIONS: z < REVISION DELTA F1 CLOSING DATE mo SHEET TITLE: EXISTING STORMWATER FACILITY 1z IPMENT S AGING A EA N 6 MONT�S I SITE PLAN -PHASE 1 111= -An1_ni, ,/ SITE PLAN -PHASE 2 1 It = 30'-0" it ('Op� tq- foo i n Sk Plu,n rnoA ffl I � 1 I 'AGING AEA ,is Architecture ® Interiors Planning ® Engineering MACKENZIE. DES14 M SWIVEN 1 CLIENT Fg=XW Client Les Schwab Tires 20900 Cooley Road SHEET Date Received jos rvo. 2170218.00 SEP 112017 LAND USE REVIEW 08/11/17 original SubrnittalSW2- 4:iusersxKAviuesKttopxKhvi i - LS Spnngnelo%2i&-LES tiL;KWAt$ SPKn UI-IhLu-L.rvt 8/11/2017 9:23:04 AM 1"=3W-0" NIMA/ RI III rIINC; cvic-rinin 01 ni nein C BUILDING 1 GROUND FLOOR PLAN 1 /6- = 1 '-U" MAIN STREET F, u- DN 9tH1- oDM9-N0%-- Sivt PM [tS �C�l V)�-b Tly�' ant -fin Po 13 o f 14 Date Received SEP 112C' / • DEN6p DRIVEN 1 CLIENT FCCMD Client Les Schwab Tires 20900 Cooley Road Send, OR 97701 Project LES SCHWAB - SPRINGFIELD 3294 Main Street Springfield, OR 97478 CQ MACKENZIE 2017 ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED 1N ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revision Schedule Revision Delta I Issue Date SHEET TITLE: N+ LDG 1FLOOR PLAN DRAWN BY: RAV CHECKED BY: MJG SHEET UK Original Subrniai` Job No. 2170218-00 0218.00 LAND USE REVIEW 08/11/17 c::tuserswAv%uesktopiKhvi I - LS spnngneia%21U-LES SLNWAt$ SPKINGhitLu-L.rvt 8/11/2017 8:50:21 AM 118" =1'-0" FXICZTIN(-, R{ III r)IN('. NPW RI III r)IN(; IA. I I I I AN I I I IA I` I` I` I on IN I 110 0: ` * 1/8" = 1'-0" AA NEW BUILDING EXISTING BUILDING BUILDING 1 - SOUTH ELEVATION 1/R'f _ 1,-n„ NEW BUILDING (BEYOND) V. T BUILDING 1 - EAST ELEVATION EXTERIOR FINISH LEGEND EXISTING CMU BLOCK -PAINT TO MATCH 1 • "MISSION WHITE" CMU t APET V 1'-4" 2 EXISTING CMU BLOCK - PAINT TO MATCH ■ ,BLACK MOUNTAIN" CMU 6_3LDG_/1 EXISTING CMU BLOCK - PAINT TO MATCH 3. "COLONIAL RED" METAL PANEL r NEW STUCCO FINISH - PAINT TO MATCH 4.�<"MISSION WHITE" CMU fi E_VELc NEW STUCCO FINISH - PAINT TO MATCH 0' - off 5■ "BLACK MOUNTAIN" CMU NEW STUCCO FINISH - PAINT TO MATCH 6. "COLONIAL RED" METAL PANEL NEW CMU BLOCK 7■ "MISSION WHITE" NEW CMU BLOCK 8. "BLACK MOUNTAIN" NEW METAL PANEL 9■ "COLONIAL RED" NEW METAL PANEL 10. "EXTRA DARK BRONZE" PAINT 1 1 ■ "GRIZZLE GRAY' s PAINT 12. , ._' ,� "SAIL CLOTH" EVE 0' - off NEW BUILDING AA Architecture ® Interiors Planning - Engineering Client Les Schwab Tires 20900 Cooley Road Send, OR 97701 Project LES SCHWAB - SPRINGFIELD 3294 Main Street Springfield, OR 97478 �� cop 91(11- 0001W TWP 1'k Pto,h fnoo( 6tjw MACKENZIE 2017�CALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Date Received Revision Schedule Revision Delta issue Date S F P 112 7 Original SubmiUai,�CrVL SHEET TITLE: BLDG 1 ELEVATIONS 1/8 $1 = if -Off A2.1 1/8" = V-0" AND 08/11/17 U:%USers%KAvl1JesKt0pWhV1 I - Lb Spnngneta121t1-LES bUHWAb 5PKINUrItLU-L.rvt 8111/2017 8:60:37 AM 1/8" =1'-0"